20211197 Ver 1_Riparian Buffer Authorization_20210803

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City of Greensboro
North Carolina
ao I 4--
July
7, 2021
NCDWR, 401 & Buffer Permitting Branch
1617 Mail Service Center
Raleigh, NC, 27699-1617
Re: New Garden Road Sidewalk Gap Project - Greensboro, NC
Dear Karen Higgins:
The City of Greensboro would like to notify your office of the proposed sidewalk project at 2100 New
Garden Road, NW of Greensboro, NC 27410. The project's objective is to connect the existing
sidewalk gap (picture attached) by constructing a 270 feet long, 4.5' —6.0' wide concrete sidewalk
with a 12-inch grass strip to the of curb to accommodate the safety guard rail.
Presently, New Garden Road is a five lane road with sidewalk on both sides. The south side sidewalk
has a gap of about 270 feet that prevents continuity to pedestrians and runners, and this is a safety
concern. Constructing a new sidewalk to connect this gap will improve safety. At this location, there is
an existing triple 72-inch culvert underneath that daylight about 404 feet downstream.
The City of Greensboro staff reviewed the location for other options but the development around the
sidewalk gap is not favorable in re-routing the proposed sidewalk. Therefore, there is no practical
alternative than the construction of the sidewalk to connect the gap at this location.
The City of Greensboro hereby request the proposed riparian buffer authorization form be considered
for approval as an existing transportation facilities sidewalk improvement.
Attached is the Riparian Buffet Authorization (RBA) application, construction drawing, vicinity map,
USGS topography map, and site layout drawings with the drainage layout map for your review.
Site: 2100 New Garden Road, Greensboro, NC 27410.
Site Condition: Existing sidewalk gap is above a triple culvert with a wing wall.
If you have any further questions, please call me at [phone]
Sinc e ,
de Idowu
Civil Engineer
City of Greensboro, Engineering & Inspection Department
Attachment: Application & Pictures, Aerial View, USGS Topography map and Construction Drawing.
P.O.Box 3136 Greensboro,NC 27402-3136 www.greensboro-nc.gov (336) 373-CITY(2489) : TTY#333-6930

DWR
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources Division of Water Resources
15A NCAC 02B.0233(8)(b),.0243(8)(b),.0250(11)(b),.0259(8)(b),.0267(11)(c),.0607(e)(2)-Buffer Authorization
FORM: BA 10-2013
A. Applicant Riparian Buffer Authorization Form Information
1. Project Information
1 a. Name of project: New Garden Road Existing Sidewalk Connection
1 b. County: Guilford County
1 c. Nearest municipality: Greensboro
1 d. Subdivision name: N/A
1 e. Is the project located in any of North Carolina's ❑ Yes ❑ No
twenty coastal counties. If yes, answer 1f below.
1f. Is the project located within a NC Division of Coastal ❑ Yes ❑ No
Management Area of Environmental Concern (AEC)?
2. Owner Information
2a. Name on Recorded Deed: N/A
2b. Deed Book and Page No. N/A
2c. Map Book and Page No. N/A
(include a copy of the recorded
map that indicates when the lot
was created):
2d. Responsible Party City of Greensboro
(for Corporations):
2e. Street address: 300 W. Washington Street
2f. City, state, zip: Greensboro, NC 27401
2g. Telephone no.: [phone]
2h. Fax no.: [phone]
2i. Email address: [e-mail]
3. Applicant Information (if different from owner)
3a. Applicant is: ❑ Agent ❑ Other, specify:
3b. Name:
3c. Business name
(if applicable):
3d. Street address:
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
3h. Email address:
4. Agent/Consultant Information (if applicable)
4a. Name:
4b. Business name
(if applicable):
4c. Street address:
4d. City, state, zip:
4e. Telephone no.:
4f. Fax no.:
4g. Email address:
FORM: BA 10-2013 Page 1 of 5

