HomeMy WebLinkAbout20160541 Ver 1_Bridge No 247 WBS No 17BP 7 R 88 Part 2_20160525Carpenter,Kristi
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Thomson, Nicole J
Wednesday, May 25, 2016 3:15 PM
David.E.Bailey2@usace.army.mil; Wrenn, Brian L
Carpenter,Kristi; Parker, Jerry A; Powers, Tim
Bridge No. 247 over Big Alamance Creek on SR 3088 (Thacker Dairy Road) in Guilford
Co; WBS No. 17BP.7.R.88; Part 2
400247_prm_package_buf.pdf; 400247_prm_package_wet.pdf
Follow Up Flag: Follow up
Flag Status: Completed
Nicole J. Thomson
Division Environmental Supervisor Assistant
Division Environmental Office
919-754-7806 Mobile
Nithomson2(cancdot.qov
PO Box 14996
Greensboro, NC 27415-4996
; ,� r M � �
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
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- T 0 MILLPOINT
DESIG11l DATA
ADT 2 Ol 5= 814
V = 45 MPH
SUB REGIONAL TIER
LOCAL
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LOCATION: BRIDGE NO. 247 OVER BIG ALAMANCE CREEK ON SR 3088 (THACKER DAIRY ROAD)
TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE
WETLAN D AN D S U RFAC E V1/ATE R IMPACTS P E RJV11T
PROJECT LE11lGTH
LENGTH ROADWAY TIP PROJECT
LENGTH STRUCTURE TIP PROJECT
TOTAL LENGTH TIP PROJECT
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0.108 MI LES
0.025 MILES
0.133 MILES
Prepared In the Offlce of Hatch Mott MacDonald for
DI T�ISI01� 7
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
2012 STANDARD SPECIFICATIONS
TIM JORDAN, PE
LETTI11lG DATE: PROJECT ENGINEER
GALEN CAIL PE
HYDRA ULICS ENGINEER
11rCDOT COIVTACT: TIM POWERS, PE
DIVISION BRIDGE
PROGRAM MANAGER
STATE S'd°A°d'E I�ROJEC'Il' F$EFERENCE NO. S]HEE'Il° TOTAL
NO. SHE�TS
�o `�J o ����o�o�o�l� �
9TATE �ROJECT NO. ]F..�. PROJ. NO. DESCI3I]PTION
BUFFER DRAWING
SHEET OF
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DOCUMENT NOT CONSIDERED FINAL
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PLA11lS PREPARED B Y:
Hatch Mott
MacDonald
PO Box 700
Fuquay-Varina9 NC 27526
(919) 552-2253
(919) 552-2254 (Fax)
wwwohatchmottocom
LICENSE NO. F-0669
DETAIL A
STANDARD BASE DITCH
( Not to Scale)
Natural F �j Natural
Ground X�ST/�C p ���5'��� Ground
d
Geotextile B Min. D= VAR Ft.
Max. d = 3 Ft.
*When B is < 6.0' B= VAR Ft.
Type of Liner= CLASS I Rip-Rap
-L- STA. 14 + 00 TO 14 + 75 LT
-L- STA. 15 + 13 TO 15 + 55 LT
DETAIL C
RIP RAP AT EMBANKMENT
( Not to Scale)
10'min.
Ditch �.0'min. 1
Grade �, 1'5
GEOTEXTILE �
Type of Liner= CL I Rip—Rap
-L- STA. 14 + 80 TO 15 + 02 RT
620
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-L- STA. 14 + 63 TO 14 + 80 RT
T— —
o SR 3088 �THACKER DAIRY RDJ
TO MILLPOINT RD � I I
, \T� �/ � � � P
ExISTING R/W � �—� E�P �
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DAVID R. HOBSON
and wifie�
LINDA B. HOBSON
DB 4083 PG 1063
PB 102 PG 72
GARY R. KUZMA and wife.
CATHERINE R. KUZMA
DB 4907 PG 2077
��
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WELL
NICHOLAS LITTLE and spouse,
ELIZABETH RENEE LITTLE
DB 7636 PG 976
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BEGIN GRADE i
STA. 11 + 50.00 I
EL = 605.10' �
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12
ARMOR EXISTING DITCH
SEE DETAIL A
EST. 65 TONS RIP RAP
EST.80 SY GEOTEXTILE
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ARMOR EXISTING DITCH
EXCAVATION SEE DETAIL A
LIMITS EST. 30 TONS RIP RAP
EST.40 SY GEOTEXTILE
� CLASS II RIP RAP
UP TO SHOULDER
ELEV. (TYP.)
