20240432 Ver 1_Crabtree Ck Lassiter Greenway PCN Ltr + Attachments_Optimized_20240319

ArNatural Resource Consultants
March 19, 2024
U.S. Army Corps of Engineers NC Division of Water Resources
Raleigh Regulatory Field Office 401 & Buffer Permitting Branch
via online PCN Submittal via online PCN Submittal
RE: Nationwide Permit 13/Water Quality Certification 4245
Crabtree Creek Trail Improvements at Lassiter Mill Road
USACE Project ID: SAW-2019-02165
Raleigh, Wake County, North Carolina
NRC Project #: 21048
To Whom It May Concern:
On behalf of the City of Raleigh, we are applying for a Nationwide Permit 13 from the US Army Corps of
Engineers (USACE) and Water Quality Certification 4245 and Buffer Authorization from the NC Division
of Water Resources (DWR) for proposed impacts to jurisdictional waters and riparian buffers associated
with the project known as Crabtree Creek Trail Improvements at Lassiter Mill Road. The proposed
project intends to construct an improved trail connection between Lassiter Mill Road and the existing
Crabtree Creek Greenway Trail, which requires streambank stabilization along Crabtree Creek located in
Raleigh, Wake County, North Carolina.
The USACE issued a Preliminary Jurisdictional Determination for the subject project on November 7,
2019, under SAW-2019-02165. The NC DWR issued an On -site Determination for Applicability to the
Neuse Buffer Rules under project number 24-068. This new project has not been assigned a DWR Project
number.
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
cc: David Bender, City of Raleigh ([e-mail])
Graham Bruns, McAdams ([e-mail])
308 W Millbrook Road, Ste D #200, Raleigh, NC 27609 919.422.3605

8riNatural Resource Consultants
Crabtree Creek Trail Improvements at Lassiter Mill Road Permit Application
List of Attachments
Agent Authorization Form
Figures
Impact Maps & Construction Details
Appendix A Supporting Photographs
USACE Preliminary Jurisdictional Determination & DWR Buffer Determination
Protected Species
Cultural Resources

Agent Authorization Form

XNatural Resource
Consultants
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Property Owner
FIELDS WITH * ARE REQUIRED
Project Area PIN(s):
1705366142, 1705263467, 1705357983, 1705363381, 1705359949 & 1705454589
Name:
City of Raleigh; POC: David Bender
Address:
PO Box 590, Raleigh, NC 27602
Phone:
919-996-4798
Email:
[e-mail]
Project Name:
Crabtree Creek Trail Improvements at Lassiter Mill Road
Project Number:
21048
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, a duly authorized owner of record of the property/properties identified herein, 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.
David Bender
*Print Property Owner Name
Capital Projects Manager
*Signature
3/14/2024
*Title *Date
308 W Millbrook Road, Ste D #200, Raleigh, NC 27609/ 919. 422. 3605

Figures

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NOTES:
1. USGS; 7.5 MINUTE, QUAD, RALEIGH WEST, NORTH CAROLINA; 2019
2. LAT. 35.827829, LONG:-78.654396
3. The project area is approximately two acres in size.
0 1,000 2,000
FIGURE 1. USGS TOPOGRAPHIC MAP Feet
CRABTREE CREEK TRAIL IMPROVEMENTS AT LASSITER MILL 1 inch = 2,000 feet
Natural Resource ROAD VERSION: 1
DATE: 2/3/2023
Consultants RALEIGH, WAKE COUNTY, NC JOB NO: 21048
DRAWN BY: Alec
C:\Users\NRC\NRC Server\Projects\21048 Lassiter\GIS\21048-Lassiter-Fig 1 USGS.mxd, 2/3/2023 1:59:49 PM, Alec

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NOTES:
1. NRCS; SOIL SURVEY SHEET 39, WAKE COUNTY, NC (1970)
0 660 1,320
FIGURE 2. BUFFER SUBJECTIVITY SOIL SURVEY MAP Feet
CRABTREE CREEK TRAIL IMPROVEMENTS 1 inch = 1,320 feet
Natural Resource AT LASSITER MILL ROAD VERSION: 1
DATE: 3/19/2024
Consultants STIP BL-0027 JOB NO: 21048
RALEIGH, WAKE COUNTY, NC DRAWN BY: Jennifer
C:\Users\NRC\NRC Server\Projects\21048 Lass iter\GIS\Lassiter PJD-Fiq 3 Buffer SS.mxd, 3/19/2024 8:58:37 AM, Jennifer

Impact Maps and Construction Details

RALEIGH, WAKE COUNTY
NORTH CAROLINA
INDEX OF SHEETS
I ROJECT
0 END OF PROJECY
VICINITY MAP
/ Er
METHOD OF GRADING: CLEARING ON THIS PROJECT SHALL B
CRABTREE CREEK GREENWAY - LASSITER MILL
TYPE OF WORK:
GRADING, PAVING, STRUCTURE, DRAINAGE,
& EROSION CONTROL
CITY OF RALEIGH #: PR215-18
CITY FILE NO. 0260-2023
E C-A 2
MITS ESTABLISHED US -FTI-.
The existing trail will I
be repaved beyond
the limit of this
project. These sheets
are not included in
the project.
EC PF,
\ o
l I ...TREE CREEK
Y'
HERTFORD STREET
PROJECT LENGTH I DESIGN DATA I GRAPHIC SCALES
LENGTH OF ASPHALT = 0.13 MILES
LENGTH OF CONCRETE = 0.19 MILES
LENGTH OF BOARDWALK = 0.09 MILES
TOTAL LENGTH OF PROJECT = 0.41 MILES
McADAMS
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
DESIGN SPEED = 10 MPH
LEAN ANGLE = 20 DEGREES
FUNC. CLASSIFICATION = TRANSPORTATION
CLIENT PARKS, RECREATION, AND CULTURAL
.A0 RESOURCES
00: RALEIGH MUNICIPAL BUILDING
', 0 222 W. HARGETT STREET
' ,/ SUITE 600
0 RALEIGH, NC 27601
919-996-4798
Raleigh DAAVID BENDER, PROJECT MANAGER
GRAPHIC SCALE GRAPHIC SCALE
0 25 50 100 0 25 50 100
1 inch = 50 ft. 1 inch = 50 ft.
HORIZONTAL PROFILE (HORIZONTAL)
REVISIONS
NO. DATE
#1 05/01/2023 - 1st Submittal to DS
#2 11/29/2023 - 2nd Submittal to DS
#3 02/15/2024 - 3rd Submittal to DS
GREENWAY ENGI R HYDRAULICS ENGIkEER
0
CRABTREE CREEK
HERTFORD
X
GRAPHIC SCALE
0 5 10 20
1 inch = 10 ft.
PROFILE (VERTICAL)
MAINTENANCE PLAN:
SHEET NO.
SHEET TITLE
EC-1
COVER SHEET
EC-2 THRU EC-3
NOTES, DETAILS AND
CONSTRUCTION SEQUENCE
EC-4
EC PHASE 1 PLAN SHEET
EC-5 THRU EC-12
EC PHASE 2 PLAN SHEETS
QUALIFIED PERSONNEL SHALL EVALUATE ALL TEMPORARY EROSION AND
SEDIMENTATION CONTROL PRACTICES ON A DAILY BASIS FOR STABILITY AND
OPERATION. WEEKLY INSPECTIONS SHALL BE PERFORMED AND WRITTEN LOGS KEPT.
A RAIN GAUGE SHALL ALSO BE KEPT ON SITE AND RAINFALL AMOUNTS RECORDED.
ANY REQUIRED REPAIRS SHALL BE PERFORMED IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
MAINENANCE OF TEMPORARY ON -SITE EROSION AND SEDIMENTATION CONTROL
MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATING AND
FOLLOWING THE APPROVED SEDIMENTATION AND EROSION CONTROL PLAN.
M
EC-i.o
O
z
N
TOTAL PROJECT IMPACTS
BUFFER ZONE 2 - GREENWAY: 15963 SF (0.37 AC)
BUFFER ZONE 1 - GREENWAY: 25250 SF (0.58 AC)
STREAM IMPACT -TEMPORARY: 540 LF, 3284 SF (0.075 AC)
STREAM IMPACT -PERMANENT NO LOSS: 162 LF, 1045 SF (0.024 AC)
STREAM IMPACT -PERMANENT: 10 LF, 148 SF (0.003 AC)
CRQBT REECREEK �� \ \ FM/
CRABTREE CREEK GREENWAY
BL-0027
LASSITER MILL
LASSITER MILL ROAD TO HERTFORD STREET
100% DRAWING - NOT RELEASED FOR CONSTRUCTION
PLAN INFORMATION
PROJECT NO. RAL-18000
FILENAME RAL18000_EC1.dwg
CHECKED BY CRM
DRAWN BY EMD
SCALE NTS
DATE 02/26/2024
CITY FILE NO. SPR-0260-2023
www.mcadamsco.com