B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): None
1 b. Site coordinates (in decimal degrees): Latitude: 36.1289 N Longitude: -79.8577 W
1 c. Property size: acres
2. Surface Waters
2a. Name of nearest body of water to proposed project: Horse Pen Creek
2b. Water Quality Classification of nearest receiving
water:
2c. River basin: Horse Pen Creek
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of
this application:
- Presently, there is an existing vegetated buffer on both sides of the creek. The site condition and the
general land use is business/condominium on both sides and retail across the street.
3b. Attach an 8 %x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c. Attach an 8 1/2 x 11 excerpt from the most recent version of the published County NRCS Soil Survey Map
depicting the project site
3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
P = 550
3e. Explain the purpose of the proposed project:
- To construct 270 feet of sidewalk to connect both ends of an existing sidewalk along New Garden Road.
3f. Describe the overall project in detail, including the type of equipment to be used:
- To excavate exact width to construct concrete sidewalk with an excavator, install retaining wall around the
sewer manhole and pour concrete. No tree removal and no stream impact. Not to disturb slope or existing
buffer.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the ❑ Yes X No ❑ Unknown
Corps or State been requested or obtained for this property/ Comments:
project(including all prior phases) in the past?
4b. If yes, who delineated the jurisdictional areas? Agency/Consultant Company:
Name (if known): Other:
4c. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach
documentation.
5. Project History
5a. Have permits or certifications been requested or obtained for [' Yes X No ❑ Unknown
this project (including all prior phases) in the past?
5b. If yes, explain and detail according to"help file" instructions.
6. Future Project Plans
6a. Is this a phased project? ❑ Yes X No
6b. If yes, explain.
FORM: BA 10-2013 Page 2 of 5

C. Proposed Impacts Inventory
1. Buffer Impacts
la. Project is in which protected ® Neuse ❑ Tar-Pamlico ❑ Catawba
basin?
❑ Randleman ❑ Jordan ❑ Goose Creek
1 b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUST fill out Section D of
this form.
Buffer impact Reason for Type of impact Stream name Buffer Zone 1 Zone 2
number— impact (exempt, allowable, mitigation impact impact
Permanent(P) allowable w/ required? (sq ft) (sq ft)
or Temporary mitigation)
(T)
B1 ® P ❑ T Sidewalk Transportation New Garden ❑ Yes ® No 1350
construction facility Road
B2 ❑ P UT ❑ Yes ❑ No
B3 ❑ P ❑T ❑ Yes ❑ No
B4 ❑ P ❑ T ❑ Yes ❑ No
B5 ❑ P ❑T ❑ Yes ❑ No
B6 ❑ P ❑T ❑ Yes ❑ No
Total buffer impacts
lc. Comments: There is an existing transportation use at this location.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
The proposed sidewalk grass strip and construction is minimized to reduce impact of the stream buffer.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction
techniques. Construction impact will be practically minimum disturbance and construction entrance will be by
closure of a lane during construction.
FORM: BA 10-2013 Page 3 of 5

C. Impact Justification and Mitigation, continued
2. Buffer Mitigation
2a. Will the project result in an impact within a protected riparian buffer that requires buffer ❑ Yes ® No
mitigation?
2b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the amount of mitigation required in the table below.
Zone Reason for impact Total impact Multiplier Required mitigation
(square feet) (square feet)
Zone 1 3 (2 for Catawba)
Zone 2 1.5
Total buffer mitigation required:
2c. If buffer mitigation is required, is payment to a ❑ Yes ❑ No
mitigation bank or NC EEP proposed?
2d. If yes, attach the acceptance letter from the mitigation bank or NC EEP.
2e. If no, then discuss what type of mitigation is proposed.
None
2f. Comments: According to Neuse Buffer Riles 15A NCAC 02B.0233(3)(b)—the buffer protection rules do not
apply when there are existing uses that are present and ongoing.
FORM: SSGP3080 8-13 Page 4 of 5