\ \ (STRUCTURE PAY ITEM)
BASE DITCH 2SFD J� z
SEE DETAIL B �' �
EST. b TONS RIP RAP � \ �
EST.10 SY GEOTEXTILE ��j
RIP RAP EMBANKMENT S � `�
SEE DETAIL C � O � '�,
EST.10 TONS RIP RAP �� � �
EST.15 SY GEOTEXTILE �� �
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DB 4870 PG 444 �� ��FF=589,62
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NOTE: ` `
TYPE—III ANCHOR UNITS ON � �` �� ��
DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
5 0' 0' 50'
GRAPHIC SCALE
�� �
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JAMES MICHAEL KIVETT
DB 4395 PG 1188
ROBERT N. SHARPE, III
DB 7341PG 2077
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wwwehatchmott.com
\
ALL FOUR BRIDGE CORNERS � \� � � � �
, � � � \
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DRAINAGE NOTES: ��n-� �
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DO NOT USE CONCRETE (411 TO 412) `� ,; �
MINIMUM SLOPE ON ALL PIPES IS 0.5% `'
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i �_, i � i i �i ii i i� � i i i i i
i P = 13+00. �
ii EL = 595.21' i
� VC = 24��
, K = 40
r�J6S�
9-33i
13
F� BRIDGE � STA. 15+12 -L- �-�
: � THREE SPAN 24" PCCS
-- 1@ 30'; 1@ 70'; 1@ 30'; SKEW 75
- - I � ELEV. = 593.88'
�
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i __
i ��. � �
I � REMOVE I I I �
i
I
j EXISTING
- - - -. � BRIDGE
j --
� —�0.6256% ;
EXCAVATE TO
ELEV 583.0'
' NORMAL WS
�i ELEV. = 577.8'
14
t
EXCAVATE TO
ELEV 583.0'
CLASS II RIP R,o
3.5' KEY-IN DE
SLOPE 1.5:1 (2
(NORMAL TO �
(STRUCTURE PA
i ' ' � END PROJECT
i END GRADE
STA. 18 + 50.00
EL_ = 595.74'_
u P = 17+30.00i
� EL = 592.52' i
° VC = 210' i � �
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r����������� �J 1 KUI. I UI(C I'HT I I tM)
15 16 17 18 19
BRIDGE HYDRAULIC DAT A
DESIGN DISCHARGE + = 4300 CFS
DESI�N FREQUENCY = 25 YRS
DESIGN HW ELEVATION = 59/.2 FT
BASE DISCHARGE = 8700 CFS
BASE FREQUENCY = l00 YRS
BASE HW ELEVATION = 596.66 FT
OVERTOPPING DISCHARGE = 6000 CFS
OVERTOPPING FREQUENCY = 25-50 YRS
OVERTOPPING ELEVATION = 593e1 FT
20
l3, 20/5 �
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610 1
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'j \ - V�QODS EXCAVATION SEE DETAIL A
� LIMITS EST. 30 TONS RIP RAP
GARY R. KUZMA and wife. ARMOR EXISTING ` C?ITCH ,,� �\
SEE DETAIL A � EST. 40 SY GEOTEXTILE
-L- STA. 14+00 TO 14+75 LT -L- STA. 14+63 TO 14+80 RT CATHERINE R. KUZMA EST. 65 TONS RIP RAP
' -L- STA. 15+13 TO 15+55 LT DB 4907 PG 2077 EST. 80 SY GEOTEXTILE �`\ ` � CLASS II RIP RAP
, �, — UP TO SHOULDER
� � �ELEV. (TYP.)
DETAIL C
RIP RAP AT EMBANKMENT
( Not to Scale)
10'min.
Ditch �.0'min. 1
Grade �, 1'5
GEOTEXTILE �
Type of Liner= CL I Rip-Rap
-L- STA. 14 + 80 TO 15 + 02 RT
620
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and wifie�
LINDA B. HOBSON
DB 4083 PG 1063
PB 102 PG 72
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DENOTES IMPACTS IN
SURFACE WATER
DENOTES TEMPORARY
IMPACTS IN SURFACE WATER
5 0' 0' 50'
GRAPHIC SCALE
3
ROBERT N. SHARPE, III
DB 7341PG 2077
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ELIZABETH RENEE LITTLE
DB 7636 PG 976
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BEGIN PROJECT�
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------- _--_J
12
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_ , r � � - � .` .. ���.