EROSION CONTROL NARRATIVE
PHASE 1 EROSION CONTROL NOTES
EROSION CONTROL LEGEND
CRABTREE CREEK GREENWAY, LASSITER MILL
RALEIGH, NORTH CAROLINA
RECEIVING STREAM - CRABTREE CREEK
CLASSIFICATION - XXXX
PROJECT NUMBER: RAL-18000
DESIGNED BY: MCADAMS
PROJECT DESCRIPTION:
XXXXX
GENERAL NOTES:
1. SURVEY PERFORMED BY MCADAMS DATED: FEBRUARY 12, 2019.
2. ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES.
3. PRIOR TO ANY CLEARING, GRADING OR CONSTRUCTION ACTIVITY, CONSTRUCTION FENCE OR TREE PROTECTION FENCING (IF
APPLICABLE) SHALL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES. NO CONSTRUCTION WORKERS, TOOLS,
MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING.
4. ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE PROPERLY BARRICADED WITH FENCING AND PROTECTED
THROUGHOUT CONSTRUCTION TO INSURE THAT NO CLEARING, GRADING, OR STAGING OF MATERIALS WILL OCCUR IN THOSE
AREAS.
5. PROTECTIVE FENCING IS TO BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT, AND CONTRACTORS SHALL
RECEIVE ADEQUATE INSTRUCTION ON TREE PROTECTION METHODS.
6. CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS PRIOR TO BEGINNING
CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES
THAT PROVIDE THEIR OWN LOCATOR SERVICES INDEPENDENT OF NC811. REPORT ANY DISCREPANCIES TO THE ENGINEER
IMMEDIATELY.
7. EXISTING UTILITIES AND STRUCTURES, SHOWN BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON THE BEST
AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS, BOTH HORIZONTAL AND VERTICAL, PRIOR TO
BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
8. CONTRACTOR SHALL ROOT SPADE WITHIN ALL TREE DRIPLINES AND TAKE ALL PRECAUTIONS NECESSARY TO SAVE TREES NOT
SHOWN TO BE DEMOLISHED.
9. ALL GROUND COVER SHALL BE APPLIED PER CONDITIONS OF THE NPDES PERMIT OR IN CRITICAL AREAS AT THE END OF EACH
DAY.
SEEDBED PREPARATION:
AREAS TO BE SEEDED TO BE SCARIFIED 4" TO 6" DEEP. A FIRM, WELL PULVERIZED, UNIFORM SEEDBED SHOULD BE PROVIDED.
FERTILIZER SHALL BE PLACED DURING SCARIFICATION AS FOLLOWS:
LIME: 45 LBS / 1,000 SF
PHOSPHOROUS: 20 LBS / 1,000 SF
FERTILIZER: 17 LBS / 1,000 SF
PER NORTH CAROLINA SOIL AND SEDIMENTATION LAW, A VEGETATIVE GROUNDCOVER SUFFICIENT TO PERMANENTLY RESTRAIN
EROSION SHALL BE RE-ESTABLISHED WITHIN 21 CALENDAR DAYS AFTER COMPLETION OF ANY PHASE OF GRADING. PERMANENT
GROUNDCOVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
TEMPORARY SEEDING SCHEDULE:
SEEDING DATE SEEDING MIXTURE APPLICATION RATE
JAN 1 - MAY 1 RYE (GRAIN) 120 LBS/AC
MAY 1 -AUG 15 GERMAN MILLET 40 LBS/AC
AUG 15 - DEC 30 RYE (GRAIN) 120 LBS/AC
SOIL AMENDMENTS
SEE SHEET 2C-81 SEEDBED PREPARATION NOTE 4.
MULCH
SEE SHEET 2C-81 SEEDBED PREPARATION NOTE 5.
MAINTENANCE
JAN 1 - AUG 15: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE, AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
AUG 15 - DEC 30: REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB/AC OF NITROGEN IN MARCH.
IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB/AC RYE (GRAIN) IN LATE FEBRUARY OR
EARLY MARCH.
NOTE: USE THE TEMPORARY SEEDING SCHEDULE ONLY WHEN DATE IS NOT CORRECT TO USE THE PERMANENT SEEDING SCHEDULE.
SEE SHEET 2C-8 FOR FURTHER SEEDBED PREPARATION NOTES.
PERMANENT SEEDING SCHEDULE:
SEE SHEET 2C-8 FOR PERMANENT SEEDING SCHEDULE AND SEEDBED PREPARATION NOTES.
MAINTENANCE
INSPECT AND REPAIR MULCH FREQUENTLY. REFERTILIZE IN LATE WINTER OF THE FOLLOWING YEAR; USE SOIL TESTS OR APPLY 150
LB/AC 10-10-10 FERTLIZER. MOW REGULARLY TO A HEIGHT OF 2-4 INCHES.
NPDES Starmrra<er Drschanje Permit for Construction Activities (Nr Wl) NCDENFifDiv om of water oua5ty
NEW STABILIZATION TIMEFRAMES
f E ff"tNe Aug. 3. 2131 t}
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME F-XCE TIONS
l I I j Perimeter dikes. swales, ditches, slopes
7 days
None
High ❑uglily Water (HOW)Zones
C
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10" or less in length and are
not steeper than 2:1, 14 days are allowed.
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
Aft other areas with slopes ffatter than 4:1
14 days
None. except for perimeters and HOW Zones.
'J
McADAMS
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
GENERAL NOTES:
1. CONTRACTOR SHALL OBTAIN ALL NECESSARY LICENSES AND PERMITS REQUIRED TO
COMPLETE THE WORK INCLUDED IN THE CONTRACT DOCUMENTS AT THE CONTRACTOR'S
EXPENSE.
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT THEY AND THEIR
SUBCONTRACTOR'S HAVE THE CORRECT/MOST UP-TO-DATE PLANS AVAILABLE.
3. CONTRACTOR SHALL GIVE MINIMUM 72 HOURS NOTICE TO THE CITY OF RALEIGH AND
PROJECT ENGINEER PRIOR TO CONSTRUCTION.
4. ALL WORK WITHIN JURISDICTIONAL BOUNDARIES (WETLAND AND STREAMS) SHALL BE
PERFORMED IN STRICT ACCORDANCE WITH ALL PERMITS.
5. CONSTRUCTION OPERATIONS SHALL BE CARRIED OUT IN SUCH A MANNER THAT EROSION
AND WATER POLLUTION IS MINIMIZED.
6. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO EXISTING BUFFER VEGETATION AND
CONSTRUCTION CORRIDOR TO THE MAXIMUM EXTENT PRACTICAL.
7. THERE MAY BE WETLANDS WITHIN THIS SITE. IT IS THE OWNER'S RESPONSIBILITY FOR
WETLANDS JURISDICTION AND PERMIT DISTURBANCE PRIOR TO ANY GRADING ACTIVITY.
8. IF THE CONTRACTOR, IN THE COURSE OF WORK, FINDS ANY DISCREPANCIES IN THE PLANS
OR NOTES GIVEN BY THE PROJECT ENGINEER, IT SHALL BE HIS/HER DUTY IMMEDIATELY
INFORM THE PROJECT ENGINEER, IN WRITING, AND THE PROJECT ENGINEER WILL
PROMPTLY VERIFY THE SAME. ANY WORK DONE AFTER SUCH DISCOVERY, UNTIL
AUTHORIZED, WILL BE AT THE CONTRACTOR'S RISK.
9. ANY DAMAGE TO PRIVATE PROPERTY AND/OR EXISTING UTILITIES INCURRED DURING
CONSTRUCTION ACTIVITIES SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.
10. DAMAGE TO THE EXISTING CITY OF RALEIGH GREENWAY OUTSIDE THE SCOPE OF WORK
SHALL BE REPLACED IN -KIND BY THE CONTRACTOR.
11. ALL MECHANIZED EQUIPMENT OPERATED NEAR SURFACE WATERS SHALL BE INSPECTED
AND MAINTAINED REGULARLY TO PREVENT CONTAMINATION OF SURFACE WATERS FROM
FUELS, LUBRICANTS, HYDRAULIC FLUIDS, OR OTHER TOXIC MATERIALS. CONSTRUCTION
SHALL BE STAGED IN ORDER TO MINIMIZE THE EXPOSURE OF EQUIPMENT TO SURFACE
WATERS TO THE MAXIMUM EXTENT PRACTICABLE. FUELING, LUBRICATION, AND GENERAL
EQUIPMENT MAINTENANCE SHALL BE PERFORMED IN A MANNER TO PREVENT, TO THE
MAXIMUM EXTENT PRACTICABLE, CONTAMINATION OF SURFACE WATERS BY FUELS AND
OILS.
12. HEAVY EQUIPMENT WORKING IN WETLANDS SHALL BE PLACED ON MATS OR OTHER
MEASURES SHALL BE TAKEN TO MINIMIZE SOIL DISTURBANCE.
CONSTRUCTION SEQUENCE:
1. OBTAIN PLAN APPROVAL AND OTHER APPLICABLE PERMITS.
2. OBTAIN AN APPROVED (STAMPED) EROSION & SEDIMENT CONTROL PLAN AND KEEP IT
ON -SITE EITHER IN THE INSPECTION BOX, CONSTRUCTION OFFICE, OR WITH THE
CONTRACTOR.
3. SCHEDULE AND HOLD AN ON -SITE PRE -CONSTRUCTION CONFERENCE AT LEAST ONE WEEK
PRIOR TO BEGINNING ANY LAND -DISTURBING ACTIVITIES BY CALLING THE CITY OF RALEIGH
REGIONAL INSPECTION COORDINATOR, CHRIS BRIDGERS AT [phone]. THE
CONFERENCE SHOULD BE ATTENDED BY NC DEMLR EROSION CONTROL INSPECTOR, THE
GENERAL CONTRACTOR, ANY SUBCONTRACTORS, THE ENGINEER, AND A REPRESENTATIVE
OF THE CITY OF RALEIGH.
4. REQUEST AND SCHEDULE INITIAL SITE INSPECTION THROUGH
PERM ITPORTAL.RALEIGHNC.GOV
5. CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT LEAST 3 FULL BUSINESS
DAYS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES
LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN
LOCATOR SERVICES INDEPENDENT OF "NC811". REPORT ANY DISCREPANCIES TO THE
ENGINEER IMMEDIATELY.
6. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION, FOR NECESSARY PLAN
OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS
IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
7. ESTABLISH CONSTRUCTION ENTRANCE AND STAGING AREA (SEE DETAIL ON SHEET EC-3A).
8. INSTALL SILT FENCE, TREE PROTECTION, AND OTHER MEASURES AS SHOWN ON PLANS,
CLEARING ONLY AS NECESSARY TO INSTALL THESE DEVICES.
9. LIMITS OF DISTURBANCE SHALL BE MARKED BY SAFETY FENCING EITHER WITH SILT FENCE
OR ORANGE TREE PROTECTION FENCE (SEE DETAIL ON SHEET EC-4).
10. USE THE AREA DESIGNATED ON THE PLANS FOR ALL STAGING ACTIVITIES RELATED TO THE
PROJECT.
11. PARK ALL CONSTRUCTION EQUIPMENT, INCLUDING TRUCKS AND HEAVY EQUIPMENT
WITHIN THE LIMITS OF DISTURBANCE.
12. INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON SHEETS EC-3A THROUGH
EC-4. CLEAR AND GRUB ONLY AS NECESSARY TO INSTALL THESE DEVICES.
13. BEGIN GRADING ACTIVITIES. IN GENERAL, THE CONTRACTOR SHALL WORK FROM UPSTREAM
TO DOWNSTREAM AND CONSTRUCTION IN A LIVE CHANNEL SHALL UTILIZE SHEET PILING TO
DIVERT WATER AS SHOWN ON THE PLANS. MAINTAIN AND ADJUST E & SC MEASURES AS
GRADING PROGRESSES.
14. AT THE END OF EACH WORKING DAY, THE CONTRACTOR WILL BE RESPONSIBLE FOR THE
APPLICATION OF SEED AND STRAW, AS APPLICABLE, TO NEWLY ESTABLISHED STREAMBANKS
AND DISTURBED AREAS. EROSION CONTROL MATTING WILL BE INSTALLED ON TOP OF THE
SEED AND STRAW IN ACCORDANCE WITH THE EROSION CONTROL CONSTRUCTION
SEQUENCE.
15. CONTRACTOR SHALL IMPROVE AND CONSTRUCT THE GREENWAY TRAIL AND PERMANENT
CROSSINGS BY INSTALLING CULVERTS, STABILIZING SIDE SLOPES, AND MODIFYING THE
GREENWAY TRAIL ACCORDING TO THE PLANS AND SPECIFICATIONS. PERMANENT STREAM
CROSSINGS WILL BE INSTALLED WHILE THE WORKING SECTION CONTAINING THE CROSSING
HAS BEEN DEWATERED. ADJUST ACCESS ROADS AND ASSOCIATED SILT FENCE AS NECESSARY
WHEN PERMANENT STREAM CROSSINGS ARE INSTALLED.
16. THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION
CONTROL DEVICES AND STRUCTURES.
17. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION
CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION CONTROL
MEASURES.
18. WHEN APPLICABLE, THE LAND DEVELOPMENT INSPECTOR SHOULD BE CALLED TO CONDUCT
CLIENT PARKS, RECREATION, AND CULTURAL
140 RESOURCES
�0 RALEIGH MUNICIPAL BUILDING
222 W. HARGETT STREET
' ) 0 ,/ SUITE 600
RALEIGH, NC 27601
919-996-4798
Raleigh DAAVID BENDER, PROJECT MANAGER
REVISIONS
NO. DATE
#1 05/01/2023 - 1st Submittal to DS
#2 11/29/2023 - 2nd Submittal to DS
#3 02/15/2024 - 3rd Submittal to DS
INSPECTIONS ON STORM DRAINAGE, SIDEWALKS, DRIVE WAY IMPROVEMENTS, AND ALL
ASPECTS OF ROAD CONSTRUCTION.
19. STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE. AT THE CONCLUSION OF
GRADING AND CONSTRUCTION OR IF LAND -DISTURBING ACTIVITY STOPPED FOR MORE
THAN 14 CONSECUTIVE CALENDAR DAYS, PERMANENT VEGETATIVE COVER SHALL BE
INSTALLED ACCORDING TO SHEETS 2C-7 THROUGH 2C-8.
20. CONTRACTOR SHALL PLANT WOODY VEGETATION AND LIVE STAKES, ACCORDING TO
PLANTING DETAILS AND SPECIFICATIONS. THE CONTRACTOR SHALL COMPLETE THE LIVE
STAKING AND REFORESTATION (BARE -ROOT PLANTING) PHASE OF THE PROJECT AND APPLY
PERMANENT SEEDING AT THE APPROPRIATE TIME OF YEAR.
21. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF ANY EROSION
CONTROL MEASURES.
22. STABILIZE ALL DISTURBED AREAS. REMOVE STAGING AREA AND CONSTRUCTION ENTRANCE.
23. REMOVE ALL EROSION CONTROL MEASURES AND CALL THE NC DEMLR OFFICE FOR FINAL
INSPECTION ONCE PERMANENT VEGETATION HAS BEEN ESTABLISHED.
24. DEMOBILIZE ALL EQUIPMENT AND MATERIALS FROM SITE.
25. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE N.C.
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL AND THE CITY OF
RALEIGH STORMWATER DESIGN MANUAL.
CHANNEL CONSTRUCTION:
1. INSTALL SHEET PILING BARRIER OR OTHER ENGINEER APPROVED EQUIVALENT DIVERSION
DEVICE ALONG THE STREAM CHANNEL AS SHOWN ON SHEET EC-4 (DEWATERING AND
SHEET PILING DETAILS ON SHEET EC-313).
2. RIPRAP APRONS SHALL BE CONSTRUCTED TO IMPEDE ANY EROSION OF THE CHANNEL AND
STREAM BANKS BY THE WATER DIVERTED FROM THE WORK AREA.
3. BANK STABILIZATION STRUCTURES WILL BE INSTALLED ACCORDING TO THE DETAILS
PRESENTED ON SHEET 2C-2.
4. ANY EXCAVATED MATERIAL CONTAINING MANMADE MATERIAL IS NOT SUITABLE MATERIAL
FOR CHANNEL FILL AND MUST BE DISPOSED OF OFFSITE UNLESS OTHERWISE DIRECTED BY
OWNER.
5. THE PROPOSED CHANNEL BANKS SHALL BE STABILIZED WITH EROSION CONTROL MATTING
AND TEMPORARY SEEDING UPON COMPLETION OF EACH SECTION AS PER DETAIL ON
SHEETS 2C-7 AND 2C-8.
6. COMPLETE ALL EARTHWORK, STRUCTURE INSTALLATION, AND STABILIZATION IN THE
DEWATERED WORK AREA.
7. CONTRACTOR SHALL NOTIFY ENGINEER UPON DISCOVERY OF ANY CONSTRAINTS
DISCOVERED IN THE CONSTRUCTION OF THE PROPOSED CHANNEL OR STRUCTURE
PLACEMENT AND ADJUSTMENTS CAN BE MADE ON SITE.
EXISTING CONDITION & DEMOLITION NOTES:
1. THERE SHALL BE NO DEMOLITION ACTIVITIES UNTIL AFTER A PRE -CONSTRUCTION MEETING
HAS TAKEN PLACE.
2. ALL MATERIAL TO BE DEMOLISHED SHALL BE REMOVED FROM THE SITE AND DISPOSED OF
AT A PERMITTED SITE IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL LAWS.
3. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND,
ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE
CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO BEGINNING RELATED
CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE ENGINEER IMMEDIATELY.
SITE PREPARATION: CLEARING &
TOPSOIL/SUBSOIL EXCAVATION:
1. ALL SHRUBS AND SMALL TREES DESIGNATED BY THE ENGINEER WILL BE SAVED FOR
TRANSPLANTING. PLANTS THAT ARE TO BE TRANSPLANTED WILL BE MARKED WITH HIGHLY
VISIBLE TAPE.
2. ANY UNUSABLE TREES & BRUSH REMOVED DURING CLEARING & GRUBBING OF SITE SHALL
BE CHIPPED ON SITE AND HAULED OFF SITE FOR DISPOSAL.
3. CONTRACTOR SHALL MANAGE EXCAVATED TOPSOIL SEPARATELY FROM EXCAVATED
SUBSOIL. EXCAVATED TOPSOIL SHALL BE PLACED WITHIN THE DESIGNATED TEMPORARY
STOCKPILE AREAS AWAY FROM THE CHANNEL TO BE FILLED (SEE PLANS). TOPSOIL SHALL BE
FREE OF STONES OVER 1" IN DIAMETER, ROOTS, STICKS, RUBBISH, STIFF CLAY, AND
EXTRANEOUS MATTER.
4. IMPORTED TOPSOIL SHALL HAVE A LOAMY TEXTURE AND HAVE SAND, SILT, AND CLAY
PERCENTAGES THAT MEET THE U.S. DEPARTMENT OF AGRICULTURE CHARACTERISTICS OF A
LOAMY SOIL. ORGANIC CONTENT SHALL NOT BE LESS THAN 1.5% BY WEIGHT. PH RANGE
SHALL BE FROM 6-7.5. IF PH IS LESS THAN 6, LIME SHALL BE ADDED. SOLUBLE SALTS SHALL
NOT EXCEED 500PPM. IMPORTED TOPSOIL SHALL BE FREE OF DEBRIS, ROOTS, PLANTS,
STICKS, RUBBISH, STIFF CLAYS, AND STONES OVER 1 INCH IN DIAMETER.
EROSION & SEDIMENT CONTROL NOTES:
1. GRADING AND EROSION CONTROL METHODS SHALL ADHERE TO THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY (NC DEQ) DIVISION OF ENERGY, MINERAL, AND
LAND RESOURCES (NC DEMLR) STANDARDS AND SPECIFICATIONS. WHERE METHODS DIFFER
FROM CITY OF RALEIGH THE MORE STRINGENT METHOD SHALL BE APPLIED.
2. EROSION AND SEDIMENT CONTROL (E & SC) PERMIT AND A CERTIFICATE OF COVERAGE
(COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBANCE ACTIVITIES.
3. WHEN PROJECT IS COMPLETE, THE PERMITEE SHALL VISIT DEQ.NC.GOV/NCG01 TO SUBMIT
AN ELECTRONIC NOTICE OF TERMINATION (E-NOT). A $100 ANNUAL GENERAL FEE WILL BE
CHARGED UNTIL THE E-NOT HAS BEEN FILLED OUT.
4. E & SC DEVICES MUST BE INSTALLED AND INSPECTED PRIOR TO ANY GRADING ON SITE. THE
CONTRACTOR SHALL CALL FOR AN INSPECTION BY NC DEMLR ONCE INITIAL MEASURES ARE
IN PLACE.
5. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT
ALL TIMES. FAILURE TO FOLLOW THE APPROVED PLAN SEQUENCE AND DETAILS COULD
SUBJECT THE CONTRACTOR TO FINES AND PENALTIES ISSUED BY NC DEMLR.
6. CONSTRUCTION, MAINTENANCE, AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE
GREENWAY ENGIrtkR HYDRAULICS ENGIkEER
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7. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE
APPROVED EROSION CONTROL PLAN AND IS SUBJECT TO A PENALTY OR FINE BY NC DEMLR.
8. DISTURBANCE OUTSIDE OF THE SITE PROPERTY LIMITS OR PUBLIC R/W SHALL ONLY BE
ALLOWED BY SIGNED GRADING AGREEMENTS AND/OR EASEMENTS BETWEEN THE
DEVELOPER AND OFFSITE PROPERTY OWNER.
9. THE CONTRACTOR IS RESPONSIBLE TO MAINTAIN SAFE OPEN ACCESS TO ALL PROPERTIES
ALONG ADJACENT PROPERTIES DURING CONSTRUCTION PERIOD FOR IMPROVEMENTS.
10. STAGING AREAS, STOCKPILE AREAS, CONSTRUCTION ENTRANCES, AND ACCESS ROAD WILL
BE IDENTIFIED AND LOCATED ACCORDING TO THE EROSION CONTROL PLANS AND
LANDOWNER. VARIANCES WILL BE ALLOWED ASSUMING BOTH THE CONTRACTOR AND THE
ENGINEER VERBALLY AGREE.
11. CONTRACTOR SHALL SEED AND STABILIZE ALL STEEP SLOPES (GREATER THAN 3H:1V) WITHIN
7 DAYS, 10 DAYS FOR MODERATE SLOPES (3H:1V OR LESS) AND WITHIN 14 CALENDAR DAYS
EVERYWHERE ELSE ACCORDING TO THE TEMPORARY SEEDING SCHEDULE ON SHEET 2C-8.
12. FOR ANY LAND DISTURBING ACTIVITY WHERE GRADING ACTIVITIES HAVE BEEN COMPLETED,
TEMPORARY OR PERMANENT GROUND COVER (SHEET 2C-8) SUFFICIENT TO RESTRAIN
EROSION SHALL BE PROVIDED AS SOON AS PRACTICAL, BUT IN NO CASE LATER THAN SEVEN
(7) DAYS AFTER COMPLETING THE WORK. STABILIZATION IS THE BEST FORM OF EROSION
CONTROL. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE
DENUDED AREAS AND ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE
CONSTRUCTION SEQUENCE ON THE PLAN.
13. THE EROSION CONTROL INSPECTOR MAY REQUIRE ADDITIONAL FIELD MEASURES AS
NECESSARY TO PROVIDE ADEQUATE PROTECTION FROM RECEIVING WATER COURSES.
14. PROTECTION OF EXISTING VEGETATION: AT THE START OF GRADING INVOLVING THE
STRIPPING OF TOPSOIL OR LOWERING OF EXISTING GRADE AROUND A TREE, A CLEAN,
SHARP, VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE AREA AT THE SAME
TIME AS OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION
FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY FROM THE TREE
TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE
TREES IS COMPLETE. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT AND NO
TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED AREA AND
SHALL BE POSTED ON THE PROTECTION FENCE. A PROTECTION FENCE CONSTRUCTED OF
MATERIAL RESISTANT TO DEGRADATION BY SUN, WIND, AND MOISTURE FOR THE DURATION
OF THE CONSTRUCTION, SHALL BE INSTALLED AT THE SAME TIME AS THE EROSION CONTROL
MEASURES AND SHALL BE IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE
TREES IS COMPLETE (SEE DETAIL ON SHEET EC-3A).
15. A CONSTRUCTION SEQUENCE HAS BEEN PROVIDED (SEE THIS SHEET). INSTALLATION OF ALL
PROPOSED E & SC MEASURES IN THE SEQUENCE(S) PROVIDED AND MAINTENANCE OF
THOSE DEVICES IS REQUIRED. THE CONTRACTOR MAY BE ALLOWED, WITH PRIOR APPROVAL
FROM THE OWNER, TO COORDINATE CHANGES TO THE PLAN WITH THE ON -SITE E & SC
INSPECTOR AND THE ENGINEER.
16. CONTRACTOR SHALL INSPECT AND REPAIR ALL EROSION CONTROL DEVICES AT LEAST ONCE
PER WEEK AND AFTER EVERY SIGNIFICANT RAINFALL EVENT. EACH DEVICE IS TO BE
MAINTAINED OR REPLACED IF SEDIMENT ACCUMULATION HAS REACHED ONE HALF THE
CAPACITY OF THE DEVICE.
17. CONTRACTOR WILL FIELD LOCATE SILT FENCE OUTLETS AT LOW POINTS IN SILT FENCE
AND/OR A MINIMUM OF EVERY 100 LINEAR FEET OF SILT FENCE AS REQUIRED TO PROVIDE
RELIEF FROM CONCENTRATED FLOWS. SILT FENCE OUTLETS SHOWN ON THESE PLANS ARE
BASED ON THE BEST TOPOGRAPHIC INFORMATION AVAILABLE AT THE TIME OF DESIGN.
CONTRACTOR TO FIELD VERIFY AND ADJUST LOCATIONS OF SILT FENCE OUTLETS AND/OR
PLACE ADDITIONAL OUTLETS TO INSURE THAT ALL LOW SPOTS ALONG THE SILT FENCE HAVE
AN OUTLET.
18. WASHED STONE AND WIRE BACKING SHALL BE USED WITH SILT FENCE WHENEVER SILT
FENCE IS PLACE AT THE TOE OF A SLOPE >10' VERTICAL OR ALONG ANY CHANNEL OR WATER
COURSE WHERE 50' OF BUFFER IS NOT PROVIDED.
19. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE
CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE OWNER IF ANY
DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN
OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR
ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS
IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
20. NO DEBRIS SHALL BE TRACKED ONTO PUBLIC RIGHT OF WAY. IF THE SITUATION OCCURS
WHERE MUD, ROCKS AND DEBRIS IS TRACKED ONTO PAVEMENT, THE CONTRACTOR SHALL
CLEAN THE PAVEMENT AND INSTALL ADDITIONAL MEASURES TO PREVENT FUTURE
OCCURRENCES.
21. INSTALL SILT FENCE FOR ALL STAGING AND STOCKPILE AREAS (SEE DETAIL ON SHEET EC-3A).
ANY STOCKPILE AREAS SHALL USE TWO (2) ROWS OF SILT FENCE.
22. IF CONCRETE WASHOUTS ARE UTILIZED, THESE AREAS ARE TO BE WITHIN THE LIMITS OF
DISTURBANCE AND SHOULD BE LOCATED AT LEAST 50 FT. AWAY FROM STORM DRAIN
INLETS AND SURFACE WATER.
EROSION & SEDIMENT CONTROL
MAINTENANCE PLAN:
1. QUALIFIED PERSONNEL, ON A DAILY BASIS WILL EVALUATE ALL TEMPORARY EROSION AND
SEDIMENT CONTROL PRACTICES FOR STABILITY AND OPERATION.
2. INSPECT AND MAINTAIN ALL EROSION CONTROL MEASURES EVERY 7 DAYS AND AFTER EACH
SIGNIFICANT RAINFALL (0.5" OR GREATER) AND DOCUMENT WITH INSPECTION REPORTS
AND WRITTEN LOGS SHALL BE KEPT.
3. A RAIN GAUGE WILL ALSO BE KEPT ON -SITE AND DAILY RAINFALL AMOUNTS WILL BE
RECORDED.
4. ANY REPAIRS NEEDED WILL BE PERFORMED IMMEDIATELY TO MAINTAIN ALL PRACTICES AS
DESIGNED.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF TEMPORARY ON SITE
E & SC MEASURES.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING AND FOLLOWING THE
APPROVED E & SC PLAN.
7. A COPY OF THE COMBINED SELF -INSPECTION MONITORING FORM CAN BE FOUND ON THE
NC DEMLR WEBSITE AT:
HTTPS:HDEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-
RESOURCES/EROSION-SEDIMENT-CONTROL/FORMS
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INLET PROTECTION
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TEMPORARY SLOPE DRAIN
ROCK PIPE INLET PROTECTION
CHECK DAM
SILT FENCE
TREE PROTECTION FENCE
SILT FENCE AND TREE PROTECTION FENCE
LIMITS OF DISTURBANCE
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PHASE 2 EROSION CONTROL NOTES:
1. CONTRACTOR SHALL LOCATE AND VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND
NOTIFY THE ENGINEERING OF ANY CONFLICTS/DISCREPANCIES.
2. NEW EROSION AND SEDIMENT CONTROL DEVICES MUST BE INSTALLED AS SHOWN ON PLANS AND INSPECTED PRIOR TO ANY GRADING OR DEMOLITION ON
SITE. MAINTENANCE AND REPAIR SHALL BE MADE, AS NECESSARY, DURING CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL CALL FOR AN INSPECTION
ONCE INITIAL MEASURES ARE IN PLACE.
3. SEDIMENT/EROSION CONTROL DEVICES MUST BE CHECKED AFTER EACH STORM EVENT. EACH DEVICE IS TO BE MAINTAINED OR REPLACED IF SEDIMENT
ACCUMULATION HAS REACHED ONE HALF THE CAPACITY OF THE DEVICE.
4. A COPY OF THE APPROVED EROSION CONTROL PLAN MUST BE ON FILE AT THE JOB SITE AT ALL TIMES.
5. INSTALL A RAIN GAUGE (6" CAPACITY OR GREATER) ONSITE.
6. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED UNTIL ALL UPSLOPE DRAINAGE AREAS HAVE BEEN STABILIZED AND PERMANENT
VEGETATION HAS BEEN ESTABLISHED.
7. CONSTRUCTION, MAINTENANCE, AND REMOVAL OF ALL EROSION CONTROL DEVICES ARE THE RESPONSIBILITY OF THE GRADING CONTRACTOR UNLESS
OTHERWISE NOTED. ANY DEWATERING ASSOCIATED WITH THIS PROJECT IS TO BE DONE THROUGH A SILT BAG. CONTRACTOR SHALL WORK IN DRY CONDITIONS
TO THE MAXIMUM EXTENT POSSIBLE.
8. ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE EROSION CONTROL PERMIT AND IS SUBJECT TO A FINE. ANY NEED
TO DISTURB BEYOND THE APPROVED PLAN SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER, ENGINEER AND EROSION CONTROL INSPECTOR.
9. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE
EROSION -CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF
GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY GROUND COVER, DEVISES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
PERMANENT GROUNDCOVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR NO MORE THAN 90 CALENDAR DAYS (WHICHEVER IS
SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION. TEMPORARY SEEDING IS NECESSARY TO ACHIEVE EROSION CONTROL ON LARGE DENUDED AREAS AND
ESPECIALLY WHEN SPECIFICALLY REQUIRED AS PART OF THE CONSTRUCTION SEQUENCE ON THE PLAN. ALL GRADED SLOPES STEEPER THAN 3:1 MUST BE SEEDED
& COMPOST LAID WITHIN 7 DAYS OF COMPLETION OF GRADING. ALL REMAINING DISTURBED AREAS ARE TO BE SEEDED AND COMPOST LAID WITHIN 14 DAYS.
PERMANENT SWALES ARE TO BE STABILIZED WITHIN 7 DAYS. SEE THE GROUND STABILIZATION CHART FOR ADDITIONAL REQUIREMENTS.
10. ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY REPRESENTATIVE OF THE NCDEQ DEMLR DEPARTMENT. ADDITIONAL SILT
FENCE OUTLETS AT LOW AREAS MAY BE INSTALLED BY CONTRACTOR AS REQUIRED. E&SC MEASURES ARE TO BE INSTALLED AT ANY AREAS USED FOR
CONTRACTOR EQUIPMENT STAGING, MATERIALS LAYDOWN, SPOIL OR WASTE AREA.
11. PROTECTION OF EXISTING VEGETATION (IF APPLICABLE): AT THE START OF GRADING INVOLVING THE STRIPPING OF TOPSOIL OR LOWERING OF EXISTING GRADE
AROUND A TREE, A CLEAN, SHARP, VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE AREA AT THE SAME TIME AS OTHER EROSION CONTROL
MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRUNK AND SHALL
REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES IS COMPLETE. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT AND NO
TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED AREA AND SHALL BE POSTED ON THE PROTECTION FENCE. A PROTECTION FENCE
CONSTRUCTED OF MATERIAL RESISTANT TO DEGRADATION BY SUN, WIND, AND MOISTURE FOR THE DURATION OF THE CONSTRUCTION, SHALL BE INSTALLED
AT THE SAME TIME AS THE EROSION CONTROL MEASURES AND SHALL BE IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREES IS COMPLETE.
12. INSTALLATION AND MAINTENANCE OF ALL PROPOSED SEDIMENTATION & EROSION CONTROL MEASURES IS REQUIRED. THE CONTRACTOR MAY BE ALLOWED,
WITH PRIOR APPROVAL FROM THE OWNER, TO COORDINATE CHANGES TO THE PLAN WITH THE ON -SITE NCDEQ DEMLR INSPECTOR AND THE ENGINEER OR THE
OWNER'S REPRESENTATIVE.
13. CONTRACTOR WILL FIELD LOCATE SILT FENCE OUTLETS AT LOW POINTS IN SILT FENCE AS REQUIRED TO PROVIDE RELIEF FROM CONCENTRATED FLOWS.
14. ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY
THE OWNER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION
SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION
HAS NOT BEEN GIVEN.
15. REQUIRED CONSTRUCTION/SAFETY FENCING SHALL BE INSTALLED PRIOR TO BEGINNING LAND DISTURBANCE.
16. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP ALL DIRT OFF PAVED ROADS. HEAVY MATS MAY BE USED IN LIEU OF ROCK CONSTRUCTION ENTRANCES
AS DETERMINED BY THE ON -SITE INSPECTOR.
17. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO KEEP ALL SEDIMENT ON SITE AND ENSURE NO SEDIMENT LEAVES THE LIMITS OF DISTURBANCE OF THE
PROJECT. THIS MAY REQUIRE INSTALLATION OF ADDITIONAL EROSION CONTROL MEASURES ABOVE AND BEYOND WHAT IS SHOWN ON THE PLANS. IF
ENVIRONMENTAL OR SITE CONDITIONS WARRANT ADDITIONAL EROSION CONTROL MEASURES, CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FROM DEP
REPRESENTATIVE. EROSION CONTROL MEASURES DAMAGED OR REQUIRED DUE TO CONTRACTOR ACTIONS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
ALL EROSION CONTROL MEASURES SHALL BE PROPERLY MAINTAINED THROUGHOUT CONSTRUCTION AT NO ADDITIONAL COST TO DEP.
18. ALL CONSTRUCTION DEBRIS SHALL BE TESTED AND DISPOSED OF OFF -SITE IN A STATE PERMITTED LINED LANDFILL.
19. ALL EARTHEN MATERIAL BROUGHT TO OR REMOVED FROM THE PROJECT SITE SHALL COME FROM OR BE DELIVERED TO A SITE THAT HAS A CURRENT EROSION
AND SEDIMENTATION CONTROL
20. SCHEDULE FINAL SITE INSPECTION THROUGH PERM ITPORTAL.RALEIGHNC.GOV
CRABTREE CREEK GREENWAY
BL-0027
LASSITER MILL
LASSITER MILL ROAD TO HERTFORD STREET
SEE CIVIL SHEETS EC-3A THRU EC-3D ALL CONSTRUCTION SHALL BE IN
FOR ADDITIONAL EROSION ACCORDANCE WITH THE CURRENT CITY
CONTROL NOTES AND DETAILS OF RALEIGH ENGINEERING DESIGN AND
TOTAL DISTURBED AREA = 3.12 AC CONSTRUCTION STANDARDS
100% DRAWING - NOT RELEASED FOR CONSTRUCTION
PLAN INFORMATION
PROJECT NO. RAL-18000
FILENAME RAL18000_EC1.dwg
CHECKED BY CRM
DRAWN BY EMD
SCALE 1" = 50' / 1"=10'
DATE 02/26/2024
CITY FILE NO. SPR-0260-2023
www.mcadamsco.com

