SW3170402_APPROVED PLANS_20170504

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

/
HENN AUTOMOTIVE�a
NOW OR FORMERLY
/ COLIN P. &
JOANNE E. SHANNON
/ W"HAW, NC DEED:6089-002
TAX #06141042 Oho cos° SITE +3P
j \ UNION COUNTY ZONING: R-1
P
RECE►vED �tP
VICINITY MAP +�P
NO SCALE
APB �15 2011 T '
DENR-LANO \
$TQRMIMATER PERMR7ING
NOWORFORMERLY
NATHAN A. COLE
NOW OR FORMERLY \ DEED:6207-742
GADD REALTY TAX #06141043
GROUP INC. ZONING: R-1
DEED:1419-822 NOW OR FORMERLY
TAX #06141006 RICHARD W.THOMAS
\ ZONING: C-3 T NOW OR FORMERLY DEED:3791-054
\ \ E.P. NISBET CO. TAX #06141041
MP: F-951
ZONING: R-1
• / TAX #06141006F
\ \ ZONING: C-3
\ ` / NOW OR FORMERLY \ se32•E � `^
\ GADD REALTY - — — — — 011
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\ / DEED:1419-822 ❑ 11 00 moo❑ ° ° _ TAX #06141006E ❑ ❑❑ ❑
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\ a °a ° ° ° ° ° ° ° ° A PERIN DEVELOPMENT �. �«+«� � ° ° .=.�� ❑ ❑ ° ❑ ❑ ❑ .`' / Sly' '1' 9 DEaLOLITION PLAN
Ex ° ° '�° ° ° "� ❑ ° ° ° ❑ ❑ ' / COMPANY LLC SHEEWP 4 SITE PLAN
❑ ❑ ❑ ❑ ❑ ❑ ❑ / SHEET 5 DRAINAGE PLAN
5 G s ° p p o °s%6 0 ° ' ❑ ❑ ❑ ❑ ❑ ❑ ❑ �, /ptlF MB: J- 736 SHEET 6 DRAINAGE AREA PLAN
T v+` o°°° �° ° ❑❑❑❑❑❑ ❑ TAX 06141018E
\ ° ° o ° p ° ° p ❑ ❑ ❑ ❑ ❑ ❑ ❑ - / \ # SHEET 7 GRADING PLAN
\ # \ p p o o°� �pd >. ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ %`J°�` ZONING: C-3 COND. USE SHEET 8 PRE -DEVELOPMENT PLAN
°° ❑ 0000 ❑ / SInw 9 POST -DEVELOPMENT PLAN
° p ° p ° ° ° ° ° ° ° ❑ ❑ ❑ / \ SHEET 10 UNDERGROUND DETENTION DETAIL SHEET
�p °° 0 0 0 ° d ° ° o ° / SHEET 11 STORI�TER DETAIL SHEET
°/r° ° SHEET 12 UTILITY PLAN
/ / SHEET 13 CLEARING PHASE EROSION CONTROL PLAN
o 0 0 ° °° ., - % v PARCEL 2 i \ SHEET 15 FWALLOSN-IAABILLI AOTLON PHASE ER0SI0N
° ° `� SHEET 18 DETAILOL PLAN
1
SHEET 17 DETAIL SHEET ,2
NOW OR FORMERLY
\ SEMT IS DETAIL SFMff #4
CITY ELECTRIC SUPPLY-
19 DETAIL SHEET
COMPANY SHEET 20 LANDSCAPE PLAN
\ / DEED:5940-618
/ TAX #06141018B \
ZONING: C-3 COND. USE \ GRAPHIC SCALE
\40 0 20 40
a 1 080
IN FM
<'� 1 ine 40 ft.
LEGEND \ `'a
T PLAN IS A FINAL DRA 1PIN NOT
❑❑❑❑❑❑ EX. GRAVEL/GRASSED AREA TO 0G \
0000110
BE REMOVED AND REPLACED 'L �d \ P' OWNER: HENN AUTOMOTIVE, LLC RELEASED FOR CONSTRUCTIOlI
WITH PROP. ASPHALT GAF �� \ NOW OR FORMERLY $1 / OWNER ADDRESS: 1152 NORTH BROOME ST. UNLESS INITIALLED ATED AS APPRO ED:
EX. ASP H L r Cz 2TE PAVING0. WAXHAW, NC 28173
TO BE REMOVED ANDCON REPLACED
y 4m�isa ROCKY HOME PLAZA INC / APPROVED:
v Gl OWNER TELEPHONE #: [phone]--�
���F� \ tiy�g` DEED.6207-470 / ANTICIPATED PROJECT COMPLETION DATE: JULY 2018
WITH PROP. ASPHALT �� ``09 �� TAX #06141018A
ZONING: C-3 T COND. USE
PROP. GRAVEL 20�0��
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SEAL 9
I \ \ 14906
AITH OW
7
03/2BA7
REHBED PER 70VM OF WAXHAW COMMENTS
ym
NO.
DATE
REVISION
BY
SHEET TITLE
COVER SHEET
PROJECT NO.
DATE
ATd
9/16/16
PROJECT
HENN STORAGE FACILITY
TOWN OF WAXHAW, UNION CO., N.C.
FOR: HENN AUTOMOTIVE, LLC
on" BY
BTG
MAH
YABBROUGH-WILLums & Houm9 INN.
Ppnning 0 Surveying o ineering
Plla
790 tlM= Oak Court P.O. BOX II98
NC wCorporee Charlotte. North CUOUM 28M PmBviBe. North Ca Wbm 28184
Ra 'etratio C-0475 704.558.lM 704.5M.0505(ta=)
DRARNG NO.
251-115
1 ��
sxe OF

m�
/\ NOW OR FORMERLY J+
NATHAN A. COLE 1p
NOW OR FORMERLY DEED:6207-742 ��Gh 5 Fey
GADD REALTY �� A �� 9
TAX #06141043 0 �
GROUP INC. \ % % ZONING: R-1 0� �0;11 Qas° SITE
DEED:1419-822 \ r
TAX #06141006
ZONING C-3 \ \ �°�� e�
NOW OR FORMERLY � � ��. VICINITY MAP
\ E.P. NISBET CO. No SCALE '
\ MP F— 951
TAX #06141006F 'r �\ 8' K
\ ZONING: C-3
NOW OR FORMERLY —_—
/ GADD REALTY
\MP1PE 0I 12• GRO UP INC. \ Ex. S��PP _ 4BR \A114• X i',`y� / o \\\� \
DEED:1419 822 _ _ -\ GP' •,12• \ \ _ - - _3 A
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�DEED:5940 —
618
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oYk
ME PP t
�A \ 99NOW OR FORMERLY
GRAPHIC SCALE
( IN FEET )
1 inch = 30 ft
THIS PLAN IS A FINAL DRt4 RING —NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIAATED AS APPROVED:
LL
APPROVED:
I-NL ATE
FROCKY HOME PLAZA INC
Vklif,ti�°
DEED 6207-470 /
0c,�F�� O \ ��
�T�� TAX #06141018A
s� �sx`��' � ZONING: C-3 COND. USE 03/25)47 /
'p ` j " p \ ' • �I - \ I "gn �n �av w�Aw COMMENTS �
NO. DATE BY
11 0j��' / SHEET TITLE PROJE"' NO.
EXISTING CONDITIONS PLAN SCALE-30
I \ e g \ DATE 6
DRAWN BY
nrx er
PROJECTPBTG
HENN STORAGE FACILITY CHMMH
TOWN OF WAXHAW, UNION CO., N.C.
i asos _ FOR: HENN AUTOMOTIVE, LLC y� E��
~ \ ��` �• ;� ` &ARBR®UCI'I WIL TAMS aC Houi , INc. oanrcxc NO.
P�laftning o Surveying o urt Engineering 251-114
98
%\\ yzeom
amio� North Oak CACerollne, 28279 Plnaville, North Carolina. 28134
!Nc'zcu0z 704.558.1990 704.558.05*fu) ser 2 or 20

QUANTITIES TO BE REMOVED: — �� \ \ I I \ /N0 0 / RI, \ \ ° 4V
CURB: 0 L.F. N/ C-0
/D fv�07-12� Pay
\ \ \ LL LLLLL ;�W
� 141t043ASPHALT PAVING. 9,503.61 S.F. I�
e� SITE QPe
CONCRETE PAVING: 2 428.76 S.F. \ \ \ l /i i / / / /01
GRAVEL: 22,865.47 S.F. l / x
�FOW-0 FORMERL / ( / / / / \ viNO CALEPSIDEWALK IN R/W: 881.68 S.F. \ I E.P. NISBET CO. / �� W i ( MP; F-951 / Ex.fRErT .)06141006EI OVER TYP.)
TAX #
I 1 \ I I \ ZONING C-3
I II
4• /i_/�/� /\ -_
NOW OR FORMERLY
X.TI EETO E \
GADD REALTY "REMOVED(T.)
SGPLARGROUP INC.
DEED;1419-822
\
J
\
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/ ZONING: C-3 / � � Q -� � ���-
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�9y� Ex. CRETE EX. CONCRETE TO BE LL.L ,'////�//
\R \ REMOVED AND REPLACED WITH LLLLL�LLL LLLLLL�/LLLL' E ovE EX.
COMPANY LLC
\ \ PROP. ASPHALT. SAW CUT LLLLLLLLLL LLLLLLLL DRAINAGE (TYP.) \ ///
\ \ \ Q G LI YALONG EX. CONCRETE. LLLL��LLLLLL LLLLL MB' J-736
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LLLLLLLLL L L'CC_LLLL
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ED WITH
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PROP. ASPHALT
LLL
LL
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EX. STORM III I
DRAINAGE (TYP.)- NOW OR FORMERLY I /
/ \o 7c' � /- / CITY ELECTRIC SUPPLY
— \ \ COMPANY
/TEMP. CONSTRUCTION ENTRANCE
2", 3" COURSE AGGREGATE, 6 DEEP, / DEED:5940-618 \
24 WIDE & 100, LONG (TYP.) \\ \� // / TAX #06141 018B I
ZONING: C-3 COND. USE -
I GRAPHIC SCALE
\ oIN FEET
HE
/ I inch = 30 it.
\ \ J / THIS PLAN IS A FINAL BRA )FING—NOT
sRELEASED FOR CONSTRUCTION
���, UNLESS INITIALLED DATED AS APPROVED:
�let\A : /,
NOW OR FORME LY
ROCKY HOME PLAZA INC %
99 \ — — — m,. sF ti o
d DEED:6207-4701
A� AFC TAX #06141018A1
I s y i ZONING: C 3 COND. USE
0J��il6'
IIlk
EAL
14906fy:'•V
INTH
It
�I
,
a,/2B/17
REVISED PER TOWN OF WAXHAW COMMENTS
YWN
NO I
DATE
REVISION
BY
SHEET TITLE
DEMOLITION PLAN
PROJECT
'
A78
DATE
9/16/16
PROJECT
HENN STORAGE FACILITY
TOWN OF WAXHAW, UNION CO., N.C.
FOR: HENN AUTOMOTIVE, LLC
DRAWN BY
C�H
YARB ouw-WILLIAMS & Y30iTLE6 INC.
(7,'pPPlsagnning D Surveying Dndoor Oak Court �sEn Weering
1198
NC Corporate Charlotte North Car ll MM PI¢evllk, North Carolina, 28194
Re titration C-0475 7U-W.1990 704.5W.05*fax)
DRAWING NO.
251-113
sE 3 OF 20

�-9 �� 1
NOW OR FORMERLY aV+ P
\ \ NATHAN A. COLE 4
\ � oy �
NOW OR FORMERLY DEED:6207-742 ���� ��� �k
GADD REALTY TAX #06141043 .61
GROUP INC. A �
ZONING: R-1 �� goy cos° SITE
� \ � /
\ / RETAINING WALL (TYP.)
*NOTE: RETAINING WALLS TO BE DESIGNED s
�AX #06141006 / \ ��� BY STRUCTURAL ENGINEER AND SUBMITTED
ZONING: C-3 \ NOW OR FORMERLY AND PERMITTED SEPARATELY. INSTALL
P
E.P. NISBET CO. // I ALUMINUM SAFETY FENCE ABOVE WALL. VICINITY MAP
SCALE
A
MP: F-951 PROP. ASPHALT
WRITTEN PERMISSION FROM E.P.'NISBET CO. TAX, #06141006F i i� PARKING LOT 5' MONOLITHIC /
FOR OFFSITE REINFORCED SLOPE AND ZONING: C-3 �� AND DRIVE SIDEWALK (TYP.) \
RETAINING WALL CONSTRUCTION SHALL BE
PROVIDED TO THE TOWN OF WAXHAW.
RErAtNi S83 28'22"E y
/ NOW OR FORMERLY / wnu 2 332.42, a o
/ GADD REALTY EX. HENN AUTOMOTIVE / a'40% ❑ ❑ y
/ BUILDING AND ❑ ❑ ❑ �r
GROUP INC. ASSOCIATED PARKING i / / / o/ / ❑ ❑ ❑ ❑e o ❑ ❑ 30 l
DEED:1419-822 AND INFRASTRUCTURE / / / / ❑ ❑ ❑o o ❑ ❑ / T' AR_ErenCK
TAX #06141006E ❑ ❑cTu ❑ °—
ZONING: C-3 5�1, IjO�P pCK/ Tt w .O ❑ ° O O Rc O ° ❑ ❑ ❑ ❑ ❑ —
/ —
N / 0❑ .3❑°❑ ❑ 9
52 / gg.pp ° ❑ ❑ El ❑� o o ° ❑ ❑ :., ; 1�� �' / / 1100000 EX. GRAVEL/GRASSED AREA TO
❑ El El ❑ 000000
BE REMOVED AND REPLACED
/ WITH PROP. ASPHALT
MECH
Ex. ASPHALT 15,725 SF PER FLOOR / /
° ❑ ❑ ❑ ❑ ❑ 9 ❑ EX. ASPHALT CONCRETE PAVING
EX CONCRETE /
Ex Huaowc DRIVE, ° ❑ ❑ o 0 0 o TO BE REMOVED AND REPLACED
/ AiCH \ ° ❑ ❑ ❑ ❑ 1:10❑ ❑ S ° ❑ ❑ ❑ ..� ' 3 STORY / WITH PROP. ASPHALT
FFE: 611.0 ° ° ° ❑ ` ° ° ❑ 47,175 SF TOTAL
FFE`. 612.1 5, 980 SF � � ❑ ° ❑ � ❑ /
\ THREE- E TUBULAR ° �' o �❑ ❑ ❑ ❑ El ❑ ❑ o / FOUNDATION — PROP. GRAVEL
TEEL WAVE RACK SET PARCEL / o�`'`y� o ❑ ° ❑ ❑ ❑ ❑ ❑ :. / / WALL (TYP.)
❑ ❑ ❑ 0 0 0 ❑ O DEVELOPMENT DATA
IN THICKENED SLAB C D yo Sr°� o°°y ° :r..`. ❑ ❑ ❑ o ❑ ❑ ❑ ❑
,MAiHFlo
RCE 6 PP 1 -CRES ° o `,,�'� o�°,�� ° ° o 0 0 0 0 ° 0 1 d' 1 / / �6oN6y NOW OR FORMERLY SITE ACREAGE:
° ❑ 000 ❑ ❑ / PARCEL 1: 1.333 AC.
t Ex. CONCRETE . ❑ ° ° ° ❑ ❑ ❑ ❑ 'y o, A PERIN DEVELOPMENT
\ \ ex. CONCRETE g�' �° � ° :,; :. / PARCEL 2: 1.948 AC. ,
° �� D IGNATED ° ❑ ❑ ° ° ° ° ❑ ° ❑ `'' / COMPANY LLC
\ \ MB: J— 736 TAX PARCEL #: 06141046
° STRIPED ° ❑ ❑ ° ° ❑ ZONING: C-3 (GENERAL COMMERCIAL DISTRICT)
\ \Lpa RK s P °o° ° ° ASPHALT ❑ ❑ r >� , P` TAX #06141018E SITE ADDRESS: 1152 NORTH BROOME STREET
WALKWAY O °-a ° ° ° ° ° ° �o� \ PROPOSED USE: INDOOR STORAGE
o ° ° �S� ° o ❑ �1 ❑ ❑ ❑ ❑ ❑ ❑ S ZONING C-3 COND. USE
° ° ° ° �'� ti ❑ ❑ ❑ ❑ ❑ `� BUILDING HEIGHT: 48'
�� PARCEL Z O, ❑ ❑ ❑ ❑ RETAINING WALL (TYP.)
° ❑ ° ° ° *NOTE: RETAINING WALLS TO BE DESIGNED MIN. FRONT SETBACK: 40
°
EX. SIGNAGE TO BE \ � ° ° �" ° °�� :_ 1948 ACRES jf`-:,, BY STRUCTURAL ENGINEER AND SUBMITTED MIN. SIDE YARD: ARDD•100 ,,,RELOCATED OUTSIDE x o aQ o 0 20� • / AND PERMITTED SEPARATELY. INSTALL
PROP. ASPHALT
OF 10 x 70 ° ° o o °`y� ° .• ��Pc o PARKING LOT ALUMINUM SAFETY FENCE ABOVE WALL.
SIGHT T IANGLE o ° ° ° ° ° ° Q ° ;, :' ' SOE AND DRIVE DATUM: NAVD 88- VERTICAL
° ° ° 3 25, 000 SF PER FLOOR / NAD 83- HORIZONTAL
4 STOREY
100,000 SF TOTAL PROP. INDOOR EX. PARKING FOR HENN AUTOMOTIVE BUILDING:
o°2 PROP. FFE: 611.4 STORAGE BUILDINGS 12 SPACES (INCLUDING 1 ACCESSIBLE SPACE)
r ADDITIONAL o �°I
\sF� ASPHALT prod 6pti MAX. PROP. PARKING ALLOWED:
0.25 SPACES
00
� �o�r O 2�� • ° • �, NOW OR FORMERLY / \0.25 x ((100,0 OE4711075) S.F.1,000)
0 0) = 37 MAX. SPACES ALLOWED � �� CITY ELECTRIC SUPPLY \ \40 `�' 'o COMPANY PROP. TOTAL SPACES PROVIDED: 36 SPACES
oo. INCLUDING 2 ACCESSIBLE SPACES. (1 VAN ACCESSIBLE)
DEED: 5940-618
TAX #06141 O18B MAX. IMPERVIOUS AREA FOR C-3 ZONING: 75%
00
10' x 70' / \ \ \ O� / SITE IMPERVIOUS AREA: 54,692.35 S.F.
/ o ZONING: C-3 COND. USE \ SITE AREA: 84,837.65 S.F.
SIGHT TRIANGLES SITE PERCENT IMPERVIOUS: 54,692.35/84,837.65 = 64.47%
FOUNDATION GRAPHIC SCALE
5' CONCRETE WALL (TYP.) \ � \ � \ � � / / 0,6�6� 30 D s 30 60 120
/ SIDEWALK \
�6
S \ ( IN FEET )
o �Of 1 inch = 30 ft
THIS PLAN IS A FINAL BRA PING —NOT
\ X'p, RELEASED FOR CONSTRUCTION
NOTE. LIGHTING SHALL BE
* UNLESS INITIALLED DATED AS APPROVED:
qo PLAN
PROVIDED BY ELECTRICAL ENGINEER AND APPROVED: ,
SUBMI ED AND PERMITTED SEPARATELY i s DA17
NOW OR FORMERLY
ROCKY HOME PLAZA INC A°
G� °
I�DEED:6207-470 A'o �d :' A° AFC TAX #06141018A
y wa; ZONING: C-3 COND. USE
P NK SAL 9
14906
,
03/7e/17
REMSED PER TOWN OF WAXHAW COMMENTS
yS„
NO.
DATE
REVISION
BY
SHEET TITLE
SITE PLAN
PRomcr ro'
T°=30'
DATE
9/16/16
PROJECT
HENN STORAGE FACILITY
TOWN OF WAXHAW, UNION CO., N.C.
FOR: HENN AUTOMOTIVE, LLC
FAWN BY
BTG
GBBY
H
YmmROUGH-WIluaAMS & Homt9 INN.
(�P,rl�au�nning D Surveying D Engineering
790 imdwr Oak Court tP�O. wB�ox 1198
NC Corporate Charlotte, North Caroline. 28273 Pmevllle, North Carolina, 28134
Re atretion —0475 7N.5h8.1990 704.568.0Kfax)
DRAWING NO.
251-112
ser 4 OF 20

