20200265 Ver 1_Riparian Buffer Authorization_20200217

State of North Carolina
Department of Environmental Quality
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
Riparian Buffer Authorization Form
A.
Applicant Information
1.
Project Information
1a. Name of project:
Oxxford Hunt Arch Bridge
1b. County:
Wake
1c. Nearest municipality:
Cary
1d. Subdivision name:
Oxxford Hunt
1e. Is the project located in any of North Carolina's twenty coastal counties?
If yes, answer 1f below.
❑ Yes X❑ No
1 . Is the project located within a NC Division of Coastal ManagementArea of
Environmental Concern (AEC)?
❑ Yes X❑ No
2.
Owner Information
2a. Name on Recorded Deed:
Oxxford Hunt Community Association Inc.
2b. Deed Book and Page No.
004263;00936
2c. Map Book and Page No. (include a copy of the
recorded map that indicates
when the lot was created):
2d. Responsible Party
(for Corporations):
2e. Street address:
160 NE MAYNARD RD STE 210
2f. City, state, zip:
Cary, North Carolina 27513
2g. Telephone no.:
[phone]
2h. Fax no.:
2i. Email address:
[e-mail]
3.
Applicant Information (if different from owner)
3a. Applicant is:
LJ Agent LJ Other, specify:
3b. Name:
3c. Business name
(if applicable):
3d. Street address:
3e. City, state, zip:
3 . Telephone no.:
3g. Fax no.:
3h. Email address:
4.
AgenVConsultant Information (if applicable)
4a. Name:
Jeremy Aronson
4b. Business name
if applicable):
Aronson Construction
4c. Street address:
7113 DeerBrook Street
4d. City, state, zip:
Willow Spring, North Carolina 27592
4e. Telephone no.:
[phone]
4f. Fax no.:
4g. Email address:
[e-mail]
FORM: BA 10-2013 Page 1 of 4

B. Project Information and Prior Project History
1. Property Identification
a. Property identification no. (tax PIN or parcel ID):0753454769;0753465306
Ite coo InateS (in decimal degrees):
Latitude: 35.771522
1 Longitu e: -
1c. Property size:
19.81;12.70 acres
2. Surface Waters
a. Name of nearest body of water to proposed project:
Crabtree Creek
Water Quality Classification of nearest receiving water.
; NSW
2c. River basin:
Neuse
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:
The existing walkway is in need of replacement. It is part of a nature trail
3b. Attach an 8'/2 x 11 excerpt from the most recent version of the USGS topographic map indicating the location
of the site
3c. Attach an 8'/2 x 11 excerpt from the most recentversion of the published County NRCS Soil Survey Map
depicting the projectsite
3d. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
1300
3e. Explain the purpose of the proposed project
Replacement of the existing arch bridge
3f. Describe the overall project in detail, including the type of equipment to be used:
We will be removing the existing arch bridge and building a new arch bridge exactly one foot wider than the
existing bridge. New bridge will be assembled on land and then a crane will set it in the exact same location
as the original
4. Jurisdictional Determinations
a. Have jurisdictional wetland or stream determinations by
the Corps or State been requested or obtained for this
property/ pT ect (includinq all priorphases) in thepast?
LJ Yes LJ No XLJ Unknown
Comments:
4b. If yes, who delineated the jurisdictional areas.Agency/
Name (if known):
Consultant mpany:
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 orobtained
for this project(including all priorphases) in hepast?
0 Yes XEI No 0 Unknown
5b. If yes, explain and detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project? 0 Yes XEI No
6b. If yes, explain.
FORM: BA 10-2013 Page 2 of 4

C. Proposed Impacts Inventory
1. Buffer Impacts
la. Project is in which protected basin?
XEI Neuse
❑ Randleman
0 Tar -Pamlico
❑ Jordan
El Catawba
❑ Goose Creek
1b. Individually list all buffer impacts below. If any impacts require mitigation, then you MUSTf ill out Section D of
this form.
Buffer impact
number—
Permanent (P)
or Temporary
Reason for
impact
Type of impact
(exempt, allowable,
allowablew/
mitigation)
Stream name
Buffer
mitigation
required?
