20210925 Ver 1_Tabernacle Church Road Cover Letter_20211115 (2)

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER
GOVERNOR
November 12, 2021
Ryan Conchilla
Division of Water Resources Environmental Specialist
NC Department of Environmental Quality
512 N. Salisbury Street
Raleigh, NC 27604
Dear Mr. Conchilla,
Subject: Project Environmental Impacts Cover Letter
Division 7 Project- Replace Bridge SF-400584 on SR 3412 (Tabernacle Church Road) over
WBS Number 17BP.7. R.138
The purpose of this letter is to notify you of the revised summary of impacts for the bridge
Church Road). Based on the design plans, the following impacts include:
J. ERIC BOYETTE
SECRETARY
Big Alamance Creek, Guildford County;
replacement on SF-400584 (Tabernacle
Impacts
Site No.
Station
Structure
Wetland impacts
Surface Water Impacts
Permanent
Hand
Clearing in
wetlands
Permanent
Temporary
Surface
Water
Existing
Channel
Existing
Channel
Fill in
wetlands
Surface
Water
Permanent
Temporary
Impacts
(ft)
Impacts
(ft)
Mailing Address:
NC DEPARTMENT OF TRANSPORTATION
DIVISION OF HIGHWAYS
DIVISION 7 OFFICE
P.O. BOX 14996
GREENSBORO, NC 27415-4996
Telephone: [phone]
Fax: [phone]
Customer Service: 1-877-368-4968
Website: ncdot.gov
Location:
1584 YANCYVILLE STREET
GREENSBORO, NC 27415-4996

1
L-14+20/16+14
Fill -Wetland C
0.02
0.04
<0.01
<0.01
5
10
Riparian Buffer Impacts Summary
Allowable
Wetlands in Buffer
Site No.
Station
Structure
Type
Zone 1
Zone 2
Total
2
Zone 1 (ft )
Zone 2 (ft2)
Impacts
1
L-13+65/15+08-LT
1@100'39" Box Beam w/4'0" Caps
Bridge
428
204
632
165
212
1
L-13+65/15+08-LT
1@100'39" Box Beam w/4'0" Caps
Bridge
381
212
593
2
L-13+62/15+04-RT
1@100'39" Box Beam w/4'0" Caps
Bridge
1718
1142
2860
2
L-13+62/15+04-RT
1@100'39" Box Beam w/4'0" Caps
Bridge
1333
765
2098
Totals:
3860
2323
6183
165
212
Bridge #400584 consists of 3 @ 30' precast prestressed concrete channels with end bents made of PPC cap, timber piles, and interior
bents made of PPC cap/steel 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. Deck drains are not required for the proposed bridge; however, the proposed
bridge is subject to the Jordan Lake Buffer Rules.
If you would like any additional information, please contact me a [e-mail] or [phone].
Sincerely,
Della Moore
NCDOT Division Environmental Supervisor Assistant
cc: Jerry Parker, NCDOT Division Environmental Supervisor
David Bailey, USACE Project Manager
Tim Powers, NCDOT Bridge Program Manager

Reid Robol, PE, CMF, VHB Project Manager