20171506 Ver 1_Build Maps_20171127

� �j����� ���, North Carolina Department of Transportation
Sti)1't73tiVrdtC"F Highway Stormwater Program
��
STORMWATER MANAGEMENT PLAN �'-�---•
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: TIP No.: U-6084 County�ies): Mecklenburg Page 1 of 2
General Project Information
WBS Element: TIP Number: U-6084 Project T pe: Roadwa Widenin Date: 10/4/2017
NCDOT Contact: Contractor I Desi ner: Sun ate Desi n Grou
Address: Hydraulics Unit Address: g15 Jones Franklin Road
1590 Mail Service Center Raleigh, NC 27606
Ralei h, NC 27699-1590
Phone: [phone] Phone: [phone]
Email: Email: belam sun atedesi n.com
Cit ITown: Charlotte Count ies : Mecklenbur
River Basin s: Catawba CAMA Count ? No
Wetlands within Project Limits? No
Pro'ect Description
Pro'ect Len th lin. miles or feet : 0.63 Surroundin Land Use: Commercial, Residential, Urban
Proposed Pro'ect Existin Site
Pro'ect Buiit-Upon Area ac. 10.7 ac. 6.9 ac.
Typical Cross Section Description: Brookshire Blvd: 3 Paved 12' lanes with 12' outside shoulder section (10' grassed) and 6' Brookshire Blvd: 2 Paved 12' lanes with 12' outside shoulder section (10' grassed) and
inside shoulder section (4' grassed) in each direction 6' inside shoulder section (4' grassed) in each direction
Mount-Holly Huntersville: 2 Paved 11' lanes with 2'-6" curb and gutter in each direction Mount-Holly Huntersville: 2 Paved 11' lanes with 2'-6" curb and gutter in each direction
Annual Avg Daily Tra�c (vehlhr/day): Desi n/Future: 45,800 Year: 2040 Existin : 40,700 Year: 2015
General Project Narrative: U-6084 (Riverbend) is a widening project at the intersection of Brookshire Blvd (NC 16) and Mount Holly Huntersville Rd in Charlotte. Measures to reduce impacts to streams,
(Description of Minimization of Water wetlands and surrounding properties include, maintaining exsting drainge patterns and using 2:1 fill slopes. Further, rip rap is used at drainage outlets to dissipate energy,
Quality Impacts) reduce erosion and stabilize stream banks where pipe outlet velocities are high.
Waterbody Information
Surface Water Body (1): Catawba River NCDWR Stream Index No.: 11-(114)
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV) Class B
Supplemental Classification: CA
Other Stream Classification:
Impairments: PCB
Aquatic T&E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect: N/A
Project Includes Bridge Spanning Water Body? No Deck Drains Discharge Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justifcation in the General Project Narrative) General Project Narrative)

[ Ii�hw� �lti' North Carolina Department of Transportation
�tunia�•vat�r
— Highway Stormwater Program �'t
STORMWATER MANAGEMENT PLAN `' �'=�"�
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: TIP No.: U-6084 County(ies): Mecklenburg Page 2 of 2
Additional Waterbod Information
Surface Water Bod (2 : Lon Creek NCDWR Stream Index No.: 11-120- 2.5)
NCDWR Surface Water Classification for Water Body Prima Classification: Water Su I IV WS-IV
Supplemental Classification:
Other Stream Classification:
Impairments:
Aquatic T8E Species? No Comments:
NRTR Stream ID: Buffer Rules in Effect:
Pro'ect Includes Brid e Spanning Water Bod ? No Deck Drains Dischar e Over Buffer? N/A Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? N/A (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
Surtace Water Bod 3: NCDWR Stream Index No.:
NCDWR Surtace Water Classification for Water Body Primar Classification:
Supplemental Classification:
Other Stream Classification:
Im airments:
Aquatic TB,E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect:
Pro'ect Inciudes Brid e Spannin Water Bod 7 Deck Drains Dischar e Over Buffer? Dissipator Pads Provided in Buffer?
Deck Drains Dischar e Over Water Bod ? (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
Surface Water Bod (4�: NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body Prima Classification:
Supplemental Classification:
Other Stream Classification:
Im airments:
Aquatic T8E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect:
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?
Deck Drains Dischar e Over Water Bod ? (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)
Surface Water Body (5): NCDWR Stream Index No.:
NCDWR Surface Water Classification for Water Body Primar Classification:
Supplemental Classification:
Other Stream Classification:
Im airments:
Aquatic T&E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect:
Pro'ect Inciudes Brid e Spannin Water Bod ? Deck Drains Dischar e Over Buffer? Dissipator Pads Provided in Buffer?
