20230176 Ver 1_Garner Junction 404 401 Ltr + Att_Optimized_20230201

XiNatural Resource Consultants
February 1, 2023
U.S. Army Corps of Engineers NC Division of Water Resources
Raleigh Regulatory Field Office 401 & Buffer Transportation Permitting Branch
via online PCN Submittal via online PCN Submittal
RE: Nationwide Permit 3/Individual Water Quality Certification/Buffer Application
Garner—Junction Boulevard
Garner,Wake County, North Carolina
NRC Project#: 22005
To Whom It May Concern:
On behalf of the Town of Garner we are applying for a Nationwide Permit 3 from the US Army Corps of
Engineers (USACE), and an Individual Water Quality Certification and Buffer Authorization from the NC
Division of Water Resources (DWR)for proposed impacts to jurisdictional waters and riparian buffers
associated with the Garner—Junction Boulevard project.The proposed project involves the
rehabilitation of two failing CMP culvert systems located on Junction Boulevard between Garner Station
Boulevard and Broomfield Hunter Lane in Garner, Wake County, North Carolina.
A USACE Action ID nor a DWR Project number have been assigned to this project.
A list of the attachments to the online Pre-Construction Notification Application and those attachments
follow this letter. Your review of this project is greatly appreciated. If you have any questions or require
additional information, please contact me at [phone] or [e-mail].
Sincerely,
Natural Resource Consultants
Jennifer Burdette, PWS
Sr. Environmental Consultant
Attachments
EC: Leah Harrison,Town of Garner([e-mail])
Chris Stanley, McAdams ([e-mail])
Cameron James, McAdams ([e-mail])
308 W Millbrook Road,Ste D#200,Raleigh,NC 27609 919.422.3605

fNatural Resource Consultants
f
Garner—Junction Blvd. Permit Application
List of Attachments
Pre-filing
Agent Authorization
Figures & Impact Maps
Jurisdictional Determination
Protected Species
Cultural Resources

Pre-filing

Jennifer Burdette
From: Jennifer Burdette
Sent: Wednesday, December 21, 2022 5:01 PM
To: 401 PreFile
Subject: Garner Junction Blvd, Garner, Wake County
We plan to submit a PCN for a Nationwide 3 Permit and corresponding Individual WQC for the Garner Junction
Boulevard project. The applicant will be Town of Garner, Attn: Rodney Dickerson, 900 7t"Ave, Garner, NC 27529. Mr.
Dickerson's contact information is 919-773-4407 and [e-mail].
Please contact me if DWR would like a pre-application meeting for the project.
Thanks,
Jennifer
Jennifer Burdette
Natural Resource Consultants
New Address:
308 W Millbrook Rd,Ste D#200, Raleigh, NC 27609
[e-mail]—919.422.3605
ir IR r
atu a Resource
Consultants
1

Agent Authorization Form

Natural Resource
Consultants AGENT AUTHORIZATION FORM
All Blanks to be Filled in by the Applicant
FIELDS WITH * ARE REQUIRED
Project Area PIN(s): 1701194755, 1701194969, 1701198822 & 1702109111
Name: Town of Garner, POC: Leah Harrison
Address: 900 7`h Avenue, Garner, NC 27529
Phone: [phone]
Email: [e-mail]
Project Name: Garner Junction Blvd.
Project Number: 22005
Project Manager: Jennifer Burdette
US Army Corps of Engineers NC Division of Water Resources
Raleigh Regulatory Field Office 401 & Buffer Permitting Branch
3331 Heritage Trade Drive, Suite 105 512 N. Salisbury Street
Wake Forest, NC 27587 Raleigh, NC 27604
Re: Clean Water Act& Riparian Buffer Related Consulting and Permitting
To Whom It May Concern:
I hereby designate and authorize Natural Resource Consultants to act on my behalf as my agent in obtaining
verification of wetland delineations and processing of permit applications for the project listed above.
I,the undersigned, responsible party for the applicant, do authorize representatives of the Wilmington
District, U.S.Army Corps of Engineers (Corps) and NC Division of Water Resources to enter upon the property
herein described for the purpose of conducting on-site investigation and issuing a determination associated
with Waters of the U.S. subject to Federal jurisdiction under Section 404 of the Clean Water Act/Section 10 of
the Rivers and Harbors Act of 1899 and/or Waters of State and/or Riparian Buffer Rules.
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE:This authorization,for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by Natural Resource Consultants' staff.
JA Vi
_n�r1�
*Print Applicant Name Signature u
*Title Date
308 W Millbrook Road,Ste D#200,Raleigh,NC 27609/919.422.3605

Figures & Impact Maps

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NOTES:
1.USGS;7.5 MINUTE,QUAD,LAKE WHEELER,NORTH CAROLINA,2019
2.LAT.35.726953,LONG:-78.657431
3.The project area is approximately 0.5 acres in size.
0 1,000 2,000
FIGURE 1. USGS TOPOGRAPHIC MAP Feet
JUNCTION BOULEVARD CULVERT REPLACEMENTS 1 inch =2,000 feet
VERSION: 1
Natural Resource GARNER, WAKE COUNTY, NC DATE: 8/22/2022
Consultants JOB NO: 22005
DRAWN BY: Alec
C:\Users\NRC\NRC Server\Projects\22005 Garner Junction Blvd\GIS\22005-Junction-Fig 1 USGS.mxd,8/22/2022 1:27:50 PM,Alec

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Legend
Project Area A
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NOTES:
1.NRCS,SOIL SURVEY SHEET 68,WAKE COUNTY,NC(1970)
0 660 1,320
FIGURE 2B. BUFFER SUBJECTIVITY SOIL SURVEY Feet
JUNCTION BOULEVARD CULVERT REPLACEMENTS 1 inch = 1,320 feet
Natural Resoul. GARNER, WAKE COUNTY, NC VERSION: 1
DATE: 8/22/2022
Consultants JOB NO: 22005
DRAWN BY: Alec
C:\Users\NRC\NRC Server\Projects\22005 Garner Junction Blvd\GIS\22005-Junction-Fig 2B Buffer SS.mxd,8/22/2022 4:03:27 PM,Alec

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LEGEND
Project Area
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ContoursNC OneMa
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1 50 100
AERIALFIGURE 3.
JUNCTION BOULEVARD CULVERT REPLACEMENTS 1 inch = 100 feet
Natural Resource ' 'NER, WAKE COUNTY,
D` 8/22/2022
Consultants •' NO: 11
DRAWN

