20210925 Ver 1_TCR Plans_20211028

I lighNvay North Carolina Department of Transportation
:+tC1Ylr1�\ 11 P"'IY , Highway Slormwater Program
STORMWATER MANAGEMENT PLAN
(Version 2.08; Released April 2018) FOR NCDOT PROJECTS
WBS Element: 17BP.7.R.138 TIP No.: SF-400584 Coun (ies): Guilford Page 1 of 1
General Project Information.
WBS Element: 17BP,7.R.138 ITIP Number: SF-400584 Project Type: Brid ere lacement Date: 3/3 112 0 2 1
NCDOT Contact: Galen Call Contractor Designer: lReld Robot
Address: 1000 Birch Ridge Drive Address: 940 Main Campus Drive
Raleigh, 27610 NC Suite 500
Raleigh, NG 27606
Phone: [phone] Phone: [phone]
Email: acail}�ncdot.g_ov Email: [e-mail]
Ci rrown: Pleasant Garden Coun ies : Guilford
River Basins : Ca a Fear CAMA County? No
Wetlands within Project Limits?
Pr ject Description
Project Length tin. miles or feet): 0.12 SurroundingLand Use: Forest, rural residential
Proposed Project Existing Site
Project Built-Upon Area ac. 0.4 so. 0.3
Typical Cross Section Description: 2 @ 11 ' lanes with 4' paved shoulders and 2' grass shoulders (road) and 2 @ 1 T lanes 2 @ 10' lanes with 0.5' paved shoulders. a
with 4'-3" paved shoulders (badge).
Annual Avg Daily Traffic (veh/hr/day): Design/Future: 1060 Year: 2025 Existing: 530 Year: 2015
General Project Narrative: TIP project SF-400584 involves the replacement of the existing NCDOT Bridge 9400584 on SR 3412 (Tabernacle Church Road) over Big Alamance Creek at Guilford County.
(Description of Minimization of Water Bridge #400584 consists of 3 @ 30' precast prestressed concrete channels with end bents made of PPC Cap and timber piles and interior bents made of PPC cap and steel
Quality Impacts) piles. The proposed bridge Consists of 1 @ 100'-39" box beam with 4'-0" caps. Rip-rap pads will be utilized to dissipate energy and to reduce velocity at all proposed outfalls. No
deck drains are required for the proposed badge. The bridge subject to the Jordan Lake Buffer Rules.
Waterbody Information
Surface Water Body III: Big Alamance Creek NCDWR Stream Index No.: 16-19-(1)
NCDWR Surface Water Classification for Water Body 1primary Classification: Water Supply IV S-IV
ISupplemental classificallow Nutrient Sensitive Waters NSW)
Other Stream Classification: None
Impalrmenis: None
Aquatic T&E S ecie No Comments:
NRTR Stream ID: Buffer Rules in Effect: Jordan Lake
Project InClutles Britl a SpanningWater Body? Yes Deck Drains Dischar a Over Buffer? No Dissi ator Pads Provided in Buffer? N/A
Deck Drains Dischar a Over Water Body? No (If yes, provide justification in the General Project Narrative) (If yes, describe in the General Pmject Narrative; if no, justify in the
(If yes, provide justification in the General Project Narrative) General Project Narrative)

_ . . ..... ......_ _. _- . - ... ......... . ... ... ..
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STATE OF NORTH CAROLINA
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IDIVISION OF HIGHWAYS •C 17BP9.11.138 ITI
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- GUILFORD C0UNTY
17BP.7.R.138 -
M PROJECT
LIMITS LOCATION: BRIDGE NO, 584 OVER BIG ALAMANCE CREEK
ON SR 3412 (TABERNACLE CHURCH ROAD) PERMIT DRAWING
SHEET 1 OF 6
V - TYPE OF WORK: GRADING, PAVING, DRAINAGE AND STRUCTURE
- WETLAND AND SURFACE WATERS IMPACtan
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Hand Existing Existing
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Site Station Structure Fill In Fill In 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 L. 14+20 TO 16+14 Fill - Wetland C 0.02 0.09 < 0.01 < 0.01 5 10
TOTALS*: 0.02 0.09 < 0.01 < 0.01 5 10 0
*Rounded totals are sum of actual impacts
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
10/ 12/2021
GUILFFORD
SF-400584
17BP.7.R. 138
Revised 2010 Feb SHEET 6 OF 6

STATE OF NORTH CAR0ILINA
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RIPARIAN BUFFER IMPACTS SUMMARY
IMPACTS BUFFER
TYPE ALLOWABLE MITIGABLE REPLACEMENT
Site Station Structure ROAD PARALLEL
No. (From/To) Size / Type BRIDGE ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2
CROSSING IMPACT (ft2) (ftz) (ft2) (ft2) (ft2) (ft2) (ft) (ft2)
1 13+65/15+08 -L- LT 1@100'-39" BOX BEAM W/ 4'-0" CAPS X 428 . 04 632
1 13+65/15+08 -L- LT 1 @100'-39" BOX BEAM W/ 4'-0" CAPS X 381 212 593
2 13+62/15+04 -L- RT 1@100'-39" BOX BEAM W/ 4'-0" CAPS X 1718 1142 2860
2 13+62/15+04 -L- RT 1@100'-39" BOX BEAM W14'-o" CAPS X 1333 765 2098
�i
TOTALS*: 3860 2323 6183 0 0 0 0 0
NOTES:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
8/31 /2021
GUILFORD COUNTY
17SP.7.R. 138
Revised 2018 Feb SHEET 3 OF 4

WETLANDS IN BUFFER IMPACTS SUMMARY
WETLANDS IN
BUFFERS
STATION ZONE1 ZONE2
SITE NO. (FROM/TO) (re) In2>
1 14+61 /15+08 -L- LT 165 212
TOTAL: 165 212
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
8/31/2021
GUILFORD COUNTY
17BP.7.R, 138
Revised 2018 Feb SHEET 4 OF 4
Rev. Jan 2009