Deck Drains Dischar e Over Water Bod ? (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
(If yes, provide justifcation i� the General Project Narrative) General Project Narrative)

�
�
•�
�
V
�
�
O
V
�
�;ar �P,eet 1 A Foi i nde a ef Sheers
See Sheet 1B f or i'onventional ��mbol�s
S�°� She�t 9� I To 1��-5 Far ;urvev Control ��� �t�5
�
�
O
�
N
��T'�"�I� �Jl-� 1`"�!�1�'°Il'1I� �C"�1' �ll�,l��sh
I )�`����� °o ��' ������1��
MECI�LE1�lB UR G CO U1�1 T Y
LOCATION: BROOKSHIRE BOULEVARD FROM
1VORTH OF SR 2004 MOU11tT HOLLY—HUNTERSVILLE ROAD TO
SOUTH OF INTERSTATE 485 RAMP
TYPE OF WORK: GRADIIIIG, PAVIIVG, DRAI11lAGE
SIG11tALS, PAVEMEIVT MARKI11lGS, PAVEMEIVT MARKERS
�
�
,�
I�
1�
,�
i �
o '
�,Q �, SITE 2
WETLAND AND SURFACE WATER IMPACTS PERMIT �� = ENDjCONASIR�
—L— Sta.16+I5.00
BROOKSHIRE BLVD.
TO LOWESVILLE __ _
_�= BROOKSHIRE e
� -- - �- -
I �
I �
BEGIN CONSTRUCTION � c � � ��
-YI- ST.9.12+/5.93 � I � "
i � �� � m
� i �� �� �i'
�, � u !� S �_.
, �i �� �
' m { t.� � �
¢ _ " � SITE 1
, , ,o
�
- , r n
� UPGRADE EXISTING OR 1VEW SIGIVAL
A PORTIOI� OF THIS PROJECT IS WITHIl� THE MUNICIPAL BOUIVDARIES OF CHARLOTTE
CLEARIIVG 01V THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD III
�
_y2_
/ � -Zi
�
i `
� A
/F
O
�J A
�(� O
�W O
�o
i�
�2e
/�
� °bti
PERMIT DRAWING
SHEET 1 OF 7
.�
FUTURE NCDOT U-5601K PROJECT �
TO BE COMPLETED BEFORE
�
� ' � �
U-6084 �
� ���, TO CHARLOTTE
_ ���`� - �
-L- BROOK5HIRE. BLV0. _
� _ �— --
�� A
I �
II I y
� �b
I �
���
—L— Sta. 49 + 50.00
BROOKSHIRE BLVD.
pN�C�f51�I]I�d.1E7C'lE Il��,.�N;
IHl !�`OT lrSG FOR R/W .1�Qt1[STTIOM1
OOGIIMENT N01 CONSIUEREO FINAL
UNLE55 ALLSIGNATURES COMPLETED
/

- -Y3- POT Sto. 15+00.00=
= Riverbend Public Rood 7 &
Access D
POT Sto.5+00 ,____
� ����� R
�y��
` / �l
%//
� /
�� � „� �
� � � �� � ���
' END CONSTRUCTI(
Y - Sto. l4+ . (
ACCESS D
_ — TSE � LL�
� �
\ �
\ �`
1 / \ �
I . � I . . . . � .. . -' �.
�
15 -Y3- S,
�
/ — / 'S/
�y Y BASE CHANNEL
W'CL 'I' RIP RAP
E5T.40 TON$
! EST. 66 SY GF
5eE oerni� >z
MOLINTAIN ISLAND PROMENADE LLC
T� �8 29667 PG 194
SEE SHEET 8 FOR -L- PROFILE SUNGATE DESIGN GROUP, P.A.
SEE SHEET 10 FOR —Y3— PROFIIE �
ALL CURB AND ISLAND RADII = 2' UNLESS NOTED OTHERWISE eoe doN�s FenNKun eono
ALL PAVED SHOULDERS = 2' WIDTH UNLE55 NOTED OTHERWISE an�eicH,NORrncnaounAvea�
iEL (919� B69 2243
DENOTES IMPACTS IN
;' �' ��� � SURFACE WATER
�S� �,�� DENOTES TEMPORARY
!� IMPACTS IN SURFACE WATER
�V - '"` t.1;tMLN/ AC'CUh'UINi� I U PLAI �
� y`�
•d`� � m � � ��a � � � � nPFaax�ro�are roweR
�� LOCATI"UN FRGM AERIAL
—�.'4 _ � I �' �• � ' / % ��� � �i PHOr�GRAI'H
'EC-LAT.'V'DITCH -� C9I �g � _ I I � � I
w�CL 'B' RIP PaP \ ' . . I / � .