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of [' Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be ❑ Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
Manual and attach a BMP Supplement Form.
F. Supplementary Information
1. Environmental Documentation
1 a. Does the project involve an expenditure of public(federal/state/local)funds or the use ❑ Yes ❑ No
of public(federal/state) land?
lb. If you answered "yes"to the above, does the project require preparation of an ❑ Yes ® No
environmental document pursuant to the requirements of the National or State (North
Carolina) Environmental Policy Act(NEPA/SEPA)?
1 c. If you answered"yes"to the above, has the document been finalized by the State ❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2. Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland ❑ Yes ® No
Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian
Buffer Rules (15A NCAC 02B .0200)?
2b. Is this an after-the-fact permit application? ❑ Yes ® No
2c. If you answered "yes"to one or both of the above questions, provide an explanation of the violation(s):
Ade Idowu 7/7/2021
Applicant/Agent's Printed Name Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent For government transportation projects sent by
by First Class Mail via the US Postal Service: delivery service(UPS, FedEx, etc.):
NC DWR, Transportation Permitting Unit OR NC DWR, Transportation Permitting Unit
1617 Mail Service Center 512 N. Salisbury Street
Raleigh, NC 27699 - 1617 Raleigh, NC 27604
For all other projects sent by First Class Mail For all other projects sent by delivery service
via the US Postal Service (UPS, FedEx, etc):
Karen Higgins OR Karen Higgins
NCDWR—401 & Buffer Permitting Branch NCDWR—401 & Buffer Permitting Branch
1617 Mail Service Center 512 N. Salisbury Street
Raleigh, NC 27699 - 1617 Raleigh, NC 27604
FORM: BA 10-2013 Page 5 of 5

AERIAL VIEW

City of Greensboro - NC Exhibit A
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USGS TOPOGRAPHY MAP

New Garden Road Sidewalk Gap Exhibit D
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NRCS SOIL SURVEY MAP

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Map Scale:1:989 if printed on A portrait(8.5"x 11")sheet
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Map projection:Web Mercator Comer coordinates:WGS84 Edge tics:11TM Zone 17N WGS84
USDA Natural Resources Web Soil Survey 6/29/2021
00111 Conservation Service National Cooperative Soil Survey Page 1 of 3

Soil Map—Guilford County, North Carolina
New Garden Road Sidewalk Gap Exhibit C
MAP LEGEND MAP INFORMATION
Area of Interest(AOI) Spoil Area The soil surveys that comprise your AOI were mapped at
Area of Interest(AOI) 1:20,000.
Stony Spot
Soils • Very Stony Spot Warning:Soil Map may not be valid at this scale.
Soil Map Unit Polygons
Wet Spot Enlargement of maps beyond the scale of mapping can cause
- 0 Soil Map Unit Lines misunderstanding of the detail of mapping and accuracy of soil
Other line placement.The maps do not show the small areas of
p Soil Map Unit Points contrasting soils that could have been shown at a more detailed
Special Line Features
Special Point Features scale.
Blowout Water Features
Streams and Canals Please rely on the bar scale on each map sheet for map
El Borrow Pit measurements.
Transportation
x Clay Spot .-f-r Rails Source of Map: Natural Resources Conservation Service
Closed Depression Web Soil Survey URL:
,• Interstate Highways Coordinate System: Web Mercator(EPSG:3857)
Gravel Pit US Routes
Maps from the Web Soil Survey are based on the Web Mercator
Gravelly Spot Major Roads projection,which preserves direction and shape but distorts
distance and area.A projection that preserves area,such as the
Landfill Local Roads Albers equal-area conic projection,should be used if more
Lava Flow Background accurate calculations of distance or area are required.
Marsh or swamp Aerial Photography This product is generated from the USDA-NRCS certified data as
of the version date(s)listed below.
- Mine or Quarry
Soil Survey Area: Guilford County, North Carolina
ar. Miscellaneous Water Survey Area Data: Version 18,Jun 4,2020
{ Perennial Water Soil map units are labeled(as space allows)for map scales
Rock Outcrop 1:50,000 or larger.
Saline Spot Date(s)aerial images were photographed: Oct 24,2018—Oct
1 30,2018
Sandy Spot
The orthophoto or other base map on which the soil lines were
Severely Eroded Spot compiled and digitized probably differs from the background
imagery displayed on these maps.As a result,some minor
Sinkhole shifting of map unit boundaries may be evident.
Slide or Slip
Sodic Spot
L!sl>A Natural Resources Web Soil Survey 6/29/2021
Conservation Service National Cooperative Soil Survey Page 2 of 3