Zone 1
impact
(sq ft)
Zone 2
impact
(sq ft)
131 P T
El Yes No
B2 ET P T
Yes No
B3 P T
Yes LJ No
B4 D P T
LJ Yes Ll No
B5 L1 P L1 T
FM Yes 0 No
B6 0 P 11 T
I LJ Yes LJ No
Total buffer impacts
1c. Comments:
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
All haul roads, staging areas, and stockpile areas were designed to be replanted with appropriate grasses
following construction of new walkway. The temporary haul road was designed to be the minimum width and
length necessary to get the vehicles to and from the construction site.
Specitically describe measures taken to avoid or mirnm¢e t e proposed impacts through construction
techniques.
Access path matting used to protect sewer crossings on the temporary haul road. AN ground stabilization
takes place within 14 days of the cessation of land disturbance. Use of a temporary haul road minimizes land
area disturbed and having exposed soil.
2. Buffer Mitigation
a. Will the project result in an impact within a protected riparian buffer that
LJ Yes XLJ No
requires buffer 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
s uare feet
Zone 1
3 (2 for Catawba)
Zone 2
1.5
Total buffer mitigation
required:
c. if buffer mitigation is required, is payment to a mitigation banFo—r-ITUDW
LJ Yes LJ No
proposed?
2d. If yes, attach the acceptance letter from the mitigation bank or NC DMS.
2e. If no, then discuss what type of mitigation is proposed.
2f. Comments:
FORM: BA 10-2013 Page 3 of 4

E. Diffuse Flow Plan
All buffer impacts and highground Impacts require diffuse flow orotherform of
LJ 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 f or stormwater treatment as outined in Chapter of the NC Stormwater BMP
Manual and attach a BMP Supplement Form.
F. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/statellocal) funds or the
El Yes XEI No
use of public federal/state land?
1 b. If you answered "yes" to the above, does the project require preparation of an
0 Yes El No
environmental document pursuant to the req uirements of the National or State (North
Carolina) Environmental Policy Act NEPAISEPA ?
1 c. If you answered `yes" to the above, has the document been finalized by the State
El Yes El No
Clearing House? (If so, attach a copy of the NEPA or SEPAfinal approval letter.)
Comments:
2. Violations
2a. Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated
D Yes XO No
Wetland 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?
El Yes XEI No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
JeremyAronson Z /7 Za
Applicant/Agent's Printed Name pplicant/Agent's Signature Date
U.nt'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 by
First Class Mail via the US Postal Service:
NC DWR, Transportation Permitting Unit
1617 Mail Service Center
Raleigh, NC 27699 - 1617
For all other projects sent by First Class Mail via
the US Postal Service
For government transportation projects sent by
delivery service (UPS, Fed Ex, etc.):
OR NC DWR, Transportation Permitting Unit
512 N. Salisbury Street
Raleigh, NC 27604
For all other projects sent by delivery service
(UPS, Fed Ex, etc.):
Karen Higgins Karen Higgins
NCDWR — 401 & Buffer Permitting Branch OR 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 4 of 4

S001 I EXISTING PEDESTRIAN BRIDGE SITE VIEW
SCALE: NTS
N N N DESIGN CRITERIA
1 I ! ! of IF
1. BUILDING CODES
. NORTH CARWNA BUILDING CODE 2018 EDITION
b. MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES, ASCE 7-10
2. BRIDGE LIVE LOAD 100 PSF
S. SOIL LOADS (ASCE 7-10 & 2018 NCBC)
N I i N � T 1; N 1 ALLOWABLE SOIL BEARING PRESSURE 2000 PSF (TABLE 1806.2)
2=PLY 3-PLY 4_PLY SUB GRADE MODULUS (k) 1DO PCI
ULTMATE FRICTION COEFFICIENT 0.25 (TABLE 1806.2)
UNIT WEIGHT OF SOIL, 110 PCF
MULTIPLE PLY HEADER ATTACHMENT SCHEDULE EQUIVALENT FLUID PRESSURE 42 PCF (KA - 0.35)
NUMBER FASTENER 4. SNOW LOAD (ASCE 7-10)
OF PLIES TYPE(OWFIEROWSo.a SPACING SNOW IMPORTANCE FACTOR, Ia 1.0 (TABLE 1.5-2)
GROUND SNOW LOAD, P9 15 PSF (FIG. 7-1)
10d COMMON 3 12' ONE SIDE SNOW EXPOSURE FACTOR, Ca 1.0 (TABLE 7-2)
THERMAL FACTOR, Ct 1.2 (TABLE 7-3)
2 l6d COMMON 3 12' ONE SIDE ROOF SLOPE FACTOR, C. 1.0 (FIG. 7-2)
SOS I' z 30' 3 12' ONE SIDE BALANCED SNOW LOAD, Pgbd) 15 PSF (EQ. 7.3-1. SECT. 7.10)
1Dd COMMON 3 12' BOTH SIDES SLOPED ROOF SNOW LOAD, Pa 15 PSF (EQ. 7.4-1)
3 16d COMMON 3 12' BOTH SIDES 5. A PROGRAM OF SPECIAL INSPECTIONS IS NOT REQUIRED FOR THIS PROJECT. PER NORTH
CAROLINA STATE BUILDING CODE, 2018 EDITION SECTION 1704.2.