NOTES
1. SHEET PILES SHOULD BE USED TO ISOLATE WORK AREAS FROM STREAM FLOW.
2. SHEET PILE BARRIER SHALL NOT BE GREATER THAN 55% OF THE STREAM BOTTOM WIDTH.
3. THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN BE STABILIZED IN ONE WORKING DAY.
4. DEWATERING PUMP MUST BE DIVERTED THROUGH A SEDIMENT FILTER BAG.
CONSTRUCTION SEQUENCE
1. INSTALL BY PLACING AND DRIVING PILES WITH A BACKHOE, EXCAVATOR, OR OTHER SUITABLE EQUIPMENT. LABOR, MATERIALS, AND
EQUIPMENT REQUIRED FOR INSTALLATION OF SHEET PILE IS RESPONSIBILITY OF THE CONTRACTOR.
2. THE DIVERSION STRUCTURE SHOULD BE INSTALLED FROM UPSTREAM TO DOWNSTREAM.
3. BE SURE PILE IS FREE OF DIRT, GREASE, AND OTHER POTENTIAL CONTAMINANTS BEFORE INSTALLATION.
4. ENSURE THE PILES PENETRATE TO A SUFFICIENT DEPTH IN ORDER TO BEAR THE LOAD OF WATER BEING DIVERTED.
5. OVERLAP OR INTERLOCK PILES IN A WAY THAT PREVENTS ANY SEEPAGE OF WATER INTO THE WORK AREA AND PREVENTS SEEPAGE OF
SEDIMENT FROM THE WORK AREA INTO THE STREAM.
9. INSPECT SHEET PILES DAILY FOR WATER LEAKS AND SIGNS OF INSTABILITY AND IMPLEMENT REPAIR PROCEDURES ACCORDINGLY.
10. THE LENGTH OF STREAM DEWATERED SHOULD BE DETERMINED BY AREA ENCOMPASSED BY INSTALLED SHEET PILE TO CONDUCT
CONSTRUCTION ACTIVITIES.
11. A DEWATERING PUMP SHALL BE ONSITE AND USED TO DEWATER THE WORK SITE AS NECESSARY. WATER FROM THE WORK SITE SHALL BE
DISCHARGED TO A SILT BAG (SEE DETAIL ON THIS SHEET).
12. COMPLETE IN -STREAM CONSTRUCTION ACTIVITIES.
13. REMOVE TRAPPED DEBRIS AND SEDIMENT PRIOR TO REMOVING SHEET PILES. RESTORE/REPAIR IMPACTED STREAM AREAS.
14. ONCE CONSTRUCTION IS COMPLETED, CONTRACTOR SHALL STABILIZE WORK AREA AND REMOVE SHEET PILE.
'J
McADAMS
A
PROVIDE SUFFICIENT
SHEET PILE
WIDTH FOR CONSTRUCTION
(TYP)
ACTIVITIES
EXISTING GRADE
(TYP.)
APPROX. 10'
WORK AREA
f _
INSITU SOILS
DEPTHS OF SHEET PILE AND
SUPPORTS TO BE DETERMINED
BY CONTRACTOR AND
GEOTECHNICAL ENGINEER
TEMPORARY SHEET
PILE - SECTION VIEW
0
0
m
0
0
Z
Z
m
m
of
0
0
0
0
0
0
NOTES
1. DETAIL PROVIDED FOR INFORMATIONAL PURPOSES. USE
OF LOG MAT IS AT THE CONTRACTORS DISCRETION.
2. LOG MATS ARE TO HAVE SOLID DECK AND SIDE BOARDS.
3. USE MULTIPLE LOG MATS WHERE NECESSARY TO
ACCOMIDATE EQUIPMENT WIDTH.
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
B
12"X12" +/-
--- ROUGH CUT TIMBER
LENGTH VARIES
B'
SHEET PILE
(TYP.)
WORK AREA
FOR STREAM
RESTORATION
TEMPORARY FLEXIBLE
HOSE (TYP.) ;
DEWATERING PUMP (TYP.) /
SEDIMENT BAG (AS
SHOWN ON SHEET
2C-4)
WORK AREA
FOR GREENWAY
BOARDWALK INSTALLATION
^^ ^ 12"X12" +/^
12"X12" +/-
ROUGH CUT TIMBER
LENGTH VARIES
+/- 108"
EXISTING
CHANNEL
BOLT TIMBERS SIDE BOARD
TOGETHER AS (NP)
NECESSARY f
1. INSPECT LOG MATS DAILY.
2. CONTRACTOR RESPONSIBLE FOR ENSURING LOG MATS ARE PLACED TO PROVIDE ADEQUATE
SUPPORT FOR MACHINERY AND PERSONEL.
3. CONTRACTOR RESPONSIBLE FOR REPLACING OLD OR DAMAGED LOG MATS AS NEEDED.
TIMBER LOG MAT
N.T.S.
CLIENT
PARKS, RECREATION, AND CULTURAL
' % 01
00
RESOURCES
RALEIGH MUNICIPAL BUILDING
222 W. HARGETT STREET
'1
/0
SUITE 600
'
0
RALEIGH, NC 27601
919-996-4798
Raleigh
DAAVID BENDER, PROJECT MANAGER
REVISIONS
NO. DATE
#1 05/01/2023 - 1st Submital to DS
10/27/2023 - 2nd Submital to DS
02/15/2024 - 3rd Submital to DS
TEMPORARY SHEET
PILE - PLAN VIEW
STREAM ENGINEER
SILT BAG STREAM BANK
EXISTING TERRAIN
SILT BAG SLEEVE
FLOW,_
PUMP
DISCHARGE
15.0' TO 20.0'
TIE DOWN STRAP
FILTRATION GEOTEXTILE
8" OF SEDIMENT CONTROL STONE
NOTES:
1, USE NO, 5 OR NO- 57 STONE FOR SEDIMENT CONTROL STONE.
2- PROVIDE STABILIZED OUTLET TO STREAM BANK-
3. WOOD PALLETS MAY BE USED IN LIEU OF STONE AND GEOTEXTILE AS
DIRECTED- A SUFFICIENT NUMBER OF PALLETS MUST BE PROVIDED
TO ELEVATE THE ENTIRE SPECIAL STILLING BASIN ABOVE NATURAL GROUND.
m
cC`n
4. THE SIZE AND NUMBER OF SILT BAGS SHOULD BE BASED ON THE
DEWATERING PUMP AND MANUFACTURER RECOMMENDATIONS-
y
y
5- TIGHTLY SECURE THE PUMP DISCHARGE TO THE SILT BAG SLEEVE WITH A
STRAP OR SIMILAR DEVICE TO PREVENT WATERISEDIMENT FROM LEAKING
G
O
WITHOUT TREATMENT.
//ten
6- CONTROL PUMPING RATE TO PREVENT EXCESSIVE PRESSURE WITHIN THE SILT
BAG IN ACCORDANCE WITH THE MANUFACTURER RECOMMENDATIONS. AS THE
BAG FILL$ WITHIN SEDIMENT, REDUCE THE PUMP RATE.
D^y
7. REPLACE THE SILT BAG WHEN ONE HALF (112) FULL OF SEDIMENT.
4w1
O
8- SILT BAG DEVICE MUST BE? SOFT FROM THE TOP OF THE STREAM BANK
AND WATER MUST BE DISCHARGED IN A DIFFUSE MANNER-
-y
O
NOT TO SCALE
W MAX.
VARIABLE AS DIRECTED BY THE ENGINEER
STEEL POST
PLASTIC OR
WIRE TIES
METAL WIRE FENCEXX TREE PROTECTION AREA
WARNING SIGN
a
MIN. 10 GA. flp NOT ENTER
MIN. 12-112 GA.
M
LINE WIRES
INTERMEDIATE
c�v
FILL SLOPE
WIRES
$"
SILT FENCE FABRIC
MIN
x: INSTALLED TO SECOND
:.
WIRE FROM TOP
GRADE
GRADE
III
LA-77-iII-IC�hI[i-ICI-I��:-.
J-I
I .._.....--
MIN
a-i l'
171
4" NNMIN SILT FENCE GEOTEXTILE FABRIC
1
FRONT VIEW
di -I I f
SIDE
VIEW
PROVIDE WARNING
LANGUAGE IN BOTH
MAINTENANCE: CLEAN OUT AT 50% CAPACITY
ENGLISH AND SPAN ISH,
LIFE OF FENCING: 6-9 MONTHS
ASSHOWN
DO NOT DISTURB TREE CONSERVATION AREAS
40"
SILT FENCE SHOULD NOT BE USED ALONE BELOW
GRADED SLOPES GREATER THAN 10' IN HEIGHT.
TREE PROTECTION AREA
i�
DO NOT ENTER
NOTES:
1. TREE PROTECTION FENCING MUST BE INSTALLED AT A MINIMUM RADIUS OF THE CRITICAL ROOT ZONE
(SEE DETAIL TPP-02 FOR EXAMPLES)
ZONA DIE PROTECCION
C�
2, THE TREE PROTECTION FENCING MUST REMAIN IN PLACE FOR THE DURATION OF THE PROJECT
yy
UNLESS OTHERWISE APPROVED BY URBAN FORESTRY STAFF.
PARA ARBOLES - NO ENTIRE
a
3. APPROVED IMPACT PROTECTION DEVICES MUST BE REMOVED AFTER CONSTRUCTION WHEN APPLICABLE.
4. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50'
Q
ON CENTER FOR THE REMAINDER
WARNING SIGN DETAIL
5, FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTED AREA.
p
6. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
Q y0y
T ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF RALEIGH BASED ON ACTUAL FIELD CONDITIONS.
4
8. SIGNS ARE TO BE MADE OF DURABLE. WEATHERPROOF MATERIAL WITH LETTERS A MINIMUM OF 2 112' HIGH. CLEARLY LEGIBLE
AND SPACED AS SHOWN.
CONTACT INFORMATION:
0
r
9. FLOW SHALL NOT RUN PARALLEL WITH THE FENCE. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
CITY OF RALEIGH PARKS, RECREATION AND
m
^I..I
C" 41
10. SEE INC STATE DEG PRACTICE STANDARDS & SPECIFICATIONS SEDIMENT FENCE SET FOR CONDITIONS WHERE
CULTURAL RESOURCES DEPARTMENT
n 0
x
APPLIES; PLANNING CONSIDERATIONS & DESIGN CRITERIA. I HOWEVER. FLOW SHALL NOT RUN PARALLEL WITH THE TOE
M m
OF THE FENCE.)
URBAN FORESTER:
o
[e-mail]
WWW.RALEIGHNC.GOV
CRABTREE CREEK GREENWAY
BL-0027
LASSITER MILL
LASSITER MILL ROAD TO HERTFORD STREET
100% DRAWING - NOT RELEASED FOR CONSTRUCTION
PLAN INFORMATION
PROJECT NO. RAL-18000
FILENAME RAL18000-SW.dwg
CHECKED BY RAS
DRAWN BY KEG
SCALE 1" = 20'
DATE 02/26/2024
EROSION CONTROL
DETAILS
ECIIIIIIIIIIIIIIIIIIII
36
www.mcadamsco.com