NOWIO
NOW OR FORMERLY �207� 2� \ \ - ���� ��
lk
GADD REALTY 14M43--�
GROUP INC. HW 20z ' \ J Ja e tiaFH Quo SITE . �o
DEED: 419-822 / 1 \\� WRITTEN PERMISSION FROM E.P. NISBET CO. FOR OFFSITE\ / / / INV: 580.0 Ros • P
i / T E PROP. RI RAP �/
// \REINFORCED SLOPE AND RETAINING WALL CONSTRUCTION I � V. 13.4
TAX 06141006 \i i / \ \ \ S A4L BE P OVIDED TO THE TOWN OF WAXHAW. /DITC TO fX. DIT /W. , y
\ \ \� \ � 1 R, � / � 2 00 DIA: RIPRAP
ZONING: C-3 J \\ I W-OR FORMERLY,l !/' / • \
E.P. NISBET CO. / /W i DISCHARGE 0 GRADE // /\^ \ \ VINO ISCALETY P
\ \ \\ ( MP F-951 / I/ I / /
TAX #06141006F
I I I \ ZONING C-3
I I \ DIP12608 .31 AC.
J
1.1 SLOPE SHALL �E E�EINFORC�d. THE � `
J NOW OR FORMERLY / -
7 GEOTECHNICAL ENGINEER AND SUBMITTED
GADD REALTY
�� G=� � r I � • . i1 E''I
SEPARATELY FOR rEVI�W NO PERMIIIINQ.
MR
GRO UP INC.
♦ • • • • • /��j j�i!9 <�! rev e � '`� I • i � ► v / ■ ►y i •
• ••% ��ji .o ioa�ila��� . ��• f i 3 ' c . • • �� ��
/� ► ral�a�ala��1.�/. �v ��� rti u��llllll
/ I 1 ♦ IIIZONING: C-3
EMU
• •' �oj� / •- 4•='s!e�,o�+!ia,1� .{' .e: •• ♦ ■ e-.(`�DJ•�EGr Ii ■ ■der ■ ■ �/E�is II II
iii �[ • -��a�� +�.r�.. �aac•�%�'� L /.I ./%�,.,•,'.fi I ■�6 T \ ■ �~■ 1 � III ���\ �IIIIIII III
_%'iri •• C • .<a�C<� a�/ aiE ♦; ��' /�rQi■ i �.��i�' . ■ / r ■■7.■�
' i, , -a a^ YL • � eY«. cei ��i�r .YET e ♦- i v _ ?'��..ryi`,�► i r ■ ■ ♦ a '\ ■ /.
�a►� �rri�c• OiO�► •11ai! !✓G bi �JCo 3118 AC
RIM: 611.8
• MY ae' t• �L�Y i -�!�-s �-�i �� eY f_ ♦ /../G ■ /, -twig',
R �■ ■,
• •57 ACPMW�Ia�, Ya�� ICI � ■ ■ ■' • • - -' • •
INV IN(DI INV OUT. 597.
-_
INV IN(UG-
INV OUT:
.� ♦/,� • /
ffflolwl-�m "ton
OUT- --- -- NOW OR FORMERLY - ANY STORM DRAIN FACILITIES IN
A PERIN DEVELOPMENT TOWN OF WAXHAW RIGHT-OF-WAY
MUST BE INSPECTED BY TOWN OF
\DI 18 0.41 AC. COMPANY LLC WAXHAW PUBLIC SERVICES DIVISION.
LIP: 610.1 -LIP: 610.1605.19
CALL
INV IN: 604.88 MB: J- 736 NC ONE CALL SYSTEM
INV IN: 605.64 6 �Dl 21 0.07 A BEFORE YOU DIG 1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
- I-INV OUT: 603.3 APPROPRIATE PARTIES AND ASSURING THAT EXISTING
INV OUT. 604.68 LIP: 619.5 TAX #06141018E
INV OUT: 607.5 UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
_ZQNING: C-3 COND. USE 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC.. AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
0.29 AC. BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION AND
11.3
YINV IN: 585.65
LEGEND
CMUD SPECIFICATIONS.
1-800-632-4949 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING
MH 200 33.00 AC. AVOID UTILITY DAMAGE STANDARDS PART 1926 SUBPART P, OR AS AMENDED.
RIM: 611.0
• ♦ a �' . ,
INV OUT. 585.50 CB CATCH BASIN
♦ ` ♦♦ ♦� y@�j�i�� ' �'��� DCB DOUBLE
DI - DROP INLET
\ •
LlPt •
. .
l�INV IN:
INV OUT:
\ 11
"• 9
o
•
LIP: : 11 :
,5 INV IN: s14.8s NOW OR FORMERLY MH - MANHOLE
1
INV OUT: 606.86 I I \ FES - FLARED END SECTION CITY ELECTRIC SUPPLY
\ COMPANY / INV -INVERT
TC- TOP OF CURB
DEED: 5 940 - 618 I I \ / SDE- STORM DRAINAGE EASEMENT
TAX #06141018B P.D.W.Q.E.- PERMANENT DETENTION/
DI 13 0.05 AC. ZONING: C-3 COND. USE I WATER QUALITY EASEMENT
LIP: 619.5 \ x.xx Ac. DRAINAGE BASIN TO EACH STRUCTURE
IN OUT: 616.86 \
GRAPHIC SCALE
\ / / 30 0 15 30 60 120
(arFEET
)
i inch = 30 ft.
/ THIS PLAN IS A FINAL DRA JFING-NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIALLED DATED AS APPROVED:
�p 1ti / APPROVED:
l
NOW OR FORME LY ti = INITIALS f DA
ROCKY HOME PLAZA INC
tiF�F�F� DEED:6207-4M -
°qF� TAX #06141018A1
ZONING C-3 COND. IUSE
I �
I I 1
A
I • Ag�
�y
rip
e
(: 14906 I
1
03/28/17
i"SD PM TOWN OF WANWAW COMMENTS
YON
NO.
DATE
REVISION
B7
SHEET TITLE
DRAINAGE PLAN
PROIECC NO.
TWE
DATE
9/16/16
PROJECT
HENN STORAGE FACILITY
TOWN OF WAXHAW, UNION CO., N.C.
FOR: HENN AUTOMOTIVE, LLC
DRAWN BY
BTG
MA
XARSR®UGYi-WILLIAMS & HOULSy INC.
Planning o Surveying o En sneering
I� Oak Court P.O. Box 1198
!te "atNCratCion orporaC -te Charlotte, Borth Caroline. 28279 Pmavllla, Borth CaCarolina,2.194
0475 7041M.1980 704.55•.06*fax)
nktWING No.
251-111
. oP 2g11�

l l /
NOW OR FORMERLY
GADD REALTY
GRO UP INC.
DEED: 419-822
TAX 06141006
ZONING: C-3 I \ \ \ \ \ \ \ \NOW -OR FORMERLY,
E.P. NISBET CO.
I \ \ \ \ \ ( l MP: F- 951
TAX #06141006F I /
I �
ZONING: C-3 I
I I
N I /
GADD REALTY ME I
Z GRO UP INC.
/ No 0 /F� MERI,Y \ Oil -
Ix / \ 3 CT N /A -COLE-
07--74-2 \ \ \ \ \
0 II�G� �1�-43 �
SITE
VICINITY MAP
HW 202 / / / — NO SCALE
TAX #06141006E-
ZONING: C-3
DI 12A-
---� 0.18 AC.
/i �� �� 0.08 AC. 0.31
COV. EX. CONCRE JB 201 \` ASP EX. BUILDING DRIVE
\A%CH\
CO 32 FFE: 6� 2
/ /i
0.10 AC.s. NOW OR FORMERLY\
Ex F / CO 35 �/ \�\
0.10 AC. EX CRETE \ CONCRETE o 0.09 AC. \ A PERIN DEVELOPMENT \
DI 7 / / //i /� COMPANY LLC
�\ s CALL
\ \ PP � MB: J-736 NC ONE CALL SYSTEM i CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
\ \ B 301 \ RK\ O S GE \ / I BEFORE YOU DIG )'
0.29 AC. APPROPRIATE PARTIES AND ASSURING THAT EXISTING
5 , � 0.36 AC. � / � / / / � , \ DI 17 � \ TAX #06141018E
\
�/� UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
ZONING: C-3 COND. USE 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
\ 2 \ \ j \ I ^':f \ \ TUSING O THE FLAGMEN,
ETC., AS NECESSARY TO INSURE SAFETY
C.
3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
CO 34 p MH 200 MH 16 \ \ \ \ BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION AND
I^ $ \ \ DI 3 CMUD SPECIFICATIONS
J\ CB 300
/ \ n
1
2
0.29 AC. o� \
o FFE: 611.4 \ %eO6
0.05 C.
0.1 AC.
/ \ \ MH 1 \
�\\\\
�o�\
ti /
I / �
\ \ I \ AVOID
UTILITY
DAMAGE
4). SHORING MLL BE STANDARDS PAT 1926RDING TO OSHA SU PART P, ORTASNCHING
AME AMENDED.
\ I AVOID UTILITY DAMAGE
\
\ \ I \ LEGEND
CB — CATCH BASIN
\ DCB — DOUBLE CATCH BASIN
I DI — DROP INLET
NOW OR FORMERLY I \ DDI — DOUBLE DROP INLET
III CITY. ELECTRIC SUPPLY
I \ MH — MANHOLE
/ FES — FLARED END SECTION
COMPANY / INV — INVERT
DEED:5940-618 I \ / TOP OF CURB
TAX #06141018B SDE—STORM DRAINAGE EASEMENT
DI 13 ZONING: C-3 COND. USE I \ P.D.W.Q.E.— PERMANENT DETENTION/
WATER QUALITY EASEMENT
x.xx Ac. DRAINA%I� A4#fffjT AJT STRUCTURE
\ / 30 0 15 30 60 120
- - -� WATE SHE DRAINAGE i / \
AR A= 4.90 AC. / / / /
\ , (IN FEET )
/ 1 inch = 90 it
1 \bo
1 < /
NOW OR FORMERLY y
ROCKY HOME PLAZA INC
INYA DEED:6207-4701 -
°A° AFC TAX #06141018A I
ZONING: C-3 COND. IUSE \ J/
I I /
A /
14906 ::J
/THOU %N
4111111W\6 A.
i
03/23/17
RENSED PER TOWN of NAMHAN COMMEM
ym
NO.
DATE
REVISION
EV
SHEET TITLE
DRAINAGE AREA PLAN
rR07Ea 14.
35u-
DATE
A
9/16/16
PROJECT
HENN STORAGE FACILITY
TOWN OF WAXHAW, UNION CO., N.C.
FOR: HENN AUTOMOTIVE, LLC
DRAWN BTG
UM By
MA H
YARBR®&TGH-WILLIAMS 6[ $I®UL76, gNC.
Plaxxixg U Sxrveyixg o Exginscrixg
r tm.lmr
720 1Fndaor Oak Court P.O. Box 1196
NC Corporate Charlotte. North Cerotiva, 26279 Pineville, North Carolina, 26194
Re istration C-0475 7N.556.1990 704.M8.OWfai) ISHT
DEAnxc NO.
251-110
6 w 20m
0

/ NOW"o RjbfERLY� J,
j N/�-- GOLD
NOW OR FORMERLY / / \ \ \ \ \ \ � / � r, � �/ 0 � 1�1-043�;�
GADD REALTY \ \ \ I �r \ A {
GRO P INC. J 'ZO II�G� SITE
DEED: 419-822 / / / 1 \\� \ \ \ ` REINFWRITIORCEDRSLOPENANDORETAINING WALL CONSTRUCTION
E / / /\
TAX 06141 006 / / I \ \ \\ \ \\ \ \ \ I S ALL PROVIDED TO HE OW�I OF WAXHAjW.
ZONI G: C-3 / \ \ I / i
\ \ \ W-OR FORMERLY /' \ / "
\ � / � ( \ \ \ / �� � � � VICINITY MAP
E.P. NISBET CO. / \ i i \ I ( \ // / / _ ^ \ NO SCALE
I I \ MP: F- 951 / / I I ( / / \ \
` / \ 586.50 TW \ \ \ \
TAX #06141006F� 586.50 , /
I I
J��TW/s1o.oO'TW-3 5ZONING: C
585.\ \ \
596.50 B 605 00 BW / _ /� ` \ \\ \ \ \
\ I / I I I I ` \ I I 84.�5 / / 6� w� \ \ \ \ \ \
NOW OR FORMERLY 1 1 I \ _ � \
GADD REALTY / 1:1 SLOPE SHALL BE i INFORCEL ITHE 09
TORM
GROUP INC. DESIGN SHALL BE PREPARED BY A Ex. 5, �68.50
/ GEOTECHNICAL ENGINEER AND SUBMITTED SEPARATELY FOR VIEW AND R ITTING
SS'
DEED:1419-822
R P G.
TAX #06141006 j—
ZONING: C 3mv
Ex. CONCRETE EX. ASPHALT
IX. BUILDING DRIVE
///////// �' G NOW OR FORMERLY \
CONCRETE EX. A PERIN DEVELOPMENT
\ \ 0 � .'., ..r � / / -
\ :f; �\:._` .. ... / // COMPANY LLC \ \ \ o P�5 ce I MB: J-736
\\ 5
:... , / i /\ s I TAX #06141018E
Tw \ BONING: C-3 COND. USE
11.60 Bw \ NOTE:
620.20 TW
610.97 BW \ \ I \ BOTTOM OF WALL ELEVATIONS (BW) ARE SET AT
is.b010. 7 BW \ \ APPROXIMATE EXISTING GRADE OR PROPOSED
Tw 618.50 10.50 BW \ I CONTOUR GRADE AT INDICATED SPOT SHOT
611.40 9. 'TW \ LOCATIONS. BOTTOM OF WALL GRADES SHALL BE
610.70 BW \ I \ VERIFIED IN FIELD DURING CONSTRUCTION.
\ 610.94 BW TW
s1os4 \ FOUNDATION DEPTHS AND ELEVATIONS FOR WALLS TO
\ I
61.TW BE SET BY WALL \ \ \ FIT BASED ON CONDITIONS. ICONTRACTOR AS THEY SEE s11.20 2o BW
FFE: 611.4
IIICALL
1 I NCONE
CALL YOU DIG SYSTEM 1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
\ V III I I \ APPROPRIATE PARTIES AND ASSURING THAT EXISTING
NOW OR FORMERLY
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
CITY ELECTRIC SUPPLY I \ 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
/ C I / TO THE PUBLIC.
�� 0\ � - / - \ III COMPANY I I 3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
DEED: 5 94O — 618 - \ \ BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION AND
JTAX #06141018B I CMUD SPECIFICATIONS.
/�— /v 1-800-632-4949 4). SHORING WALL BE ACCORDING TO OSHA TRENCHING
r/
L� ONING: ti 3 COND. USE I I AVOID UTILITY DAMAGE STANDARDS PART 1926 SUBPART P. OR AS AMENDED.
GRAPHIC SCALE
(IN FEET )
i 1 inch = 30 ft_
�A \ NOW OR FORMERLY y
ROCKY HOME PLAZA INC
y
\ A'QILz\C
�o
/ I �0���i�6'
s,�FyTF� DEED:6207-4M — —
�A�qF� TAX #06141018AI 1
\ ZONING: C 3 COND. IUSE \\/
I I
I • Ag' �,
SEAL
14906
0.7/29/1]
RMSED PER TOM OF WAMAW COIM,EATS
YMH
N0.
DATE
REVISION
BY
SHEET TITLE
GRADING PLAN
PROJECT NO.
DA
i"=3o'
DATE
9/16/16
PROJECT
HENN STORAGE FACILITY
TOWN OF WAXHAW, UNION CO., N.C.
FOR: HENN AUTOMOTIVE, LLC
AIM BY
n BTG
CHECUM
MAHY
YARBRouGH-WILmon & HOUI.B' IPic.
�Prtapuniug 0 Surveying a Eu ineeriug
790 1woor Oak Court P 119ENC
I% wC"Porate
0475 Charbtta, North 704.666.1990 704.656.0506(fax) North Caroriva, 26194
n1uwJM No.
251-109
/�
sxT 7 oP 2Offm

\ \ \ 1 \ \ / NOW�O RjbFERLY� �
NOW OR FORMERLY \ 1 \ /
GADD REALTY / � \ \ \\�\\ \ \ \ � � � � �
\ \ \ ` / / I — \ \ e� 101 p, oSITE
GRO UP INC. / � \ \\ \\ \ \ � / � / ' \ j �� / // � \ \ P ti Q�
Fe Q o
DEED: 419 - 822 /
TAX 06141006
ZONING: C-3 I \ \\ I /NOW —OR FORMERLY � / � � ��b � � � / / / / ttP "
I E. P. NISBET CO. / r / I� �W ( / / �/ _ \ \ \ \ \ ENO I SCALED
I \ \ \\ \ ( MP: F-951
TAX #06141006F�
I \ \ \ ZONING: C-3LARAW
\\ 11\\\
\ _ NOW OR FORMERLY I1I I I , I /
GADD REALTY
aT
P0�GMGROUP INC. op",_ N
H «SDEED:1419-822 \\ \ \
TAX #06141006E—
ZONING: C 3 — — —
/ X. , \\ / \
� ��//// PIN OAK
/ INE12
—� / / / / EX ,4" `'/,,a• IIJE y C \ \—_---_l EX..GRAVEL
\ /\ �— -- / / � / / // • �/ /I" "• � \ \�— � _— /PARKING
4 / /
/ G `Iv/ // a COO. Ex B EX. CONCRETE /� / \� —�. / / / / ///
-MECH EX. ASPHALT DRIVE/�
I\ / ' .GRAVEL a
PIN
/ �/ / /G Fp RKING a
,y /'
\ El
PINE
Id
6 PP OGko� �—� \ / /////// G NOW OR FORMERLY \
\\ \ \
CREEX. CONCRETE 12 c ry-� �� A PERIN DEVELOPMENT
/` . / / \\ \ \ EX. TE DRI ASPH COMPANY LLC
/
PEES MB: J-736
TAX #06141018E
-ZQNING: C-3 COND. USE
\ X. 2 \ AS HALT
re \
.19
\ VE
CON \ \ //II \ \ EX. IMPERVIOUS AREA: 5 ,960.06 S.F.
CALL \ NC ONE CALL SYSTEM 1 CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTINGAPPRO
I BEFORE YOU DIG ) UTIUTILITIESIA E LOCATED PARTIESAND PRIOR�TORGI N N ING BEG E
THAT
XIsTNG
NOW OR FORMERLY CONSTRUCTION.
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
CITY ELECTRIC SUPPLY I \ USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
COMPANY / To THE PUBLIC.
3) ALL PAVEMENT
/
/ rzA
f,
DEED:5940-618 \
TAX #06141018B I
ZONING: C-3 COND. USE I I \
\ J
NOW OR FORME LY ti
P ROCKY HOME PLAZA INC I
-y,�FtiF� DEED:6207-4701 —
�A� AFC TAX #06141018A1
ZONI C-3 COND. USE
I I
I
I • �g�
• fujir!
Fii'ri _
9p'GI N6��'`�
CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION AND
CMUD SPECIFICATIONS.
1-800-632-4949 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING
AVOID UTILITY DAMAGE STANDARDS PART 1926 SUBPART P, OR AS AMENDED.
GRAPHIC SCALE
30
( IN FEET )
1 inch = 30 ft.
THIS PLAN IS A FINAL DRA WrING-NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIALLED DATED AS APPROVED:
APPROVED: /, �
IN ALS DA
120
N
03/28/17
LASED PER TOWN OF WAMAW COMMENTS
YO N
N0.
DATE
REVISION
BY
SHEET TITLE
PRE—DEVELOPMENT PLAN
PROJECT NO.
SCALE
DATE
9/16/16
PROJECT
HENN STORAGE FACILITY
TOWN OF WAXHAW, UNION CO., N.C.
FOR: HENN AUTOMOTIVE, LLC
DRAWN BY
BTG
CHECCAHY
YMMROUGH-WILLIAMS & HOULB, INN.
(P�Prlea,)nning o Surveying o�Ex�inesring
790 imdeor Oat Court P.O. BDz 1198
NC Corporate Charlotte, North Ce HuR, 28M PinewMe. North Carolina, 28134
Re iatratiNm C—NM75 704.5561990 704.556.0505(tax)
DRAWING NO.
251-108
8 OF 2f�
SNT MS
r