EST.65 TONS � /
EST.181 5Y GF �t�� I � '� �S.,.Frp,.IV /:. �
SEE DFrAIL ,1`' � ". I ��� I I
V� /�.- ILL J J
Q`''�,��/ �3 � � i � � �
� ` \ LL, �n I o
I v �n
! \ , .1S' RCP-!V ' � _.
�� !�5" 3' �ASE CHANNEL �,qT, Z� gqSE DITCH `.
B W,'CL 'I' RIN RAP . .
�.� Wi LBOWS C .. / '`, . \� '� W'C� 'I' RIP RAP �
1 %� - EST. 32 TONS � EST. 79 TONS ��� �\\
, 1 . `� �, � -. - � ,, . . (J� EST_ 53 SY GF � � � \
� ESi.144 SY GF ����. .. \
'' PemcrvP FP/rce � ' �� � SEE DFTAIL #7 SEE OETAIL �#3 � � I -__ . _.--- � �� � �
! \
�\ � ; / ' / � _ . .
� �.; �nr/n�ctW,�W CnJ 6rur���� � . _ , , ,
� � ; , �' � TS l� � ,� � ,' w ���� � � � � ���� s � -
. , - ; E,�sr��� R Im �F
� x �=�Y -���� ,_ � I =�� Iy �\ � � \` \ � \�\ 6��5 �\
) , ` �� � � � ', � .
'i'� �u/ �� � � � � � � _ � �a� c. cvr� i�r I ti � �� � � ��� �. � s�� ���� � '
�� � - �� ��� � ` 3 � �
� •�
[� I - - SITE 1 �`�_ � , , ,_ \� ,�
� � . _ -= �` .. \ �� 5 T °�'��" �, � � �
�
I - . -- � I =. DE AIL kA� � � � ��� .�_ � \ � -
w = > _ __ �\� � I \ \ '\ - � _\
J - �' -- � - �. _ �
�i � Lz-� �_ _- � _ � _ �� � � � ��,� � �� � �� � i � �A
eoiux I
� 1 � \ � _ _ _ . ,
__ _- �-` - __ - - /
��� �.... - _ _ -
- .` .
� � — - ' � - - . � - ` ' �I = �� 3-� ✓"'� �� �r, �� I .:, 1 �`� \' ;:` \�s� \�
W r., „ � �� .�r, - � :.-z. n. ,L�, ya = - _ � .3"� r�'i n, �F,� - •�O \ � �
,�`�' � ,� -r �, �0 � �
W J _ - - �' _ - -- _ --- �
.� .F ��
�'-\
- `rv `�
q �, � in�
� ��� r , T T - T � ' _�� ' �o — -----
_ � �..
_ _ _ � �;
-
� \ � . � -_
- -T==— -- -- z -- — --- --�
o � � � � � � � �� MATCHLINE o��nks���E ���� 3s-a�z �
+ —=. _—_— '_— __--_ _ _-=---- � E�'°GI-� :--=------ % W-569IIK. ,; RE�` N �; — _ - — — — I'
� � s� � � ' coune..L- S 43 54 280" E 7_ `'� `� ls� R�.F �
� - - � / � \ DIR �N�Y
RGPyIV .�5" RGP-Iv � . � �_ .
h �� i D .. '-"pl . IS" RCP-III I 2GI D� F� ._ SPEC. DITCH GRADE . . ..
�. � �, � � � im �� _
� � . . .. . SEE 7ReFlLE ,_� ... .-., �.
`
-- — -- --__— — — ��--- ___—_
� � � ,� - - � � ' � .
�� ,� , / / _ 9ROOhSNIR£ FCVp 3h'B57 .
i
'il .: . �� Z . � " . . . . � �
'— — _- �__ � -. -- _-'— _— " �
- _ �� _ _ - _- _ _
—._— -_ - -�l
WF —' F — -- — — � —� � — -- —� J _ i � � —�—
Z. _ /��_ _.. -F . . .. _ F F.. .. --�� � ._. _ FU F ___ F.. ._. .u' . �\ \ I ,v.;,. �.,�< "
~1 _ —
` ` �� ._-�� �� �t. .- � �"tJP"tr: ... ��� S+ 4-r1,:- - - --_. - - _- _ _ � ` _ _ \. \ \ . v . .