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m � '� \ END �BG +33 �,
WOODS _ ,=, -- - \ \', \ m� � � 15,, R l
CLASS B RIP I�AP- \ m � I
EST.2 TONS � �' �
EST. 9 SY GEOTEXTILE ��,mg- — \ �� � WjELBOWS f /
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EST. b TONS RIP RAP ��� � S� �' �` �' /� CLASS B RIP RAP
EST. 10 SY GEOTEXTILE �� ��� � �! �� �� � � � ��� EST. 5 TONGEOTEXTILE
RIP RAP EMBANKMENT � \� \ �
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EST.10 TONS RIP RAP �� � � \�`��'�� � � ����, ��
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EST. 15 SY GEOTEXTILE � " � � �� � � �
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� � ,i � �a' �� ` �� � ��� � ' � JAMES MICHAEL KIVETT
2 '� , �� �a � � � ��. � �;�� �� � � DB 4395 PG 1188
�,� �� �� �,�,'�/"�
LEONDAS RAY NEESE �� � � � ,�. � � � '� � V'/ '
DB 4870 PG 444 ��� � ��� `�FF=589e6�2 ��� ,; � ,
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TYPE-III ANCHOR UNITS ON
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ALL FOUR BRIDGE CORNERS ���� __ ��� ��� �� � \ ��� � � �� " �
. � , �. , ,
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, --j,; ' � �� �����
DRAINAGE NOTES: � �; �� � :'% �� �� � ��� � � ����� � �
DO NOT USE CONCRETE 411 TO 412 `
� ��� �� � � �
: �
MINIMUM SLOPE ON ALL (PIPES IS 0.5%\�\ `' � \��6\ \� �'� � ��
► � � �,_ � ,� ���
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_ _ _ _ _ __ _ _ ___ _ _ _ _ _ _ _ _.
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i P = 13+00. �
ii EL = 595.21' i
� VC = 24��
, K = 40
r�J6S�
9-33i
13
F� BRIDGE � STA. 15+12 -L- �-��
: � THREE SPAN 24" PCCS
-- 1@ 30'; 1@ 70'; 1@ 30'; SKEW 75
- - I � ELEV. = 593.88'
�
� � �� �,
i __
� � �
I � � � REMOVE I I I � I I
i
I
j EXISTING
- - - -. � BRIDGE
j --
� —�0.6256% ;
EXCAVATE TO
ELEV 583.0'
' NORMAL WS
�i ELEV. = 577.8'
14
EXCAVATE TO
ELEV 583.0'
CLASS II RIP R,o
3.5' KEY-IN DE
SLOPE 1.5:1 (2
(NORMAL TO �
(STRUCTURE PA
i ' ' � END PROJECT
i END GRADE
STA. 18 + 50.00
EL_ = 595.74'_
u P = 17+30.00i
� EL = 592.52' i
° VC = 210' i � �
�� -_ 64 __J
_—
__.
,_—
—
_-
r����������� �J 1 KUI. I UI(C I'HT I I tM)
15 16 17 18 19
BRIDGE HYDRAULIC DAT A
DESIGN DISCHARGE + = 4300 CFS
DESI�N FREQUENCY = 25 YRS
DESIGN HW ELEVATION = 59/.2 FT
BASE DISCHARGE = 8700 CFS
BASE FREQUENCY = l00 YRS
BASE HW ELEVATION = 596.66 FT
OVERTOPPING DISCHARGE = 6000 CFS
OVERTOPPING FREQUENCY = 25-50 YRS
OVERTOPPING ELEVATION = 593e1 FT
20
l3, 20/5 �
FT `
I
I
I
I
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620
610
� � �
590
.�
.