/► �, �� ♦ � ♦\fir ` j�� ♦
038' RJR
INV -w? 3
0102" BULKHEAD At
A
018" OUTLET STUB A2
WV=7.$
017 STUB FROM STORMFLTER
INV - 5o7S
O �o
O
000<
OOO�O
PER DEML
OW FWM
NWSMB
07r STORNFILTERMIN
(6) 27" CARMOES
THE UNDERSIGNED HEREBY APPROVES THE ATTACHED
(3) PAGES INCLUDING THE FOLLOWING:
• PIPE STORAGE m 6785 CF
• MAINLINE PIPE GAGE = 12
• WALL TYPE = SOLID
• DIAMETER In 96"
• FINISH = ALT2
• CORRUGATION = 5X1
ICUSTOMER DATE II
a•
WON
DATE
O O
OO O O O O
Ir
01T STUB TO STOIWFLTER
INV - as
ASSEMBLY
SCALE: 111 = 101
PIPE STORAGE: 6786 CF
LOADING: H2O/1-125
SYSTEM INV = 0.001t
01V INLET STUB
m[Wema
r 1'-Q";MIN.
LIMITS OF
�— REQUIRED
BACIMLL
122TYP:;
TYPICAL SECTION VIEW
SCALE: N.T.S.
NTECH•
ENGINEERED SOW110NS LLC
wws7.Contmo EB.00m
9025 Cones Points Dr.. Suits 400. West Ch"W. OH 46069
800,988.1122 51"45.7000 51"4a-7993FAX
III�1■ •
CMP DETENTION SYSTEMS
CONTECH
PROPOSAL
DRAWING
OVERFLOW
— 'WEIR AT60420
4" ORIFICE AT
602.40
ELEV =—QOQ.5Q.
ELEV = 598.00
WEIR PLATE DETAIL
VIEWED FROM OUTLET END
0MO" BULKHEAD 01
NOTES
• ALL RISER AND STUB DIMENSIONS ARE TO CENTERLINE.
• ALL ELEVATIONS, DIMENSIONS, AND LOCATIONS OF
RISERS AND INLETS, SHALL BE VERIFIED BY THE
ENGINEER OF RECORD PRIOR TO RELEASING FOR
FABRICATION.
• ALL FITTINGS AND REINFORCEMENT COMPLY WMI
ASTM ASK
• ALL RISERS AND STUBS ARE 2% xY2" CORRUGATION
AND 16 GAGE UNLESS OTHERWISE NOTED.
• RISERS TO BE FIELD TRIMMED TO GRADE.
• QUANTITY OF PIPE SHOWN DOES NOT PROVIDE EXTRA
PIPE FOR CONNECTING THE SYSTEM TO EXISTING PIPE
OR DRAINAGE STRUCTURES. OUR SYSTEM AS DETAILED
PROVIDES NOMINAL INLETANDIOR OUTLET PIPE STUB FOR
CONNECTION TO EXISTING DRAINAGE FACILITIES. IF
ADDITIONAL PIPE IS NEEDED IT IS THE RESPONSIBILITY
OF THE CONTRACTOR.
Pwm= Nor: BER. N•: DATE:
UNDERGROUND DETENTION SYSTEM — 552302-010 55=2 010 11/112016
HENN AUTOMOTIVE �p"KMR p'Aw",IDP 14906
APPNDIIM
WAXHAW, NC
SITE DESIGNATION: UGDS etEErNo_ /�c gNTH
P1 OF 1 %1
10
GRAPHIC SCALE
( IN FEET )
1 inch = 10 ft.
THIS PLAN IS A FINAL DRA )PING —NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIAALS
ATED AS APPROVED:
APPROVED:
/ ATE
03/28/17
PENSED PER TOM OF WAXHAW COMMENTS
ym
NO.
DATE
REVISION
BY
SHEET TITLE
UNDERGROUND DETENTION DETAIL SHEET
PRDJECT NO.
sua
D.T'x —10•
9/16/16
PROJECT
HENN STORAGE FACILITY
TOWN OF WAXHAW, UNION CO., N.C.
FOR: HENN AUTOMOTIVE, LLC
BY
D BTG
MAH
YARBROUGH-WILLIAMS & HOULE9 INC.
PP14xxixg D Surveying D Engixserixg
790 ul wr Oak Court (P.O�. BSoz LIDO
NC Corporate Charlotte. North Carohm 2=3 Pineville. North CmUDa 2M34
lie ' tration C-0475 104.N6.19M0 704.5W.0506(fax)
DRAWING. N0.
251-106
/� /�
1 Q 2
ism P

�< T
Qa
aaa
0
J
♦ � I
♦� ♦ U . ,
♦ -
O O 12" STUB AT STORMFILTER O O O
O O O �V:59 .0
O 2' STORMkILTERITA
O IX (6) 27" CARTRIDGES. O O O O O
O E ET L T I S ET. _ O -
O
O
O O °
Ate.+
1A
L
INLE
C.ONTRACTORTO GROUTTO
FINISHED GRADE
(SEE PLAN FOR LOCATION)
GRADE.
MNGIRISERS
B .
INLET PPE
012'-CMP
v vOvO�Ov:.
PLAN VIEW
L
FILTER
CARTRIDGE
FLOW KIT
SECTION A -+A
rn
FLOW
STEP
RIM ELEV.610.90
OUTLET
INV SLEW. 587.SW
SEE OUTLET DETAIL
(THIS SHEET)
HOPE OUTLET RISER
OUTLET SURAP
r
L
HOPE OUTLET RISE
CONSTRUCTION
FLOW BYPASS
(SEE INSTALLATION
NOTE G)
r PVC
SUP PLUG
(BY CONTEGH)
6aaw I
i
SECTION B-B OUTLET DETAIL
SEALED OUTLET RISER a
FLOWIOr4u
MATERIAL LIST -PROVIDED BY CONTECH SITE DESIGN DATA I I I I II
COUNT
DESCRIPTION
INSTALLED BY
8
27-, 7.8 GPM, PERLRE CARTRIDGE (PURPLE)
PRECASTER
XK
r PVC SUP PLUG
PRECASTER
1
SEALED OUTLET RISER
PRECASTER
1
FLOW Km
PRECASTER
1
JOINT SEALANT (BY PRECASTER)
CONTRACTOR
1 PLC
GRADE RINGSIMSERS
CONTRACTOR
1
030-x4-FRAME AND COVER
CONTRACTOR
F OW RATER
r1AGFB
Ir
PEAK FLOW
NACFB
It
UJ
RETURN PERIOD
OF PEAK FLOW
NAYRS
FJ- I.L.
LL Of
RLTERMEDIATYPE
PERUTE
0Z°
OF 92 0
o
U! fV =)
J Ln Q H
PERFORMANCE SPECLFICATION
CARTRIDGES MEDIA-RLLED, PASSIVE. SIPHON
_ � Z Qa Z
�
FILTER SHALL. BE ACTUATED, RADIAL FLOW. AND SELF CLEANING. RADIALMEDIA DEPTH
Z Z (!)
SHALL BE 74MCNES. FILTER MEDIA CONTACT TIME SHALL BE AT LEAST 37 SECONDS.
Q W �.
SPECIFIC FLOW RATE SHALL BE 1 GPEW (MAXIMUM). SPECIFIC FLOW RATE IS THE MEASURE OF THE FLOW (GPM) DIVIDED BY THE
= W
MEDIA SURFACE CONTACT AREA(SF). MEDIA VOLUMETRIC ROW RATE SHALL BE B GPWCF OF MEDIA(MA)GIMIM).
s Q
GENERAL NOTES
I).l
w
1. CONTECH TO PROVIDE ALL MATERIALS UNLESS NOTED OTHERWISE.
2. FOR FABRICATION DRAWINGS WITH DETAILED STRUCTURE DIMENSIONS AND WEIGHTS. PLEASE COHTACTYOUR CONTECH
ENGINEERED SOLUTIONS LLC REPRESENTATIVE. miiiW CoriediEB. M
3. STORMFILTER WATER QUALITY STRUCTURE SHALL BE N ACCORDANCE WITH ALL DESIGN DATA AND INFORMATION CONTAINED IN
THIS DRAWING. CONTRACTOR TO CONFIRM STRUCTURE MEETS REQUIREMENTS OF PROJECT.
4. STRIICTUREaHWJ.MEETAASHTO H82D LOAD RATING. ASSUMING EARTH COVER OF 9-&AND OROUNDWATER ELEVATION AT, OR
Z
a
BELOW, THE OUTLET PIPE INVERT ELEVATION. ENOINEEROF RECORDTO CONFIRM ACTUAL GROUNDWATER ELEVATION. CASTINGS
SHALLMEETAASHTO MSINIANDBECASTWITNTIHENANTECHL000.
a. STORMFILTER STRUCTURE SHALL BE PRECAST CONCRETE CONFORMING TO ASTM C-478 NO AASHTO LOAD FACTOR METHOD
Is `
INSTALLATION NOTES
III
A ANY SU&BASE, SACITLL DEPTH, ANDIOR ANTHFLOTATION PROVISIONS ARE SITE -SPECIFIC DESIONCONSIDERIQIONS AND SHALLBE
� E
SPECIFIED BY ENGINEER OF RECORD.
Z�
s
B. CONTRACTOR TO PROVIDE EQUIPMENT WITH SUFFICIENT LFTNO AMID REACH CAPACITY TO LIFTANO SETTHE STORMF LT ER
p 8vI
STRUCTURE (LIFTING CLUTCHES PROVIDED] -
US1
1
C. CONTRACTOR TO INSTALL JOINT SEALANT BETWEEN ALL SECTIONS AND ASSEMBLE STRUCTURE.
z
D. CONTRACTOR TO PROVIDE. INSTALL AND GROUT INLET PPE(8).ALL PPE CENTERLINES To MATCH PIPE OPENING CENTERLINES.
9A
E. CONTRACTORTO PROVIDE AND INSTALL CONNECTORTO THE OUTLETRISER STUB. STORNIILTEREQUPPFDWmiADUAL
,•
DARN
DIAMETER HOPE OUTLET STUB. IF OUTLET PPE B LARGER THAN 8 INCHES, CONTRACTOR TO REMOVE THE B NCH OUTLET STUB AT
11/WnS
MOLDED N CUT LINE. COUPLING BY FERNCO OR EQUAL AND PROVIDED BY CONTRACTOR
F. CONTRACTOR TO TANG: APPROPRIATE MEASURER TO PROTECT CARTRIDGES FROM CONSTRUCTION4WELATED EROSION RUNOFF.
•
JDP
oeA_t
JDP
G. CONTRACTOR TO INSTALL SUPPLIED PLUG IN CONSTRUCTION FLOW BYPASS WHEN SYSTEM 18 BROUGHT ON LINE PRESSURE FITo�
ONLY, DO NOT GLUE).
JDP
STRUCTURE WEIGHT
earorxe.:
MMocw�e�
APPROXIMATE HEAMESTPCK- T.B.D. LBEL
552302
01
OF X PIECES
MAX FOOTPRINT= 072' MANHOLE STORMFILTER
1 _ 1
1, 14906
p'F!yGiNl
CwMTECHO
ENGINEERED SOLUTIONS
Design Engineer.
Date
Site Information
Project Name
Project State
Project Location
Drainage Area, Ad
Impervious Area, Ai
Pervious Area, Ap
% Impervious
Runoff Coefficient, Rv
Water Quality Volume Calculations
Design storm rainfall depth, Rd
Water quality volume, WQV
Storage Component Calculations
Capture 75% of WQV
Pretreatment credit (estimated or calculated), %pre
Mass loading calculations
Mean Annual Rainfall, P
Agency required % removal
Percent Runoff Capture (% capture)
Mean Annual Runoff,Vt
Event Mean Concentration of Pollutant, EMC
Annual Mass Load, Mj�tw
Filter System
Filtration brand
Cartridge height
Cartridge Quantity Calculation
Mass removed by pretreatment system, Mr.
Mass load to filters after pretreatment, M,.1
Estimate the required filter efficiency, EI..,
Mass to be captured by filters, Mfgt,,
Maximum Cartridge Flow rate, Q.,t
Mass load per cartridge, M.,t (Ibs)
Number of Cartridges required, N..
Maximum Treatment Capacity
Determining Number of
Cartridges for Volume -Based
Design in NC
JDP
Blue Cells = Input
3/2712017
Black Cells = Calculation
Henn Automotive
North Carolina
Waxhaw
0.91 ac
0.91 ac
0.00
100%
0.95
=0.05+0.9*(AilAd)
1.0 in
3138.1 fts
=Ad*Rv*Rd*(43560/12)
2353.6 fe
=0.75*WQV
30%
45 in
85a/o
90%
127,094 it'
=P*Ad'Rv"(43560/12)*%capture
70.0 mg/1
RYP�Yy 80-NevMnF-wOR .]0-Come,a,®1. 100-4NuzbiW)
665.06lbs
=EMC'Vt*(28.3)*(0.000001)'(2.2046)
StormFilter
27 in
167 Ibs
=Mtotal * %removal
389 IDS
=Mtotal - Mpre
79%
=1+(%removal -1)1(1 - %pre)
305 Ibs
=Mpassl * EfiRer
7.6 gpm
=q * (7.5 ft2lcartridge)
54 Ibs
=lookup mass load per cartridge
6
=ROUNDUP(M61ter/Mcart,O)
0.10
=Nmass*(Qcartt449)
SUMMARY
Maximum Treatment Flow Rate, cis 0A0
Cartridge Flow Rate, gpm 7.5
Number of Cartridges 6
02008 CONTECH Stormwater Solutions
Conlechstomw inter wrri
1 Of 1
x
GRAPHIC SCALE
( IN FEET )
1 inch = 10 ft.
THIS PLAN IS A FINAL DRA PING -NOT
RELEASED FOR CONSTRUCTION
UNLESS
PPROVEDNITIAL/LIED DAB nAPPROVED:
AU
1
03/28/17
REVISED PER TORN OF WAMNAW COMMENTS
yNN
NO.
DATE
REVISION
BY
SHEET TITLE
STORMFILTER
DETAIL SHEET
PROJECT NO.
' -' °
DATE
9/16/16
PROJECT
HENN STORAGE FACILITY
TOWN OF WAXHAW, UNION CO., N.C.
FOR: HENN AUTOMOTIVE, LLC
DRAWN BY
8TG
CHSCKED BY
H
NC WCorporate
C-0475
YARBRouGH-WILLiAMS & FOULS, INN.
Planning o Surveying D Engineering
7300 Iindsor Oak Court P.O. Boz 1198
Chertotte, North Caroli28273 Pineville. North CarollDa, 28134
m,
704.556.1990 704.558.0505(faz)
DRAWING NO.
'
251-105
sff 11w 2g ers

i a '
/ v `
1" G ^
1" R.P.B.P.
REDUCED PRESSURE DETECTOR
ASSEMBLY PER DETAIL 24B �J
1" DOMESTIC METER
a
a
a
1" GV R.P.B.P.
s <1 1 IRRIGATION O
METER `bO
J Q�\` V
PROPOSED FIRE
\ HYDRANT W/ 6" G.V.
12"X6" TAPPING SLEEVE AND VALVE.
MUELLER H-615 OR EQUAL. TAPPING
SLEEVE, VALVE, MATERIALS, AND ��� \�
INSTALLATION BY DEVELOPER. S E�f S CAL E . 1 - 10
DEED:1419-822
TAX #06141006E
/ ZONING: C-3
02
F
IX. SSMH
RtM: 625.93
PP INV IN (2 ): 623.41
IX. INV OUT (8'): 622.4
TIE PROP. 2FORCE
MAIN TO L. SSMH
MAI1 FORCE
W
MECH COv.
EX. BUILDING -
ARCH \
/
/
NOW OR FORMERLY
\ E.P. NISBET CO.
MP: F— 951
TAX #06141006F
\ ZONING: C-3
\ gTORP PI --
EX 18
EX. ASPHALT
DRIVE
1N P
APPR X.
WATER LINE Ex. CONCRETE
FS c
F.X. CONCRETE / �S
tom. C h "gip%
5 RKI 0 5 PCE y WATER
1
•t TRIP EWIRES Y
F, 11
P -CE
R UC D PRESS ROE p
-:PRINCIPLE BACKFLOW PREVENTION
SEMBLY TO BE INSTALLED E\'
ABOVE GROUND WITHIN INSULATED 1 .V. : •'. 6
` NCLOSURE PER UNION COUNTY
-!,REQUIREMENTS. ENCLOSURE TO
INCLUDE DRAIN PORTS FOR \
ISCHARGE WATER PER
�
Yp R PRE RE E
A� BL`( PgERR AIL\2MESTI
12" x 6' TAPPING AND VALVE. \
MUELLER H-615 OR EQUAL. TAPPING
SLEEVE, VALVE, MATERIALS, AND
INSTALLATION BY DEVELOPER.
1.
T
W
/ U
E
P
R
I
I
I
BA
0
PROP. 1' IRRIGATION
\ SERVICE LINE
\\ 1 IRRIGATIO METER
REDUCED PRESSURE PRINCIP
CKFLOW PREVENTION ASSEMBLY \
BE INSTALLED ABOVE -GROUND \
ITHIN INSULATED ENCLOSURE PER
NION COUNTY REQUIREMENTS.
NCLOSURE TO INCLUDE DRAIN
ORTS FOR DISCHARGE WATER PER
EQUIREMENTS.
�Nf
F
r p
ti ay.
CONNECTION
4' DOMESTIC
TER SERVICE
E
6-
0
PROP.
PUMP
0
V
6' FIRE SER1
'4' DOMESTIC
1TER SERVICE
NOW OR FORMERLY
NATHAN A. COLE
DEED: 6207-742
TAX #06141043
ZONING: R-1
NOW OR FORMERLY
A PERIN DEVELOPMENT
COMPANY LLC
MB: J-736
\ TAX #06141018E
ZONING: C-3 COND. USE
NOW OR FORMERLY \
CITY ELECTRIC SUPPLY
COMPANY
DEED: 5 940 — 618 \
TAX #06141018B
ZONING: C-3 COND. USE \
9ti
NOW OR FORMERLY
ti
99°sue
ROCKY HOME PLAZA INC
/
B mF y9 O
F�
DEED:6207-470
/
>t9gF�
TAX #06141018A
/
ZONING: C-3 COND. USE
SEAL =
/
14906
/
*'A
''/i; "INTHON�
\\\N
OP vA
G
p0 P S
e� R°yo�ti e�S SITE
y
e 0
VICINITY MAP �pphv�
NO SCALE
CALL
NC ONE CALL SYSTEM
1)•
CONTRACTOR IS FULLY RESPONSIBLE
BEFORE YOU DIG
FOR CONTACTING
APPROPRIATE PARTIES AND ASSURING THAT EXISTING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
2).
CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
3).
ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION AND
CMUD SPECIFICATIONS.
1-800-632-4949
4).
SHORING WILL BE ACCORDING TO OSHA TRENCHING
STANDARDS PART 1926 SUBPART P. OR AS AMENDED.
AVOID UTILITY DAMAGE
GRAPHIC SCALE
30 a
15
30 so 10"
( IN FEET )
1 inch = 30 ft.
THIS PLAN IS A FINAL DRA 1FING-NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIALLE DATED AS APPROVED:
APPROVED:
IA / DAT
1
EM117
REWSED PER TOWN OF WAXHAW COMMENTS
y0m
NO.
DATE
REVISION
6Y
SHEET TITLE
UTILITY PLAN
FkWFCr NO'
''�-30'
M9/16/16
PROJECT
HENN STORAGE FACILITY
TOWN OF WAXHAW, UNION CO., N.C.
FOR: HENN AUTOMOTIVE, LLC
DRAWN
BTG
MAH
YARBROUGH-WILLIAIIHS & Houmg INN.
Planning o Surveying o E&nOineering
Lobm9
730 Window Oak Court P.O. Box 1198
NC Corporate Charlotte, North CeroBne, 28M Pineville. North Corotma, 2MS4
Re iatretion C-0475 704.556.1990 704.558.0505(fax)
OR9tIN0 N0.
251-104
1� 2�
SNf uS
_. _