4 X ❑
on
A�
PLAN
OUTLET
W/DITCH
OUTLET W/O DITCH
❑
CLASS 'B' RIP RAP
CLASS I RIP RAP
CLASS 'B' RIP RAP
CLASS I RIP RAP
TONS
TES TILE
S,Y.
TONS
Geo-GEO-
TES TILE
TONS
TES YI LE
S,Y.
TONS
TES TILE
12"
2
5
5
2
5
1
4
2
1
4
15"
2
7
7
3
7
1
5
3
2
6
1$"
3
10
9
4
10
2
7
4
2
8
24"
5
14
15
7
15
3
11
7
4
12
30
8
21
21
11
22
5
16
11
7
17
36
11
28
29
15
30
7
22
16
10
23
42"
15
37
39
20
39
10
28
22
13
30
48
-
49
26
50
-
-
28
17
38
54"
-
-
60
33
62
-
-
36
21
47
60"
-
-
73
40
75
-
-
44
26
56
66"
-
-
87
48
89
-
-
54
32
67
72"
-
-
102
57
104
-
-
64
38
78
NOTE:
FOR CALCULATION PURPOSES _
CLASS 'B' RIP RAP = 100 LB
CLASS I RIP RAP = 105 LB
B
❑ SLOPE 11/2.1 OR FLATTER
r D
H
T
GEOTEXTILE
SECTION A -A
PIPE OUTLET WITH DITCH
H= RIP RAP TO TOP OF PIPE (MAX. H = ❑ + T)
T= 15" CLASS I RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
T= 12" CLASS 'B' RIP RAP, UNLESS OTHERWISE SHOWN ON PLANS
ISOMETRIC VIEW
4 X ❑
SECTION B-B
PIPE OUTLET WITHOUT DITCH
WATTLE BARRIER DETAIL
2 WDGDEN
STAKE
AL
2" �78" WATTLE
iI=II=11=11=11='1=11=11-11=11="=[1=11=11=II=f1=II=11='1=II=II-11=1-
JI=11=11=ll=l111=11=ll=11
���1=11=11=11=11=11=11=11=11=11=11=�Ln=11=t1=11=11=11=11=11--11=11=���`
-II=11=il=ll="=11=II-II=11=-u-n-11=11-n=1LI•-'I1-11-11=11=••-11=11=II=11-a1
I1=11=11=11=n=[1=11=11
'J
L2 FT.
SEE INSET A
FRONT VIEW
CLIENT
The John R. McAdams Company, Inc.
621 Hillsborough Street , % ,e
Suite 500 '
Raleigh, NC 27603 '
/!
phone [phone]
fax [phone]
license number: C-0293, C-187 Raleigh
B
NOTES:
USE MINIMUM 18 IN. NOMINAL DIAMETER EXCELSIOR WATTLE
AND LENGTH OF 10 FT.
EXCAVATE A 2 TO 3 INCH TRENCH FOR WATTLE TO HE PLACED.
DO NOT PLACE WATTLE'S ON TOE OF SLOPE.
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Q
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Q
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Q
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0
H
0
SHEET 1 OF 1
876.02
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL
CROSS SECTION.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
STAKES AT AN ANGLE TO WEDGE WATTLE TO GROUND.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
FOR BREAKS ALONG LARGE SLOPES, USE MAXIMUM SPACING OF 20 FT.
FILL cc
TNICCT ❑
TOE OF FILL
18" WATTLE
2"-3" TRENCH
PSLOPE STAKE
TOP VIEW
PARKS, RECREATION, AND CULTURAL
RESOURCES
RALEIGH MUNICIPAL BUILDING
222 W. HARGETT STREET
SUITE 600
RALEIGH, NC 27601
919-996-4798
CONTACT:
DAVID BENDER, PROJECT MANAGER
❑OWNSLOPE STAKE
REVISIONS
NO. DATE
#1 05/01/2023 - 1st Submittal to DS
#2 11/29/2023 - 2nd Submittal to DS
#3 02/15/2024 - 3rd Submittal to DS
ILIIf11 M �+i
USE CLASS B EROSION CONTROL STONE
FOR STRUCTURAL STONE.
USE NO. 5 OR NO. 57 STONE FOR
SEDIMENT CONTROL STONE.
CONSTRUCT TOP OF BERM A MINIMUM OF
ONE FOOT BELOW THE SHOULDER OR
DIVERSION POINT.
PROVIDE A TOTAL SEDIMENT TRAP
VOLUME OF 3600± CUBIC FEET PER ACRE
OF DISTURBED AREA. SOME OF THE
REQUIRED VOLUME MAY BE PROVIDED
BY UP OR DOWNSTREAM CONTROLS.
DO NOT INSTALL WHEN DEVICE WILL
BE WITHIN 30 FEET OF VEHICULAR
TRAVEL LANE.
A
SEDIMENT CONTRI,�
PLAN
2' MIN.
STRUCTURAL STONE
12" MIN
12" 2' MIN.
I~---i
DIVERSION PRINT r�• r
�9��l�d�IR►��+I�7►��:I�l����1►1:
GREENWAY ENGI RD HYDRAULICS ENG.I�EER
��`• God
Q O�
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8' MIN.
r MIN.
SECTION A -A
-PIPE
A
FLOW
k [�
I +
,f
STRUCTURAL STONE
EARTH BERM
ROADWAY SHOULDER
�12" MIN.
D* FLU
— — — — — — — —A
1
D*-36" PIPE MAX.
PIPE
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SHEET 1 OF 1
1635.01
CRABTREE CREEK GREENWAY
BL-0027
LASSITER MILL
LASSITER MILL ROAD TO HERTFORD STREET
100% DRAWING - NOT RELEASED FOR CONSTRUCTION
PLAN INFORMATION
PROJECT NO. RAL-18000
FILENAME RAL18000_EC1.dwg
CHECKED BY CRM
DRAWN BY EMD
SCALE NTS
DATE 02/26/2024
CITY FILE NO. SPR-0260-2023
www.mcadamsco.com