570
560
WETLAND PERMIT IMPACT 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) (tt) (tt) (tt)
1 15+10 -L- Embankment Rip Rap <0.01 <0.01 28 30
TOTALS: 28.000 30.000
Revised 3/31/05
k li,t;h7� �f)' North Carolina Department of Transportation �
:5r1[ltltlbViiTf C M
,.._, Highway Stormwater Program �j
STORMWATER MANAGEMENT PLAN
(Version 2.02; Released April 2015) FOR NCDOT PROJECTS
WBS Element: 17BP.7.R.88 TIP No.: County(ies): Guilford Page 1 of 1
General Project Information
WBS Element: 17BP.7.R.88 TIP Number: Project T pe: Bridge Replacement Date: 1/6/2016
NCDOT Contact: Galen Cail Contractor / Designer: NCDOT
Address: Hydraulics Units Address:
1020 Birch Ridge Drive
Ralei h, NC 27610
Phone: 919-707-6711 Phone:
Email: cail ncdot. ov Email:
Cit ITown: Count ies : Guilford
River Basin s: Cape Fear CAMA County? No
Wetlands within Project Limits? No
Pro'ect Description
Pro'ect Len th lin. miles or feet : 700 ft Surroundin Land Use: Rural, agricultural, some residential
Proposed Pro'ect Existin Site
Pro'ect Built-Upon Area ac. 0.4 ac. 0.3 ac.
Typical Cross Section Description: 2 lane road with 10' travel lanes, 4' grassed shoulder without guardrail, and 7' with 2 lane road with 10' travel lane.
guardrail
Annual Avg Daily Traffic (veh/hr/day): Design/Future: 814 Year: 2015 Existin : Year:
General Project Narrative: The project consists of replacement of Bridge #247 on SR 3088 (Thacker Dairy Rd) over Big Alamance Creek. The existing structure is a three span bridge (1 @ 41'; 1@ 40'; 1
(Description of Minimization of Water @ 41' - 122' total length) with steel plank deck on I-beams. The proposed structure will be a three span bridge (1 @ 30'; 1@ 70'; 1@ 30' - 130' total length) with 24" Cored
Quality Impacts) Slabs. The existing bridge is an open deck with direct discharge into the creek across entire reach of structure. The proposed bridge will have no deck drains and drainage will
be conveyed into an that will outlet through vegetation prior to entering the buffer. Existing ditches in the NE, NW and SW quads are presently unstable and eroded. Propose to
armor these existing ditches with rip rap within R/W to stabilize. There are 2 proposed outfalls on the project in the SW and SE quads that flow through vegetation. In the SW
quad road drainage ties to a modified concrete flume. In the SE quad road drainage ties to an 2GI inlet pipe system.
Drainage area to 2GI inlet structure = 0.13 ac
Q2=0.5cfs; Q10=0.7cfs
V2=1.4fUs; V10=1.5ft/s
Drainage area to Modified Concrete Flume=0.03 ac.
Q 10=0.1 cfs
V 10=0.4ft/s
Waterbody Information
Surface Water Body (1): Big Alamance Crk NCDWR Stream Index No.: 1-1 - 1
NCDWR Surface Water Classification for Water Body Primary Classification: Water Supply IV (WS-IV)
Supplemental Classification: Nutrient Sensitive Waters (NSW)
Other Stream Classification:
Impairments:
Aquatic T&E Species? Comments:
NRTR Stream ID: Buffer Rules in Effect: Jordan Lake
Project Includes Bridge Spanning Water Body? Yes Deck Drains Discharge Over Buffer? No Dissipator Pads Provided in Buffer? N/A
Deck Drains Discharge Over Water Body? No (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)
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DESIG11l DATA
ADT 2 Ol 5= 814
V = 45 MPH
SUB REGIONAL TIER
LOCAL
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LOCATION: BRIDGE NO. 247 OVER BIG ALAMANCE CREEK ON SR 3088 (THACKER DAIRY ROAD)
TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE
BU FFER IMPACTS PERMIT
PROJECT LE11lGTH
LENGTH ROADWAY TIP PROJECT
LENGTH STRUCTURE TIP PROJECT
TOTAL LENGTH TIP PROJECT
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0.108 MI LES
0.025 MILES
0.133 MILES
Prepared In the Offlce of Hatch Mott MacDonald for
DI T�ISI01� 7
NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
2012 STANDARD SPECIFICATIONS
TIM JORDAN, PE
LETTI11lG DATE: PROJECT ENGINEER
GALEN CAIL PE
HYDRA ULICS ENGINEER
11rCDOT COIVTACT: TIM POWERS, PE
DIVISION BRIDGE
PROGRAM MANAGER
STATE S'd°A°d'E I�ROJEC'Il' F$EFERENCE NO. S]HEE'Il° TOTAL
NO. SHE�TS
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BUFFER DRAWING
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PLA11lS PREPARED B Y:
Hatch Mott
MacDonald
PO Box 700
Fuquay-Varina9 NC 27526
(919) 552-2253
(919) 552-2254 (Fax)
wwwohatchmottocom
LICENSE NO. F-0669
DETAIL A
STANDARD BASE DITCH
( Not to Scale)
Natural F �j Natural
Ground X�ST/�C p ���5'��� Ground
d
Geotextile B Min. D= VAR Ft.