NOW! 0 RL
/ j2---COLE-
\I l '// / ayNOW OR FORMERLY /� 072 \
GADD REALTY TAB 141-043--�
GRO UP INC. / \ j 1 j / BEGIN WALL ��� / \ j \ \ \ A "�F Quo SITE
DEED: 419 — 822 �\ \ \ \ \ 1 l
TAX 06141006 / /CLASS II RIP ROCK CHE� \ \ \
DAM FACED WITH #57 STONE
ZONING: C-3SNOT-OR FORMERL % I
i /
\ \ I ( � � // / \ \ \ \ VICINITY MAP
E.P. NISBET CO. / I l lW TEMPORARY /j / j / \ \ NO SCALE
///
MP; F' 9J�1 � j END OF WALL
TAX #061 41 OO6F ' j / �\ \ \ STANDARD ANOES
1 I \ 1 \ ZONING: C- 3 jj /j i /\ \ \ \ `\ \ 1. AS REQUIRED BY THE NPDES GENERAL PERMIT NCG010000, ALL
1 1 1 I I I I I j
\PERIMETER DIKES, SIMILES, DITCHES, PERIMETER SLOPES AND ALL
I SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE
_ NOW OR FORMERLY ' I I I j \ ­7j� j j j \ PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
j / I 1 ji j/ \� COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7
GADD REALTY / I I �/ / / �\ \ ALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. ALL
GROUP INC. I I I I I I I EX. Epp p1PE / '� // j/ �� / / THEIR DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR
STORM j �ERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
I I I Ij —�/ / \j� �' �J O \ RACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE
DEED:1419-822 / ) I I I j i` 0 \ A L: '\ j ST LAND DISTURBING ACTIVITY. GROUND STABILIZATION TIMEFRAME
j TAX #06141006E / / I j j J 1 j 1j j �\ \ EMPTIONS CAN BE FOUND IN THE NPDES GENERAL PERMIT
\\ CGO10000 UNDER SECTION 2.B. GROUND STABILIZATION.
. ZONING: C-3 / � NO LAND DISTURBING ACTIVITY, EXCEPT THAT WHICH IS REQUIRED TO
/ j � � � I I \\ �
z' % NSTALL EROSION CONTROL MEASURES, MAY COMMENCE PRIOR TO
�"�/ /� /\\� I APPROVAL BY THE DIRECTOR OF DEVELOPMENT SERVICES.
/
/ / / / I I I I I j \N / 3. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BASED
/ / // �L UPON SPECIFIC SITE CONDITIONS.
4. CONTACT THE TOWN OF WAXHAW DEVELOPMENT SERVICES
DEPARTMENT, AT 704-843-2195, FOR A PRE -CONSTRUCTION MEETING
PRIOR TO ANY LAND DISTURBING ACTIVITY.
5. REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AND
STRUCTURES ONLY AFTER SITE IS FULLY STABILIZED AND APPROVAL
T
HAS BEEN OBTAINED FROM THE TOWN OF WAXHAW DEVELOPMENT
SERVICES DEPARTMENT.
Ex. CONCRETE
/ P�N�N /// Ex. eul EX. ASPHALT �6. ALL EROSION CONTROL DESIGNS SHALL BE IN ACCORDANCE WITH
RE \ BUILDING \ DRIVE THE TOWN OF WAXHAW ENGINEERING, STANDARDS AND PROCEDURES
jj% MANUAL, AND THE NCDEQ EROSION AND SEDIMENTATION CONTROL
PLANNING AND DESIGN MANUAL, LATEST EDITION.
�/ 7. FOR PHASED EROSION CONTROL PLANS, THE CONTRACTOR SHALL
SKIMMER BASIN #1 \ j j j / MEET WITH THE EROSION CONTROL SPECIALIST PRIOR TO COMMENCING
EACH PHASE OF SEE DETAIL SHEET #2 FOR j �j / j 8. SITE GRADING ISTOIBE COVERED UNDER THE GENERAL
jBASINIKII7nQkAATInKIL• STORMWATER PERMIT NCGO10000. ANY LAND DISTURBING ACTIVITY> 1
ACRE REQUIRES COMPLIANCE WITH ALL CONDITIONS OF THIS GENERAL
PERMIT UNDER THE NPDES. ANY NONCOMPLIANCE IS A VIOLATION OF
/ \ \ / NOW OR FORMERLY THE CLEAN WATER ACT AND MAY REQUIRE ENFORCEMENT BY NCDEQ.
6 PP TOP OF BOX SHALL BE UTILIZED j 'j \ �j j
AS EMERGENCY SPILLWAY AT 9. CONTRACTOR IS TO KEEP STREET CLEAR OF MUD AND OTHER DEBRIS.
\ CONCRETE j /ELEVATION 605.50, A PERIN DEVELOPMENT 10. THE PROFESSIONAL ENGINEER REGISTERED WITH THE STATE OF
j EX CRETE NORTH WHO PREPED THE EROSION CONTROL PLAN IS
COMPANY LLC SOLE YCAROLINA RESPONSIBLE FOR DENTIIF CATION AND LOCATION OF ALL
MB: J— 736 ENVIRONMENTAL WETLANDS, PERENNIAL AND INTERMITTENT STREAMS
P / G AND BUFFERS SHOWN ON THE PLANS.
RK1 5 GE / / \ / \/ \ /j
// TAX 06141018E 11, THE TOWN OF WAXHAW IS NOT RESPONSIBLE FOR THE ACCURACY
2 . A C . \ ' �j�� /j //F // I # AND ADEQUACY OF THE DESIGN, DIMENSIONS, AND ELEVATIONS, WHICH
ZQNING: C-3 COND. USE SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE. THE TOWN
/ \ / OF WAXHAW, THROUGH THE APPROVAL OF THIS DOCUMENT, ASSUMES
j 2 \ \ \ / ✓�j / \ \ \� \ / / NO RESPONSIBILITY FOR THE COMPLETENESS AND/OR ACCURACY OF
12.ISILT OSACKS WILL BE PLACED IN BASINS/INLETS ALONG ROADWAYS
i
jTEMP. CONSTRUCTION ENTRANCE —
2"-3" COURSE AGGREGATE, 6" DEEP,
j24' WIDE & 100' LONG (TYP.)
TOTAL SITE AREA: 3.42 AC.
TOTAL DENUDED AREA: 2.96 AC.
LEGEND OF SYMBOLS
DENNJDED LIMIT /YYYY% DOUBLE SILT FENCE
I ]-
CATCH BASIN PROTECTION DIVERSION DITCH - ►
ROCK CHECK DAM GRAVEL ENTRANCE
SILT FENCE �* TEMP. SKIMMER BASIN
GRAVEL & RIP RAP �� HIGH HAZARD SILT FEtiCE
FILTER BERM BASIN
ON -SITE BURIAL PITS REWIRE AN ON -SITE DEMOUTION LANDFILL PERMIT FROM THE ZONING
ADMINISTRATOR.
ANY GRADING BEYOND THE DENUDED UMITS SHOWN ON THE PLAN IS A VIOLATION OF THE
TOWN EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE
GRADING ONE ACRE OR MORE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION
OF THE TOWN EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
ALL AREAS MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS. REFER TO EROSION
CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS.
ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF THE TOWN ENGINEERING DEPARTMENT.
A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING THAT WAS NOT PREVIOUSLY APPROVE]
GEOTEXTILE FABRICS MUST BE PLACED UNDER ROCK WEIRS TO PREVENT BASIN BYPASSING.
FAILURE TO SCHEDULE AN ON —SITE MEETING WITH THE TOWN EROSION CONTROL COORDINATOR
48 HRS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 18 OF THE CITY
CODE AND IS SUBJECT TO A FINE.
STABIUZATION IS THE BEST FORM OF EROSION CONTROL TEMPORARY SEEDING IS NECESSARY TO
ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY
REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN.
ANY LAND DISTURBING ACTIVITY MORE THAN 1 ACRE REQUIRES COMPUANCE WITH ALL
CONDITIONS OF THE GENERAL PERMIT TO DISCHARGE STORMWATER UNDER THE NATIONAL
POLLUTANT DISCHARGE ELIMINATION SYSTEM [PERMIT NO. NCG010000J ANY PERMIT
NONCOMPUANCE IS A VIOLATION OF THE CLEAN WATER ACT AND MAY REQUIRE ENFORCEMENT
ACTION BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL
RESOURCES. (FOR QUESTIONS CONTACT MOORESVILLE REGIONAL OFFICE WATER QUALITY STAFF AT
704-663-1699).
NO PERSON SHALL REFUSE ENTRY OR ACCESS TO ANY REPRESENTATIVE OF THE COMMISION OR
ANY REPRESENTATIVE OF A LOCAL GOVERNMENT WHO REQUESTS ENTRY FOR PURPOSES OF
INSPECTION.
DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY, MUST BE PRESENTED
AT PRECONSTRUCTION MEETING.
/✓� / �` //^ -�/ AFTER INITIAL ASPHALT SURFACE WORK IS COMPLETED.
�\ 13. THE FINANCIALLY RESPONSIBLE PARTY/AGENT OR THE
LANDOWNER/AGENT
REQUIRED TO ELF -INSPECT THEIPROJSTURBING ACTIVITY
A SELFINSPECTION,AS
WELL AS DOCUMENTATION OF A PROJECT AFTER EACH PHASE OF THE
S�E � j � \ \ / j/--_ \ I \ PROJECT, IS REQUIRED.
\ „`
\\��°\ \ \ . \ ► / III 1. I \ CALL
\\ NC ONE CALL SYSTEM 1). CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
BEFORE YOU DIG APPROPRIATE PARTIES AND ASSURING THAT EXISTING
NOW OR FORMERLY \
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
CITY ELECTRIC SUPPLY \
2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
COMPANY j TO THE PUBLIC.
I \ 3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
\ j \— / j j j \ DEED:5940-61 8 - / BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION AND
TAX #06141018B I I CMUD SPECIFICATIONS.
I(/ 1-800-632-4949 4). SHORING WILL BE ACCORDING TO OSHA TRENCHING
ZONING: C-3 COND. USE I I AVOID UTILITY DAMAGE STANDARDS PART 1926 SUBPART P, OR AS AMENDED.
GRAPHIC SCALE
30 0 15 30 60 120
jW FEET )
1 inch = 30 ft.
j j \ Vp _
j
NOW OR FORMERLY ti
ROCKY HOME PLAZ� INC "110
�d,
IQ
I --p -o
X
I \.
'kYr DEED:6207-4M
\��T F� TAX #06141018A�
ZONING: C-3 COND. ]USE
I
I
I
IVEWAY PER IT FOR CONSTRUCTION ENTRANCES IN
NCDOT RIGHT-OF-WAY MUST BE PRESENTED AT
PRE -CONSTRUCTION MEETING.
THE FIRST WATERCOURSE INTO WHICH STORM WATER
LEAVING THE SITE IS TRIBUTARY IS BLYTHE CREEK.
ESPONSIBLE PARTY FOR MAINTENANCE OF TEMPORAF
EROSION CONTROL MEASURES DURING CONSTUCTION:
IA,,r1uA.1'1 a 1 MMINMa
/ % ALON CONSTRUCTION CORPORATION
1�CPHONE NUMBER: 704-975 8399
�%ESPONSIBLE PARTY FOR MAINTENANI
MEASURES FOLLOWING CONSTUCTION
CHUCK STARNES
TALON CONSTRUCTION CORPORATION
PHONE NUMBER: 704-975-8399
SEAL
14906
Q; v:
'61N� • ��
� (7
1
Ql/Ta/17
REWSED PER TOWN OF "MAW COMMENTS
ym -
N0.
DATE
REVISION
BY
SHEET TITLE
CLEARING PHASE EROSION CONTROL PLAN
PROJECT NO.
SCAL
1E =30'
DATE
9/16/16
PROJECT
HENN STORAGE FACILITY
TOWN OF WAXHAW, UNION CO., N.C,
FOR: HENN AUTOMOTIVE, LLC
BY
eRB G
T
CHECKED BY
H
YARBRouGH-WILLums & Homj y IN C.
Planning o Surveying o Engineering
bbywoo
730 Ti¢dur Oak Court `P.O. x 1196
NC Corporate amrlotte, North Carolina, 28M PkevNle, North Caroliva, 28134
Re iatration C-0475 704.5N.1990 704.556.0506(tax)
DRAWING NO.
251-103
sHT 1 � 2�

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egg
VICINITY MAP
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.020
TION 6 so ACRE REQUIRES COMPLIANCE WITH ALL CONDITIONS OF THIS GENERAL
PERMIT UNDER THE NPDES. ANY NONCOMPLIANCE IS A VIOLATION OF
",,, r •,,,, ., • ' I IVY '
IR
♦�� ..-,
\
1 • • • � \ "`777
n
i
rol
TOTAL SITE AREA: 3.42 AC.
TOTAL DENUDED AREA: 2.96 AC.
I FGEND OF SYMBOLS
DOUBLE SILT FENCE OFF \ \ \\ \ \ \ \\
CATCH BASIN PROTECTION DIVERSION DITCH - 00 \
ROCK CHECK DAM GRAVEL ENTRANCE \
SILT FENCE TEMP. SKIMMER BASIN \ \
GRAVEL •1 RIP RAP Epgo HIGH HAZARD SILT FENCEFILTER BERM BASIN 40IilEF1111NH•
ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOLITION LANDFILL PERMIT FROM THE ZONING
ADMINISTRATOR.
a
ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE
TOWN EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE
GRADING ONE ACRE ORMORE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION
OF THE TOWN EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE
ALL AREAS MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS REFER TO EROSION
CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS \��� •jf_ _ II
ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A }7'Q
REPRESENTATIVE OF THE TOWN ENGINEERING DEPARTMENT.
A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING THAT WAS NOT PREVIOUSLY APPROVED.�` —
GEOTEXTILE FABRICS MUST BE PLACED UNDER ROCK WEIRS TO PREVENT BASIN BYPASSING. ~
FAILURE TO SCHEDULE AN ON -SITE MEETING WITH THE TOWN EROSION CONTROL COORDINATOR
48 HRS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 18 OF THE CITY
CODE AND IS SUBJECT TO A FINE
STABIUZATION IS THE BEST FORM OF EROSION CONTROL TEMPORARY SEEDING IS NECESSARY TO
ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY /
REWIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN. I\
ANY LAND DISTURBING ACTIVITY MORE THAN 1 ACRE REQUIRES COMPLIANCE WITH ALL
CONDITIONS OF THE GENERAL PERMIT TO DISCHARGE STORMWATER UNDER THE NATIONAL \
POLLUTANT DISCHARGE ELIMINATION SYSTEM [PERMIT NO. NCGO100001 ANY PERMIT \
NONCOMPLIANCE IS A VIOLATION OF THE CLEAN WATER ACT AND MAY REQUIRE ENFORCEMENT
ACTION BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL
RESOURCES. (FOR QUESTIONS CONTACT MOORESVILLE REGIONAL OFFICE WATER QUAUTY STAFF AT
704-663-1699). \ \
NO PERSON SHALL REFUSE ENTRY OR ACCESS TO ANY REPRESENTATIVE OF THE COMMISION OR /
ANY REPRESENTATIVE OF A LOCAL GOVERNMENT WHO REQUESTS ENTRY FOR PURPOSES OF \
INSPECTION.
DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY, MUST BE PRESENTED
AT PRECONSTRUCTION MEETING. ji
L WATER ACT AND MAY REQUIRE ENFORCEMENT BY NCDEQ.
9. CONTRACTOR IS TO KEEP STREET CLEAR OF MUD AND OTHER DEBRIS.
A PERIN DEVELOPMENT 10. THE PROFESSIONAL ENGINEER REGISTERED WITH THE STATE OF
NORTH CAROLINA WHO PREPARED THE EROSION CONTROL PLAN IS
COMPANY LLC
SOLELY RESPONSIBLE FOR IDENTIFICATION AND LOCATION OF ALL
ENVIRONMENTAL WETLANDS, PERENNIAL AND INTERMITTENT STREAMS
AND BUFFERS SHOWN ON THE PLANS.
MB: J- 736 11. THE TOWN OF WAXHAW S NOT RESPONSIBLE FOR THE ACCURACY
2.42 AC. TAX #06141018E
i\ 1 1 / I AND ADEQUACY OF THE DESIGN, DIMENSIONS, AND ELEVATIONS, WHICH
/ \ -ZONING: C- 3 COND. USE SHALL BE CONFIRMED AND CORRELATED AT THE JOB SITE. THE TOWN
/ / I OF WAXHAW, THROUGH THE APPROVAL OF THIS DOCUMENT, ASSUMES
\ \ NO RESPONSIBILITY FOR THE COMPLETENESS AND/OR ACCURACY OF
\ J 1 © \ \ I \ THIS DOCUMENT.
\ 12. SILT SACKS WILL BE PLACED IN BASINS/INLETS ALONG ROADWAYS
\ AFTER INITIAL ASPHALT SURFACE WORK IS COMPLETED.
RESPONSIBLE13. THE FINANCIALLY LANDOWNER/AGENT OF ALAND DISTURBING ACTIVITY > 1 ACRE IS
\ \ \ I \ REQUIRED TO SELF -INSPECT THE PROJECT. A SELF INSPECTION, AS
WELL AS DOCUMENTATION OF A PROJECT AFTER EACH PHASE OF THE
PROJECT, IS REQUIRED.
V CALL
I\ NC ONE CALL SYSTEM 1) CONTRACTOR IS FULLY RESPONSIBLE FOR CONTACTING
/ TATp \ BEFORE YOU DIG APPROPRIATE PARTIES AND ASSURING THAT EXISTING
V — I /� NOW O/LvL FORMERLY I /\ UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
CITY ELECTRIC SUPPLY 2). CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES
USING FLAGMEN, ETC., AS NECESSARY TO INSURE SAFETY
TO THE PUBLIC.
/ III COMPANY 3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
/ DEED:594O-6'18 \ BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
TAX #061 41 01 8B I CAROLINA DEPARTMENT OF TRANSPORTATION AND
r/ w w CMUD SPECIFICATIONS.
CONING: li-3 BOND. USE I I 1-800-632-4949 4)• SHORING WILL BE ACCORDING TO OSHA TRENCHING
— � \ J I
\ AVOID UTILITY DAMAGE STANDARDS PART 1926 SUBPART P. OR AS AMENDED.
GRAPHIC SCALE
30 0 15 30 6o 120
IN FEET
1 inch =30 it.
<6 ° i THIS PLAN IS A FINAL BRA WING —NOT
9sF�� / RELEASED FOR CONSTRUCTION
� %pfA / /� UNLESS INITIALL DATED AS APPROVED:
APPROVED: r/
V9G1 \ 11NITIAB DA
NOW OR FORME LY ti
ROCKY HOME PLAZA INC
y�F°F� DEED:6207-470I - -
°�2TF� TAX #06141018A� 1
ZONING: C 3 COND. IUSE \\
DRIVEWAY PE1QT FOR CONSTRUCTION ENTRANCES IN
NCDOT RIGHT-OF-WAY MUST BE PRESENTED AT
PRE -CONSTRUCTION MEETING.
I I THE FIRST WATERCOURSE INTO WHICH STORM WATER
LEAVING THE SITE IS TRIBUTARY IS BLYTHE CREEK.
I RESPONSIBLE PARTY FOR MAINTENANCE OF TEMPORARY 1
,EROSION CONTROL MEASURES DURING CONSTUCTION:
/ACHUCK STARNES
�- ,TALON CONSTRUCTION CORPORATION
HONE NUMBER: 704-975-8399 EAL
Q 14906 _
`RESPONSIBLE PARTY FOR MAINTENANCE OF PERMANENT
MEASURES / CHUCK STARNES WING CONSTUCTION: GIN
CHUCK gNrHO�y
TALON CONSTRUCTION CORPORATION /11111IIII\\
PHONE NUMBER: 704-975-8399
1
03/25/17
REVISED PER TOWN OF WAIaiAW COMMENTS
1'1.1
NO
DATE
REVISION
BY
SHEET TITLE
EROSION CONTROL PLAN
PROJM N .
' SCALE-30
DALE
9/16/16
PROJECT
HENN STORAGE FACILITY
TOWN OF WAXHAW, UNION CO., N.C.
FOR: HENN AUTOMOTIVE, LLC
DRAWN BY
BTG
EIS BY
V�.�,�
aA BROUGHMILLUms & HoLTLEa INC.
Planning 0 Surveying o Engineering
730 m1F dam• Oak Court P•.O. BOX 1198
q qNc Corporate Charlotte, North Carolina, 28973 PinevMe. North Caronna, M134
Re latretion C-0475 704.51MIA 0 704.556.05Wfaz)
DRAWING N0.
251-102
SN, 14F 2Qns