GENERAL NOTES: "
1. TOPOGRAPHIC 8'PLANIMETRIC INFORMATION TAKEN FROM SURVEY
PERFORMED BY MCADAMS COMPANY DATED JULY 2019 AND SUPPLEMENTED
WITH GIS INFORMATION PROVIDED BY WAKE COUNTY.
2. THERE ARE NO NATURAL OR HISTORIC INVENTORY SITES ON THIS OR
ADJOINING PROPERTIES. ig
3. ITIS THE CONTRACTORS SOLE RESPONSIBILITY GINFRASTRU ENSURE MATPROPER REMOVAL,
SIT MCADAMS
STORAGE,AND REUSE OF ANY EXISTING INFRASTRUCTURE MATERIALS ON SITE,
INCLUDING BUT NOT LIMITED TO ELECTRICAL,TELECOM,AND FIBER OPTIC.
4. CON TRACTOR TO RESTORE ALL EXISTING AREAS DISTURBED BYCONSTRUCrION
TO EXISTING OR BETTER CONDITIONS. The John R.McAdams Company,Inc.
S. ALL DIG PERMITS ARE THE RESPONSIBILITY OF THE CONTRACTOR. 2905 Meridian Parkway
Durham,NC 27713
phone [phone]
fax [phone]
license number:C-0293,C-187
www.mcadamsco.com
CLIENT
TOWN OF GARNER
�- ---- \ I / /4 9007th AVENUE
GARNER,NC 27529
PHONE:[phone]
NEUSE ZONE 1
30'RIPARIAN BD,F(R GARNER
BEMPORAbr/ZONE 1 / 1 e0_`-Lo, o \� S4 T MPORA-STREAM \�----J \\ I �� I / /
NEUSE IPARIAN BUF ER/IMPACT ` IMPAC (ACCESS/PUMP-ROUND) ��
\� J (113� F) / (14 LF\0.009 AC) NEUSE ZONE 1 \ I G�� NEUSE ZJdNE 2 / H
30'RIPARIAN BUFFER \ I p I 50'RIPAR BUFFER / /
�'N
.\
.. NEUSE ZONE 2 - __- S6 TEMPORARY STREAM /
Nam 50'RIPARIAN BUFFER _ IMPACT(4CCESS/PUMP-AROUND) / I /
BEMPORARY HE 1 18 LF, �6 AC)
NEUSE RIPARI BUFFER IMPR
(2610 SF)
eb \3 R I OZ�I
Data
� Point
PERMANENT STREA \ //
'PACT(RIPRAP) EXISTING 6D'
�3-I n!_p10AAC) - PUBLIC R/W ITYP.I 84 u' _ 3 \ I // // / a
TEMPORARY ZONE 230"PIPE I
NEUSE RIPARIAN BUFFERI Q�� Igp / Q�
1 PROPOSED STORM PIPE LINING REPAIRS \ss -- ~W' T -__ ` \ ICJ - \y-90 -sw 'so Q J
(515 SF) ----31 7
/ EX T G TRANSPORTAMN TMLfl - `
�h� � -�# tt BDU - IMPACT ANENT)��EAM \
`\ % ISTING �R\AT1oN FCILI �\1 `.���-� 60, PueuCl p LEVf'{RD -==-31 9----- -- O Z_
1 / DISTULIMITRBANCE
BA ��� B.M. 7989, /WO - aorsxe)�=---6---- -- / m O
/ DISTURBANCE I�Ci, 15"PIPE - /
q'V2 \\ DISTURBANCE //I O
LU
TING T SPORTATION FACILITY O\
NENT STREAM Q
_ IMPACT IPRAP) Ur
118(35 LF, .0AC) \ 1 w \ \\ NEUSE ZONE 1
EXISTING ___ w \ 30'RIPARIAN BUFFER
I / of �TI FUN Y ZONE 1 -�-� ---\\�--- --- ` O
L7 u, N USE IPARIAN BU FOR IMPACT -- // - _ - _ \ NEUSE ZONE 2
673 F) 3}0 -, \ --- -/ i _-- \ \ 0'RIPARIAN BUFFER U
NG EXIST y \ T�RM \E©\\NING REPAIRSNEU E ZONE 1 PUBLIC R/W IYP.) \\OSEDI�T
30'RIPARIAN BUFFER
STORM AND SEWER DATA (/ / ��Ns / NEUSE ZONE z B5
50'RIPARIAN BUFFER
Data Point#1 I
551 SD7 CB / / X I n TEMSERRI9.4RIAN EBUFFER
RIM=314.65 TOP 31694 / I / -'\ / \ I / �osz IMPACT \ zp
8"(S)=309.25 30'RCP(S)=306.64 / I / 1 - moo\ (2]s�F) ( i oN-i� •`���
S52 SD2-30"RCP // W � \\ S7 P RMANENT STREAM \ \\ / �wN `
I k
�2 TEMPORARY REAM p .
RIM=311.28 INV=303.59 MPACT(ACCESS PUMP-AROUND)- _
8"(N)=301.46 / / /(30 LF,N.015 �\/ �i �� j/ ��/ / to \ IMPA (RIPRAP) \ a \\
SOB
_F / \ 31 F,0.010 AC
8"(S)=301.46 / / /'�/ / o ( ) ` N o 2 i
FES=303.76 I \ � \
_ / \ a,\\ \ \ \ \ L
553 SD4-48"CMP I "\ /// / 95
RIM=313.35 / s / \ §8 TE-\ �\ \
FES=303.95 II`�/
8"(N)=303.53 I I I\ //_---'/ / // / \\ \ / ! SS TEMP RA 5kR M \ rv }`w 1�GI NE�F��,,�:
SD5-48"CMP \ I T CC
ESS/P MP-AROUND 1'wgw RO �o
INV E=303.90 FES=304.16 / I I \/� / /// -I \\ \ B6 \ / cc P�9�
8"(S)=303.43
SD6-15"RCP / I/ / /' // y \ HOUSE RRIPAR ON BUFFER IMPACT
554 INV=303.80 / � '�_ \ \ EHIm
R81M-3130285 I / / / / / / �// �\\\\\ \\ (2181 SF) \ \ II ///
SD7-48"CMP I I /
INV(E)=302.82 FES=304.17
8"(S)=302.77 SD8-48"CMP
FES=304.49
SSS SD9-48"CMP
RIM=321.88
FES=304.56
SD10-DI 17
GRATE=316.94
SS6
RIM=311.97 12"RCP(W)=306.57
INV(W)=305A7 SD11-CB
TOP=311.45 / \\ \ \\\ oNz� \\ \\ II REVISIONS
125 RCP"RCP E=306.0 / of \ No. DATE
LEGEND \ \ \ \\
SD12-CB ---EXISTING MAJOR CONTOUR \ \ \�\
TOP=311.31 ------EXISTING MINORCONTOUR -� \\ /
15'.RCP(E)=304.86 PROPOSED MAJOR CONTOUR \\ \\ \ \\ f \\
PROPOSED MINOR CONTOUR
S013-DI
WOOD LINE
GRATE=313.11 ^^^^
12"RCP(S)=306.21 LSD-STORM DRAIN PIPE
SD14-12"RCP SS SANITARY SEWER PIPE
FES=305.69 -W-WATER SUPPLY PIPE
SD15-36"CMP -X-X-FENCE LINE PLAN INFORMATION
INV=305.34 -. .-LIMITS OF DISTURBANCE
SD16-36"CMP PROJECT NO. TOG18030-IMPACTS
INV=305.32 -"-"-TEMPORARY CONSTRUCTION EASEMENT
SD17-36"CMP SILTAND TREE PROTECTION FENCE
FILENAME TOG18030-C1.05
INV=304.47 WOODED AREA
CHECKED BY CMl
SD18-36"CMP PROPOSED RIPRAP
INV=304.74 ®PROPOSED VEGETATED SOIL LIFTS DRAWN BY CI,RR
SD19-30"RCP
INV=304.78 W CURB INLET
SCALE 1=20
SD20-CB m YARD INLET DATE 1.23.2023
TOP=315.05 4 FLARED END
15"RCP(E)=308.60 0 DRAINAGE MANHOLE SHEET
15"RCP(
S)=308.60 0 SANITARY SEWER MANHOLE
30"RCP(W)=305.50
CONCRETE JUNCTION BOX LDGRAPHIC SCALE IMPACT MAP
TOP'3Ts.38 JUNCTION BOULEVARD D D
15"RCP(W)=309.23 ®c CEDAR z
SD22-CB ®CM CRAPE MYRTLE IMPACT MAP PLAN VIEW 1IDch=20ft.
TOP=325.67 ®o OAK
15"RCP(N)=315.58 ®P PINE
PRELIMINARY DRAWING-NOT RELEASED FOR CONSTRUCTION

1 1
NOTES: NOTES:
1. A FILTER BLANKET IS TO BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. 1. A FILTER BLANKET IS TO BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
THE FILTER BLANKET WILL CONSIST OF A MINIMUM 4"THICK LAYER OF STONE(NCDOT THE FILTER BLANKET WILL CONSIST OF A MINIMUM 4"THICK LAYER OF STONE(NCDOT
#57)UNDERLAIN WITH MIRAFI FILTER WEAVE 700 OR ENGINEER-APPROVED EQUIVALENT. 057)UNDERLAIN WITH MIRAFI FILTER WEAVE 700 OR ENGINEER-APPROVED EQUIVALENT.
2, WRAP BASIN TO CONFORM TO NATURAL STREAM CHANNEL. TOP OF RIPRAP IN FLOOR 2. WRAP BASIN TO CONFORM TO NATURAL STREAM CHANNEL. TOP OF RIPRAP IN FLOOR
OF BASIN SHOULD BE AT THE SAME ELEVATION OR LOWER THAN THE NATURAL OF BASIN SHOULD BE AT THE SAME ELEVATION OR LOWER THAN THE NATURAL MCADAMS
CHANNEL BOTTOM. CHANNEL BOTTOM.
The John R.McAdams Company,Inc.
PRECAST ENDWALL 2905 Meridian Parkway
WITH WINGWALLS PER
NCDOT STD.838.22 Durham,INC 27713
phone [phone]
fax [phone]
15"RCP PA PO
license number:C-0293,C-187
30"RCP io www.mcadamsco.com
D� AT 0 �a CLIENT
A 3N A /
p 3
36"CMP A. AO cM TOWN OF GARNER
L ———————— 900 7th AVENUE
GARNER,INC 27529
c
PHONE:[phone]
Qt1P —1
/ 40
GARNER
&
P AN VIEW
PLAN VIEW
I�I
ICI
DISSIPATOR POOL
LENGTH
Ls=23.0'
PRECAST ENDWALL DISSIPATOR POOL
WITH WINGWALLS PER LENGTH
36"CMP NCDOT STD.838.22 1,=18.0'
TY Q
Q .=2
a cn
1I1-1II IIIII-II1 1II 1=Irl=1l^I-I =1I1= �� I1-1I1=i QTMI -20 a W Z
Q CMP 30"RCP
III 11 1 III-I IF114TER 4' FILTR NBROT C' S I B�RIPRAP
III-1 I'EE NOTE ABOm�)-III 1 1 1 111=T I IIII III III - -I I-III-III _ `J
.III— —III III—III III III III—III NCDOT ICI S I'BI RI TRAP I Q_ IIIIIR
-III-I -IIIIII-III "FILTER B INKEI I-I �f-I 11-__I LLJ Z
SECTION A'-A' "1-1 1,111 II(SEE NO E"ABOVE)-III-III III III-III-III-1I I-I I-I I I-I I I-1I J (' Q J
1-1 1-1 1-1 1-1 1=1 =i 1=I = z a
POO
BO OM OF
DISSIPATOR L Q
LJ
TIE NCDOT CUSS'B RIPRAP O Z 7
INTO 30"RCP INVERT `
SECTION A'-A' O
J z
ZWUce
JUNCTION BOULEVARD JUNCTION BOULEVARD O a z
RIPRAP DISSIPATOR POOL DETAIL'A' RIPRAP DISSIPATOR POOL DETAIL'B' Clf Cr
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E
REVISIONS
E
N0 DATE
3
PLAN INFORMATION
PROJECT NO. TOG18030
S
FILENAME T0G18030-C1.06
CHECKED BY CMS
DRAWN BY C1
SCALE N.T.S.
DATE 2.1.2023
SHEET
E
STABILIZATION DETAILS
Cle06
PRELIMINARY DRAWING-NOT RELEASED FOR CONSTRUCTION