Max. d = 3 Ft.
*When B is < 6.0' B= VAR Ft.
Type of Liner= CLASS I Rip-Rap
-L- STA. 14 + 00 TO 14 + 75 LT
-L- STA. 15 + 13 TO 15 + 55 LT
DETAIL C
RIP RAP AT EMBANKMENT
( Not to Scale)
10'min.
Ditch �.0'min. 1
Grade �, 1'5
GEOTEXTILE �
Type of Liner= CL I Rip—Rap
-L- STA. 14 + 80 TO 15 + 02 RT
620
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o SR 3088 �TNACKER DAIRY RDJ
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and wifie�
LINDA B. HOBSON
DB 4083 PG 1063
PB 102 PG 72
GARY R. KUZMA and wife.
CATHERINE R. KUZMA
DB 4907 PG 2077
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NICHOLAS LITTLE and spouse,
ELIZABETH RENEE LITTLE
DB 7636 PG 976
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BEGIN GRADE i
STA. 11 + 50.00 I
EL = 605.10' �
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ARMOR EXISTING DITCH
SEE DETAIL A
EST. 65 TONS RIP RAP
EST.80 SY GEOTEXTILE
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EXCAVATION SEE DETAIL A
LIMITS EST. 30 TONS RIP RAP
EST.40 SY GEOTEXTILE
� CLASS II RIP RAP
UP TO SHOULDER
ELEV. (TYP.)
\ \ (STRUCTURE PAY ITEM)
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TYPE—III ANCHOR UNITS ON � �` �� ��
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ROBERT N. SHARPE, III
DB 7341PG 2077
50' 0' 50'
GRAPHIC SCALE
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JAMES MICHAEL KIVETT
DB 4395 PG 1188
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DRAINAGE NOTES: ��n-� �
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DO NOT USE CONCRETE (411 TO 412) `� ,; �
MINIMUM SLOPE ON ALL PIPES IS 0.5% `'
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i P = 13+00. �
ii EL = 595.21' i
� VC = 24��
, K = 40
r�J6S�
9-33i
13
F� BRIDGE � STA. 15+12 -L- �-�
: � THREE SPAN 24" PCCS
-- 1@ 30'; 1@ 70'; 1@ 30'; SKEW 75
- - I � ELEV. = 593.88'
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- - - -. � BRIDGE
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EXCAVATE TO
ELEV 583.0'
' NORMAL WS
�i ELEV. = 577.8'
14
t
EXCAVATE TO
ELEV 583.0'
CLASS II RIP R,o
3.5' KEY-IN DE
SLOPE 1.5:1 (2
(NORMAL TO �
(STRUCTURE PA
i ' ' � END PROJECT
i END GRADE
STA. 18 + 50.00
EL_ = 595.74'_
u P = 17+30.00i
� EL = 592.52' i
° VC = 210' i � �
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r����������� �J 1 KUI. I UI(C I'HT I I tM)
15 16 17 18 19
BRIDGE HYDRAULIC DAT A
DESIGN DISCHARGE + = 4300 CFS
DESI�N FREQUENCY = 25 YRS
DESIGN HW ELEVATION = 59/.2 FT
BASE DISCHARGE = 8700 CFS
BASE FREQUENCY = l00 YRS
BASE HW ELEVATION = 596.66 FT
OVERTOPPING DISCHARGE = 6000 CFS
OVERTOPPING FREQUENCY = 25-50 YRS
OVERTOPPING ELEVATION = 593e1 FT
20
l3, 20/5 �
FT `
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620 I
610 1
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570 1
560 J
BUFFER IMPACTS SUMMARY
IMPACT BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ftZ) (ftz) (ftZ) (ftz) (ftz) (ft2) (ftZ)
1 Embankment 14+05 To 16+15 -L- X 166.0 793.0 959.0
1 130' bridge 14+42 To 15+82 -L- X 3907.0 516.0 4423.0
TOTALS: 4o�s.o 1309.0 5382.0