JI I \ \ \ \ I 1 \ / NW�O ORMERR,Y� \\\\ � o � %
I \ I j \ T N/
NOW OR FORMERLY \ / \ \ \ \ \ 1 \ \ / TAri
' 0 \ \ \ \ �— �� oP�
GADD REALTY /� \\\ \ \ \ \ / \ �' /
/ \ \ \ \ I / I
GIRO P INC. \II SITE
DEED: 419-822
TAX 06141006 \ \ \ \\ \ \ / / / / I �/ / / \ / /
ZONI G: C-3 / � \ \ \\ \\ � \ --- / / //�---\\\\\ \ \\
\ \\ \ \ \ \ \ �N-OW�OR FORMERLY, / � i \ / / / / \ \ \ \ \ VICINITY MAP
\ \ \\ \ E.P. NISBET CO. / / �i� \ I ( \ // / / — _ \ NO SCALE
MP: F 951 / / I�� // / \\\ \\ \ \
TAX #06141006F� I / / / STANDA�DNO ES
I I \ \ ZONING: C-3 AS 1. REQUIRED BY THE NPDES GENERAL PERMIT NCG010000
, ALL
PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL
— SLOPES STEEPER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) SHALL BE
\ NOW OR FORMERLY \ I I I I I I \ PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
GADD REALTY I I I I I \ // l // ` u �\ \� COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 7
/ AREA TO BE I g10RM PIPE ✓ { \\ \ ALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. ALL
// THEIR DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR
GROUP INC. I I Ex'18'G� w w \W // f \� ERMANENT STABILIZATION WITH GROUND COVER AS SOON AS
/ RE IGETATED (TYP.) — W W W W / W \\�\\\ �� �� RACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE
DEED:1419-822 \ II _ / \\�Y\
—� � W W W ST LAND DISTURBING ACTIVITY. GROUND STABILIZATION TIMEFRAME
TAX #06141006E / / ❑ Ws W MPTIONS CAN BE FOUND IN THE NPDES GENERAL PERMIT
/ / I ❑ ❑ / \�i I CGO10000 UNDER SECTION 2.B. GROUND STABILIZATION.
ZONING: C 3 ❑ 1 \� \ I . NO LAND DISTURBING ACTIVITY, EXCEPT THAT WHICH IS REQUIRED TO
NSTALL EROSION CONTROL MEASURES, MAY COMMENCE PRIOR TO
/ / / ,/ L �� � ❑ / / � W � \�i W W APPROVAL BY THE DIRECTOR OF DEVELOPMENT SERVICES.
3. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED BASED
UPON SPECIFIC SITE / / / / // / — / / W ❑ ❑ / / ) /) W 4. CONTACT THE TOWN OF ❑ WAXHAW DEVELOPMENT SERVICES
/� _ — — -' / / / / /j \ ❑ p p p p v / W DEPARTMENT, AT 704-843-2195, FOR A PRE -CONSTRUCTION MEETING
p Do ❑ -/ � PRIOR TO ANY LAND DISTURBING ACTIVITY.
\ w 5. REMOVE ALL TEMPORARY EROSION CONTROL DEVICES AND
❑ ❑
'� ❑ ❑ A , w
El ❑ ❑ p :f.. / / STRUCTURES ONLY AFTER SITE IS FULLY STABILIZED AND APPROVAL
/ / �� /j j ��� p p ❑ ❑ L... •.Y / / / / HAS BEEN OBTAINED FROM THE TOWN OF WAXHAW DEVELOPMENT
SERVICES DEPARTMENT.
CONCRETE%EX. ASPHALT p ❑ ❑ p p r i / / / /// / W 6. ALL EROSION CONTROL DESIGNS SHALL BE IN ACCORDANCE WITH
IX BUILDING THE TOWN OF WAXHAW ENGINEERING, STANDARDS AND PROCEDURES
DRIVE
J E / � /i �MECH \ � ❑ ❑ ❑ � ❑. / MANUAL, AND THE NCDEQ EROSION AND SEDIMENTATION CONTROL
"" p p p El❑ p ❑ ❑ p ❑ \ PLANNING AND DESIGN MANUAL, LATEST EDITION.
7. FOR PHASED /\ -- p ❑ ❑ ❑ ❑ ❑ W i \ / \\ �/ / MEET WITH THE 08 ON CONTROL SPECIALISTON CONTROL NS, THE CONTRACTOR SHALL
\ / 0 p 000 ❑ ❑ ❑ ❑ ❑ \ /URES PRIOR TO COMMENCING
EACH PHASE OF EROSION CONTROL MEASURES.
4 ❑ ❑ ❑ ❑ ❑ p ❑ \� //// �� / 8. SITE GRADING IS TO BE COVERED UNDER THE GENERAL
\ J III ( \ \ p k; ❑ ❑ ❑ ❑ ❑ / / / STORMWATER PERMIT NCGO10000. ANY LAND DISTURBING ACTIVITY > 1
L G 5 p ❑ ❑ ❑ ❑ p �� / // //� / ACRE REQUIRES COMPLIANCE WITH ALL CONDITIONS OF THIS GENERAL
PERMIT UNDER THE NPDES. ANY NONCOMPLIANCE IS A VIOLATION OF
6 P P p 0 ��p ❑/�j�j / i NOW OR FORMERLY THE CLEAN WATER ACT AND MAY REQUIRE ENFORCEMENT BY NCDEQ.
9. i ❑ ❑ ❑ \ A PERIN DEVELOPMENT OCTHET PROFESSIONAL ENGINEER REGISRACTOR IS TO KEEP STREET TERED ED WOF ITH DH STATE OF AND OTHER DEBRIS.
\ ` i F.X. CONCRETE. Q Q 0 p ..•..t. ❑ ❑ ❑ ❑ �..5' /
\ EX. CRETE p" / j/
0 �A ❑ ❑ ❑ ❑ �� , /�/ ///� NOTH CAROLINA WHO PREPED THE EROSION CONTROL PLAN IS
COMPANY LLC SOLELY RESPONSIBLE FOR IDENTIFICATION AND LOCATION OF ALL
1 s \
.t, \ \PPG S p /� E p I ' MB: J 736 ENVIRONMENTAL WETLANDS, PERENNIAL AND INTERMITTENT STREAMS \ ❑ ❑ ❑ ��j I AND BUFFERS SHOWN ON THE PLANS.
\ RK1 G 5 CE \ p NV TAX #06141018E 11. THE TOWN OF WAXHAW IS NOT RESPONSIBLE FOR THE ACCURACY
0 p / / —� I I \ ❑ ❑ �j ❑ / I \ AND ADEQUACY OF THE DESIGN, DIMENSIONS, AND ELEVATIONS, WHICH
\ �.. ❑ — SHALL BE CONFIRMED AND CORRELATED AT
\ \ \ 0 0 Q 0 � p / \ \ ❑ ❑ / � BONING: C 3 CORD. USE THE JOB SITE. THE TOWN
.L• -`� ❑ ❑ / \ OF WAXHAW, THROUGH THE APPROVAL OF THIS DOCUMENT, ASSUMES
\ \ p \ \ \ I NO RESPONSIBILITY FOR THE COMPLETENESS AND/OR ACCURACY OF
}� \ p / \ \� p p \ \ THIS DOCUMENT.
\ \ 12. SILT SACKS WILL BE PLACED IN BASINS/INLETS ALONG ROADWAYS
\ j W 0 o F*: �� / \ \ \ AFTER INITIAL ASPHALT SURFACE WORK IS COMPLETED.
13. THE FINANCIALLY RESPONSIBLE PARTY/AGENT OR THE
J LANDOWNER/AGENT OF A LAND DISTURBING ACTIVITY > 1 ACRE IS
/ 0 • "r' / O \ / \ \ REQUIRED TO SELF -INSPECT THE PROJECT. A SELF INSPECTION, AS
WELL AS DOCUMENTATION OF A PROJECT AFTER EACH PHASE OF THE
PROJECT, IS REQUIRED.
IIICALL
11 W NC ONE CALL SYSTEM
NOW OR FORMERLY \ ONTACTING
BEFORE YOU DIG 1)' CONTRACTORRIARE IS
AND ASSURING hIING C STING
UTILITIES ARE LOCATED PRIOR TO BEGINNING CONSTRUCTION.
CITY ELECTRIC SUPPLY I \
TEMP CONSTRUCTION ENTRANCE — \ "� \ �\ 2). CONTRACTOR IS RESPONSIBLE FOR RY TO I BARRICADES
/ TEMP. COURSE AGGREGATE, 6" DEEP, ` �\ \ \ w 11 COMPANY / TO 'T PUBLIC.
ETC., AS NECESSARY TO INSURE SAFETY
/ p I TO THE PUBLIC.
24' WIDE & 100' LONG (TYP.) �\ \ \ DEED:5940-61 8 \ 3). ALL PAVEMENT CUTS, CONCRETE OR ASPHALT, ARE TO
BE REPLACED ACCORDING TO STANDARDS OF THE NORTH
CAROTAX #06141018B I / / CMUDLINA SPECIFICATIONS. OF TRANSPORTATION AND
ZONING: C-3 COND. USE I I 1-800-632-4949 4). SHORING
I PART PART ACCORDING
OSHA
TRENCHING
TOTAL SITE AREA: 3.42 AC. \ v\� I
TOTAL DENUDED AREA: 2.96 AC. \ AVOID UTILITY DAMAGE STANDARDS
V A GRAPHIC SCALE
LEGEND OF SYMBOLS \ \ v \ _ \ \ 30 6 1S 30
/ ,zo
DENUDED LMNT /YYYY\ DOUBLE SILT FENCE + \ \ \ \ w W
CATCH BASIN PR07ECIM ID DIVERSION DITCH W \ /IN F%W
1 inch = 30 ft
ROCK CHECK DAM � GRAVEL ENTRANCE
SILT FENCE TW. SKIMMER BASIN /
GRAVEL At RIP RAP HIGH HAZARD SILT FENCE �
FLTER BERM BASIN LEO
IFIIMIIIIIIMIF
7 , EVEGETATED
ON -SITE BURIAL PITS REQUIRE AN ON -SITE DEMOUT10N LANDFILL PERMIT FROM THE ZONING �\ \ \\ �%1�9i AREA /
ADMINISTRATOR. -
ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF NOW OR FORMERLY �51 AEA TO BE REVEGETATEb: 0.97 AC.
TOWN EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE
ip
GRADING ONE ACRE OR MORE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION �� /� III
\ �fJ 9 L
OF THE TOWN EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE , F ROCKY HOME PLAZA INC I
ALL AREAS MUST BE SEEDED AND MULCHED WITHIN 21 CALENDAR DAYS REFER TO EROSION \ 9V' ^ F2 O \
CONTROL ORDINANCE FOR ADDITIONAL REQUIREMENTS ���F�<,^ \ II
ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A V\✓� `
REPRESENTATIVE OF THE TOWN ENGINEERING DEPARTMENT. �t9 �O
A GRADING PLAN MUST BE SUBMITTED FOR ANY LOT GRADING THAT WAS NOT PREVIOUSLY APPROVED. IST,f���.,f�—
GEOTEXTILE FABRICS MUST BE PLACED UNDER ROCK WEIRS TO PREVENT BASIN BYPASSING. �� /- `•� \' • ~
FAILURE TO SCHEDULE AN ON MEETING WRH THE TOWN EROSION CONTROL COORDINATOR
48 HRS PRIOR TO ANY LAND DISTURBING ACTIVITY IS A VIOLATION OF CHAPTER 16 OF THE CITY
CODE AND IS SUBJECT TO A FINE
STABIUZATION IS THE BEST FORM OF EROSION CONTROL. TEMPORARY SEEDING IS NECESSARY TO J \
ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY \ \ \
REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE SHOWN ON THE PLAN.
ANY LAND DISTURBING ACTIVITY MORE THAN 1 ACRE REQUIRES COMPLIANCE WITH ALL \ \
CONDITIONS OF THE GENERAL PERMIT TO DISCHARGE STORMWATER UNDER THE NATIONAL / \
POLLUTANT DISCHARGE ELIMINATION SYSTEM (PERMIT NO. NCGD7D000} ANY PERMIT \
NONCOMPUANCE IS A VIOLATION OF THE CLEAN WATER ACT AND MAY REQUIRE ENFORCEMENT
ACTION BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT, HEALTH, AND NATURAL
RESOURCES. (FOR QUESTIONS CONTACT MOORESVILLE REGIONAL OFFICE WATER QUALITY STAFF AT
704-663-1699). \ \
NO PERSON SHALL REFUSE ENTRY OR ACCESS TO ANY REPRESENTATIVE OF THE COMMISION OR /
ANY REPRESENTATIVE OF A LOCAL GOVERNMENT WHO REQUESTS ENTRY FOR PURPOSES OF
INSPECTION. _
DRIVEWAY PERMIT FOR CONSTRUCTION ENTRANCES IN NCDOT RIGHT OF WAY. MUST BE PRESENTED AT PRECONSTRUCTION MEETING. 1 \
y�FF� DEED:6207-4701
TAX #06141018A I
ZONING: C-3 COND. (USE
I
�I
I
I
DRIVEWAY PE MIT FOR CONSTRUCTION ENTRANCES IN
NCDOT RIGHT-OF-WAY MUST BE PRESENTED AT
PRE -CONSTRUCTION MEETING.
THE FIRST WATERCOURSE INTO WHICH STORM WATER
LEAVING THE SITE IS TRIBUTARY IS BLYTHE CREEK.
RESPONSIBLE PARTY FOR MAINTENANCE OF TEMPORAF
EROSION CONTROL MEASURES DURING CONSTUCTION•
/ CHUCK STARNES
ALON CONSTRUCTION CORPORATION
HONE NUMBER: 704-975-8399
V, (?RESPONSIBLE PARTY FOR MAINTENANCE OF PERMANEP
MEASURES FOLLOWING CONSTUCTION:
/ CHUCK STARNES
TALON CONSTRUCTION CORPORATION
/ PHONE NUMBER: 704-975-8399
SEAL t
14906
w
N��'`�
INT H ; `\``�NA
REVISED PER TOWN OF WAXHAW COMMENTS
yy,T
N0.
DATE
REVISION
BY
SHEET TITLE
EROSION CONTROL FINAL STABILIZATION PLAN
PROJECT NO.
STE
n
—30
DATE
9/16/16
PROJECT
HENN STORAGE FACILITY
TOWN OF WAXHAW, UNION CO., N.C.
FOR: HENN AUTOMOTIVE, LLC
DRA" By
BTG
Q�HY
YeRBRoucx Wimums itHouLS, Irrc.
(�yPrl�agnning o Surveying 0 Engineering
790 1iDdaor Oak Court IP..00..�IBTox 1198
Charlotte, North Carobs, 28248 PlnerIBW, North Carolina, =34
!NCaCti0Z'j`rFCC%475 7NA156.1964.66 0 70BAM(fax)
DSAIIING NO.
251-101
1 C SHT F 2

Construction Sequence
Clearinq and Grubbinq and Demolition Ph
1. Receive plan approval from Town of Waxhaw.
2. Meet field inspector on site.
3. Install perimeter control silt fence.
4 Prior to denuding and grading, install 60" RCP Class IV bypass pipe from MH 200 to end of pipe at HW 202 and install permanent rip rap apron.
5. Upon completion of 60 bypass pipe installation, and prior to grading, install pipe system from MH 1 to JB 201.
6. Install erosion control devices as instructed by inspector.
7. Set up preconstruction review by inspector to check devices
for compliances with standards.
8. Sediment traps and basins must be stabilized immediately
after installation.
9. Obtain permission from Waxhaw to clear, grub, and demo site.
10. Clear, grub, and demo site.
11. Redress stone construction entrance as needed.
Grading Phase
Note: Rou h grading phase includes gradingof parking lots,
bulldgIng pa s, and installation of retaining walls and utilities.
1. Rough grade parking lots and building pads while maintaining erosion control measures.
2. Install retaining walls.
3. Install underground detention facility and Stormfilter water quality system.
4. Install storm drainsge system and utilities. As each structure is installed, install inlet
protection around all catch basins, drop inlets and manholes.
5. Stabilize all slopes and all areas not to be built -on at this time.
6. Fine grade and pave.
Post Construction
Upon completion and stabilization of the upstream drainage
basins, erosion control basin will be removed.
Disturbed areas will be graded to blend in with natural ground and
stabilized with grass or mulch.
ADDITIONAL EROSION CONTROL MEASURES MAY
BE REQUIRED DEPENDING ON FIELD CONDITIONS.
Seedbed Preparation Notes
1. Surface water control measures to be installed according to
plan.
2. Areas to ,I)e seeded shall be ripped and spread with available
topsoil 3 deep. Total seedbed prepared depth shall be 4" to
6" deep.
3. Loose rocks, roots and other obstructions shall be removed
from the surface so that they will not interfere with establish-
ment and maintenance of vegetation. Surface for final seedbed
preparation, at finish grades shown, shall be reasonably smooth
and uniform.
4. If no soil test is taken, fertilizer and lime to be according
to seeding specifications on plan.
5. If soil test is taken, provide lime and fertilizer according
to soil test report.
6. Lime and fertilizer shall be applied uniformly and mixed with
the soil during seedbed preparation.
Seeding Specifications
rass: en uc y escue #31 80 Ib./ac. (add 30 Ib./oc.
Rye Grain- Nov. thru Feb.)
Fertilizer 10-10-10 1000 ib./ac.
0-20-0 500lb./ac.
Lime 2T/CC. _
Mulch Small grain 3 1 T/pc.
Emulsified tack 225 gal/ac•
Table 6.11oiica
- Seeding No. 5P for: Gross -line Channels
SeeTalll ggf scue 200;4-5 101, 00 ft )
Nurse plants
Between May 1 and Aug. 15 add 15 lb/acreSudangrass or 10 lb/acre German millet.
Before May 1, or after Aug. 15, add 400 lb/acre rye (grain).
Seeding dates
Best: Aug. 25-Oct
Possible: Feb.-Apr.15
Avoid seeding from Nov. to Jan. If seeding must be done at this time, add 40 lb/acre
ryeil grain and use a channel lining that offers maximum protection.
Soamendments
Apply lime and fertilizer according to soil tests, or apply 4,000 lb/acre ground agricultural
limestone and 1,000 lb/acre 10-10-10 fertilizer. Operate tillage equipment across the waterway.
Mulch
Use jute, excelsior matting, or other effective channel lining material to cover the bottom
of channels and ditches, and staple securely. The lining should extend above the highest
calculated depth of flow. On channel side slopes above this height, and in drainages not
requiring temporary linings, apply 4,000 lb/acre grain straw and anchor straw by
gtapling netting over the top.
Wlulch and anchoring materials must not be allowed to wash down slopes where they can
cog drainage devices.
Maintenance
Inspect and repair mulch f equently. Refertilize in late winter of the following year; use
soil tests or apply 150 Ibjacre 10-10-10. Maw regularly to a height of 2-4 inches.
Refer to Appendix 8.02 for botantical names.
Table 6.10b - Temporary Seeding Recommendations for Summer
Seeding mycture
Species Ralb/acre)
German millet 4
In the Piedmont and Mountains, a small -stemmed Sudangrass may be substituted at a
rate of 50 lb/acre.
Seeding dates
Mountains - May 15-Aug. 15
Piedmont - May 1-Aug. 15
Coastal Plain - Apr. 15-Aug. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural limestone
and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw by tacking with asphalt, netting or a mulch
anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately
following erosion or other damage.
Table 6.10b - Temporary Seeding Recommendations for Fall
Seeding mycture
Sp ties Rate(lb/acre)
Rye Iggrain) 1 0
Seeding dates
Mountains - Aug. 15 - Dec. 15
Coastal Plain - Aug. 15 - Dec. 30
Soil amendments
Follow, recommendations of soil tests or apply 2,000 lb/acre ground agricultural limestone
and 1000 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/care straw. Anchor straw by tacking with asphalt, netting or a mulch
anchoring tool. A disk with blades set nearly straight can be used as a mulch anchoring tool.
Maintenance
e air and refertilize dgqma d areas immediately. Topdress ith 50 lb ogre f itr en in March.
Pt is n cessar to ex`endgtemRorary cover be ogd June 15w ovi with �0 �b�acre Kobe
piedmon and Lxoastal lain or orean Moun al s lespedeza in a e ebruary or early March.
Table 6.10b - Temporary Seeding Recommendations for Winter and Early Spring
Seeding mixture
Sp ties Rate(lb/acre)
Rye grain) 120
Annual lespedeza (Kobe in
Piedmogt (ad Cogst I Plain,
Korean in Rlountams4 50
Seeding dates
Mountains - Above 2500 ft: Feb. 15 - May 15
Below 2500 ft: Feb. 1 - May 1
Piedmont - Jan. 1 - May 1
Coastal Plain - Dec. 1 - Apr. 15
Soil amendments
Follow recommendations of soil tests or apply 2,000 lb/acre ground agricultural limestone
and 750 lb/acre 10-10-10 fertilizer.
Mulch
Apply 4,000 lb/acre straw. Anchor straw byy tacking with asphalt, netting or a mulch
anchoring tool. A disk with blades set realty straight can be used as a mulch anchoring tool.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch immediately
following erosion or other damage.
1/2" RADIUS
1" SF9.5A ASPHALT
2" SF9.5B ASPHALT
-6" ABC
-WELL-DRAINED COMPACTED
SUB -GRADE
LIGHT DUTY
PAVEMENT SECTION DETAIL- PARKING
N.T.S.
3" RADIUS
.d•
F--a-
•
d•
• •
•
•
A.
d
•
0
T AND DRIVES
CURB AND GUTTER 1/2•
1/2" RADIUS 6" 1'-0.
1/6" RADIUS' RADIUS
RADIUS
N
I+ 1 a
L V-6,
1'-6" STANDARD CURB AND GUTTER
TOP OF BERM
AROUND DI
- �DI OPEN ALL 4SIDES
OR GRATE TYPE
BERM e
LOT DI L9J_
•
SPILLWAY ••
•
GRADING DROP INLET
RADIUS
V-6" MEDIAN CURB AND GUTTER
TO BE USED IN MEDIANS WHEN LANES ARE SLOPED
FROM ISLAND OR AS SPECIFIED BY THE APPROPRIATE
CRY/COUNTY ENGINEERING DEPT.
it' MINIMUM 3.1
LINING - GRASS
SLOPE 1% MIN. TO 5% MAX - GRASS
SLOPE 5% TO 10% - GRASS W/ JUTE MESH
DRAINAGE AREA 1.0 AC. MAX.
YARD SWALE
TYP. RIP RAP
DETAIL
W (ft.)
ALL CONSTRUCTION SHALL CONFORM TO N.C.D.O.T. STANDARDS
SPECIFICATIONS
CURB & GUTTER N.C.D.O.T. STD. 846.01
CONCRETE SIDEWALKS N.C.D.O.T. STD. 848.01
TEMPORARY SEDIMENT TRAP
DROP INLET
RIP RAP APRON FOR FLARED END SECTION
RIP RAP IN DITCHES
ROCK DAM
CHECK DAM W/ SEDIMENT PIT
TEMPORARY SILT DITCH
TEMPORARY SILT FENCE
SILT FENCE STORM INLET SEDIMENT TRAP
CONSTRUCTION ENTRANCE
SEDIMENT BASIN
FLARED END SECTION
GRATES HOODS, AND FRAMES
BARRICADE
STORM DRAIN MANHOLE
CONCRETE JUNCTION BOX
NOTES:
f. sew+ wn wxo stsrrs seal Nor s srltsm Txw nil.
a wnae now urE AID nAx wwrzc axru ■; awlmr•a nwxAxw
1lE aNw AwiA
a CARS sMe �MnE sww mwi. ec cwsx am nc nanwE a ne
A le : NA awlaa (AT TIE NLLY Da ivoesn Elw1 W Ia m
wnw iXE waAltrt aavwuas 611E WPoONaS. 11E
w sse lrwlE Nw1 u ilw MiE AT mE paslai euila oanrwwE
uwm5 omEswsc NeECwD w 11E OIre,6Jl. ovawwt awe •AYP•
Ee1LL HNS A BwQlf OF e1Ml6a aww AT lFA6r r{ NaiE taxi
rAa snit w 1lE wNo Nalc AtL nnw lxe Oromux
0. mE wxo ANp esN sINFACF3 wW1 eE xoo PN awalar ale A
eeFwYx FNw1 N ACCOM1tIfE wa alRlailr Enllnx eppor sfN�Vw,
8P6Flaaxlla Rw sows ANp alNlCllwas.
e oerwwse SnUMURFa, WSr ARMS. Don raiEs Arw ODER 0381MICnpNS
NW1 art eE NAam a iwE was wwvs 1➢G1eN a nE awr swLL
TAxc mrcrool� own lorAlax ar asisuaiws Ooxir wenz Oowao
OBSINICIeNe AIE arwq UIR� a M Nrw mlwlalClaa.
). Ar ALL LOG1pN5, NaT a� llwl r fFET oc FILL xOOer aww Nlai ff
R/Cm 9EIeEEN 11E N1w0.
0. SEE erI18NPD oRwwi 16]SB Poe wIEL'a91E nlalla NSTNUIpII
FLOW
�g aY
AaGFSw$E R•V
N.C.D.O.T. STD. 848.05
N.C.D.O.T. STD. 840.01
N.C.D.O.T. STD. 6.60
N.C.D.O.T. STD. 840.14
N.C.D.O.T. STD. 6.41
N.C.D.O.T. STD. 6.31
N.C.D.O.T. STD. 6.63
N.C.D.O.T. STD. 6.83
N.C.D.O.T. STD. 6.20
N.C.D.O.T. STD. 6.62
N.C.D.O.T. STD. 6.51
N.C.D.O.T. STD. 6.06
N.C.D.O.T. STD. 6.61
N.C.D.O.T. STD. 310.01
N.C.D.O.T. STD. 840.03 E,F,G
N.C.D.O.T. STD. 862.02
N.C.D.O.T. STD. 840.51
N.C.D.O.T. STD. 840.31
0
M saw,
,:u.�,• 7r aa�
11 �.
I
• 1y:y,1.
• IlagSI�SiYQ:=•7:b11:i1I91*W11RNER
RADIUS .: l.:•;e . r a, ,w:.• Nl s�
CORNER:A ,. THAN TEN xq NOT •
STANDARD PLACEMENT OF ACCESSIBLE
• AND GENERAL NOTES i,_x.r.
To
0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 00 0 0 0 O
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y.
0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 0 0 0 0 0 0 0 0 T
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 00 0 00 0 0 0 0 0 0 0
0 0 0 0 0 0 a 0 0 0 0 0 0 0 00 0 0 0 0 0 00
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1. Au oarcrAae MwlewNo awwrs Iwim w wa dxswurnw N11t1 aE or A Reno rerrdw al ewmom
wlx � AIL�Oi nE arc pram Pesos nirw tt�rE Aw ws 0 a �a�s
a woo ar oclecrAeic wNewa. AeFA swi •r A wxiwwl aF { n:cr Ale war wix wmx v aay.
a ltNmx or oaarAas waaxo AwrA zwu ec z rFzr •mrpottttt a samox woo.
A aaECaaE wV•ww ARFA CW E 8aalE wE•E IlokD w A C11•B awes.
e. OeRr.-e YnpllNp pa1w5 NWL BE ALwaD w A ealwE ORO N TIE reexwwxr pNfL•lua ai
a nwar_ ro wlwrr woos ro sou eawtul owns
a orr:rtcnwlE eNu•lp AIFA sNe1 aE axaem 9AaS w ai laGlpra
), a PAwN4 Al1E ro BE lore. vw,we: swu E Y 11�Clr Awo awr rxaY soap ql aww0e
0. W W AIE ro BE wpD wM lleei pole) exES OBFOOFa N aNCRaE ro ea11NlE iw xsrApa
Graded Slopes and Fills
The angle for graded slopes and fills shall be no greater
than the angle which can be retained by vegetative cover
or other adequate erosion control devices or structures. In
any event, upon completion of any phase of grading, slopes
left exposed shall be planted or otherwise provided with
ground cover, devices, or structures sufficient to restrain
erosion. See chart below for stabilization timefromes.
NEW STABILIZA11ON TIMEFRAMES
Site Area Description
Stabilization
Timefrome Exceptions
❑ Perimeter dikm.swales,ditches and slopes
7 days
None
Gilt High Quality Water (How) Zones
7 days
None
Slopes steeper than 3:1
7 days
If siopm are 10' or [me nott steeperilength than 2:1,, 14 days we allowed
p Slopes 3:1 of flatter 1
14 days
7 days for slopes greater than 50' in length.
is All other areas with slopes flatter than 4:1
14 days
None, except for perimeters and HOW Zones.
6" OF FREEBOARD FOR 10 YR.
B (ft.) _ _I
DITCH DETAIL
TYP. GRASS, STRAW
W/ NET DETAIL
SEAL -
14906
N
'!ifii,H„OIA' NN\``•
�*I(r
TRUNCATED DOMES
PLAN AND CROSS-SECTION
(IA• M 2.4-)
NOT TO
THIS PLAN IS A FINAL BRA KING -NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIALLED DATED AS APPROVED:
APPROVED: -- `� / r
I AL DA
N0,
DATE
REVISION -
BY
SHEET TITLE
DETAIL SHEET #1
P N0'
TE T. s.
DATE
9/16/16
PROJECT
HENN STORAGE FACILITY
TOWN OF WAXHAW, UNION CO., N.C.
FOR: HENN AUTOMOTIVE, LLC
DRAWN BTG
a� BY
H
YmmoUGH-WILLIAw 8L HouLS9INc.
Planning a Surveying a( ineering
730 Windsor Oak Court P.O. Box 1198
NC. Corporate Charlotte. North Caroline, 26M Pineville, North Carolina, 28134
R iatrattoa C-0475 704.556.1990 704.556.0505(ilm)
DRAWING N0.
251-100
1 2
sitr Q srs
l