CONSTRUCTION SEQUENCE EROSION AND SEDIMENT CONTROL NOTES: DEMOLITION NOTES: STORM DRAINAGE NOTES DRAINAGE STRUCTURES: "
ENFORCEMENT NOTE I:FAILURE TO FOLLOW THIS CONSTRUCTION SEQUENCE MAY RESULT IN 1. CONTACT TOWN OF GARNER STORMWATER AND EROSION CONTROL INSPECTOR PRIOR TO INSTALLATION 1. THE CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES ON SITE PRIOR TO GRADES,ELEVATIONS AND LOCATIONS SHOWN ARE APPROXIMATE.AS DIRECTED BY THE ENGINEER,THEY MAYBE
ENFORCEMENT ACTIONSINCLUDING BUT NOT LIMITED TO CIVIL PENALTIES,I NJ UNCTIVE OF ANY S&EC MEASURES AND AGAIN ONCE INITIAL MEASURES ARE IN PLACE. DEMOLITION. 1. ALL CONCRETE SHALL MEET AMINIMUM 4000 PSI COMPRESSIVE STRENGTH. ADJUSTED TO ACCOMMODATE UNFORESEEN CONDITIONS.STATIONS,OFFSETS AND ELEVATIONS REFER TO THE
RELIEF,CRIMINAL PENALTIES,AND PERMIT REVOCATION.ADDITIONALLY,OFF-SITE CENTER OF THE DROP INLETS,MANHOLES AND JUNCTION BOXES,AND THE MIDPOINT OF THE LIP OR CATCH BASINS.
SEDIMENTATION MAY RESULT IN RESTORATION REQUIREMENTS. 2. CONSTRUCTION,MAINTENANCE,AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE 2. THE CONTRACTOR SHALL PERFORM DEMOLITION ACTIVITIES AS NOTED AND SHOWN ON THESE PLANS 2. THE INTERIOR SURFACES OF ALL STORM DRAINAGE STRUCTURES SHALL BE POINTED UP AND SMOOTHED TO CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW OF THE DESIGN AND DETAILING.
RESPONSIBILITY OF THE GRADING CONTRACTOR UNLESS OTHERWISE NOTED. AND SPECIFICATIONS AND AS DIRECTED BY THE OWNER. AN ACCEPTABLE STANDARD USING MORTAR MIXED TO MANUFACTURER'S SPECIFICATIONS.
ENFORCEMENT NOTE 2:IF EXCESSIVE SEDIMENT IS LEAVING THE SITE,A REVISED 3. ALL BACKFILL SHALL BE NON-PLASTIC IN NATURE,FREE FROM ROOTS,VEGETATION MATTER,WASTE
3. CONTRACTOR SHALL SEED AND STABILIZE ALL STEEP SLOPES GREATER THAN 3H:1V WITHIN 7DAYS 10 . IT WILL BE THE NTRA R' RESPONSIBILITYT BTAIN ANY PERMIT AND PAY FEE REQUIRED R SEDIMENTATION AND EROSION CONTROL PLAN MAYBE REQUIRED,WITH ADDITIONAL S&EC ( ) 3 CO CTO F00 S S BE
0 CONSTRUCTION ACTED BY ME OR HANICAR ERNS AND
SHALL
LMATERIAL.NO TENDENCY
DMATERIO FLOW SHALL BECAPABLE A UTILITIES:
MEASURES. DAYS FOR MODERATE SLOPES(3H:1V OR LESS)AND ACCORDING TO THE TEMPORARY EROSSIONCON ROLL SITHIN 14EEDING SCHEDULE ON THIS SHELENDAR DAYS ET.
ELSE WITH THE BID.OLITION AND HAUL-OFF FROM THE APPROPRIATE AUTHORITIES.THESE FEES ARE TO BE INCLUDED BEING
MANNER EUND UNDER THE BLOWS OR PROOF ROLLLINGENDENCV TO FLOW OR BEHAVE INA UTILITIES ARE ILLUSTRATED FOR INFORMATION PURPOSES ONLY.THE TOWN WILL NOT BE HELD RESPONSIBLE FOR
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS. MC ARAM S
4. FORA Y LAND DISTURBING ACTIVITY WHERE GRADING ACTIVITIES HAVE BEEN COMPLETED,TEMPORARY 4. THE CONTRACTOR SHALL PREPARE ALL DOCUMENTS AND ACQUIRE APPROPRIATE PERMITS AS REQUIRED 4. MATERIALS DEEMED BY THE OWNER'S REPRESENTATIVE AS UNSUITABLE FOR BACKFILL PURPOSES SHALL BE THE ACCURACY OF UTILITY LOCATIONS,SIZES,DEPTHS,OR FOR COMPLETENESS OF UTILITY INFORMATION.
2. OBTAI NAN APPROVED(STAMPED)S&EC PLAN AND KEEP ITON SITE EITHER IN THE OR PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION SHALL BE PROVIDED AS SOON AS PRIOR TO THE COMMENCEMENT OF DEMOLITION. REMOVED AND REPLACED WITH SUITABLE MATERIAL.
INSPECTION BOX,CONSTRUCTION OFFICE,OR WITH THE CONTRACTOR. PRACTICAL,BUT IN NO CASE LATER THAN SEVEN(7)DAYS AFTER COMPLETING THE WORK.STABILIZATION PRIOR TO CONSTRUCTION,THE CONTRACTOR SHALL NOTIFY ALL UTILITY OWNERS WHOSE FACILITIES WILL BE The John R.McAdams Company,Inc.
5. ALL EXISTING STRUCTURES THAT REMAIN WITHIN THE PROJECT AREA SHALL BE ADJUSTED TO FINISH GRADE. AFFECTED TO DETERMINE UTILITY LOCATIONS.THE CONTRACTOR SHALL PROTECT ALL UTILITIES FROM DAMAGE
IS THEOLONBES LARGRM E
EROSION CONTROL.TEMPORARY WHEN
SEEDINSPE NECESSARY RVQUIRED AS PAEVE RT OF SION
5. EACHTHE DEMOLITION DIS EMOLITION
OR RELO TO ATION. ONTRATORERAL SHALL COORDT 15 INATE
THE IDENTIFY OR OF 29Durham,NC Parkway
3. TOEGINNIND ANY
CONFERENCE CONFERENCE
SHOULD BE
CONTROL ONLN SEQUENCE
THE PLAN.
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE EACH ELEMENT OF DEMOLITION OR RELOCATION.CONTRACTOR SHALL COORDINATE WITH THE OWNER 6. NO STORAGE WITHIN
THER ROOT
PDUMPING ROTECTION
ONE,AND NO TRESPASSING
PARKING OF ALLOWED
WITH
SHALL BE CAUSED THIRD-PARTY
IENCECEATED BY WORK THE CONTRACTOROWN CTORS OR HAT OF HET OWN HARMLESS FOR Durham,NC 27713
TO BEGINNING ANV LAND-DISTURBING ACTIVITIES.THE CONFERENCE SHOULD BE CONSTRUCTION SEQUENCE ON THE PLAN. PRIOR TO WORK. ALLOWED WITHIN THE ROOT PROTECTION ZONE,AND NOTRESPASSING SHALL BE ALLOWED WITH THE ANY THIRD-PARTY INCONVENIENCE CREATED BY WORK OF HIS OWN FORCES OR THAT OF HIS AGENTS.
ATTENDED BY A REPRESENTATIVE OF THE TOWN OF GARNER,THE GENERAL BOUNDARY OF THE ROOT PROTECTION ZONE.
CONTRACTOR,ANY SUBCONTRACTORS,THE NCDEQ OFFICE AND THE ENGINEER. 5. NO DEBRIS SHALL BE TRACKED ONTO PUBLIC RIGHT OF WAY.IF THE SITUATION OCCURS WHERE MUD, 6. CONTRACTOR TO COMPLETELY DEMOLISH AND DISPOSE OF OFFSITE IN A LAWFUL MANNER EXISTING FOR UTILITY LOCATES CALL NORTH CAROLINA 811. phone [phone]
ROCKS AND DEBRIS IS TRACKED ONTO PAVEMENT,THE CONTRACTOR SHALL CLEAN THE PAVEMENT AND IMPROVEMENTS,INCLUDING FOUNDATIONS AND ALL APPURTENANCES LOCATED ON AND AROUND THE 7. CURED IN PLACE PIPE(CIPP)LINER SHALL BE INSTALLED PER SPECIFICATIONS LISTED IN THE PROJECT SPECIAL