oot
BUFFER IMPACTS
(THIS SHEET ONLY)
BUFFER ZONE 1 -
GREENWAY
19706 SF, 0.45 AC
BUFFER ZONE 2 -
GREENWAY
10793 SF, 0.25 AC
'J
McADAMS
nor
0
1p0
Js GREENWAY RESURFACING — SEE SHEETS 100
EC-11 AND EC-12 FOR E&SC MEASURES
:SUKrAUNU NU I
)ROJECT BL-0027
oor
FUTURE 100—YR
FLOODPLAIN (TYP.)
STREAM IMPACTS
(THIS SHEET ONLY)
GIS S1
IMPACT B1- BUFFER ZONE 1
GREENWAY: 19706 SF (0.45 AC)
\
FLYTHE, EDWIN E JR
AND AGNES P
PIN 1705169836
DB 007854, PG 00126
TEMPORARY -
540 LF, 3284 SF (0.075 AC)
PERMANENT NO LOSS -
162 LF, 1045 SF (0.024 AC)
PERMANENT -
10 LF, 148 SF (0.003 AC)
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
LIMITS OF PROJECT.
BL-0027
00".
IMPACT B2 - BUFFER ZONE 2
GREENWAY: 2599 SF (0.06 AC)
CLIENT PARKS, RECREATION, AND CULTURAL
�o RESOURCES
00RALEIGH MUNICIPAL BUILDING
0
222 W. HARGETT STREET
SUITE 600
RALEIGH, NC 27601
919-996-4798
Raleigh DAAVID BENDER, PROJECT MANAGER
VK STABILIZATION — SEE SHEET
EC-4 FOR E&SC MEASURES
,BOVE SOIL LIFTS
OF STREAMBANK
NND REMOVAL OF
ASSOCIATED E&SC MEASURES
SILT FENCE (TYP.)
LIMITS OF
DISTURBANCE (TYP.)
SILT FENCE OUTLETS
AT LOW POINTS (TYP.)
°.."����°°° SAFETY RAIL
°°°°ooze 000000°°
(TYP.)
IS
�-
° IS
I
LD
°°°°°
IMPACT S7 - TEMP. IMPACTS
CONSTRUCTION ACCESS
250 LF, 1229 SF (0.028 AC)
TEMPORARY SHEETPILE DIVERSION
APPROXIMATE LOCATION (TYP.)
SEE DETAIL SHEET EC-3B
DEWATERING PUMP
SEE DETAIL SHEET EC-3B
IMPACT S6 - TEMP. IMPACTS
CONSTRUCTION ACCESS
43 LF, 308 SF (0.007 AC)
SEDIMENT FILTER BAG
SEE DETAIL SHEE EC-3B t- ° ° °
M Ax
n /n
IMPACT S4 -TEMP. IMPACTS
CONSTRUCTION ACCESS
242 LF, 1946 SF (0.046 AC)
i A qn ♦ -n ° // /
IMPACT S5 - PERM. IMPACTS - NO LOSS J
STREAM RESTORATION I
133 LF, 935 SF (0.021 AC)
°
°p r
---A
cN
- ore °e
nnn°n nnnn n ` /
° °°°°° —A---
._ °° °°°o A.
6
°
e° <o-o
\
IMPACT S2-PERM. IMPACTS
DIXON, LISA \J C r.... CULVERT
PIN 17051,6877 --o-e o o°°---oo <o °-oo
q 10 LF, 148 SF (0.003 AC)
DB 014('4�, PG 00X 17 ° o ;-� -° °-°°°° --° °o °-° °
IMPACT S3 -TEMP. IMPACTS
IMPACT S1 - PERM. IMPACTS - NO LOSS ° \ —� CONSTRUCTION ACCESS
RIP RAP DISSIPATOR PAD 6� 5 LF, 79 SF (0.002 AC)
29 LF, 110 SF (0.003 AC)
� DEMO EXIST.
N ASPHALT
—L1—
REVISIONS
NO. DATE
#1 05/01/2023 - 1st Submittal to DS
#2 11/29/2023 - 2nd Submittal to DS
#3 02/15/2024 - 3rd Submittal to DS
GREENWAY ENGI R HYDRAULICS ENAEER
SEE PLAN AND PROFILE SHEETS FOR
GREENWAY PAVING, APPROACH SLAB,
AND BOARDWALK INFORMATION
'-')
LAMBETH, WILLIAM A III
AND DIANE E
PIN 1705260564
DB 004320, PG 00111 I
CRABTREE CREEK GREENWAY
BL-0027
LASSITER MILL
LASSITER MILL ROAD TO HERTFORD STREET
NC-GRID-(NAD83)
IMPACT B3 BUFFER ZONE 2
GREENWAY: 8194 SF (0.19 AC)
PROPOSED SIDEWALK AND
CURB AND GUTTER
EXTENSION — SEE PLAN
AND PROFILE SHEETS
GRAPHIC SCALE
0 Is 30 60
1 inch = 30 ft.
100% DRAWING - NOT RELEASED FOR CONSTRUCTION
PLAN INFORMATION
PROJECT NO. RAL-18000
FILENAME RAL18000_EC2.dwg
CHECKED BY CRM
DRAWN BY EMD
SCALE 1" = 30' / 1"=6'
DATE 02/28/2024
CITY FILE NO. SPR-0260-2023
PHASE 2 E&SC PLANS
www.mcadamsco.com