Soil Map—Guilford County, North Carolina
New Garden Road Sidewalk Gap Exhibit C
Map Unit Legend
Map Unit Symbol Map Unit Name Acres in AOI Percent of AOI
CeC2 Cecil sandy clay loam,6 to 10 0.6 11.7%
percent slopes,moderately
eroded
EnD Enon fine sandy loam, 10 to 15 0.1 1.8%
percent slopes
HdA Hatboro loam,0 to 2 percent 3.2 64.2%
slopes,frequently flooded
PpC2 Poplar Forest clay loam,6 to 1.0 20.3%
10 percent slopes,
moderately eroded
W Water 0.1 2.0%
Totals for Area of Interest 5.0 100.0%
I:SDA Natural Resources Web Soil Survey 6/29/2021
Conservation Service National Cooperative Soil Survey Page 3 of 3

DRAINAGE MAP

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SITE PICTURES

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CONSTRUCTION DRAWINGS

EX. DRIVEWAY TO BE O A� s'rl65
REMOVED 6 REPLACED R C�''�
PER cos ,.�
STD. TYPE 416-A
(TYPICAL) % e"
UTILITY POLE - 5' CONCRETE SIDEWALK �(.�py�C' '' ~ / '' {
STA. 2+34.20 2' GRASS STRIP , i
0.S.3.0 FT.BOC (TYPICAL SECTION #4) . -- \\
NORTH SIDE #
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TO BE RELOCATED CONCRETE
BY OTHERS ADJUST EX. 50-FOOT SIDEWALK
,-
TELECOM BOLE- 1*
TO FLUSH WITH . ,,,.? `
5' CONCRETE SIDEWALK PROPOSED SIDEWALK r ", ENO OF SIDEWALK
1' GRASS STRIP i �, ' �* STA. 3+58.88G
(TYPICAL NORTH-SIDE #2) ��. ."s � " / TIE INTO
1 �� �r 'rip -'�, s�•/ euN ���`'" ATEX SIDEWALK
SAME ELEV.
4.5' CONCRETE SIDEWALK 1'0 '!0/ .l'" `/m 0T21731" ` ,p
1' GRASS-8TRIP 1. i ,-'' I l/
(TYPIC4.-SECTION #3) / r �
NORTH SIDE �- r- /` °�` - . �� \. '��, REMOVE AND REPLACE
m 1kcA ri^ __ - — i 'ont_
- �- ' /- \`\\\\\_ i EXISTING 18 SO.YARD
CONCRETE SIDEWALK.
Z 5' CONCRETE SIDEWALK / a r',-' �\\\N� ^'i STA. 3+43.21
N 2 GRASS STRIP / - 9'P' �! _ - fi0P _; \ \�\� ��',..
,(TYPICAL SECTION #1) �y r / • _ - :- \ _ _ ` AT STA. 3+00�8 &
�IORTHSIDE._ ,x 'ix � — STA. 3+37.27
/ "J V ••i r' �. -" - 0* —'~�-�•= �` -� REMOVE EXISTING CONC.
i
/ / ., r j / -` ----: '"- � '�+�•� CURB 6 GUTTER AND
s� °a" _ INSTALL NEW 40 FEET OF
/ ' r � / - Y.F _ � CONC. CURB & GUTTER PER
AQL�" / r /. • PER COB $TB: 4IGJETHOO'A' —— _ _ C06 STD. #501.
2 `� / 'bt r' �1
P c ` r ► 2100 NEW GARDEN ROAD
c ,,,s V�Q►` / ^.h ,r /� BENTSEN-MINOR HOLDING. LLC
" /,, i . . -- GREENSBORO, NC
�,,` 1�G,1,0 5' CONCRETE §IYIALK �:,oY r.f� j y, ,. •• PROPOSED •• �� TCE 0
,�� 4v (TYPICAL SECT ONP#2) / r'' t i'.' - `/ ' , \ SILT FENCE
�jj I'TH SII ,--1 lif'/ ,\ RESTORE DISTURBED
," r ./�" iv - • SLOPE AREA WITH
•VIDE COG STD. ,#450 •`, •q ,r ,/�°�.�4ff ( �_ EROSION MATTING.
INLET PROTECTION. I /• r/ � % - $4•
°x • \\'I EXISTING CO�C
5' CONCRETE GRASS SIDIEPWALK - • �,!d_.t '` HEADWALL 6 WING WALLS
(TYPICALCA SECTION SIDE #1) \s i ` ,y 3, '�i ° '` /
` / •
.:
,7', io
EXISTING • •-
5' CONCRETE SIDEWALK , E>,. ,,,�'�- • 'I N 1 _
2100 NEW GARDEN ROAD
3' GRASS STRIP '1 4 LF OF SAFETY FENCE -,'"' BENTS
EN-NINOR HOLDING, LLC
•s,a ox `/• Co ra1� �ER STD. 446.) HOO 'A' G ORD. NC
0 1.// / Ai' �.. �►.
PROPOSEDti
/ ,/4' � `; �' SILT FENCE
o• , ; A / PROPOSD TCE SI
,' , BEGIN SIDEWALK
i PROrJECT $I
x 1.- STA. 0+20.33
RESTORE DISTURBED I TI s ELEV.E NTO I
SLOPE AREA WITH EX. S ALK
EROSION MATTING. SI AT NEW GARDEN ROAD SIDEWALK GAP
STA. 0+20.33 SOUTH SIDE
NEAR RICHFIELD ROAD TO EXISTING DRIVEWAY