4. INSTALL TREE PROTECTION FENCING IN AREAS SHOWN ON SHEET C1.03. INSTALL ADDITIONAL MEASURES TO PREVENT FUTURE OCCURRENCES. PROPERTY INCLUDING BUT NOT LIMITED TO SIGNS,CURBS,SIDEWALKS,ETC, PROVISIONS THE CONTRACTOR SHALL ADJUST ALL WATER VALVES,WATER METER BOXES,AND WATER VAULTS TO FINISHED fax [phone]
GRADE.WATER METERS LOCATED IN SIDEWALKS OR CONCRETE DRIVEWAYS SHALL BE INSTALLED WITHINCONCRETE license number:C-0293,C-187
S. ESTABLISH CONSTRUCTION ENTRANCE(SEE DETAIL ON SHEET CLOG)AND STAGING AREA. 6. THE EROSION CONTROL INSPECTOR MAY REQUIRE ADDITIONAL FIELD MEASURES AS NECESSARY TO 7. REMOVE AND DISPOSE OF ANY SIDEWALK,FENCES,STAIRS,WALLS,FOUNDATIONS,CONDUITS,LIGHT BOXES.
LIMIT TREE REMOVAL TO THE MINIMUM EXTENT POSSIBLE. PROVIDE ADEQUATE PROTECTION FROM RECEIVING WATER COURSES. POLE BASES,DEBRIS AND RUBBISH REQUIRING REMOVAL FROM THE WORK AREA IN AN APPROVED GAS LINES SHALL BE TEMPORARILY SUPPORTED DURING CONSTRUCTION.A REPRESENTATIVE OF THE GAS COMPANY
LANDFILL CONTRACTOR SHALL MAKE EVERY ATTEMPT TO RECYCLE ANY DEBRIS AND RUBBISH THAT IS www.mcadamsco.com
6. LIMITS OF DISTURBANCE ALONG WITH ADDITIONAL TREE PROTECTION AREAS SHALL BE 7. PROTECTION OF EXISTING VEGETATION:AT THE START OF GRADING INVOLVING THE START OF GRADING RECYCLABLE. MUST BEPRESENT JUST PRIOIR TO AND DURING CONSTRUCTION NEAR EXISTING GAS LINES.THE CONTRACTOR
MARKED BY SILT FENCE OR ORANGE TREE PROTECTION FENCE(SEE DETAIL ON SHEET INVOLVING THE STRIPPING OF TOPSOIL OR LOWERING OF EXISTING GRADE AROUND A TREE,ACLEAN, SHALL CONTACT THE GAS COMPANY AT LEAST TWO WEEKS PRIOR TO CONSTRUCTION.
C1.03). SHARP,VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIMEAS 8. THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING EACH UTILITY COMPANY TO DETERMINE CLIENT
OTH ER EROSION CONTROL MEASURES ARE INSTALLED.TH E TREE PROTECTION FE NCI NG SHALL BE HORIZONTAL AND VERTICAL LOCATIONS OF UTILITIES PRIOR TO COMMENCING WORK.
7. USE TH E AREA DESIGNATED ON TH E PLANS FOR ALL STAG ING ACTIVITIES RELATED TO INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY FROM TH E TREE TRU HE AND SHALL REMAIN IN EXISTING SANITARY SEWER AND WATER LINE: TOWN OF GARNER
THE PROJECT. PLACE UNTILALL CONSTRUCTION IN THE VICINITY OFTHE TREES IS COMPLETE.NO STORAGE OF 9. CONTRACTOR SHALL REMOVE,RELOCATE AND/OR INSTALL ALL EROSION AND SEDIMENT CONTROL
MATERIALS,FILL OR EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF DEVICES AND TREE PROTECTION PRIOR TO BEGINNING DEMOLITION WORK. THE CONTRACTOR SHALL USE CARE WHEN WORKING AROUND SANITARY SEWERS AND WATER LINES.SHOULD THE 9007th AVENUE
8. PARKALL CONSTRUCTION EQUIPMENT,INCLUDING TRUCKSAND HEAVY EQUIPMENT THE PROTECTED AREA.THIS SHALL BE POSTED ON THE TREE PROTECTION FENCE.
WITHIN THE LIMITS OF DISTURBANCE. 10. THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES.ANY DAMAGE TO CONTRACTOR DAMAGE EXIST I NG SEWER OR WATER LINES HE SHALL IMMEDIATELY REPLACE THE LINE AT HIS GARNER,INC 27529
B. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN SAFE OPEN ACCESS TO ALL PROPERTIES ALONG EXISTING UTILITIES THAT OCCURS DURING CONSTRUCTION SHALL BE REPAIRED BY THE CONTRACTOR AT EXPENSE WITH DUCTILE IRON PIPE.THE CONTRACTOR SHALL REPLACE SANITARY SEWER AND/OR WATERLINE WITH PHONE:[phone]
9. CONTRACTORTO UTILIZE TEMPORARY STREAM CROSSINGS FORACCESS. ADJACENT PROPERTIES DURING CONSTRUCTION PERIOD FOR IMPROVEMENTS. NO EXPENSE TO THE OWNER. A MINIMUM TEN FOOT SECTION OF DUCTILE IRON PIPE WHEN DRAINAGE PIPES COMES WITHIN TWO FEET OF SAID
LINES,VERTICALLY OR HORIZONTALLY.CONTRACTOR SHALL CONTACT CITY OF RALEIGH PUBLIC UTILITIES FOR ANY
10.INSTALL SILT FENCE FOR STAGING AND STOCKPILE AREAS(SEE DETAIL ON SHEET C1.03). 9. ANY STOCKPILE AREAS SHALL USE TWO(2)ROWS OF SILT FENCE. 11. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO AVOID UNNECESSARY DAMAGE TO EXISTING ROAD COORDINATION OF WORK INVOLVING WATER OR SANITARY SEWER ONSITE.
ANDPA
F CES.ANY DAMAGE DUE TO
CTION
ES
11.SILT FENCE WITH 6'SUPPORT SPACING OR WITH WIRE BACKING SHALL BE INSTALLED 10. IF CONCRETE WASHOUTS ARE UTILIZED,THESE AREAS ARE TO BE WITHIN THE LIMITS OF DISTURBANCE TRAFFCRSHALL SERREPAREDBY HE CONTRACTOR AT NO
PENSETOI THE OWNER.
RCONSTRUCTION GARNER
AROUND THE DOWNSLOPE PERIMETER OF ALL SOIL STOCKPILE AREAS. AND SHOULD BE LOCATED AT LEAST 50 FT.AWAY FROM STORM DRAIN I N LETS AND SURFACE WATER. TREES,SHRUBS,AND HEDGES: �r'l(dradl DGu tp%Se
12. ALL EXISTING ITEMS TO REMAIN WHICH ARE DAMAGED DURING CONSTRUCTION SHALL BE RESTORED TO
12.LARGE SPECIMEN TREES THAT HAVE BEEN FLAGGED SHOULD BE AVOIDEDTOTHE THEIR ORIGINAL CONDITION ATTHE SOLE EXPENSE OFTHECONTRACTOR.GREATEST EXTENT POSSIBLE. THE CONTRACTOR SHALL PROTECT ALL TREES AND SHRUBS OUTSIDE THECUT/FILL LINES,IN ADDITION TO THOSE
13. THE CONTRACTOR SHALL MAINTAIN ALL UTILITY SERVICESTOTHE ADJACENT BUILDINGSAND PROPERTIES THAT RECEIVE TREE/SHRUB PROTECTION BARRIERS.THE CONTRACTOR IS ALSO REQUESTED TO SAVE OTHER EXISTING
13.INSTALL WATER DIVERSION AND PUMP-AROUND(SEE DETAIL ON SHEET CLOG) THROUGHOUT CONSTRUCTION. TREES AND SHRUBS AS DIRECTED BY THE ENGINEER.WHEN ROOT PRUNING IS NECESSARY,CUT ROOTS CLEANLY
USING A DISC TRENCHER.USE PLYWOOD FORMS WHEN TREE ROOTS ARE ADJACENT TO PROPOSED CURB&GUTTER
14. ATTHE CONCLUSION OF GRADING AND CONSTRUCTION OR IF LAND-DISTURBING OR SIDEWALK.
ACTIVITY STOPPED FOR MORE THAN 21 CONSECUTIVE CALENDAR DAYS,PERMANENT //\
VEGETATIVE COVER SHALL BE INSTALLED.
15.COMPLETE ALL PLANTING. TRAFFIC CONTROL'