SKIMMER ANT SAM
DEM CRITERIA
DRAIMMIC
AREA
(Amm
< 10 Ar
LEMON ro
2:1
WOW RNIO
MAX
LENGTH TO
wom RATIO
E1
MM.
1R0
VOLUME
(CU. R.
m AC.
ED RAED
DWLMW)
AREA
(5Q525
PER Ors
REAMED
GIG)
FILTER
DATA BLOCK
SKIMMER
DEWATE70NO
AVENGE® ARIA- DEVICE
WIHW I-.
• AREA OF RMN WMER
SIIEArIE AT IIr OF PRIMARYw
NL■
CROSS-SECTION VIEW
V FREESOwD_
B" MAX. DEPTH OF FLOW
OVER EMERGENCY SPILLWAY
IFIOYT� BAFFLES OVER
Z-w MAN--1 I'
V SEDIMENT {{
STORAGE fWN
W-w MN.
NOTES:
1. REFER TD
NCESCPDM
SECANDDITIONAL
FOR ION 08. 4
FOR
5PECMINM•5
REGARDED
SKNMER SEDIMENT
BASINS,
2. REFER TO STD.
4./ FOR
SPACING
AND WSTALLARW
a SWIMMER INVERT
ELEVATION -
BASIN BOTTOM +
i' WAL
4. H - SPBIMUY
ELEVATOR -
R INVERT
ELEVATION
Tm1.5' MIN.
-EMERGENCY
SPILLWAY
IR NOT TO SCALE
©tt�")1•■V��Jf©[(.'..::abttAWli'':a3®=
C3C2000EnnPi
I_-11--I_
_-IIIIIIIIIII■-
IIIIIII■
IIIIIIIII■
IIIIIIII■IIIIIIIIIIII,_
_IIIIIIIIIIII,
TOWN OF IrAXHAIf
LAND DEVMPNSNT STANDARDS SKIMMER SEDIMENT BASIN
502.1
WE 26X GENERAL NOTES:
NE AREA
1. DRIVE V STEEL POST AT LEAST
24' INTO SOLD) GROUND.
2. USE STAPLES 1• APART
\ HORIZONTALLY AND VERTICALLY
TO ATTACH THE FILTER FABRIC
TWO THE WIRE TENCH.
_ X
` a MINIMUM BAFFLE SPACING IS IV.
X 4. THE FLOOR OF THE BASIN IN
\ I THE OUTLET ZONE AND BERMS
SHOULD E SEEDED
IMMEDIATELY AFTER THE BASIN
IS CONSTRUCTED
S REFER TO NCESCPDM EC71ON
X 85 FORONs ADDITIONAL
>pPeaFIAR
OU4
tT Dmcc,
BAFFLE INSTALLATION
v
om
H �
H z
70ppp
=TZym
zH-or�T
0
ADyD
CO H
0
z ,
GENERAL NOTES:
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
N
CONTROL.
00
m
USE HARDWARE CLOTH 24 GAUGE WIRE MESH
WITH 1/4 INCH MESH OPENINGS.
N
Fn
a
Z
INSTALL 5 FT. SELF FASTENER ANGLE STEEL
r
r
POST 2 FT. DEEP MINIMUM.
H
ca
2
SPACE POST A MAXIMUM OF 3 FT.
m
v
v�
~
D
m
z
Z
D
v
z
ago
z
00
r-
m"
m
m
z
0
m
SHEET T OF 1
1606.01
PVC END CAP
PERSPECTIVE VIEW
PVC VENT
PVC ELBOW PIPE
WATER SURFACE
PVC END CAP
PIPE
HOLES IN
tswE
yPC TEE
FLEHBLE
�SCHEDULE
4
• VIEW FRONT VIi.
SCHEMANIC OF SKIMMER TAM FROM POOMI.MANIA EROSION AM SEDIMENT POLLUTION CONTROL MMAAAL. MAACH WOOL
REFERS To THE MGM r OF FLEIGIALE
= Ian7W:-.R■.iaA
GENERAL NOTES,
1. RIPRAP SIZE TO BE DESIGNED BY ENGINEER.
2. CHECK DAMS MAY BE USED IN SLOPING DITCHES
OR • SLOW VELOCITY
SEDIMENT
3. ENSURE THAT MAXIMUM SPACING BETWEEN DAMS
PLACES
TOE OF - •� AT THE SAME ELEVATION
DOWNSTREAM . DIAGRAM
T7:; .:.:
• B ARE AT EQUALELEVATIONS
8
• •
�11-7111� -10011: � 11 Ii
TEMPORARY ROCK CHECK DAM
3�ml
1606.01
NOTE:
I. DITCH SHOULD MMVE LONGITUDINAL SLOPE OF IX
2. SLT FENCE MAY BE REQUIRED BEHIND BERM
NOT TO SC
TOWN OF ■AXUT
LAND DSVMPMM STANDADDs TEMPORARY SILT DITCH
1506.1
0
-Alm Par
ME RKVM
PURR FAM
I. E A WINED OF sY IN WIDTH AND SHALL HARE A MINIMUM OF I
DIE WITS MIN 12' OAY SPACING.
2. WOAFN FILTER FARM E USED MERE SILT FENCE 5 TO TOWN FOR A PERIOD OF MOM
THAN 30 COS.
a STEEL POSTS SILL E W-r IN HEIGHT AND E OF THE SELF-FASFENIR ANGLE STEEL
ITPE
4. ! RE PENDING > BALL BEAT LEAST /10 GE MINIMUM A MIM OF 0 LINE WINES MIN 12-
5. TURN Su PEACE UP SLOPE AT NNW.
LIARTENANCE S:
0. ME LK91 SMALL SE WN. to 610E MIX MAXIMUM tY aPENINGs
1. FILTER SWOMM SILL HEINSPECTED BY THE FINANCIALLYESPONSILE PANY OR
HIS AGENT RIAMMIO.Y ARM FAGH RAINFALL AND AT LEAST DALY GIWD
7. ME 5 ro E SHOWN ON RA/9 AT lE TOE OF 91DPF9
PRM MM RAINFALL ANY REPAI6 NEEDED 9.11L E MADE IMMEDIATELY
0 HWARNED10 FEET CAL (2D
GRERFR 1HFW 10 FEET AORIIGIL (21 SIOPEJ
2. THE FABRIC OFDmPaD SEDME PRIOR ro IE END a
YSML
THE
TIE USABLE WN IS
AND THE BARER SILL 5 NFCEEAAY. THE FTAtEIO
& PENCE 5 REQUIRED AT KICK SILT FENCE MEN GRADING 5 ADVL9/T
. K RED
SFMLL E REPLACED PROIMR.Y.
OM
TOORANGESAFETY
ro SRW1 OW 6 SIREN■ WI FE
P6iR 10 S1RO DEFER *AIRLINES THE
IRLI
ONNCE x FIR VISUAL 6' OAAIDNORALLY $)RIME
FOR VISUAL
a• BE DEPOSITS REDICH THE HEIGHT
�
OF TIE MMML M,SHOULD
�WNDMO �gWHEN
�MIG N PLACE AFTER THE SILT
FORE 5 REMOVED SHALL WE 11ESSE0 To CONFIRM ro AXE EISSTTNO GRADE.
•. DRAINAGE AEA CAN NOT E GREATER THAN 1/4 ACRE PER 100 FT OF FENCE
PREPARED AID SEEDED.
10. SLOPE LOOM CAN NOT EHNEED CRDOIA SHOWN IN TASE 0.O7A NORTH CANDU A
ER09oN NO SEDIMENT DGWRG. PLwm AD DSSHN MIxW.
I1. 00 Nor N•GLL SEDIMENT PENCE ACROSS STREAMS. WIC ES. WW OMM OR OSIER
Alum OF OONGxTna m I =.
NOT TO SCA
Tome of TROT
HIGH HAZARD
Laren DRVBLOPYBRT STANDARDS
TEMPORARY
SILT FENCE 508.1
SAL
1. WWEN FILTER FABRIC ME USED WHERE SLT PENCE 5 TO REMAIN FOR A PERIOD OF
MORE INAN 7D wen
L SOIL PORTS SHALL E E-0' N HEIGHT AID E OF THE SELF -FASTENER ANGLE STEEL
TYPE
mammucLHam
a TUN SILT PENCE UP SHAPE AT ENDS.
1. FLTEO BAMOro SIWL E INSPECTED by TE FINANCIALLY RESPONSIBLE PARTY
OR HIS AGENT AMEDNIELY AFTER EACH RAINFALL AND AT LEAST DULY DURING
4. ORANGE NFETY PENCE IS EWWED AT BACK OF SLT FENCE WHEN GRADING IS
PROLONGED OWEAL. ANY REPAIRS NEEDED SHALL E MOLE WFDMTELY.
ADJACENT TO STIN BUFFERS. BREAMS OR WETLANDS (REFER TO SWIN SUFFER
GUIDELINES) . THE COLOR ORANGE 5 RMMW FOR VISUAL DO(GIFITJ,TON OF
L SOLD THE FIBRIL DECOMPOSE OR ELOIE IEFPECINE PRIOR TO THE ETD
EWAWN O/WLY SENSITIVE AREAS.
TH TE NARROW STILL 5 NOCFSSAM. INE
BE REPIACED��THE
L GIOHOE AREA CAN NOT E G I AVER THAN 1/4 ACE PER 100 FT OF FENCE.
SHOULD E S•Gn
J. SEDTHE MENTHEIGHT
REACH APPROX.LAE
A. 9,OSI tnNDHs CAN SI aA2A NORTH cARDUM
Nor EN�m CANNING
T Of THE y NT COMMDEPOSITS
IRE H#iHE OF THE DS REACHING W
ANr SHAWL
E ANDSHOWND
DESIGN
EROSION AND 'sEa•MOHF CONTROL PLANNING AND DE9G1 LWINAL
SU FENCE IS R. WE
E DRESSED ro OOIIFONI TO NNE
O THE
ENO
133FRIGGGR . SEA
7. 00 Nor INSTAL SEDIMENT PENCE ACROSS SREAYB. CMHE . YAM WAYS OR OTHER
AREAS OF CONCENTRATED PLOW.
, ., ,.:.,
y
L•Is]Z
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE,
REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT
RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING
CLEANOUT.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO
GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
INLET PROTECTION:
1. INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL
EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR
SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT
REMOVAL, REPLACE STONE AS NEEDED.
SKIMMER BASIN:
1. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF
INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE
BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE
FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE
EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR
THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD
DOWN THE SKIMMER.
2. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING
UNDERNEATH OR AROUND THEM.
3. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON
THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW.
IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE
DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE
DEBRIS.
4. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE
OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE
THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
5. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC
THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR
EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY
REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND DEBRIS FROM THE SKIMMER AND POOL AREAS.
6. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD
BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
PERMANENT EROSION CONTROL MAINTENANCE REQUIREMENTS:
RIP RAP
1. IN GENERAL, ONCE A RIPRAP INSTALLATION HAS BEEN PROPERLY DESIGNED AND INSTALLED IT
REQUIRES VERY LITTLE MAINTENANCE. RIPRAP SHOULD BE INSPECTED PERIODICALLY FOR SCOUR OR
DISLODGED STONES. CONTROL OF WEED AND BRUSH GROWTH MAY BE NEEDED IN SOME LOCATIONS.
SKIMMER BASIN - NCDENR STD. 6.64
SKIMMER BASIN
DRAINAGE
DENUDED
AREA
Q10
REQUIRED
STORAGE
STORAGE
VOLUME (CF)
TOP OF
STORAGE
BOTTOM
BASIN DIMENSIONS
AT TOP OF DAM
SPILLWAY
HEAD (FT)
BOTTOM
TOP OF
SURFACE AREA
SURFACE AREA
SKIMMER DIAMETER (in.)
DEWATERING TIME
NO.
AREA (AC.)
(AC.)
(cfS)
VOL. CF
PROVIDED
(S.F.)
(S.F.)
W ft X L(ft)
WIDTH (FT)
AT SPILLWAY
ELEV.
DAM ELEV.
(REQUIRED)
(ACTUAL)
(DAYS)
1
5.72
2.04 1
8.60
1 3'672
1 6,201
12,930
170.62
128.5' X 32.5'
32
0.5
602
1 607
2,796.53 SF
2,930A SF
1.5" W/ 1.5" ORIFICE
3
NOTE: 1.) STOP STORM DRAINAGE ABOVE DIVERSION DITCHES AND SEDIMENT BASINS.
SCHEDULE INSTALLATION OF REMAINING PIPE AFTER ROADS AND DENUDED AREAS HAVE BEEN
STABILIZED AND SILT BASINS HAVE BEEN REMOVED.
2.) SPILLWAY SIZE BASED ON L= 010 ( MIN. SPILLWAY LENGTH = 10'.E 30 CFS)
3 h)'
3.) INVERT OF BASIN IS THE MAXIMUM ELEVATION ALLOWED IN ORDER TO FUNCTION PROPERLY
WITH THE STORM DRAINAGE SYSTEM. THIS ELEVATION MAY BE LOWERED BASED ON FIELD CONDITIONS.
4.) TOP OF BERM DEPTH INCLUDES 1' FREEBOARD.
5.) PLACE SILT FENCE AT TOE OF BERM FOR BASINS AND WRAP SILT FENCE TO BASIN
OUTLETS. BERM SLOPES SHALL BE SEEDED UPON CONSTRUCTION OF BASINS.
6.) SEDIMENT TRAPS AND BASINS SHALL BE STABILIZED IMMEDIATELY AFTER INSTALLATION.
PTEALk
-
14906 -
'4A
'F.'VGI,���`
/ � �iin�;4Z
THIS PLAN IS A FINAL DRA )FING-NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIAL DATED AS APPROVED:
APPROVED: I
I ITIAL /IDATE
1
03/28/17
REISED PER 70M OF WA HAW COMMENTS
VAN
NO.
DATE
REVISION
BY
SHEET TITLE
DETAIL SHEET gar?,N.r.s.
PaaECTNo.
SCALE
DATE
9/16/16
PROJECT
HENN STORAGE FACILITY
TOWN OF WAXHAW, UNION CO., N.C.
FOR: HENN AUTOMOTIVE, LLC
DR'12N BY
BTG
alum BY
YA"ROUGH-WILLIAMS K F$OUI. , INic.
Planning D Surveying 0 Em ixeerixg
780 Trodaor Oak Court P.O. Box 1198
NC WCorporate CLarlotte, North Carolina, 28M Pineville, Nmth Carolina, 28154
Re ation C-0475 704.558.1990 704.558.OSWfu)
GRAYING NO.
251-99
1 2�
SRr OF Ins