TEMPORARY SHEETPILE DIVERSION
APPROXIMATE LOCATION (TYP.)
SEE DETAIL SHEET EC
J7_
LOCATE AND SECURE
I WATTLES ALONG TOP
OF EXISTING ROCK
I OUTCROPPING I
I DEMO EXISTING
STRUCTURE
I
I
°
° °
a, a, a, a, a, — can a, m al
SS I SS
I IMPACT S7- SEE SHEET EC-5
PROPOSED
w I RETAINING WALL
w —
wl
wlw
IMPACT 131 - SEE SHEET EC-5
N Iti
Q
F— I
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J
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ZIZ
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I
I
I
McADAMS
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
]5
is SILT FENCE AT TOP OF
BANK ALONG BOARDWALK
CONSTRUCTION GIS STREAMBANK
F (TYP-)
SILT FENCE WITH OUTLETS AT
LOW POINTS DOWN SLOPE OF
RET. WALL CONSTRUCTION
1a
° ooj�
°°
Q°°° ° °° °i2°°v
ad°a° V.
ad°
v
°
° ° ° C
cn 1 al
IMPACT 133 - SEE SHEET EC-5
N
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PROPOSED
RETAINING WALL
LIMITS OF
DISTURBANCE (TYP.)
�j 0,
CITY OF RALEIGH DEMO EXISTING
PIN 1705263467 STAIRS AND RAMP
DB 000001, PG 0000
ZIP
IT
T
\
J°
°
al
d N
U
01
NOTE: SEE PLAN AND PROFILE SHEETS
FOR GREENWAY PAVING, APPROACH
SLAB, AND BOARDWALK INFORMATION
-L1-
CLIENT PARKS, RECREATION, AND CULTURAL
�0 RESOURCES
0•RALEIGH MUNICIPAL BUILDING
�
222 W. HARGETT STREET
' ,/ SUITE 600
RALEIGH, NC 27601
919-996-4798
Raleigh DAAVID BENDER, PROJECT MANAGER
REVISIONS
NO. DATE
#1 05/01/2023 - 1st Submittal to DS
#2 11/29/2023 - 2nd Submittal to DS
#3 02/15/2024 - 3rd Submittal to DS
END PROPOSED SIDEWALK
CONSTRUCTION
i
QQ.
1301
NASH, JOHN F
AND LANE T
PIN 1705268315
DB 004102, PG 00923
001
PASCHAL, GEORGE W
AND DELL P
PIN 1705269361
DB 004106, PG 00463
PIMP — �€
M
co
--T-7Z I �
_ t
7
H ERTFOAD STREET
BUFFER IMPACTS STREAM IMPACTS
(THIS SHEET ONLY) (THIS SHEET ONLY)
BUFFER ZONE 1 - TEMPORARY -
GREENWAY NONE
NONE
BUFFER ZONE 2 -
GREENWAY
NONE
GREENWAY ENGI R HYDRAULICS ENAEER
PERMANENT NO LOSS -
NONE
PERMANENT -
NONE
CRABTREE CREEK GREENWAY
BL-0027
LASSITER MILL
LASSITER MILL ROAD TO HERTFORD STREET
I
I
N
I
INC-GRID-(NAD83)
HINTON, CHARLES L III I
AND BETSY W I
PIN 1705361208
DB 003878, PG 00273 I
I
I
I
q
I
I
7/
0
J
SS � SS H� SSI
I
I
I
I
I
I
I
I
I GRAPHIC SCALE
0 15 30 60
I1 inch = 30 ft.
100% DRAWING - NOT RELEASED FOR CONSTRUCTION I
PLAN INFORMATION
PROJECT NO. RAL-18000
FILENAME RAL18000—EC2.dwg
CHECKED BY CRM
DRAWN BY EMD
SCALE 1" = 30' / 1"=6'
DATE 02/26/2024
CITY FILE NO. SPR-0260-2023
PHASE 2 E&SC PLANS
EC-6

