Tabernacle Church Road Cover Letter.doc

S TATE OF N ORTH C AROLINA
D EPARTMENT OF T RANSPORTATION

R OY C OOPER J. E RIC B OYETTE

G OVERNOR S ECRETARY

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 Big Alamance Creek, Guildford
County; WBS Number 17BP.7. R.138
The purpose of this letter is to notify you of the revised summary of impacts for the bridge replacement on SF-400584 (Tabernacle
Church Road). Based on the design plans, the following impacts include:
Impacts Site No. Station Structure Wetland impacts Surface Water Impacts
Permanent Hand Permanent Temporary Existing Existing
Fill in Clearing Surface Surface Channel Channel
in Permanent Temporary
wetlands Water Water
Impacts Impacts
wetlands
(ft) (ft)
L-14+20/16+14
1 Fill-Wetland C 0.02 0.04 <0.01 <0.01 5 10
Mailing Address: Telephone: [phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax: [phone] YANCYVILLE STREET
DIVISION OF HIGHWAYS Customer Service: 1-877-368-4968 GREENSBORO, NC 27415-4996
DIVISION 7 OFFICE
P.O. BOX 14996
Website: ncdot.gov
GREENSBORO, NC 27415-4996

Riparian Buffer Impacts Summary
AllowableWetlands in Buffer

Site No.StructureType
2
Station
Zone 2 (ft2)
Zone 1 (ft)
Zone 1Zone 2Total
1Bridge428204632
1@100'39" Box Beam w/4'0" Caps
L-13+65/15+08-LT
Impacts
165212
1Bridge381212593
1@100'39" Box Beam w/4'0" Caps
L-13+65/15+08-LT
2Bridge171811422860
1@100'39" Box Beam w/4'0" Caps
L-13+62/15+04-RT
2Bridge13337652098
1@100'39" Box Beam w/4'0" Caps
L-13+62/15+04-RT
Totals:386023236183
165212

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
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