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� I ONLY NON-METALLIC, AVEI SR/FA ES(IS /E 1I BE USED FEE UNNINGG LO E IS M CONCRETE. I ooi[ �> L`Ti"Ea
4.ONE HANDRAIL f04 NCL.PJEI SURFACES IS REQUIRED ANEW THE RUNNING SLOPE 5.y LW ! R � SHEET Or :.:.
Q7EAIER AND SHALL MEET AL O4-ARPUCAR/E REQUIREMENTS AND PROVISIONS OF SECTION F.
RI08 of THE ADa £ORDB/LTv OLDS ND FOR PUBLIC RIGHTS-OF-WAY:TO E-wAr. STANDARD SEGMENTAL GRAVITY WALL WITH SLOPE - NORTH CFxo+ STANDARD DETAIL.vo.+s+.a1 "-
S7NERf ARE TO NO EXPOSED MELDS AND ERECTED FENCE IS TO HAW ME SAME APPEARANCE AWE va�wa..uv-FOR rtx[zwNO GRADE DETAILS.
DEPARTMENT OF TRANSIORTATION
ON BOIN SIDES. •
onTsio' OF HIGHWAYS STANDARD
G.IEROCAL PlatE7S'SHALL NOT EXTEND BEF2N0 THE TON oR BOTTOM RAILS SEGMENTAL GRAVITY _
GEOTECINIGAL RETAINING WALL
ENGINEERING UNIT
1C / TY OF GREENSBORO DATE "„„
S SAFETY FENCE FOR PEDESTRIANS STD.NO. REV.
i WITH HANDRAIL OPTION 446 '-
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MOADMAY MICH
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SEINER C TIT• Y BY BY .OS NEW GARDEN ROAD �Y 10.
NATl1SOUTH SITE t e
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