McADAMS
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
CLIENT PARKS, RECREATION, AND CULTURAL
�0 RESOURCES
0•RALEIGH MUNICIPAL BUILDING
�
222 W. HARGETT STREET
' ,/ SUITE 600
RALEIGH, NC 27601
919-996-4798
Raleigh DAAVID BENDER, PROJECT MANAGER
\ NC-GRID-(NAD83)
SS
001,
\ \\
IHOWARD, JOSHUA B Ss \\ \\\� \ \
IAND DANA L
------------
PIN 1705363157 /
TIERNEY, OWEN C DB 017197, PG 02281
AND LORETTA W�—
PIN 170, PC 0 5 CAMPBELL, JOSEPH D SPIAND ALIISA C S
DB 016270, PG 00733 \ /
AND KAREN M PIN 1705364130 \ ll
PIN 1705362290 / DB 009379, PG 00161
DB 009379 PG 00153 \\ \\ \ \
�•�\\�\\\\
_ X\�•° \\o \\\ \\\ \ \ \ s
\ H TFORD TREE�F \ \\ \\� �\\ \\\\ 0 \ c \ \
S SS SS SS SS \ \ \ \ \ \
OLI
\ s\ \ \ -rjRAP#IC S A \
REVISIONS
NO. DATE
#1 05/01/2023 - 1st Submittal to DS
#2 11/29/2023 - 2nd Submittal to DS
#3 02/15/2024 - 3rd Submittal to DS
BUFFER IMPACTS
(THIS SHEET ONLY)
BUFFER ZONE 1 -
GREENWAY
NONE
BUFFER ZONE 2 -
GREENWAY
NONE
STREAM IMPACTS
(THIS SHEET ONLY)
TEMPORARY -
NONE
PERMANENT NO LOSS -
NONE
PERMANENT -
NONE
GREENWAY ENGI R HYDRAULICS ENAEER
CRABTREE CREEK GREENWAY
BL-0027
LASSITER MILL
LASSITER MILL ROAD TO HERTFORD STREET
100% DRAWING - NOT RELEASED FOR CONSTRUCTION
PLAN INFORMATION
PROJECT NO. RAL-18000
FILENAME RAL18000_EC2.dwg
CHECKED BY CRM
DRAWN BY EMD
SCALE 1" = 30' / 1"=6'
DATE 02/26/2024
CITY FILE NO. SPR-0260-2023
PHASE 2 E&SC PLANS
EC-7
www.mcadamsco.com

SPIVEY, ROBERT S
/ AND ALISA C
PIN 1705364130
DB 009379, PG 00161
\
\ ° \ \ \ \ � � � \\\\ IMPACT 65 -SEE SHEET EC-10 O)r C PAC' `\
I�i \ M N
GPI \\ � � s� 6�40000
LIMIT5Abtos 11
ISTURBAN TYP.)
1
\0000 1
IMPACT 66 -SEE SHEET EC-10 n , -- �
CREEK EDGE FROM
�\ � LIDAR TYP.
IMPACT B7 - SEE SHEET EC-10
PROPOSED SIDEWALK
AND HANDRAIL ON
\_\EXISTING STRUCTURE \
LIMITS OF DISTURBANCE
ON BRIDGE DECK ONLY
nL
I _
\�\\� IMPACT B4 -BUFFER ZONE 2
GREEWAY: 562 SF (0.01 AC) \\ \\\\
WAKE COUNTY BOARD NOTE: SEE PLAN AND PROFILE SHEETS \\
o FOR GREENWAY PAVING, APPROACH
OF EDUCATION \\
PIN 1705356532 SLAB, AND BOARDWALK INFORMATION
DB 013625, PG 01724
McADAMS
The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
www.mcadamsco.com
BUFFER IMPACTS STREAM IMPACTS
(THIS SHEET ONLY) (THIS SHEET ONLY)
BUFFER ZONE 1 - TEMPORARY -
GREENWAY NONE
NONE
PERMANENT NO LOSS -
BUFFER ZONE 2 - NONE
GREENWAY
562 SF, 0.01 AC PERMANENT -
NONE
CLIENT PARKS, RECREATION, AND CULTURAL
�0 RESOURCES
0•RALEIGH MUNICIPAL BUILDING
�
222 W. HARGETT STREET
' ,/ SUITE 600
RALEIGH, NC 27601
919-996-4798
Raleigh DAAVID BENDER, PROJECT MANAGER
REVISIONS
NO. DATE
#1 05/01/2023 - 1st Submittal to DS
#2 11/29/2023 - 2nd Submittal to DS
#3 02/15/2024 - 3rd Submittal to DS
GREENWAY ENGIrtkR HYDRAULICS ENAEER
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GRAPHIC SCALE
0 is 30 60
5
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— L4 —
CRABTREE CREEK GREENWAY
BL-0027
LASSITER MILL
LASSITER MILL ROAD TO HERTFORD STREET
100% DRAWING - NOT RELEASED FOR CONSTRUCTION I
PLAN INFORMATION
PROJECT NO. RAL-18000
FILENAME RAL18000_EC2.dwg
CHECKED BY CRM
DRAWN BY EMD
SCALE 1" = 30' / 1"=6'
DATE 02/26/2024
CITY FILE NO. SPR-0260-2023
PHASE 2 E&SC PLANS
EC-9

CONSTRUCTION —
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X — CONSTRUCTION \�
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I I I ROCK PIPE INLET
I I I PROTECTION (TYP.)
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The John R. McAdams Company, Inc.
621 Hillsborough Street
Suite 500
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
v °oo
vvvvoppOo �jS
CLIENT PARKS, RECREATION, AND CULTURAL
�0 RESOURCES
00 RALEIGH MUNICIPAL BUILDING
', 0 222 W. HARGETT STREET
' ,/ SUITE 600
RALEIGH, NC 27601
919-996-4798
Raleigh DAAVID BENDER, PROJECT MANAGER
07
07
\0'
RIP RAP OUTLET
PROTECTION - SEE
STORMWATER SHEETS
SILT FENCE OUTLETS / \
AT LOW POINTS (TYP.)
SILT FENCE (TYP.)
LIMITS OF NOTE: SEE PLAN AND PROFILE S TS
DISTURBANCE (TYP.) FOR GREENWAY PAVING, A�PROACH
SLAB, AND BOARDWALK INFORMATION
REVISIONS
NO. DATE
#1 05/01/2023 - 1st Submittal to DS
#2 11/29/2023 - 2nd Submittal to DS
#3 02/15/2024 - 3rd Submittal to DS
- L4 -
■■■■■■■■
GREENWAY ENGI4kR HYDRAULICS ENAEER
OAF O��O
/
G PHIC SCALE
0 30 60
�1 inch = 30 ft.
J
CRABTREE CREEK GREENWAY
BL-0027
LASSITER MILL
LASSITER MILL ROAD TO HERTFORD STREET
STREAM IMPACTS
(THIS SHEET ONLY) 1�I
— NC-GRID-(NAD83)
TEMPORARY
NONE
PERMANENT NO LOSS -
NONE
PERMANENT -
NONE
- Y2 -
100% DRAWING - NOT RELEASED FOR CONSTRUCTION
PLAN INFORMATION
PROJECT NO. RAL-18000
FILENAME RAL18000_EC2.dwg
CHECKED BY CRM
DRAWN BY EMD
SCALE 1" = 30' / 1"=6'
DATE 02/26/2024
CITY FILE NO. SPR-0260-2023
PHASE 2 E&SC PLANS
C-10
www.mcadamsco.com