SDS 1' z 40 3 12' BOTH SIDES
SDS 1' z 6 3 12' BOTH SIDES
4
3 24' ONE SIDE
UIGY:
1.) WITH FASTENERS ON BOTH SIDES, STAGGER FASTENERS ON OPPPOSITE SIDE
OF HEADER BY ONE HALF OF THE REWIRED SPACING-
2.) AN ADDITIONAL ROW OR FASTENERS IS REQUIRED FOR HEADERS WITH DEPTHS
OF 14' MO GREATER.
3.)FASTENERS MUST PENTRATE A MINIMUM OF A ' INTO OUTERMOST PLY.
GENERAL CONSTRUCTION SPECIFICATION
1. THE FOLLOWING DOCUMENTS ARE THE PROPERTY OF RED ENGINEERING & DESIGN, INC.
FOR USE SOLELY FOR THIS PROJECT AND SHALL NOT BE REPRODUCED, COPIED. OR
USED FOR OTHER PURPOSES WITHOUT WRITTEN PERMISSION FROM RED ENGINEERING &
DESIGN, INC.
2. NO OTHER PARTY MAY REVISE. ALTER, OR DELETE THESE CONSTRUCTION DOCUMENTS
WITHOUT WRITTEN PERMISSION FROM RED ENGINEERING & DESIGN. INC.
3. THIS STRUCTURE IS ONLY STABLE IN ITS COMPLETED FORM. THE CONTRACTOR SHALL
PROVIDE ALL REQUIRED TEMPORARY BRACING DURING CONSTRUCTION TO STABILIZE THE
STRUCTURE. TEMPORARY SHORING AND BRACING METHODS ARE NOT THE
RESPONSIBILITY OF RED ENGINEERING & DESIGN, INC. AND ARE BEYOND THE SCOPE OF
THESE DRAWINGS.
4. THE SER IS NOT RESPONSIBLE FOR CONSTRUCTION SEQUENCES, METHODS, OR
TECHNIQUES IN CONNECTION WITH THE CONSTRUCTION OF THIS STRUCTURE THE SER
WALL NOT BE HELD RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CONFORM TO
THE CONSTRUCTION DOCUMENTS, SHOULD ANY NON -CONFORMITIES OCCUR.
5. ANY STRUCTURAL ELEMENTS OR DETAILS NOT FULLY DEVELOPED ON THE
CONSTRUCTION DRAWINGS SHALL BE COMPLETED UNDER THE DIRECTION OF A LICENSED
PROFESSIONAL ENGINEER. THESE SHOP DRAWINGS SHALL BE SUBMITTED TO RED
ENGINEERING & DESIGN, INC. FOR REVIEW BEFORE ANY CONSTRUCTION BEGINS.
6. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH AND COORDINATED WITH
THE ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AND CIVIL DRAWINGS THIS
COORDINATION IS NOT THE RESPONSIBILITY OF THE SER. SHOULD ANY DESCREPANCES
BECOME APPARENT THE CONTRACTOR SHALL NOTIFY RED ENGINEERING & DESIGN. INC.
BEFORE ANY CONSTRUCTION BEGINS.
