20191527 Ver 1_U-5530LA_Permit Drawings_(2019-11-04)_20191105

(Version 2.08; Released April 2018)
44111.1.F5 TIP No.:U-5530LA County(ies):Johnston Page 1 of 1
TIP Number: Date:
Phone: Phone:
Email: Email:
County(ies):
CAMA County?
No
Year:N/A Existing: Year:
Aquatic T&E Species?No Comments:
No N/A
N/A
Wetlands within Project Limits?
NoneSupplemental Classification:
Rural
Sam's Branch N/A
N/A
0.094 miles
Project Description
Proposed Project
NeuseRiver Basin(s):
City/Town:
0.7
Typical Cross Section Description:
Surrounding Land Use:
General Project Narrative:
(Description of Minimization of Water
Quality Impacts)
No
[e-mail]
Clayton, NC, 27528
Address:
11/4/2019
JohnstonClayton
David DeYoung
PO Box 777
WBS Element:
OtherWBS Element:
Kimley-HornTown of Clayton Contact:
[phone]
Suite #600
Raleigh, NC, 27601
Contractor / Designer:
[phone]
421 Fayetteville Street
North Carolina Department of Transportation
Highway Stormwater Program
STORMWATER MANAGEMENT PLAN
FOR NCDOT PROJECTS
Project Type:
Town of Clayton Address:
General Project Information
U-5530LA44111.1.F5
Impairments:
Other Stream Classification:
Primary Classification:
Project Built-Upon Area (ac.)
The proposed 12'W x 8'-4"H x 60'L precast reinforced box culvert with standard wings will serve as a pedestrian connection under O'Neil Street in Clayton. The culvert will
connect the proposed Sam's Branch Greenway to the existing greenway. The precast culvert will reduce construction time/road closure time, and reduce design and
construction costs.
Stormwater runoff from the project site flows into Sam's Branch and ulitmately into the Nuese River. Impacts to water quality have been reduced by utilizing existing
stormwater conveyances and mimicing existing drainage patterns. Runoff from the culvert is captured on the low side of the culvert in an existing ditch. The 18" pipe system
outfalls (with rip rap outlet protection) in Buffer Zone 1 into an existing conveyance.
NeuseBuffer Rules in Effect:
None
N/A
10'W x 8'-4"H x 60'L Reinforced Conrete Pedestrian Culvert with Standard Wings
Number of Spans: 1
Span Arrangement: 60'
Waterbody Information
N/A
NCDWR Stream Index No.:
NRTR Stream ID:
Annual Avg Daily Traffic (veh/hr/day):
Existing Site
Project Length (lin. miles or feet):
ac.
Surface Water Body (1):
NoneNCDWR Surface Water Classification for Water Body
ac.
N/A
N/A
[e-mail]
Project Includes Bridge Spanning Water Body? Deck Drains Discharge Over Buffer? Dissipator Pads Provided in Buffer?Yes
Deck Drains Discharge Over Water Body?(If yes, provide justification in the General Project Narrative) (If yes, describe in the General Project Narrative; if no, justify in the
General Project Narrative)
Site
Site Station Structure
No.(From/To)Size / Type
1 12+40 to 12+98 -Y-18" RCP X 1365 1609 2975 <0.01 8
2 12+50 to 12+70 -Y-FILL SLOPE X 9 104 112
1374 1713 3087 0 0 0 <0.01 8
NOTES:
Revised 2018 Feb SHEET 3 OF 3
Existing
Channel
Impacts
Temp.
(ft)
ALLOWABLE MITIGABLE
11-04-2019
TOTAL
(ft2)
ZONE 2
(ft2)
ZONE 1
(ft2)
TOTAL
(ft2)
44111.1.F5
Johnston County
U-5530LA
IMPACTS
IMPACTS SUMMARY SHEET
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
TOTALS*:
GREENWAY
CROSSING BRIDGE PARALLEL
IMPACT ZONE 1
(ft2)
ZONE 2
(ft2)
TYPE
Temp.
SW
Impacts
(ac.)