16.STABILIZE ALL DISTURBED AREAS.REMOVE STAGING AREA AND CONSTRUCTION TRAFFIC CONTROL SHALL BE IN ACCORDANCE WITH THE 2009 EDITION OF THE"FEDERAL MANUAL ON UNIFORM Q -
ENTRANCE. TRAFFIC CONTROL DEVICES",WITH REVISIONS MADE IN 2012 AND THE TRAFFIC CONTROL PLANS FOUND HEREIN. Q
17.REMOVE ALL EROSION CONTROL MEASURES AND CALL THE NCDEQ OFFICE FOR FINAL N
INSPECTION. CONSTRUCITON PHASING: VI
18.DEMOBILIZE ALL EQUIPMENT AND MATERIALS FROMSITE. THE CONTRACTOR SHALL PHASE THE CONSTRUCTION WORK TO PROVIDE LIMITED ACCESS To THE NEIGHBORING W z
DRIVEWAYS AT ALL TIMES.THE CONTRACTOR SHALL KEEP ALL EQUIPMENT AND TEMPORARY SPOIL AREAS WITHIN THE
TEMPORARY CONSTRUCTION EASEMENT OR RIGHT OF WAY WITHIN EACH IDENTIFIED PHASE. Q
THE CONTRACTOR SHALL SUBMIT A PEDESTRIAN ACCESS PLAN FOR EACH PHASE OF THE SITE CONSTRUCTION. W (^ z
v
THE CONTRACTOR SHALL COMPLETE EACH PHASE PRIOR TO BEGINNING WORK ON THE SUBSEQUENT PHASE SUCH J 0
THAT THE AREA PREVIOUSLY DISTURBED CAN BE USED BY THE SURROUNDING PROPERTY OWNERS. Z CC' =
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SEEDING AND MULCHING: (East) SEEDING AND MULCHING: (East)
The kinds of seed and fertilizer,avd the rates of a 1'ca[ion of seed,fertilizer,avd limestone,shall be as 050995
p,t On cut end fill slopes 2:1 or steeper Centipede shell be applied et the rate of 5 pounds per acre and add
stated below.During periods of overlapping dates,fie kind of seed to be used shall be determined.All 20q of Sericea Lespedeza from January I-December 31. '�n9 G I NEF'�
rates are in pounds per acre.
Fertilizer shall be 10-20.20 analysis.A different analysis of fertilizer may be used provided the I-2-2 N M
All Roadway Areas ratio is maintained and the rate of application adjusted to provide the same amount of plant food as a 10- r sn
20-20 analysis and as directed.
March I-August 31 September 1-February 28
50# Tall Fescue 50# Tall Fescue 'rEMPORARV SEEDING:
10# Centipede 10# Centipede
25# Bermudagrass(hulled) 35# Bermudagress(unbolted) Fertilizer shall be the same analysis as specified for Seeding and Mu/drag and applied at the rate of400
500# Ferilizer 500# Fertilizer pounds and seeded at the rate of 50 pounds per acre.Sweet Sudan Grass,German Millet or Browntop
4000# Limestone 4000# Limestone Millet shall be used in summer months and By,Grain during the remainder of the year.The Engineer
will determine the exact dates for using each kind of seed.
Waste and Bonow Locatiom
FERTILIZER TOPEN ESSING:
March I-August 31 September I-February 28
75# Tall Fescue 75# Tall Fescue Fertilizer used for topdressing on all roadway areas except slopes 2:1 and steeper shall be 10-20-20
25# Bemmdagrass(hulled) 35# Bermudagrass(unhulled) grade and shall be applied at the rate of 500 pounds per acre.A different analysis of fertilizer may be REVISIONS
E500# Fertilizer 500# Fertilizer used provided the 1-2-2 ratio is maintained and the rate of application adjusted to provide the same
3 4000# Limestone 4000# Limestone amount ofplant food as 10-20-20 analysis and as directed.
f
T New 50#of Bahi,gm,maybe substituted foreither Centipede or Bennudagrass only upon Engineer's Fertilizer used for topdressing on slopes 2:1 end steeper and waste and bomew areas shall be 16-8-8
request grade and shall be applied at the rate of 500 pounds per acre.A different analysis of fertilizer may be
used provided the 2.1.1 ratio is maintained and the rate of application adjusted to provide the same
Approved Tall Fescue Culfivara amount of plant food as 16-8-8 analysis and as directed.
2'Millennium Duster Magellan RenditionZZ SUPPLEMENTAL SEEDING:
Avenger Endeavor Masterpiece Scorpion
m Banks. Escalade Matador Shelby The kinds of seed and proportions shall be the same as specified for Seeding and Mulching,with the
c Barlexas 11 Falcov II,ID,IV&V Matador GT Sigma exception that no centipede seed will be used in the seed mix for supplemental seeding. The rate of
Barren Fidelity Millennium sit-.- application for supplemental seeding may vary from 25#to 75#per acre.The actual rate per acre will PLAN INFORMATION
Bamngum Finesse 11 Montauk Southern Choice 11 be determined prior to the time of topdressing and the Contractor will be notified in writing of the rate
GBiltmma Firebad Mustang 3 Stetson per acre,total quantity needed,end areas on which to apply the supplemental seed. Minimum tillage
Bingo Focus Olympic Gold Tarheel equipment,consisting of a sod seeder shall be used for incorporating seed into the soil as to prevent PROJECT NO. TOG-18030
Bravo Grande II Padre Titan Ltd disturbance of existing vegetation. A clodbuster(ball and chain)may be used where degree of slope
Cayenne Greenkeeper Pamiso Titanium prevents the use of a sod seeder. FILENAME TOG18030-C1.00
Chapel Hill Greystem, Picasso Tomahawk
Chesapeake Inherent, Piedmont TacCrc MOWING: CHECKED BY CMS
Constitution Justice Pare cold Tmoper DRAWN BY CJ
Chipper Jaguar3 Prospect Turbo The minimum mowing heigh(on this project shall be 4 inches.
Coronado Kalahari Quest Ultimare SCALE NTS
m Coyote Kentucky 31 Rebel Exeda Watchdog
E Davinci Kitty Hawk Rebel Sentry Wolfpack DATE 11.18.2022
Dynasty Kitty Hawk 2000 Regiment 11
Dominion Lexington Rembnndt SHEET
A pendu,C I RegionsI Seed Mixes that Provide StabilizationofGndedArea, Append1;C Regional Seed Mixes that Provide Stabilleation.1GradedAreas PROJECT NOTES
E&SCMarmal January,015 E85[Manual January 2015
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'5�. FINAL DRAWING-RELEASED FOR CONSTRUCTION