� � _ _ - _- � ' - � Lr''1..'.
M I
� 1 -,.
� : �
� C Sto 4�f5l:79 1� ��� "�s .�^��" \�
� - � �;,
� �
_- - - - I
-
- �
U _ _ , _ �:°,_�,. — - - - - -Y3--POT Sto.9+40.J7 ;L _: -z - — �. = , ,L � .. — )
_ � \
_.._ �
h ' - --- --_ --- - _ -,
� ="— -,- ,-�— — -- - _- ,c �
� .-' c.� i ,,, \\\ \
_ _— -
�✓�€-� � _ � _ - -_ >—
`,
��, . __ - � — _ , �
�
� _" � ,_ _ _ , -- 1
_
� � \` 1 I /r�
,� - � ��.., � • -- --��- �_ - _ - . �,5 , .�� . - �- �.- . . - , � , ' "' \ . .
-- - ` —
/ �
` .i.- Exslwc F.y� ,/ --- - ' '. A �� �
w I
_ �} �� � I ; �
— �--_�� � �� y , -- � � �— –�.x–�—=_ _—,�� � x �� � � � � � i � � � �� � i �� � � �
� � \ � ¢ ' SP€C.6UT DITCQ P �.
� SPEG. L4T. Y� DITCH , �� - �� / I I � ��� ,/'F
� SEE DEiAIL ���1� � ���
= W/CL 9' RfP RAP ;� � � � � � y ' � : . .�� — `� - � �� I � I � ,. I � ' O
� I� I 1
SEE DETAIL S`8 -'- ,- . „ � . � , � . , ' I � �''., , CP
; � a�P RAP / � _ � , — k , � � � ,�/
�,<_ _ � � - � ¢W �� �� _ _ - IV i - o
� � � ; �� ( � _ � � ; �� j� " _ � -_ —�_�- ����= F— � �1 � i �� = �j �
_ � i � / / , �.n:�-�'�""�.y-�.,�,_�� �-�� , � � t I II C�" �
_ � � 2
� � �� _ _ , `, �� � �
� — — jri�� � � � ec� 4
- �'1` �- _,-� ' � � �';
. 1 �,�� _ �_ __ � l � ' _ t `_ = ' ' _ � ' � i
�*''��.,-r�-z -�,°� :��.�� � - - —
..
_ ,5� , i
�_ " — -- ��"1__— _ — _ .-_ -__-� I I I � I J
- - .�_ - _, i / - .. I
4�' Stantec
Stantec Consulting Services Inc.
801 Jones Franklin Road
Suite 300
Raleigh NC 27606
Tel [phone]
Fax. [phone]
www.stanteccom
License No. F-0672
�
�
�
PROJECT REFERENCE NO. SHEET NO.
i /-i�U=�� Or=,
RNJ SHEET NO.
ROADwAY DESIGN HVDRnULICS
ENGINEER ENGINEER
bNCQ�Nd1Pll.lE � ]��, �N�
DO NOT U�F. FOR /W ACQt�ISITION
DOCUMENT NOT CONSIDERED FINAL
UNLESS ALL SIGNATURES COMPLETED
��O
50' 25' 0 50' 100' ���
h �_I�_�_��� � , s od
SCALE: 1 " =100' �
PERMIT DRAWING
SHEET 4 OF 7
� Pti�OP kE7FD—�N MONO.ISLdNO

WETLAND AND SURACE WATER IMPACTS SUMMARY
WETLAND IMPACTS SURFACE WATER IMPACTS
Hand Existing Existing
Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural
Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream
No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design
(ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft)
1 44+35 -L- LT 36" RCP < 0.01 23
Channel Stabilization < 0.01 < 0.01 17 6
2 13+13 to 14+14 -Y3- RT 30" RCP < 0.01 128
Channel Stabilizaion < 0.01 < 0.01 25 18
TOTALS*: < 0.01 < 0.01 193 24 0
*Rounded totals are sum of actual impacts
NOTES:
Site1: Permanent Impacts in Surface Water = 119.4 SF
Site1: Temporary Impacts in Surface Water = 18.9 SF
Site2: Permanent Impacts in Surface Water = 305.1 SF
Site2: Temporary Impacts in Surface Water = 35.5 SF
2016 09 09