7. VERIFICATION OF ASSUMED FIELD CONDITIONS IS NOT THE RESPONSIBILITY OF THE
STRUCTURAL ENGINEER OF RECORD. THE CONTRACTOR SHALL VERIFY THE FIELD
CONDITIONS FOR ACCURACY AND REPORT ANY DESCREPANCIES TO RED ENGINEERING &
DESIGN, INC. BEFORE CONSTRUCTION BEGINS.
8. THE STRUCTURAL ENGINEER OF RECORD IS NOT RESPONSIBLE FOR ANY SECONDARY
STRUCTURAL ELEMENTS OR NON-STRUCTURAL ELEMENTS, EXCEPT FOR THE ELEMENTS
SPECIFICALLY NOTED ON THE STRUCTURAL DRAWINGS.
1
S001 I GENERAL CONSTRUCTION SPECS
MATERIAL SPECIFICATION
1. ALL STRUCTURAL STEEL TO BE PREFERRED MATERIAL SPECIFICATION IN ACCORDANCE
KITH:
ALSO 360-19, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS
b. AISC STREON , RCSC SPECIFICATION FOR STRUCTURAL JOINTS USING
HIGH -STRENGTH BOLTS
c. BAISCRIDGES.
SO}10, CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND
BRIDGES.
2. ALL GALVANIZED STEEL SHALL BE IN ACCORDANCE WITH:
Q. ASTM A123/AI23M-15, 'STANDARD SPECIFICATION FOR ZINC (HOT -DIP
GALVANIZED) COATINGS ON IRON AND STEEL PRODUCTS.-
b. ASTM A153/A15310-16a, 'STANDARD SPECIFICATION FOR ZINC COATING
(HOT -DIP) ON IRON AND STEEL HARDWARE.-
c. ASTM A750-09 (2015), -STANDARD PRACTICE FOR REPAIR OF DAMAGED AND
UNCOATED AREAS OF HOT -DIP GALVANIZED COATINGS.-
d. ASTM D6386-16a, 'STANDARD PRACTICE FOR PREPARATION OF ZINC
(HOT -DIPPED GALVANIZED) COATED IRON AND STEEL PRODUCTS AND HARDWARE
SURFACES FOR PAINTING.'
3. ALL CONCRETE CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF:
a. ACI 318-11 'BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE'
b. ACI 301-05 'SPECIFICATIONS FOR STRUCTURAL CONCRETE'
c. ACI 117-10 'SPECIFICATIONS FOR TOLERANCES FOR CONCRETE CONSTRUCTION
AND MATERIALS.'
d. ACI 211.1-09 'STANDARD PRACTICE FOR SELECTING PROPORTIONS FOR NORMAL,
HEAVYWEIGHT, AND MASS CONCRETE - PROCEDURE FOR MIX OESIGN-
e. CRSI 2OD9 'MANUAL OF STANDARD PRACTICE, 28TH EV
f. NON -AIR -ENTRAINED NORMAL -WEIGHT CONCRETE MIXTURES SHALL HAVE THE
FOLLOWING PROPERTIES:
L MINIMUM 28-DAY COMPRESSIVE STRENGTH - 3000pa1
a. CLASSIFIED AS MILD EXPOSURE
b. RECOMMENDED MAXIMUM AGGREGATE SIZE
c. RECOMMENDED WATER/CEMENT RATIO - 0.68
d. RECOMMENDED SLUMP (ASTM C143) - 3-
AIR CONTENT - 2.0% (-1%,+2%)
q. STEEL REINFORCEMENT SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS
1. REINFORCING BARS (ASTM A615), GRADE 60, DEFORMED
II. PLAIN -STEEL WIELDED WIRE REINFORCEMENT (ASTM A185). FLAT SHEETS
ONLY
4. ALL ROUGH CARPENTRY SHALL CONFORM TO THE REQUIREMENTS OF:
a. NDS-2012. NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION
I.