Jurisdictional Determination

U.S. Army Corps of Engineers OMB Control#:0710-xxxx,Exp:Pending
WETLAND DETERMINATION DATA SHEET—Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT.
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority:AR 335-15,paragraph 5-2a)
Project/Site: Junction Boulevard Culvert Replacements City/County: Garner/Wake Sampling Date: 9/1/2022
Applicant/Owner: Town of Garner State: NC Sampling Point: DP1 -up
Investigator(s): Jennifer Burdette-NRC Section,Township, Range: N/A
Landform(hillside,terrace,etc.): ridge Local relief(concave,convex,none): convex Slope(%): 0-2
Subregion(LRR or MLRA): LRR P, MLRA 136 Lat: 35.726916 Long:-78.657238 Datum: NAD83
Soil Map Unit Name: ChA-Chewacla and Wehadkee soils,0 to 2 percent slopes,frequently flooded NWI classification: PF01B
Are climatic/hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are"Normal Circumstances"present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed,explain any answers in Remarks.)
SUMMARY OF FINDINGS—Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No Is the Sampled Area
Hydric Soil Present? Yes No X within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators(minimum of two required)
Primary Indicators(minimum of one is required;check all that apply) _Surface Soil Cracks(136)
—Surface Water(Al) _True Aquatic Plants(1314) —Sparsely Vegetated Concave Surface(138)
_High Water Table(A2) —Hydrogen Sulfide Odor(Cl) —Drainage Patterns(1310)
_Saturation(A3) _Oxidized Rhizospheres on Living Roots(C3) _Moss Trim Lines(1316)
—Water Marks(B1) —Presence of Reduced Iron(C4) _Dry-Season Water Table(C2)
_Sediment Deposits(62) _Recent Iron Reduction in Tilled Soils(C6) _Crayfish Burrows(C8)
_Drift Deposits(133) _Thin Muck Surface(C7) —Saturation Visible on Aerial Imagery(C9)
—Algal Mat or Crust(64) —Other(Explain in Remarks) —Stunted or Stressed Plants(D1)
_Iron Deposits(135) _Geomorphic Position(D2)
_Inundation Visible on Aerial Imagery(137) —Shallow Aquitard(D3)
—Water-Stained Leaves(139) _Microtopographic Relief(D4)
Aquatic Fauna(613) FAC-Neutral Test(D5)
Field Observations:
Surface Water Present? Yes No X Depth(inches):
Water Table Present? Yes No X Depth(inches):
Saturation Present? Yes No X Depth(inches): Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data(stream gauge, monitoring well,aerial photos, previous inspections),if available:
Remarks:
ENG FORM 6116-4-SG,JUL 2018 Eastern Mountains and Piedmont—Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: DP1 -up
Absolute Dominant Indicator
Tree Stratum (Plot size: 30' ) %Cover Species? Status Dominance Test worksheet:
1. Liriodendron tulipifera 60 Yes FACU Number of Dominant Species
2. Liquidambar styraciflua 40 Yes FAC That Are OBL, FACW,or FAC: 3 (A)
3. Total Number of Dominant
4. Species Across All Strata: 5 (B)
5. Percent of Dominant Species
6. That Are OBL, FACW,or FAC: 60.0% (A/B)
7. Prevalence Index worksheet:
100 =Total Cover Total%Cover of: Multiply by:
50%of total cover: 50 20%of total cover: 20 OBL species x 1 =
Sapling/Shrub Stratum (Plot size: 15' ) FACW species x 2=
1. Acer rubrum 20 Yes FAC FAC species x 3=
2. Ilex opaca 5 Yes FACU FACU species x 4=
3. UPL species x 5=
4. Column Totals: (A) (B)
5. Prevalence Index =B/A=
6. Hydrophytic Vegetation Indicators:
7. _1 -Rapid Test for Hydrophytic Vegetation
8. X 2-Dominance Test is>50%
9. _3-Prevalence Index is:53.0'
25 =Total Cover 4-Morphological Adaptations'(Provide supporting
50%of total cover: 13 20%of total cover: 5 data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5' ) -Problematic Hydrophytic Vegetation' (Explain)
1. Smilax rotundifolia 15 No FAC 'Indicators of hydric soil and wetland hydrology must be
2. Woodwardia areolata 80 Yes FACW present, unless disturbed or problematic.
3. Liquidambar styraciflua 5 No FAC Definitions of Four Vegetation Strata:
4. Tree-Woody plants,excluding vines, 3 in. (7.6 cm)or
5. more in diameter at breast height(DBH), regardless of
6 height.
7• Sapling/Shrub-Woody plants,excluding vines, less
8. than 3 in. DBH and greater than or equal to 3.28 ft
9 (1 m)tall.
10. Herb-All herbaceous(non-woody)plants, regardless
11. of size,and woody plants less than 3.28 ft tall.
100 =Total Cover Woody Vine-All woody vines greater than 3.28 ft in
50%of total cover: 50 20%of total cover: 20 height.
Woody Vine Stratum (Plot size: 15' )
1.
2.
3.
4.
5.
Hydrophytic
=Total Cover Vegetation
50%of total cover: 20%of total cover: Present? Yes X No
Remarks:(Include photo numbers here or on a separate sheet.)
ENG FORM 6116-4-SG,JUL 2018 Eastern Mountains and Piedmont-Version 2.0

SOIL Sampling Point: DP1 -up
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color(moist) % Color(moist) % Types LoC2 Texture Remarks
0-16 7.5YR 4/6 100 Loamy/Clayey Sandy loam
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: Indicators for Problematic Hydric Soils3:
_Histosol(Al) _Polyvalue Below Surface(S8)(MLRA 147,148) _2 cm Muck(A10)(MLRA 147)
Histic Epipedon(A2) _Thin Dark Surface(S9)(MLRA 147, 148) _Coast Prairie Redox(A16)
—Black Histic(A3) —Loamy Mucky Mineral(F1)(MLRA 136) (MLRA 147,148)
—Hydrogen Sulfide(A4) _Loamy Gleyed Matrix(F2) —Piedmont Floodplain Soils(F19)
—Stratified Layers(A5) _Depleted Matrix(F3) (MLRA 136,147)
_2 cm Muck(A10)(LRR N) _Redox Dark Surface(F6) —Red Parent Material(F21)
_Depleted Below Dark Surface(A11) —Depleted Dark Surface(F7) (outside MLRA 127, 147,148)
_Thick Dark Surface(Al2) _Redox Depressions(F8) _Very Shallow Dark Surface(F22)
_Sandy Mucky Mineral(S1) _Iron-Manganese Masses(F12)(LRR N, _Other(Explain in Remarks)
_Sandy Gleyed Matrix(S4) MLRA 136)
—Sandy Redox(S5) _Umbric Surface(F13)(MLRA 122, 136) 3Indicators of hydrophytic vegetation and
—Stripped Matrix(S6) —Piedmont Floodplain Soils(F19)(MLRA 148) wetland hydrology must be present,
Dark Surface(S7) Red Parent Material(F21)(MLRA 127, 147, 148) unless disturbed or problematic.
Restrictive Layer(if observed):
Type:
Depth(inches): Hydric Soil Present? Yes No X
Remarks:
ENG FORM 6116-4-SG,JUL 2018 Eastern Mountains and Piedmont—Version 2.0

Natural Resource Consultants
Appendix A-Supporting Photographs
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Photo 1. DP1—Upland data form location (9/1/2022)
308 W Millbrook Road,Ste D#200,Raleigh,NC 27609 1 of 1

U.S. Army Corps of Engineers OMB Control#:0710-xxxx,Exp:Pending
WETLAND DETERMINATION DATA SHEET—Eastern Mountains and Piedmont Region Requirement Control Symbol EXEMPT.
See ERDC/EL TR-07-24; the proponent agency is CECW-CO-R (Authority:AR 335-15,paragraph 5-2a)
Project/Site: Junction Boulevard Culvert Replacements City/County: Garner/Wake Sampling Date: 9/1/2022
Applicant/Owner: Town of Garner State: NC Sampling Point: DP2-up
Investigator(s): Jennifer Burdette-NRC Section,Township, Range: N/A
Landform(hillside,terrace,etc.): draw Local relief(concave,convex,none): concave Slope(%): 0-2
Subregion(LRR or MLRA): LRR P, MLRA 136 Lat: 35.726916 Long:-78.657238 Datum: NAD83
Soil Map Unit Name: ChA-Chewacla and Wehadkee soils,0 to 2 percent slopes,frequently flooded NWI classification: N/A
Are climatic/hydrologic conditions on the site typical for this time of year? Yes X No (If no,explain in Remarks.)
Are Vegetation Soil or Hydrology significantly disturbed? Are"Normal Circumstances"present? Yes X No
Are Vegetation Soil or Hydrology naturally problematic? (If needed,explain any answers in Remarks.)
SUMMARY OF FINDINGS—Attach site map showing sampling point locations, transects, important features, etc.
Hydrophytic Vegetation Present? Yes X No X Is the Sampled Area
Hydric Soil Present? Yes X No within a Wetland? Yes No X
Wetland Hydrology Present? Yes No X
Remarks:
HYDROLOGY
Wetland Hydrology Indicators: Secondary Indicators(minimum of two required)
Primary Indicators(minimum of one is required;check all that apply) _Surface Soil Cracks(136)
—Surface Water(Al) _True Aquatic Plants(1314) —Sparsely Vegetated Concave Surface(138)
_High Water Table(A2) —Hydrogen Sulfide Odor(Cl) —Drainage Patterns(1310)
_Saturation(A3) _Oxidized Rhizospheres on Living Roots(C3) _Moss Trim Lines(1316)
—Water Marks(B1) —Presence of Reduced Iron(C4) _Dry-Season Water Table(C2)
_Sediment Deposits(62) _Recent Iron Reduction in Tilled Soils(C6) _Crayfish Burrows(C8)
_Drift Deposits(133) _Thin Muck Surface(C7) —Saturation Visible on Aerial Imagery(C9)
—Algal Mat or Crust(64) —Other(Explain in Remarks) —Stunted or Stressed Plants(D1)
_Iron Deposits(135) _Geomorphic Position(D2)
_Inundation Visible on Aerial Imagery(137) —Shallow Aquitard(D3)
—Water-Stained Leaves(139) _Microtopographic Relief(D4)
Aquatic Fauna(613) FAC-Neutral Test(D5)
Field Observations:
Surface Water Present? Yes No X Depth(inches):
Water Table Present? Yes No X Depth(inches):
Saturation Present? Yes No X Depth(inches): Wetland Hydrology Present? Yes No X
(includes capillary fringe)
Describe Recorded Data(stream gauge, monitoring well,aerial photos, previous inspections),if available:
Remarks:
ENG FORM 6116-4-SG,JUL 2018 Eastern Mountains and Piedmont—Version 2.0