GENERAL NOTES:
1. UNIFORMLY GRADE`A SHALLOW
DEPRESSION APPROACHING THE
INLET.
2. DRIVE 5-FOOT STEEL POSTS 2 FEET
INTO THE GROUND SURROUNDING THE
INLET. SPACE POSTS EVENLY AROUND
THE PERIMETER OF THE INLET. A
MAXIMUM OF 4 FEET MART.
3. SURROUND THE POSTS WITH WIRE
MESH HARDWARE CLOTH. SECURE
THE WIRE MESH TO THE STEEL
POSTS AT THE TOP, MIDDLE, AND
BOTTOM. PLACING A 2-FOOT FLAP
NCDOT /5 OR
OF THE WIRE MESH UNDER THE
WASHED ST
GRAVEL FOR ANCHORING IS
RECOMMENDED.
4, PLACE CLEAN GRAVEL (NC DOT Ira
OR #57 STONE) ON A 2:1 SLOPE
WITH A HEIGHT OF 16 INCHES
MOUND THE WIRE, AND SMOOTH TO
AN EVEN GRADE,
B. ONO THE CONTRIBUTING DRAINAGE
AREA HAS BEEN STABILIZED, REMOVE
NCDOT #5 OR
ACCUMULATED SEDIMENT, AND
WISHED S
ESTABLISH FINAL GRADING
ELEVATIONS
5. COMPACT THE AREA PROPERLY AND
STABILIZED IT WITH GROUNDCOVER.
12
i-4 MAX.- �
-19-CAUGE HARDWARE CLOTH
(r MESH OPENINGS)
-_- -_-__T
2'
16" MIN.
J_
TOWN OF WAXY
LAND DEVELOPMENT STANDARDS HARDWARE CLOTH AND GRAVEL
INLET PROTECTION 5121
1. NOT N� MAINTENANCE SHALL BE DOCUMENTED IN PROJECT LOG BOOK.
2. FILTER TYPES SHALL BE APPROVED BY THE TOWN INSPECTOR PRIOR
TO INSTALLATION.
3. FILTER BAGS MAY BE REMOVED WHEN SITE IS STABILIZED AT THE
DIRECTION OF THE ENGINEER.
4. FILTER BAGS SHALL BE REMOVED PRIOR TO STREET ACCEPTANCE
AND/OR CLOSE OUT OF GRADING PERMIT.
5. FILTER BAGS SHALL BE CLEWED OR REPLACED ON A REGULAR
BASIS (NOT BE MORE THAN HALF FULL AT ANY TIME).
B. FILTER BAGS MAY BE INSTALLED IN EXISTING TOWN OR NCDOT
_ -- ROADS AS LONG AS STORM DRAINAGE IS NOT IMPEDED.
SECTION
TOWN OF TA%BAT
LAND DEVELOPMENT STANDARDS
CM1El4%1110�
1' REM FOR
R010MAL n 1 wJTT
DFFiEl M REQUIRED um INWIWN u
FlLTRA BIA
OOMM MAINTAINED a11EM
Dull Loaps
DEFUCIOR OWL IE PLACED SUCH IIOa
R WILL Not 0oMPM daslMNcr sroOF
WATER FLAY FROM 13011" VW THE MM
NO i
Icum
CPO"
OUCH MVIW- " I I
I 'J' aTnE1
INSTALLATION
CATCH BASIN INLET PROTECTION
6.41 CUTLET STABILIZATION STRUCTURE
CpN$TRIIC'110N �'tlFlGAT10NS
Ensure that the subgrade for the filter and riprap follows the required lines
and grades shown in the plans. Compact any fill required in the subgrade to
the density of the surrounding undisturbed material. Low areas in the
subgrade on undisturbed soil may also be filled by increasing the riprap
thickness.
The riprap and gravel filter must conform to the specified grading limits
shown on the plans.
Filter cloth, when used, must meet design requirements and be properly
protected from punching or tearing during installation. Repair any damage by
removing the riprap and placing another piece of filter cloth over the
damaged area. All connecting joints should overlap so the top layer is above
the downstream layer a minimum of 1 foot. If the damage is extensive,
replace the entire filter cloth.
Riprap may be placed by equipment, but take care to avoid damaging the
filter.
The minimum thickness of the riprap should be 1.5 times the maximum
stone diameter.
Riprap may be field stone or rough quarry stone. It should be hard, angular,
highly weather -resistant and well graded.
Construct the apron on zero grade with no overfill at the end. Make the top
of riprap at the down- stream end level with the receiving area or slightly
below it.
Ensure that the apron is properly aligned with the receiving stream and
preferably straight throughout its length. If a curve is needed to fit site
conditions, place it in the upper section of the apron.
Immediately after construction, stabilize all disturbed areas with vegetation.
Inspect o outlet structures weekly and after significant (1/2 inch or greater)
rainfall events to see if any erosion around or below the riprap has taken
place, or if stones have been dislodged. Immediately make ail needed repairs
to prevent further damage.
A
KE
ripe uuaet to nut mreu - rvo SECTION A -A \-Filter blanket
Pipe Outlet to Well-defined Channel
Notes:
1. La is the length of the riprap apron. 3. In a well-defined channel, extend the apron
up the channel banks to an elevation of 6"
2. d=1.5 times the maximum stone diameter above the maximum tailwater depth or to
but not less than 6" the top of the bank, whichever is less.
4. A filter blanket or filter fabric should be
installed between the riprap and soil foundation.
TO SCALE
19.1
NOTES:
1. A STABILIZED ENTRANCE PAD OF 43 WASHED STONE AND RAILROAD BALLAST SHALL BE LOCATED WHEN
TRAFFIC WALL ENTER OR LEAVE THE CONSTRUCTION SITE ONTO A PUBLIC STREET.
2. FILTER FABRIC OR CONTACTED CRUSHER RUN STONE SHALL BE USED AS A BASE FOR THE CONSTRUCTION ENTRANCE.
3. THE ENTRANCE 94ALL BE MAINTANED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT
ONTO PUBLIC STREETS OR EXISTING PAVEMENT. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL
STONE AS CONDITIONS WARRANT AND REPAIR OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
4. ANY SEDIMENT SPILLED. DROPPED. WASHED. OR TRACKED ONTO PUBLIC STREETS MUST BE REMOVED IMMEDIATELY.
ANY AGGREGATE TRACKED INTO THE ROADWAY MUST BE SWEPT BACK ONSITE ON A NIGHTLY BASIS
5. WHEN APPROPRIATE. WHEELS MUST BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTERING A PUBLIC STREET. WHEN
WASHING IS REQUIRED. IT SHALL BE DOME IN AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN
APPROVED SEDIMENT BASIN SEE SRO. NO. 51A1
6. THE TOWN MAY REQUIRE A STANDARD COMMERCIAL DRIVEWAY (STD. 109.1 Nk 109.1) TO
ACCESS THE CONSTRUCTION SITE I• THE DRIVEWAY IS ON A THOROUGHFARE.
57
7
W
n'
NOT TO SCALE
TOWN OF TA%HAT
LAND DEVELOPMENT STANDARDS STABILIZED CONSTRUCTION ENTRANCE
514.1
FOR LATE WINTER AND SOIL AMENDMENTS:
EARLY SPRING: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,GGO LB/ACRE GROUND AGRICULTURAL UMESTONE
AND 750 LB/ACRE 70-10-10 FERTILIZER
SEEDING MIXTURE MULCH:
RYE (GRAIN) - 120 LB/ACRE APPLY 4.000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
ANNUAL LESPEDEZA (KOBE) - 50 LB/ACRE ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
(OMIT ANNUAL LESPEDEZA WHEN DURATION TOOL
OF TEMPORARY COVER IS NOT TO EXTEND
36" MIN. SPACING TYP.•
BEYOND JUNE) MAINTENANCE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
SEEDING DATES EROSION OR OTHER DAMAGE
JAN. i - MAY 1
`
FOR SUMMER: SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
AND 750 LB/ACRE 10-10-10 FERTILIZER
SEEDING MIXTURE:
GERMAN MILLET - 40 LB/ACRE MULCH:
(A SMALL -STEMMED SUDANGRASS MAY BE APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING; OR A MULCH
SUBSTITUTED AT A RATE OF 50 LB/ACRE) ANCHORING TOOL A DISK WITH BLADES SEr NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
?,v?a,':t's..•
SEEDING TOOL
r �'"`' �f}�.p •"'i t
MAY 1 -RUG. 75 MAINTENANCE:
REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
CO/1GIhAI AD f1TL1CO !.A\IAt�C
�'�•+••
:4'T: �•.'n +".Le�A�v4 i
SOIL AMENDMENTS:
FOR FALL: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL LIMESTONE
SEEDING MIXTURE: AND 1,000 LB/ACRE 10-10-10 FERTILIZER
RYE (GRAIN) - 120 LB/ACRE MULCH:
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH
SEEDING DATE: ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
AUG. 15 - DEC 30 TOOL
MAINTENANCE:
REPAIR AND REFERTIUZE DAMAGED AREAS IMMEDIATELY. TOPDRESS WITH 50 LB/ACRE OF NITROGEN IN
MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50
LS/ACRE KOBE LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
FOR ADDITIONAL INFORMATION, REFER TO NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN .MANUAL (ESCPDM),. SECTION 6.10.
FOR PERMANENT SEEDING SPECIFICATIONS, INCLUDING SEED BED PREP, SEASONAL LIMITATIONS FOR SEEDING OPERATIONS, THE KINDS OF GRADES OF
FERTILIZERS, THE KINDS OF SEED, AND THE RATES OF APPLICATION OFF LIMESTONE, FERTILIZER, AND SEED, REFER TO NCDENR ESCPDM SECTION 6.11.
TOWN OF WAMW
01 LAND DEVELOPMENT STANDARDS TEMPORARY SEEDING SCHEDULE
1521.1
I.imRm wananty
SILT TRAP SYSTEM
Installation Instructions
1. Removethe gate. andplace the Sik Tmp
System Boma inphoe
2. Take bag evd install lam sod small rods
into sleeves.
3. Drop the bag with rods into We fiame.
4. Place rods in d.tguamd store.
5. Replace vats.
6. Install silt defl.torbehind gram.
7. To mamsm simply remove the grate sod
slide the two small rods Nm ad andmmrh a
thamwuh "S' hooks ou each eudaod
remove entire Game. sump the bag aadput
back into Clare.
Sack
Hilt Trap Metal Prone
2. Silt Trap Bag should bedwelmd sfla
eachrainevm[. Bag shoukibeempded
when (or before) it reaches Y, full,
3. If lining with machos, slide the ism,
small cad rods inward and march hooks
m awh end am removea6ro fiame.
Dampthe bag mpmce tlr ealher out
back into dmm. Replete gram. Rvlm
silt deflector, ifneaded
CCoutect,
OSION CONTROL PRODUCTS. INC
01 Vm Dyke CL
111 onmc,NC28110 Mad H kft(NiAmud sal. Manage)
Phone: [phone]
Parr: 704-821-5239
Email: emu ..ondolprodua biz
KEY/ANCHOR MATERIAL AT
TOP OF SLOPE.
12' MIN.
SPACING TYP.•
< < GENERAL NOTES,
` 1. LAY BWNIE S LOOSELY AND
` STAKE OR STAPLE TO MAINTAIN
DIRECT CONTACT WITH THE SOIL
DO NOT STRETCH.
2. • DIMENSIONS sHIPYN ARE
MINIMUM. MANUFACTURED
,�- PRODUCTS MAY HAVE ADDITIONAL
REQUIREMENTS THAT MUST BE
` MET.
� 6•
OVERLAP 3. SLOPE SURFACE SFW1 BE FREE
IN SLICE OF ROCKS, SOL CLODS. STIM.
GRASS. MAT/BLANKETS SHALL
WAVE GOOD SOL CONTACT.
4. THE DETAIL SHOWN IS FOR SLOPE
MATTING. FOR CKNWEL OR PIPE
PLEASE REFER TO SNCESCPfnM ,
/ WATER TABLE SfMDARD /6.17 AND
MANUFACTURER'S GUIDEIJ ES.
NON -WOVEN GEOTEMLE FILTER CLOTH
FABRIC 4' ABOVE SOURCE WATER.
KEY/ANCHOR MATERIAL TO TOE OF SLOPE.
TORN OF TAMIr
LAND DEVELOPMENT STANDARDS EMBANKMENT MATTING D ETAI L
Triangular "V"
T
0
x-section area(A)=Zd2
tap width (T)= 2dz
x-section area(A)= 2/3 Td
top width (T) = 1- A
�e
Z = e
d
Parabolic
T
Trapezoidal
T
j
x-section area(A)= bd + Zd2 e
top width (T) = b + 2dz Z = d
Cross section geometry of triangular, parabolic, and trapezoidal channels.
6.30 GRASS -LINED CHANNELS
SPECIIFICATIONS
Remove all trees, brush, stumps, and other objectionable material from the
foundation area, and
dispose of properly.
Excavate the channel, and shape it to neat lines and dimensions shown on the
plans plus a 0.2-foot overcut around the channel perimeter to allow for bulking
during seedbed preperations and sod buildup.
Remove and properly dispose of all excess soil so that surface water may enter
the channel freely.
The procedure used to establish grass in the channel will depend upon the
severity of the conditions and selection of species. Protect the channel with mul
or a temporary liner sufficient to withstand anticipated velocities during the
establishment period.
MAINTENAN
During the establishment period, check grass -lined channels after every rainfall.
After grass is established, periodically check the channel; check it after every
heavy rainfall event. Immediately make repairs. It is particularly important to the
the channel outlet and all road crossings for bank stability and evidence of pipin
or scour holes. Remove all significant sediment accumulations to maintain the
designed carrying capacity. Keep the gross in a healthy, vigorous condition at all
times, since it is the primary erosion protection for the channel (Practice 6.11,
Permanent Seeding).
525.1
14906
�c CIN�KQ" ``N
e//i. gNTHCkZ� vx\\\
Design thickness
V-SHAPED RIPRAP CHANNEL
Design depth-T I Design top width
blend TRAPEZOIDAL RIPRAP CHANNEL \ GRAVEL BEDDING
,ea OR FILTER FABRIC
Design depth
Design thicknes�_-"'
GRpy�L B pp�N � Design thickness
OR FlLTERE FAINGC I I
PARABOLIC -SHAPED RIPRAP CHANNEL
NOTTOO BE USED WHERE EXCESSIVE STORMWATER VELOCITIES PROHIBIT VEGETATIVE UNINGS. SIZE
OF STONE MUST BE DETERMINED BY APPROPRIATE DESIGN PROCEDURE
631 RIPRAP AND PAVED CHANNELS
Clear the foundation area of trees, stumps, roots, loose rock, and other objectionable
material.
Excavate the cross section to the lines and grades of the foundation of the liner as
shown on plans. Bring over -excavated areas to grade by increasing the thickness of
the liner or by backfilling with moist soil compacted to the density of the surrounding
material.
Concrete linings:
Place Concrete linings to the thickness shown on the plans and finish them in a
workmanlike manner.
Take adequate precautions to protect freshly placed concrete from extreme
temperatures to ensure proper curing.
Ensure that subgrade is moist when concrete is poured.
Install foundation drains or weep holes where needed to protect against uplift and
piping.
Provide transverse (contraction) joints to control cracking at approximately
20-feet intervals. These joints may be formed by using a 1/2 inch thick removeable
template or by sawing to a depth of at least 1 inch.
Install expansion joints at intervals not to exceed 100 feet.
Rock riprap linings: Practice 6.15, Riprap.
Place filters, becidings, and foundation drains to line and grade in the manner
specified. Place filter anD bedding materials immediately after slope preparation. For
synthetic filter fabrics, overlap the downstream edge by at least 12 inches with the
upstream edge which is buried a minimum 12 Inches in a trench.
Space anchor pins every 3 feet along overlap. Spread granular materials in a uniform
layer. When more than one gradation is rquired, spread the layers so there is minimal
mixing. Filter material should consist of at least 3 Inches of material on all sides of
the drain pipe. The drain pipe conduit should be a
minimum of 4 inches in diameter. Acceptable materials include perforated, continuous,
closed -joint conduits of clay, concrete, metal, plastic, or other suitable material
(Practice 6.81, Subsurface Drain).
Perform all channel construction to keep erosion and water pollution to a minimum.
Immediately upon completion of the channel, vegetate all disturbed areas or otherwise
protect them against soil erosion. Where channel construction will take longer than 30
days, stabilize channels by reaches.
YAIN30ANCE
Inspect channels at regular intervals as well as after major rains, and make repairs
promptly. Give special attention to the outlet and Inlet sections and other points where
concentrated flow enters. Carefully check stability at road crossings, and look for
indications of piping, scour holes, or bank failures. Make repairs
immediately. Maintain all vegetation adjacent to the channel In a healthy, vigorous
condition to protect the area from erosion and scour during out -of -bank flow.
THIS PLAN IS A FINAL DRA FING-NOT
RELEASED FOR CONSTRICTION
UNLESS INITIALLED DATED AS APPROVED:
APPROVED: /
I AL DA
NO.
DATE
REVISION
BY
SHEET TITLE
DETAIL SHEET #3
PROJECT N0
SCALE
N.T.S.
DATE
9/16/16
PROJECT
HEWN STORAGE FACILITY
TOWN OF WAXHAW, UNION CO., N.C.
FOR: HENN AUTOMOTIVE, LLC
DRAWN BY
BTG
MANY
YumROUGH-WILuAMS & HouLS' INC.
Planning a Surveying o Engineering
bhl"
730 1BDdaor Oak Court P.O. BOX 1198
NC Corporate Charlotte. North Carolina. mm PlnevBle, North CeroBDa, M34
Re istretfon C-0475 704.558.1990 704.5N.0505((ad)
DRAWING N0.
251-98
sfr 1 Qp 20m
1
4 1 1 t t 1. I,• I