ALL SOLID SAWN LUMBER SHALL BE SPF-S /2 OR BETTER (Fb-775pe1,
Ft-35DpN, Fv 135pe1, E=1,100pe1) U.N.O.
b. AWPA-PS. STANDARD FOR WATERBORNE PRESERVATIVES
1. ALL SOLID SAWN LUMBER DESIGNATED 'PT' SHALL BE PRESERVATIVELY
TREATED (AWPA UC4A GROUND CONTACT - GENERAL USE) SYP/2 OR
BETTER, U.N.O.
c. NAILS (ASTM F1667-15)
t6d COMMON - 0.162' CIA. z 3i' LENGTH
a. 16d 21' - 0.16 �- DIA. z 2i LENGTH
III. 10d COMMON - 0.148 CIA. z 3' LENGTH
v. 10d z 1i - 0.148' DIA. z 11' LENGTH
Bd COMMON - 0.131' DIA. x 2% LENGTH
N. 8d z 1? - 0.131- CIA. z 11' LENGTH
5. ALL GLULAM BEAMS SHALL CONFORM TO THE REQUIREMENTS OF:
a. ANSI/AITC A190.1, AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED
LAMINATED TIMBER.
b. NDS-2012, NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION.
C.APA Y117, GLULAM DESIGN SPECIFICATIONS.
d. APA Y117 SUPPLEMENT, GLULAM LAYOUT COMBINATIONS.
6. ALL POST -INSTALLED MECHANICAL ANCHORAGE INTO CRACKED OR UNCRACKED
CONCRETE SHALL BE IN ACCORDANCE WITH:
a. ACI 355.2 & ICC-ES AC193, ACCEPTANCE CRITERIA FOR MECHANICAL ANCHORS
IN CONCRETE ELEMENTS
X 1 1 5 1 1 3 2
SXXX NOT USED SCALE: I S001 I MULTIPLE PLY HEADER ATTACHMENT SCHEDULE I S001 I DESIGN CRITERIA S001 I MATERIAL SPECS
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NOTES m
1.) DECK FLOOR CONSTRUCTION TO BE PRESERVATIVE TREATED UM) SYP/2 OR
BETTER (Fb-1.100pIIi, Ft-675pn7, Fv 175psl. E-1,400,00pai 2 , 6 MEMBERS. TTACH TO DECK
FRAMING WITH 2 �- /8 SCREWS (GALVANIZED) AT EACH J01
2.) GLULAM TO BE POWER PRESERVED GLULAM EWS 24F—V5M1/SP BY ANTHONY FOREST PRODUCTS OR
TYP APPROVED EQUAL
S101 I NEW PEDESTRIAN BRIDGE SCALE: 1/4" = l'-O
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CONTINUOUS TOP RAIL
2 x 6 (PT) -
ATTACH TO EACH POST
G;&2 Wj4S6&
D
HORIZONTAL RAILING
2 x 6 (PT)
ATTACH To EACH P &V V.
2 ;I&SCR44
POS
x 6 (PT)
0 4'-0 o.c MAX
ZMAX
SIMPSON STRONG -TIE
DTT2Z
ATTACH TO BLOCKING a SOS j . ij
DECKING
SEE PLAN
\ (.- kid
GALVANIZED
J70 A.30 7 THROUGH BOLT
2 0 EA. POST
C4
BLOCKINePT)
2 X 1 0
LOCATE AT EACH POST
ATTACH To GISTS
GLULAM GALV2 "4 x 5'
.
SEE PLAN SCREW
2'-6- 8' 11-0.
1.
MIN. GAP
5 x 24 GLULAM BEAM-\
0 24"
,,-CONCRETE APRON
SEE PLAN
BY OTHERS
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EA. WAY.
NOTES:
1.) DO NOT EXPOSE END GRAIN OF GLULAM TO WEATHER WHEN CUTTING.
2 1 ICI 1
S201 I GUARDRAILING ATTACHMENT SCALE: 1j" = 1'-0 1 S201 I EMBUTTMENT DETAIL SCALE: 11" = l'-O
GALVANIZED
L 6 X 31 x I x 0'-7 (LLV)
BOTH SIDES ATTACH TO FOOTING
2 w 1 0 HILTI KWIK BOLT TZ
(EMBED - 31-)
ATTACH THROUGH GLULAM
'1 2 � 1.0 A307 THROUGH BOLTS (HDG)
I- ELASTOMERIC BEARING PADY
x I - x 1 3 1
SXXXINOT USED SCALE: SXXXINOT USED SCALE: S201 I CONNECTION DETAIL SCALE: 3" = l'-O-
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