VEGETATION (Four Strata) - Use scientific names of plants. Sampling Point: DP2-up
Absolute Dominant Indicator
Tree Stratum (Plot size: 30' ) %Cover Species? Status Dominance Test worksheet:
1. Liriodendron tulipifera 90 Yes FACU Number of Dominant Species
2. Liquidambar styraciflua 10 No FAC That Are OBL, FACW,or FAC: 2 (A)
3. Acer rubrum 10 No FAC Total Number of Dominant
4. Species Across All Strata: 5 (B)
5. Percent of Dominant Species
6. That Are OBL, FACW,or FAC: 40.0% (A/B)
7. Prevalence Index worksheet:
110 =Total Cover Total%Cover of: Multiply by:
50%of total cover: 55 20%of total cover: 22 OBL species 0 x 1 = 0
Sapling/Shrub Stratum (Plot size: 15' ) FACW species 0 x 2= 0
1. Acer rubrum 15 Yes FAC FAC species 115 x 3= 345
2. Ligustrum sinense 30 Yes FACU FACU species 165 x 4= 660
3. Fagus grandifolia 10 No FACU UPL species 0 x 5= 0
4. Column Totals: 280 (A) 1005 (B)
5. Prevalence Index =B/A= 3.59
6. Hydrophytic Vegetation Indicators:
7. _1 -Rapid Test for Hydrophytic Vegetation
8. _2-Dominance Test is>50%
9. _3-Prevalence Index is:53.0'
55 =Total Cover 4-Morphological Adaptations'(Provide supporting
50%of total cover: 28 20%of total cover: 11 data in Remarks or on a separate sheet)
Herb Stratum (Plot size: 5' ) -Problematic Hydrophytic Vegetation' (Explain)
1. Microstegium vimineum 70 Yes FAC 'Indicators of hydric soil and wetland hydrology must be
2. Acer rubrum 10 No FAC present, unless disturbed or problematic.
3. Fragaria virginiana 5 No FACU Definitions of Four Vegetation Strata:
4. Ligustrum sinense 30 Yes FACU Tree-Woody plants,excluding vines, 3 in. (7.6 cm)or
5. more in diameter at breast height(DBH), regardless of
6 height.
7• Sapling/Shrub-Woody plants,excluding vines, less
8. than 3 in. DBH and greater than or equal to 3.28 ft
9 (1 m)tall.
10. Herb-All herbaceous(non-woody)plants, regardless
11. of size,and woody plants less than 3.28 ft tall.
115 =Total Cover Woody Vine-All woody vines greater than 3.28 ft in
50%of total cover: 58 20%of total cover: 23 height.
Woody Vine Stratum (Plot size: 15' )
1.
2.
3.
4.
5.
Hydrophytic
=Total Cover Vegetation
50%of total cover: 20%of total cover: Present? Yes No X
Remarks:(Include photo numbers here or on a separate sheet.)
ENG FORM 6116-4-SG,JUL 2018 Eastern Mountains and Piedmont-Version 2.0

SOIL Sampling Point: DP2-up
Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.)
Depth Matrix Redox Features
(inches) Color(moist) % Color(moist) % Types LoC2 Texture Remarks
0-6 10YR 3/6 100 Loamy/Clayey Sandy loam
6-16 10YR 7/8 50 10YR 5/8 50 Sandy Sandy loam
Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains. 2Location: PL=Pore Lining, M=Matrix.
Hydric Soil Indicators: Indicators for Problematic Hydric Soils3:
_Histosol(Al) _Polyvalue Below Surface(S8)(MLRA 147,148) _2 cm Muck(A10)(MLRA 147)
Histic Epipedon(A2) _Thin Dark Surface(S9)(MLRA 147, 148) _Coast Prairie Redox(A16)
—Black Histic(A3) —Loamy Mucky Mineral(F1)(MLRA 136) (MLRA 147,148)
—Hydrogen Sulfide(A4) _Loamy Gleyed Matrix(F2) —Piedmont Floodplain Soils(F19)
—Stratified Layers(A5) _Depleted Matrix(F3) (MLRA 136,147)
_2 cm Muck(A10)(LRR N) _Redox Dark Surface(F6) —Red Parent Material(F21)
_Depleted Below Dark Surface(A11) —Depleted Dark Surface(F7) (outside MLRA 127, 147,148)
_Thick Dark Surface(Al2) _Redox Depressions(F8) _Very Shallow Dark Surface(F22)
_Sandy Mucky Mineral(S1) _Iron-Manganese Masses(F12)(LRR N, _Other(Explain in Remarks)
_Sandy Gleyed Matrix(S4) MLRA 136)
—Sandy Redox(S5) _Umbric Surface(F13)(MLRA 122, 136) 3Indicators of hydrophytic vegetation and
—Stripped Matrix(S6) —Piedmont Floodplain Soils(F19)(MLRA 148) wetland hydrology must be present,
Dark Surface(S7) Red Parent Material(F21)(MLRA 127, 147, 148) unless disturbed or problematic.
Restrictive Layer(if observed):
Type:
Depth(inches): Hydric Soil Present? Yes No X
Remarks:
ENG FORM 6116-4-SG,JUL 2018 Eastern Mountains and Piedmont—Version 2.0

Natural Resource Consultants
Appendix A-Supporting Photographs
3769 Junction Blvd, Raleigh, NC 27603, USA
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e
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e .• Y^ 1 ' 1 1 0
Photo 1. DP2—Upland data form location (9/1/2022)
308 W Millbrook Road,Ste D#200,Raleigh,NC 27609 1 of 1

Protected Species

Jennifer Burdette
From: Jennifer Burdette
Sent: Wednesday, October 5, 2022 4:25 PM
To: Raleigh, FW4
Cc: Chris Stanley;Alec Pierzga
Subject: Garner Junction Blvd Self Certification Letter&Assessment
Attachments: 22005-Junction-USFWS T&E Request Pkg_Optimized.pdf
Attached,thanks.
Jennifer Burdette
Natural Resource Consultants
New Address:
308 W Millbrook Rd,Ste D#200, Raleigh, NC 27609
[e-mail]—919.422.3605
Natural Resource
Consultants
1

QPQ�MENTOFTye' FLM& 'CH
LMLOM
United States Department of the Interior
FISH AND WILDLIFE SERVICE
�4RCH 3.,aA
Raleigh Field Office
P.O. Box 33726
Raleigh, NC 27636-3726
Date: 10/5/2022
Self-Certification Letter
Project Name Junction Boulevard Culvert Replacements
Dear Applicant:
Thank you for using the U.S. Fish and Wildlife Service(Service)Raleigh Ecological
Services online project review process. By printing this letter in conjunction with your
project review package,you are certifying that you have completed the online project
review process for the project named above in accordance with all instructions
provided,using the best available information to reach your conclusions. This letter,
and the enclosed project review package, completes the review of your project in
accordance with the Endangered Species Act of 1973 (16 U.S.C. 1531-1544, 87 Stat.
884), as amended(ESA), and the Bald and Golden Eagle Protection Act(16 U.S.C.
668-668c, 54 Stat. 250), as amended(Eagle Act). This letter also provides
information for your project review under the National Environmental Policy Act of
1969 (P.L. 91-190,42 U.S.C. 4321-4347, 83 Stat. 852), as amended. A copy of this
letter and the project review package must be submitted to this office for this
certification to be valid. This letter and the project review package will be maintained
in our records.
The species conclusions table in the enclosed project review package summarizes
your ESA and Eagle Act conclusions. Based on your analysis,mark all the
determinations that apply:
"no effect"determinations for proposed/listed species and/or
❑✓ proposed/designated critical habitat; and/or
❑� "may affect,not likely to adversely affect"determinations for proposed/listed
species and/or proposed/designated critical habitat; and/or
❑� "may affect, likely to adversely affect'determination for the Northern long-
eared bat(Myotis septentrionalis) and relying on the findings of the January 5,
2016, Programmatic Biological Opinion for the Final 4(d)Rule on the
Northern long-eared bat;
❑� "no Eagle Act permit required"determinations for eagles.