Rl
IW114'
-B 3/4"-
7 1/2'
-7114"
J8 61/4'
—5'—•F
2 LUGS 318"x114"
7d16•
NOTE
A 27- DIAMETER PRE -CAST
RING SHALL BE PLACED
AROUND EACH VALVE BOX
2°
4314"-
7 3tB"
�111'7{4rl112"
WATER
TOP BOTTOM COVER
(SCREW TYPE}
STANDARD DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT J 41V
UNION COUNTY. N.C. V A V E B V X
Em
ANCHORAGE SCHEDULE
111142BEND
22 1/29 BEND
452 BEND
902 BEND
TEE
TEST PRESSURE
PIPE SIZE
L
H
L
H
H
L
H
L
H
(P.S,L1
TV
TO"
23'
1'0"
2'6"
116"
2'9"
116„
2'0"
1 TV
200
6
1,6„
1 1,3"
23"
1'6"
3'0"
T6„
4'0"
('6"
TV
1`6"
300
TV
If
TV
1'9"
3'0"
TV
3.9"
2.0"
2'6"
TO"
200
8„
2'0".
If
TV
2'0"
3'9'
TY'
4'6"
2,6„
3'6"
23"
300
2'6"
11"
40"
1 23"
4,3"
TV
51"
33"
4'0"
3'0"
200
12,,
3'6"
VO"
53"
1 2'6'
60'
3'3"
TV
3'6"
510"
3'6"
300
3'0'
11"
1 4`0"
3'0"
4'6`
TV
-6'C"
3'9"
4'6"
3'6"
200
14"
WO"
TV
5'3"
3'6"
1 60"
4'3"
b'6"
5'0'
510"
SVI
300
3'0"
2'9"
4'6"
TV
5'0"
4'6"
1 7-0"
1 4' '
5'0"
WO"
200
16,
4,0"
3.0„
63"
3'9"
6'5"
1 SIT'
1 8.0"
1 53"
IV'
4'0"
300
THRUST BLOCK DIMENSIONS BASED ON SOIL BEARING CAPACITY
OF 2000 P.S.F. AND A WATER TEST PRESSURE OF 150 P.S.I. SIZES OF THRUST
BLOCKS MAY BE REVISED BY THE ENGINEER WHERE BEARING CAPACITY
OF SOIL VARIES.
PROVIDE TAR PAPER JOINT BETWEEN CONCRETE THRUST BLOCK AND -
PORTION OF PIPE BEING ANCHORED.
ALL CONCRETE THRUST BLOCKS SHALL BE 2500 P.S.I. CONCRETE.
MAXIMUM VERTICAL DEFLECTION SHALL BE 22 1/2•.
JOINTS SHALL REMAIN FREE OF CONCRETE FOR INSPECTION, REPAIR OR
REPLACEMENT OF JOINTS,
STANDARD DETAIL A
UNION COUNTY PUBLIC WORKS DEPARTMENT THRUST BLOCK S P E C I F I C A T I O N S 17
UNION COUNTY, N.C.
GENERAL NOTES:
HI FREI SHALL BE NSTALLED FOR CUSTOMER APPLICATIONS APPROVED
BY UNON COUNTY PORUC WORKS.
(2) REDUCED PRESSURE PRWKIPLE BAEKFLOW PREVENP.➢N ASSEMBLY
SMALL COMPLY WITH ASSE 10471 AWWA CSn )P FEUD ONYD, 12) WILKDES MODEL 3T5AOA, QI AMES SERIES SOW CN- CR EODAL
LN OWNER $HALL PROVE WRO TEN CERTFRATIQN TO THE COUNTY IMF THE RPOVA
HAS BEEN TESTED BY A CERPHED BACILFLOW PREVENTION TECHNICIAN AFTER
R1S.ALLATIM
74! COUNTY APPROVED 3--IO' RPDVA XCLUDES SHUTOFF VALVES AS PART OF THE
ASSEMBLY. SHUT OFF VALVES SHALL BE OS&Y RESILIENT SEAT GATE VALVES
WIN HANDI OPERATORS AND SHALL CONFORM TO AWWA CSAB LATEST
EDITION. RPDVA SHALL BE SUPPORTED AT CENTER WITH A MASONRY PEDESTAL
ADEQUATE TO FARVAIN THE WDUT OF THE STRUCTURE AND PLUS AN ADORIWWL
1,004 POUND LOAD.
(5) REUQ EO PRESSURE DETECTOR ASSEMBLY SHALL BE ABOVE GROUND ONLY.
16) BACKFLOW PREVENTION ASSEMBLY SHALL BE INSTALLED OUTSIDE OF THE RENT
DF WAY, MAXDRM.. OF 5 FEET.
REDUCED PRESSURE PRINCIPLE DACKI
I71 PROPERTY OWNED SHALL BE RESPON IBLE FOR MAINTENANCE ARE OPERA-': US OF
PffiES cGEE RAND
BACKH.OW ASSEMBLY AMO COMPLIANCE WITH REPORTING Aft -EST ME
REQUIREMENTS
124 WOLT GFCI
QU 314` BYPASS DETECTDRAMR METER.
�ELECTRICA! T
ASSEMBLY
4' MLF3, CLEARANCE
r WITH VALVE ]PEN
PROVIDE DNAF4 PERT FOR PESITTYE ook��
DRAINAGE OUT Or ENCLOSURE
tNISIMUN TWICE THE SIZE OF R: 2) ......_ I' C-EAR
mt
6' 30N1 PSI CONCRETE STAB ISMEMSJONS PER ERCLOS't*I UI 2' ANNULAR
W$WACTURCM SPECIFICATION MCA AROUND DIP IND t CBMPACTED
ELECTRICAL CONX_J SUBFdfA1l
APPROVER CLASS 3R DIP
RESTNIINED
AIR, Md FITi1bIG
2* FLOW VENUE F-CW i*
APPROVED CLASS 350 DIP, 2ESTRAIN .D
RETADiER GLAND
STANDARD DETAIL �} {' }�� ///}}} (((''''''���
UNION COUNTY PUBLIC WORKS DEPARTMENT C� LD ICED DR-SCSURE 'JETH I OR ASSEMBLY SN.TS. � � F-{
UNION COUNTY, N.C. R U U DAT6 B
1-2-14
t
4 '
1 ES'
1"
4' e
EXISTING
WATER MAIN
THRUST BLOCKING _ DIP
TAPPING SLEEVE --�'
& VALVE
ENCASEMENT
GL d
0 0
OPTION "A"
TIE IN - DUCTILE IRON DETAIL
NOTE
OPTION "A" OR "B" WILL BE REQUIRED, DEPENDING ON
THE AMOUNT OF SPACE AVAILABLE, TO BE FIELD VERIFIED
lB T':r}�;s,aiF;,#Bxf l4
,r4I'
Se den 1
EXISTING
WATER MAIN
THRUST BED
KING
RESTRAINT JOINT
PIPE FROM VALVE
TO 54' PAST CASING
TAPPING SLEE
WE
VALVE
DIP
eEN
a
DIP WATER MAINNT
OPTION "B"
TIE IN - DI, RESTRAINT JOINT DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT aI AMARV ucTAa
1TAPPING SLEEVE SCALE. 1/ii8u
UNION COUNTY, N.C. M.T.S.
11-17-06
UCPW PUBLIC FH PAINT COLORS
BODY...................FIRE HYDRANT RED - RUST-OLEUM ENAMEL # 1210 FIRE HYDRANT RED
BONNET...............HIGH GLOSS WHITE - RUST -OLEUM ENAMEL # 2766
CAPS... ......HIGH GLOSS WHITE- RUST-CLEUM ENAMEL # 2766
PRIVATE FINE HYMAM 70 BE PANTED SLUM HYDRANTS TO BE SET AT
BURY LINE- EDGE OF CORNERSR1W AT PROPERTY
TO BE SET AT
EXIST, GRADE
LEVEL
rL-
6" MECHANICAL JOINT
6" DUCTILE IRON BATE VALVE
BURY LEADER WITH
MEGALUGS r14 GA. STRANDED BLUE COATED
COPPER TRACER WIRE
N0.67 f O O
WASHED MECHANICAL JOINT
STONE "LOCKED"
O O
HYDRANT TEE
O O
w.:
is" X 16" X 6"~ A MINIMUM OF 6" OE CONCRETE
WILL BE PLACED UNDER THE BASE
STANDARD DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT SCALE:
ONION COUNTY, NE. FIRE HYDRANT INST,ALLATIGN. N.T.S..
-2-1
UNDr
DITCH L�
BANKS
MAX 45• - <;'::, ,;;. CONCRETE
CONCRETCH BANKS
UNDISTURBED
EARTH
- DITCH
PLAN 450BENDS -"I BANKS �
ALSO 90', 22 1J20. 111120
PLAN TEE
DITCH BANK CONTRACTOR SHALL. USE TIE RODS TO SHIM AS NECESSAR'
H CONCRETE SECURE VERTICAL BENDS
DITCH BOTTOM DITCH
BOTTOM'S
Hl2 UNDISTURBED
EARTH
MIN. 1 112 CU, YD
UNDISTURBED EARTH OF CONCRETE
ELEVATION AT FITTINGS
VERTICAL BEND
STANDARD DETAIL
UNION COUNTY PUBLIC WORKS DEPARTMENT(' ((}} SCALE: /� f
UNION COUNTY, N.C. THRUST BLOCK N.TVIN.S. I 6
11-17-06 �,J
TI0i5TAII-AI , MATTDOALS AND DEVI£E3 SHALL
nwwTO,tmm EOUNTY PUBiJt Wad ...
SP 71wANTREMEMENTS.
ALL PPE-100E RMTRAINT JUT DIP PRQNTAP
TO BAD.( AI AWOR C fit VAULT.TK t-112 t 2::.
#A.M'PIP $hI ASS WHE SA{Kf#;OW.
A1;`fE(9tF , ( 3-Wi VALVE AM BEST fi
.� 01P I64UEU OI' BRA55 4
M FED MINT eE PAID PRO TOMSTALLATION.
41NOPVGFIKIII £)WWITHN5FEV
ftiCM.E1I0'$#CI(iiOWFR£YENTER,
51 31mEM#L F'T?EEDNTR#Ct0RINSfA£LS':
iEO� £INE THRD21Rft YAi�,T;L
OIRLO VAULT. kRWW411 I WIWINSTALL
I:. BIER ANOWbYPASS ATPWL'VALINB EWS,
{@MPRACTWTOINSTAU.'hPPROPRLATE SIZE-V2,
E)�F�PAR�MENT`E IONIF@t)MOST0EW1Tir
JOIN Fi L4A'1(°L�FO$LiC NYI�ANi (� PlRE C�3E.
A
B
*+NAND WRE£L' V4-VE TOM
DN'PALL# AT TJME OFTAP
R€ITLXfR T6
M £F RESTRAINT JTT.
-"
NEW TVV&T£R14A#N
1CATAi SEE N1#7E A
�i"TY. sl DWCT
TAP B{ 61
;�" &ATE vm-v€
GENERAL NOTES
(1) RPZ SHALL BE INSTALLED FOR CUSTOMER APPLICATIONS
APPROVED BY UNION COUNTY PUBLIC WORKS.
(2) REDUCEB PRESSURE PRINCIPLE BACKFLOW PREVENTION
ASSEMBLY SHALL COMPLY WITH ASSE 1013 & AWWA C511
WEBCO 825Y, WILKINS NODEL 975XL, HERSEY MODEL ERR]! OR EQUAL).
(3) OWNER SHALL PROVIDE WRITTEN CERTIFICATION TO THE
CCUNTY THAT THE RPZ HAS BEEN TESTED BY A CERTIFIED
BACKFLOW PREVENTION TECHNICIAN AFTER INSTALLATION.
(4) HACKFLOW PREVENTION ASSEMBLY SHALL BE REDUCED PRESSURE PRINCIPLE 84CKFLOW PREVENTION ASSEMBLY
CENTERED ON CONCRETE OR APPROVED FIBERGLASS
VARIES
MOUNTING PAD AND CENTERED WITHIN ENCLOSURE.
ce E MANIFACi�RLR)I
SSE
2, ASSE
A SS 1 OR CLASCLAS 2,
(5) REDUCER PRESSURE ZONE ASSEMBLY SHALL BE ABOVE �—
FIDSOCAA INSULATED
ENCLOSURE ANCHORED TO
GROUND ONLY.
CONCRETE OR APPROVED
(6) BACKFLOW PREVENTION ASSEMBLY SHALL BE INSTALLED
y,
FIBERGLASS MOUNTINGS PAL
OUTSIDE OF THE RIGHT OF WAY, MAXIMUM OF 5 FEET.
CLEARANCE
(7) PIPE MATERIAL SHALL BE BRASS (ASTM 843).
O
(a) INSTALLATION SHALL BE IN COMPLIANCE WITH ALL �I
O
APPLICABLE COUNTY ORDINANCES AND SPECIFICATIONS
0 In VOLT GFCI
u'
IN ADDITION TO THE N.C. PLUMBING CODE. ¢. 6' FtiN.
ELECTRICAL RECEPTACLE
6'
(9) PROPERTY OWNER SHALL BE RESPONSIBLE FOR
MAINTENANCE AND OPERATION OF BACKFLOW a'
ASSEMBLY AND COMPLIANCE WITH RETORTING AND z.
THREADED
TESTING REQUIREMENTS. NI
UNION
o
kk
MINIMUM
GRAIN P- PRT
POSITIVE ;(MINIMUM U O OF
6'MIN.
BALL
ENCLOSURE (MINIMUM TWICE
TWICE
i' CLEAFII
VALVE
THE SIZE OF RPZ)
4' 3000 PSI CONCRETE
SLAB DINENSICNS PER
. BOX MANUFACTURER
�' MNIMIM 6• SPECIFICATIONS
�I DPENIMi MINIMUM 2'
mI ANNULAR AREA
.,� BRASS TO -'i MLND.XIN 2 FEET OF
(£TER I IT — ---BRASS DRUM ELBOW
FLOW
UNION COUNTY PUBLIC WORKS DEPARTMENT REDUCED
_,—RESS RE ZONE ASSEMBLY
SNTS!1_
UNION COUNTY, N.C. t� V L r` L iJ IT L ZONE V L H J U
t , DATE:
3' + — 2") 12-13-13
THIS PLAN IS A FINAL DRA KING -NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIALLED DATED AS APPROVED:
APPROVED: �T%
TIA DATE
NO.
DATE
REVISION
BY
SHEET TITLE
DETAIL SHEET #4
PROJECT NO.
N.T.S.
DATE
9/16/1 B
PROJECT
HENN STORAGE FACILITY
TOWN OF WAXHAW, UNION CO., N.C.
FOR: HENN AUTOMOTIVE, LLC
DRAWN BY
BTG
C MAHY
XARH♦RQDUGH-WILLIAMS orHOULSW INC.
Planning O Surveying 0 Engineering
� w Oak C Bot F0,801 1198
NC Corporate CharloI North Carolioa, 28278 PmaaBte, North Carotim, 28184
lie 'stretion C-0475 704.668.1880 704.558.0506(fax)
DRAWING W
251-97
sw M 204m

_ - __ I '1' _ _ r __ _ _ J
Plant Schedule
CITY SYMBOL SIZE BOTANICAL NAME COMMON NAME ROOT SPACING COMMENT
OVERSTORY TREES
9
WO
2 CAL.
Quercus phellos
WILLOW OAK
B & B
AS SHOWN
8 FOOT CLEAR TRUNK
20
LE
2" CAL.
Ulmus parvifolia
I LACEBARK ELM
IB&B
JASSHOWN
18 FOOT CLEAR TRUNK
5Ts—
RM
2" CAL.
Acer rubrum "Franksred'
RED SUNSET MAPLE
B & B
AS SHOWN
8 FOOT CLEAR TRUNK
ORNAMENTAL TREES
11
RRC
#15
Lagerstroemia'PIILAG III' PPAF'
RED ROOSTER0 CRAPE MYRTLE
CONT.
AS SHOWN
16
NC
3 CAL.
Lagerstroemia NATCHEZ
NATCHEZ CRAPE YRTLE
B B
AS HOWN
SINGLE STEM
SHRUBS
84
DYH
#7
Ilex vomitoria'nana'
DWARF YAUPON HOLLY
CONT.
I AS SHOWN
7
AAA
#7
Azalea x Conlec'Autumn angel'
AUTUMN ANGEL ENCORE AZALEA
CONT.
AS SHOWN
5
ARA
#7
Azalea x Conlec'Autumn royalty'
AUTUMN ROYALTY ENCORE AZALEA
CONT.
AS SHOWN
152
DBH
#7
Ilex cornuta'Dwarf burford'
DWARF BURFORD HOLLY
CONT.
AS SHOWN
49
PDL
#7
Loro etalum chinenses'Pur le diamond'
PURPLE DIAMOND LOROPETALUM
CONT.
AS SHOWN
LJ Vl\11\T„F. A./ V
/ MAINTAIN AND UTILIZE EX.
LANDSCAPING IN REAR OF EX. _
HENN AUTOMOTIVE BUILDING TO
MEET SIDE YARD LANDSCAPING
NOW OR FORMERLY
GADD REALTY
GR 0 UP INC.
DEED:1419-822
TAX #06141006E
ZONING: C— 3
SCREENING REQUIREMENT. PX 14PINt/ --
i..
MAINTAIN AND UTILIII ZX.
STREET YARD LANDSCAPING
IN FRONT OF EX. HENN
AUTOMOTIVE BUILDING IF AT
ALL POSSIBLE. IF PORTIONS
OR ALL OF STREET YARD
LANDSCAPING IS REMOVED
DURING CONSTRUCTION, \
THEN SUPPLEMENT/REPLANT
AS NECESSARY \
/ e
/
a ,
EX. 14
74' '-EX 74,PINE-
��-a1NE .
COLA' EX CONCRETE EX RED PAN q12- EX. ASPHAL r EX BUILDING DRIVE
EX. 12" A/cN \
a \ /
EX18"
E 1 / OAKtB
E)( 14" a - NET' EX. 14"S
PINE... OAK °
18" `u1
AK 6 P P \TUG SP OES
'�
EX. CONCRETE 5�
\ EX. CONCRETE
P PO 5
RKt G
Lp
Y
N\
/
/20' STREET YARD LANDSCAPING AREA \
*NOTE: STREET TREES TO BE PLACED
BETWEEN 40' AND 65' ON CENTER. \
O�
I
I
I
I
v
n
0
1.1
'6
I /O�
I
II
J EX. 36" OAK
15' SIDE YARD LANDSCAPING
PER TOWN OF WAXHAW.
NOW OR FORMERLY
NATHAN A. COLE
DEED:6207-742
TAX #06141043
ZONING: R-1
20' CLASS "B" BUFFER PER
TOWN OF WAXHAW. SEE CALCS
THIS SHEET FOR PLANTING
INFORMATION.
4)
oil
oil
�° 5� �O S�
°P cif'
O c
SITE
Q 0
VICINITY MAP
NO SCALE
EX. 10"
PIN OAK
c 1 2"
EX. 14" HICKORY TREE
TO COUNT TOWARDS
BUFFER REQUIREMENTS
DEVELOPMENT DATA
SITE ACREAGE:
PARCEL 1: 1.333 AC.
NOW OR FORMERLY PARCEL 2:1.948 AC.
A PERIN DEVELOPMENT TAX PARCEL #: 06141046
COMPANY LLC ZONING: C-3 (GENERAL COMMERCIAL DISTRICT)
MB: J-736 SITE ADDRESS: 1152 NORTH BROOME STREET
PROPOSED USE: INDOOR STORAGE
\ TAX #06141018E
ZONING: C-3 COND. USE MIN. FRONT SETBACK: 40'
MIN. REAR YARD: 30'
\ MIN. SIDE YARD: 10'
PARKING LOT LANDSCAPING CALCULATIONS
\ NEW VEHICULAR USE AREA (V.U.A.) = 20,748.00 S.F.
REQUIREMENTS: ONE (1) TREE AND FOUR (4) SHRUBS MUST BE
PLANTED FOR EVERY 1,000 S.F. OF V.U.A.
\ LANDSCAPING REQUIRED: 20,748 / 1,000 = 20.75 = 21
21 * 1 = 21 TREES REQUIRED; 21 * 4 = 84 SHRUBS REQUIRED
LANDSCAPING PROVIDED: 21 TREES AND 84 SHRUBS
NOW OR FORMERLY
CITY ELECTRIC SUPPLY \
COMPANY
DEED:5940-618 \
TAX #06141018B
ZONING: C-3 COND. USE \
CLASS "B" BUFFER TREES CALCULATION
L.F. OF CLASS "B" BUFFER:310.09 FT \
3 TREES AND 30 SHRUBS REQUIRED PER 100 LINEAR FT.
(310.09/100) x 3 = 9.30 TREES REQUIRED
10 TREES PROVIDED IN BUFFER \
(310.09/100) x 30 = 93.03 SHRUBS REQUIRED
94 SHRUBS PROVIDED IN BUFFER
CLASS "B" BUFFER TREE & SHRUB BREAKDOWN
'Cm°& 9 LARGE MATURING WILLOW OAK
9 s 1 EXISTING HICKORY
53 DWARF BURFORD HOLLY SHRUBS
Z o 41 PURPLE DIAMOND LOROPETALUM SHRUBS
NOTES:
1.
REMOVE UK AND NYLON TWINE FROM BALL AND CANOPY.
Mp7E5..
a t/nWOAER 1V11
2
A
SCAR CDALL T BAND PLANT PIT IMMEDIATELY AFTER INSTALLATION.
STAGING IS REQUIRED FOR ALL iREB N RAW OR UPON/
1. S:ARPY ROOT MASS Of
OCNTANUaW PLANT MATERNL
Lp{y
.f
.(
REQUEST m AAOWiST.
E. INSTALL CONTANDT® PLMITS AT.
WTn•..
t
SPECIFED BYL DNAFIER
A
REMOVE SDIL FROM SITE AND DISPOSE OF IN A
EXCESS
FIRMING GRADE
Quw Ap
I
'�"
SPECIFEO aAI1 O6WERR
LEGAL MANNER.1
TAMP PLANTINGMN FWDAY
5.
SERUM) UNMULCFED. DISTURBED ARE/4
AS HT IS ARGUING,
AR
EAtl1 PLANT BALL.
TOP OF HALL I NATU UL SOIL UNE EFFECIIYE fl41 OLWEIEA
A/r MAYIMM
!lMm MM EAr AWT.
♦ OAT COLLAR ARGUING EACH SXPoIS
AS OVC 1 TOP
AS DUG
• MM F AUA VIM RTIK!
WIEN IRRIGATION SYSTEM 6 Aa801C
of SOIL
NRIM
AWF mI W
W M ~' aFAa
S. SOAK EACH PLAIT RAM. AND
®
C A
CgEPoI& ACCEPTABLE
7ww Y w i"'K'
PIT IMMEDIATELY AF IXR
®
TAV >d IN M0
NATURAL DISK UNE UNACCEPTABLE SOIL
r xN Ar RS RI1)•N '
M,rMUAa oRTaT
NSTNIAflOK
KNIT YRAA
EADI TVME MML W
MNMRN ZDIHlAi
C 140
Wra�aANRwA
TYPICAL
A.Kbr Avm SIAT6
-
PI ANTING BED DETAIL
ROOT CROWN
wM R u[ RI ARW
"TRI RQ
I ROOT DROWN
'I
I�
WDRI FI'I,WIINT,
DIAL
WADE
ACCEPTABLE CONDITION UNACCEPTABLE CONDITION
l
d
,
(AS DELIVERED) (AS DELIVERED)
aw mo �
�muav�
MR6
NE1oE
DRUM
EyAL AL�Ip
NOTE
.rs.eRn®Ir
EIYFDIyALL A.11R1
A ROOT FLARE ON FOR ALL TREES SPECIFIED
As�avIlol To�Amlos
IYPI
WILL BY THE BE DONE BY THE ARBONDT TO ENSUE LINT
M TI[amTMRNA nEIaUm AMRvu_
.dlf`D (Y2DiM11NG
LYRICAL PLANTING BED
PLAN
TREE WERE NOT PLANTED/GROWN T00 DEEPLY AT SOURCE
(NURSERY). LANDSCAPE CDNBOV FOR SHALL HOVE A SUPPLIER
ALL ORES STALL MEET AMERICAN STANDARD FOR NRi9ERY STOOL (NISI 260.1-EOM)
MAW
MARK GROUND LEVEL LINE ABOVE ROOT BALL. ARBDRIST
TOR C+VEID CNWER EBaI! G4YIOP0 MAY NORIT Ia1 AOGT 9ALL MA ML S➢GT altt DEPIII
DETERMINES THAT THERE H EXCESSIVE SOIL OVER THE ROOT
E
Mw
CROWN. THESE TREED WILL BE REJECTED.
µ�M 1I
NOT TO SCALE
To11tl oP 1resBAtr
TREE
PLANTING
Too" of TRUT
TO" OF ►AXHAY
ROOT FLARE DEPTHS
LAND DEVIWPMNT srANDARDS
LAND DEYELDP103NNt' �'
SHRUB PLANTING
BED.
LAND DHVHLOPI�[d't sTAxnARnIS
(FOR SINGLE AND MULTI —STEM TREES) 000,1
6101
(TREE ROOT BALL CONDITION ON TREES FROM SUPPLIERS) 614.1
SEAL -
14906
AWHON'I
EX. PARKING FOR HENN AUTOMOTIVE BUILDING:
12 SPACES (INCLUDING 1 ACCESSIBLE SPACE)
MAX. PROP. PARKING ALLOWED:
0.25 SPACES PER 1,000 S.F. G.F.A.
0.25 x ((100,000+47,175) / 1,000) = 37 MAX. SPACES ALLOWED
PROP. TOTAL SPACES PROVIDED: 36 SPACES
INCLUDING 2 ACCESSIBLE SPACES. (1 VAN ACCESSIBLE)
_,,GRAPHIC SCALE
30
( IN FEET )
1 inch = 30 &
THIS PLAN is A FINAL BRA KING -NOT
RELEASED FOR CONSTRUCTION
UNLESS INITIALL DATED AS APPROVED:
APPROVED:
I I S / DAtE
1
03/25/17
REMSED PER TOWN OF WAANAW COMMENTS
Ym
NO.
DATE
REVISION
BY
SHEET TITLE
LANDSCAPE PLAN
PROJECT NO.
' "=30'
DATE
9/16/16
PROJECT
HENN STORAGE FACILITY
TOWN OF WAXHAW, UNION CO., N. C.
FOR: HENN AUTOMOTIVE, LLC
THAN BY
BTG
CHECKED BY
MAH
YMOROUGH-WILLUms & Hom6 INN.
( PPllaxxing D Surveying D Exgixeering
Y90 T14sor Oak Court P.O. Box 1198
NC Corporate Charlotte, North CaroHua 25279 Pmmill% North Carolina, M34
Re 'stretion C-0475 704.5M.1990 704.5%0505(}az)
DRAWING N0.
251-98
O/�
S. 2a 2/�^HTD
\
T
I t ,