Applicant Page 2
We certify that use of the online project review process in strict accordance with the
instructions provided as documented in the enclosed project review package results in
reaching the appropriate determinations. Therefore, we concur with the"no effect"or
"not likely to adversely affect"determinations for proposed and listed species and
proposed and designated critical habitat; the"may affect"determination for Northern
long-eared bat; and/or the"no Eagle Act permit required"determinations for eagles.
Additional coordination with this office is not needed. Candidate species are not
legally protected pursuant to the ESA. However,the Service encourages consideration
of these species by avoiding adverse impacts to them. Please contact this office for
additional coordination if your project action area contains candidate species.
Should project plans change or if additional information on the distribution of
proposed or listed species,proposed or designated critical habitat, or bald eagles
becomes available,this determination may be reconsidered. This certification letter is
valid for 1 year. Information about the online project review process including
instructions, species information, and other information regarding project reviews
within North Carolina is available at our website http://www.fws.gov. If you have any
questions,you can write to us at [e-mail] or please contact Leigh Mann of
this office at 919-856-4520, ext. 10.
Sincerely,
/s/Pete Benjamin
Pete Benjamin
Field Supervisor
Raleigh Ecological Services
Enclosures -project review package

Species Conclusions Table
Project Name: Junction Boulevard Culvert Replacements
Date: 10/5/2022
Species /Resource Name Conclusion ESA Section 71 Eagle Notes / Documentation
Act Determination
Red-cockaded woodpecker No suitable habitat present No effect Project area is located outside RCW Section 7 consultation area
(Picoides borealis)
Neuse River Waterdog No suitable habitat present May affect, not likely to Habitat assessment indicates no suitable habitat present/distance
(Necturus lewisi) adversely affect from and lack of connection to known populations
Carolina Madtom (Noturus No suitable habitat present May affect, not likely to Habitat assessment indicates no suitable habitat present/distance
furiosus) adversely affect from and lack of connection to known populations
Atlantic Pigtoe (Fusconaia No suitable habitat present May affect, not likely to Habitat assessment indicates no suitable habitat present/distance
masoni) adversely affect from and lack of connection to known populations
Dwarf Wedgemussel No suitable habitat present May affect, not likely to Habitat assessment indicates no suitable habitat present/distance
Alasmidonta heterodon adversely affect from and lack of connection to known populations
Yellow Lance No suitable habitat present May affect, not likely to Habitat assessment indicates no suitable habitat present/distance
(Elliptio lanceolata) adversely affect from known populations
Michaux's sumac Suitable habitat present, May affect, not likely to September 1, 2022 survey by NRC staff indicates absence
(Rhus michauxii) species not present adversely affect
Critical habitat No critical habitat present No effect
Bald Eagle Unlikely to disturb nesting No Eagle Act permit No known nests within one mile of project area
bald eagles required
Northern Long-eared Bat Suitable habitat present May affect, not likely to Relying upon findings of 1/5/2016 Programmatic Biological
adversely affect Opinion for Final 4(d) Rule on the Northern Long-Eared Bat and
Activities Excepted from Take Prohibitions to fulfill project-specific
section 7 responsibilities
Acknowledgement: I agree that the above information about my proposed project is true. I used all of the provided resources to make an
informed decision about impacts in the immediate and surrounding areas.
r � 10/5/2022
Signature/Title Date

Draft USACE Email for USFWS Consultation
This email serves as the USACE (1) notification for the NLEB, and (2) consultation request for other
species (Situation 2).
1) Detailed project description: This verification authorizes the use of Nationwide Permit 3 to impact
196 linear feet of perennial stream for the purpose of culvert rehabilitation on two Junction Boulevard
stream crossings. Specifically, this verification authorizes the placement of 110 linear feet(0.048 acre)
of riprap for stream stabilization (Impacts S1,S3, S5, and S7).An additional 86 linear feet(0.045 acre)
would be temporarily disturbed during construction for culvert rehabilitation (Impacts S2, S4, S6&S8).A
stream pump-around or similar measure shall be employed to protect downstream resources.
2) Project latitude and longitude (center of site) in decimal degrees: 35.726953, -78.657431
3) Estimate of tree clearing in the USACE action area in either acreage or number of trees cleared:
Approximately 20 trees will be cleared.
Coordination and consultation concerning: Northern long-eared bat (NLEB) (Myotis septentrionalis),
Red-cockaded woodpecker(Picoides borealis), Neuse River waterdog(Necturus lewisi), Carolina madtom
(Noturus furiosus),Atlantic pigtoe (Fusconaia masoni), Dwarf wedgemussel (Alasmidonta heterodon),
Yellow lance (Elliptio lanceolate), Michaux's sumac(Rhus michauxii), and the Bald Eagle (Haliaeetus
leucocephalus).There are no critical habitats in this location.
The applicant provided the following text:A protected species assessment was submitted to the Raleigh
Office of the USFWS for the project on October 5, 2022.The submittals included official species lists
generated by the USFWS IPaC website and a NCNHP report for the project areas.The self-certification
letters, species conclusion tables, and email submittals are attached. No response to the assessment has
been received.
For the NLEB-this project qualifies for Situation 2—
- i.e.,the action area is located outside of a red HUC and there is no pile driving, blasting, or other
percussive activities.
USACE Rationale and Determination:The USACE conducted a GIS review of the project and surrounding
areas and also reviewed the most current maps of confirmed/known hibernation and maternity(tree)
sites for the NLEB at http://www.fws.gov/raleigh/NLEB_RFO.html and via ArcView GIS and has
determined that the action area for this project is located outside of the highlighted areas/red 12-digit
HUCs and activities in the action area do not require prohibited incidental take; as such,this project
meets the criteria for the 4(d) rule and any associated take is exempted/excepted.
U.S. Fish and Wildlife Service (Service) Concurrence for the NLEB:This notice is being sent to the Service
in accordance with the surrogate consultation procedure/SLOPES that was established between the
Service's Asheville and Raleigh Ecological Offices and the USACE, Wilmington District,for the NLEB.This
project does not require prohibited intentional take of the NLEB and meets the criteria for the 4(d) rule;
therefore, any associated take is exempt, and it is not necessary for the USACE to wait 30 days for the
Service to object or concur.

USACE determination for other species and/or critical habitat under consultation, informed by
consultant reporting-- OTHER SPECIES.AFFECT DETERMINATION for the following reasons:
Red-cockaded woodpecker—No Effect—According to Appendix A of the RCW SLOPES Manual—North
Carolina, the project area is not within the RCW Section 7 consultation area.
Neuse River waterdog—May Affect, Not Likely to Adversely Affect—The applicant submitted a habitat
assessment to USFWS on October 5, 2022, documenting no suitable habitat present due to distance
from and lack of connection to known populations.
Carolina madtom—May Affect, Not Likely to Adversely Affect-The applicant submitted a habitat
assessment to USFWS on October 5, 2022, documenting no suitable habitat present due to distance
from and lack of connection to known populations.
Atlantic pigtoe—May Affect, Not Likely to Adversely Affect—The applicant submitted a habitat
assessment to USFWS on October 5, 2022, documenting no suitable habitat present due to distance
from and lack of connection to known populations.
Dwarf wedgemussel—May Affect, Not Likely to Adversely Affect-The applicant submitted a habitat
assessment to USFWS on October 5, 2022, documenting no suitable habitat present due to distance
from and lack of connection to known populations..
Yellow lance—May Affect, Not Likely to Adversely Affect—The applicant submitted a habitat assessment
to USFWS on October 5, 2022, documenting no suitable habitat present due to distance from and lack of
connection to known populations.
Michaux's sumac—May Affect, Not Likely to Adversely Affect—The applicant completed a field survey
on September 1, 2022, during the optimal survey window and did not observe Michaux's sumac.
Bald eagle—No Eagle Act Permit Required—There are no known nests within one mile of the project
area.
Also, USACE is not aware of any other issues concerning listed species and/or critical habitat and has
determined that the project would have no effect on any other species and/or critical habitat. Please let
us know if you have information to the contrary and/or if you need additional information.