GENERAL NOTES:
GENERAL NOTES:
1. FOOTER BOULDERS SHOULD BE FLAT AND RECTANGULAR AND PROVIDE AN EVEN SURFACE FOR STACKING.
2. BOULDERS SHALL BE ANGULAR, FLAT, OR CUBED ROCK. INDIVIDUAL ROCK FRAGMENTS SHALL BE DENSE, SOUND,
AND FREE FROM CRACKS, SEAMS OR OTHER DEFECTS CONDUCIVE TO ACCELERATED WEATHERING. NO CONCRETE,
MAN-MADE ROCKS, OR SOFT ROCKS SHALL BE USED FOR THE CONSTRUCTION OF THE BOULDER TOE REVETMENT.
3. FOOTINGS SHOULD BE LEVEL. THE LONGEST AXIS OF THE BOULDER SHOULD BE ORIENTED AT A NEAR VERTICAL
ANGLE.
4. BOULDERS SHALL BE PLACED BY MECHANICAL OR OTHER ACCEPTABLE METHODS, MINIMIZING VOIDS. THE BOULDERS
SHALL BE PLACED TO FORM A NEAT AND UNIFORM SURFACE AREA. NO MORTAR IS PERMITTED.
6. COMPACTED FILL MATERIAL SHALL BE CONSIDERED SUITABLE SOIL MATERIAL, FREE OF ROOTS, STICKS, ROCKS,
BRUSH, LITTER AND OTHER OBJECTIONABLE MATERIAL.
7. NO SIGNIFICANT VOIDS SHOULD EXIST BETWEEN ADJOINING FOOTER AND TOP ROCK. IN ORDER TO PREVENT PIPING
OF WATER THROUGH STRUCTURE ROCKS, THE CONTRACTOR SHALL CHINK BY HAND OR EQUIPMENT ALL
UNDESIRABLE VOIDS WITH SMALLER ROCKS SUCH AS ANY EXISTING STREAMBED MATERIAL OR SPECIFIED
SUBSTRATE.
CONSTRUCTION GUIDELINES:
1. ALL EROSION AND SEDIMENT CONTROL DEVICES SHOULD BE INSTALLED IN ACCORDANCE WITH THE
APPROVED EROSION CONTROL PLAN.
2. CHANNEL FLOW SHOULD BE DIVERTED AWAY FROM THE WORK AREA IN ACCORDANCE WITH THE
APPROVED EROSION CONTROL PLAN AND SITE SHOULD BE DEWATERED.
3. LOOSE MATERIAL AT THE TOE OF THE EMBANKMENT SHOULD BE EXCAVATED UNTIL ASTABLE
FOUNDATION IS REACHED.
4. EXCAVATE THE STREAM BANK UNTIL A STABLE SLOPE ANGLE IS ACHIEVED. THE SUBGRADE SHOULD
BE SMOOTH, FIRM, AND FREE FROM PROTRUDING OBJECTS OR VOIDS THAT WOULD EFFECT THE
PROPER POSITIONING OF THE FIRST LAYER OF STONES AND FILTER FABRIC. REMOVE ROOTS, TWIGS,
AND OTHER DEBRIS IN BOULDER TOE EXCAVATION LIMITS.
5. PLACE NON WOVEN GEOTEXTILE FILTER FABRIC LOOSELY AND EVENLY ON PREPARED FILL SLOPE
AND SECURE WITH STAPLES 2 FEET ON -CENTER MAXIMUM. RETAIN A SUITABLE LENGTH OF NON
WOVEN GEOTEXTILE FABRIC TO CONTINUE 12" PAST THE FOOTER ROCK. ADJACENT STRIPS SHOULD
OVERLAP 12 INCHES AND BE STAPLED ON 12 INCH CENTERS. UPSTREAM OR UPSLOPE FILTER FABRIC
SHOULD ALWAYS BE PLACED OVER THE DOWNSTREAM OR DOWNSLOPE FILTER FABRIC. IF THE
FILTER FABRIC IS TORN OR DAMAGED DURING CONSTRUCTION, IT SHOULD BE REPAIRED OR
REPLACED. STAPLES SHALL BE 0.125 INCHES DIAMETER NEW STEEL WIRE FORMED INTO A "U"
SHAPE NOT LESS THAN 6 INCHES IN LENGTH WITH A THROAT OF 1 INCH WIDTH.
6. FOOTER ROCKS SHALL BE PLACED INDIVIDUALLY AND KEYED INTO THE CHANNEL, BED, STREAM
BANK AS SHOWN IN THE DETAIL. THE TOP ROCKS OF THESE STRUCTURES SHALL BE PLACED
LINEARLY, WITH TIGHT AND CONTIGUOUS SURFACE CONTACT WITH ADJACENT ROCK. ENSURE THE
ROCKS ARE STACKED SO THE PLACED STONE RESTS ON TWO STONES IN THE TIER BELOW IT. HEADER
BOULDERS SHOULD BE SET SLIGHTLY BACK FROM FOOTER BOULDERS SUCH THAT PART OF THE
HEADER BOULDER IS RESTING ON THE POROUS BACKFILL.
7. PLACEMENT OF COARSE BACKFILL SHOULD OCCUR CONCURRENTLY WITH THE PLACEMENT OF EACH
CONSECUTIVE ROCK LAYER. THE BACKFILL SLOPE ANGLE SHOULD BE 2H:1V OR FLATTER BUT
SHOULD ALWAYS PROVIDE AT MINIMUM POSITIVE DRAINAGE.
8. IF GEOTEXTILE IS PUNCTURED DURING BOULDER PLACEMENT, THE BOULDERS SHALL BE FULLY
REMOVED FOR AT LEAST THREE FEET OUTSIDE THE LIMITS OF THE FABRIC PUNCTURE AND A NEW
GEOTEXTILE PATCH WITH MINIMUM OVERLAP SHALL BE SECURELY FASTENED OVER THE PUNCTURE
WITH SECURING PINS.
NOTES:
1. AN EROSION CONTROL BLANKET SHALL BE USED TO STABILIZE THE NEWLY CONSTRUCTED
CHANNEL FROM THE TOP OF BANK TO TOE OF SLOPE AND SHALL BE 100%
BIODEGRADABLE.
2. THE CHANNEL SIDE SLOPES SHALL BE FINE GRADED, SEEDED, FERTILIZED, AND LIMED
PRIOR TO INSTALLING THE EROSION CONTROL BLANKET. REMOVE ROOTS, TWIGS, AND
OTHER DEBRIS WHICH WOULD CAUSE BULGES IN THE MATTING AS WELL AS PREVENT THE
MATTING FROM BEING LAID FLUSH TO THE FINISHED SURFACE.
3. KEY -IN EDGES OF MATTING A MINIMUM OF 6 INCHES INTO FINISHED GRADE. LAY
MATTING SHINGLED DOWNSTREAM TO UPSTREAM, OVERLAPPING AT EDGES A MINIMUM
OF 1 FOOT.
4. INSTALL STAKES TO ENSURE GOOD GROUND CONTACT OF THE MATTING TO WITHSTAND
MEDIUM TO HIGH FLOWS. STAKES SHALL BE 100% BIODEGRADABLE AND INSTALLED PER
THE MANUFACTURER'S SPECIFICATIONS INCLUDING, BUT NOT LIMITED TO, THE
MANUFACTURER'S RECOMMENDED DENSITY AND PATTERN.
5. KEY -IN EDGES OF MATTING A MINIMUM OF 6 INCHES, PARTICULARLY NEAR RESTORATION
STRUCTURES, BOULDERS, LOGS, ETC. CHECK MATTING FOR LOOSE ENDS, FLAPS, OR OTHER
WEAKNESSES OR DAMAGE WHICH MAY CAUSE IT TO BECOME LOOSE UNDER FLOW
CONDITIONS.
6. FIELD ADJUSTMENTS TO MATTING LOCATION MAY BE MADE AT THE DISCRETION OF THE
ENGINEER.
7. THE EROSION CONTROL BLANKET SHALL CONSIST OF A MACHINE -PRODUCED BLANKET
MADE OF COCONUT FIBER AND BE EQUIVALENT OR BETTER THAN THE FOLLOWING
SPECIFICATION. SOIL STABILIZATION MATTING WHICH USES PLASTICS, METALS, OR OTHER
MAN-MADE MATERIALS IN THE CONSTRUCTION OF THE MATERIAL WILL NOT BE
PERMITTED.
WEIGHT = 20.3 OZ/SY
TENSILE STRENGTH DRY (ASTM D 4595) = 1512 LBS/FT MACHINE DIRECTION
1032 LBS/FT CROSS DIRECTION
TENSILE STRENGTH WET (ASTM D 4595) = 924 LBS/FT MACHINE DIRECTION
684 LBS/FT CROSS DIRECTION
ELONGATION FAILURE WET (ASTM D 4595) = 69% MACHINE DIRECTION
34% CROSS DIRECTION
OPEN AREA = 50%
RECOMMENDED SHEAR STRESS = 4.5 LBS/SQ.FT.
RECOMMENDED FLOW = 12 FT/S
RECOMMENDED SLOPE </= 1:1
'J
McADAMS
The John R. McAdams Company, Inc.
One Glenwood Avenue
Suite 201
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
6" MIN
TOPSOIL (TYP.)
MIN. 2.5-FT
BOULDERS
LIVE STAKES
(SEE DETAIL SHEET 2C-7)
EXISTING GRADE
f 7
(TYP.)
INSITU SOILS
COMPACTED SUITABLE
FILL MATERIAL
(SEE GENERAL NOTE 6)
BASEFLOW NON WOVEN GEO-TEXTILE
FABRIC (TYP.)
EXISTING GRADE
TYP.
1MI N
COARSE BACKFILL COMPOSED
'
__j ....... ................
- OF AASHTO N0. 57 STONE
J` (MAX OF 5% FINES)
STREAM BED
EXCAVATION LIMITS
(TYP.)
EMBED FOOTER BOULDERS
(MINIMUM 1')
NON WOVEN GEOTEXTILE
FABRIC TO EXTEND MIN.
12" PAST FOOTER ROCK
SECTION VIEW
BOULDER TOE REVETMENT
N.T.S.
BLANKET
KEYED 6" MIN
OVERLAP ROLL EDGES
1 FOOT MINIMUM (TYP.)
BANKFULL STAGE
1' MIN
FI I
1II I -
EROSION CONTROL BLANKET
BLANKET KEYED 6" MIN
CROSS-SECTION VIEW
6 INCH DEEP (MIN.) �+
KEY IN TRENCH + + +
+ + + + +
+ + + + +
+ + + + 0
+ + + + O +
+ + + + +
+ + + + + +
PREPARED SLOPE + + + +
WITH SEED IN PLACE +++++
(TYP.) +
EROSION CONTROL BLANKET DETAILS
N.T.S.
+ + + + + +
+ + + + +
SLOPE APPLICATION ISOMETRIC VIEW
CLIENT
PARKS, RECREATION, AND CULTURAL
%
,0
RESOURCES
RALEIGH MUNICIPAL BUILDING
,
222 W. HARGETT STREET
0'1
1f
SUITE 600
'
RALEIGH, NC 27601
919-996-4798
Raleigh
DAAVID BENDER, PROJECT MANAGER
REVISIONS
NO. DATE
FILL MAT VOIDS
IF SPECIFIED
6 IN MIN. OVERLAP
AT ROLL END (TYP.)
STREAM ENGINEER
xref AAA.. A..
1. DO NOT EXCEED A 2H:1V SLOPE FOR SOIL LIFTS
2. MAXIMUM LIFT THICKNESS 12", MINIMUM, 6".
3. KEY -IN AND OVERLAP LIFTS A MINIMUM OF 1'.
4. EACH SOIL LIFT WILL BE SECURELY STAKED AND KEYED INTO THE EXISTING BANK.
5. WOODEN STAKES SHALL BE DESIGNED TO SAFELY AND EFFECTIVELY SECURE EROSION CONTROL BLANKETS, COIR
LOGS, FASCINES, AND OTHER BIOENGINEERED STRUCTURES FOR TEMPORARY OR PERMANENT APPLICATIONS.
6. SOIL LIFT FILL MATERIAL SHALL BE TOPSOIL OR 50 PERCENT MIX OF TOPSOIL AND SUITABLE SOIL MATERIAL AS
DETERMINED BY THE DESIGN ENGINEER. ALL FILL MATERIAL SHALL BE FREE OF ROOTS, STICKS, ROCKS, BRUSH, LITTER
AND OTHER OBJECTIONABLE MATERIAL.
7. LIVE CUTTINGS SHALL MEET ALL OF THE SPECIFICATIONS STATED IN THE LIVE STAKES DETAIL (SHEET 2C-7) EXCEPT
THAT LIMBS SHALL REMAIN ON THE SIDES OF THE CUTTING IN THIS APPLICATION. THE LIVE BRANCHES SHOULD BE
RELATIVELY STRAIGHT, WITH NO VISIBLE SIGNS OF DISEASE, DAMAGE OR DEFORMITY.
CONSTRUCTION GUIDELINES:
1. INSTALL SUBGRADE GRADING AND BOULDER TOE TO FINISHED ELEVATIONS, REMOVING ROOTS,
TWIGS, AND OTHER DEBRIS WHICH WOULD PREVENT THE MATTING FROM BEING LAID FLUSH TO
THE FINISHED SURFACE.
2. PLACE EROSION CONTROL BLANKET ON TOP OF THE SUBGRADE/BOULDER TOE PERPENDICULAR TO
THE DIRECTION OF STREAM FLOW. RETAIN A SUITABLE LENGTH OF EROSION CONTROL BLANKET TO
CONTINUE MATTING UPTHE SLOPE. INSTALL THE EROSION CONTROL BLANKET SUCH THAT THE
UPSTREAM SIDE WILL BE ON TOP AND WILL OVERLAP THE DOWNSTREAM SIDE BY AT LEAST ONE
FOOT AS NECESSARY TO COVER THE LONGITUDINAL LENGTH REQUIRED.
3. PLACE SALVAGED AND/OR FURNISHED TOPSOIL UPON EROSION CONTROL BLANKET TO
APPROPRIATE GRADE ELEVATION AND BANK SLOPE. PLACE SELECT FILL TO A VERTICAL DEPTH OF 12
INCHES AND MINIMUM OF 4 FEET IN LENGTH. TAMP SOIL FIRMLY.
4. APPLY PERMANENT SEED TO TOPSOIL IN ACCORDANCE WITH PLANTING SCHEDULES, SEED MIXES,
AND PLANTING AS DESIGNED AND AS SPECIFIED. SEED MIXTURE TO BE APPLIED TO FRONT PORTION
OF LIFT THAT WILL BE LEFT EXPOSED.
5. ENCAPSULATE THE TOPSOIL WITH UNBURIED LENGTH OF EROSION CONTROL BLANKET TO COVER
THE LIFT. FASTEN EROSION CONTROL BLANKET WITH WOODEN STAKES. HANDLE THE FABRIC AND
SOIL MATERIALS IN A MANNER THAT DOES NOT DAMAGE THE MATTING OR DEPOSIT SOIL
MATERIAL IN THE STREAM CHANNEL. REPAIRS AND FABRIC REPLACEMENT ARE THE RESPONSIBILITY
OF THE CONTRACTOR.
6. AFTER SOIL LIFT IS COMPLETED, THE LIVE CUTTINGS SHALL BE CRISS-CROSSED ON TOP OF THE LIFT
AT 8 TO 12 BRANCHES PER LINEAR FOOT ALONG THE STREAM BANK. THE BASAL END OF THE
BRANCHES SHOULD EXTEND AT LEAST 1 FOOT PAST THE BACK OF THE SOIL LIFT, AGAINST THE BACK
OF THE EXCAVATION. NO MORE THAN 6 INCHES OF THE BUDDING END OF THE LIVE BRANCH
SHOULD EXTEND PAST THE FRONT OR FINISHED FACE OF THE SOIL LIFT. ORIENT THE BRANCHES SO
THE EXPOSED PORTIONS HAVE THEIR BUDS FACING UPWARDS AND REMOVE THE TERMINAL BUD
TO PROMOTE ROOT AND STEM DEVELOPMENT.
7. COVER THE LIVE BRANCHES WITH TOPSOIL TO CREATE AN EVEN SURFACE FOR THE CONSTRUCTION
OF THE NEXT LIFT.
8. REPEAT TO FORM UNTIL A MINIMUM 3 SOIL LIFTS HAVE BEEN CREATED AT A SLOPE NO STEEPER
THAN 2H:1V.
9. INSTALL LIVE STAKES IN FINISHED SLOPE AND/OR APPROVED PLANTING PLAN.
LIVE CUTTINGS
(SEE GENERAL
NOTE 7)
SOIL LIFTS
MAX HEIGHT 12"
INSTALL EROSION CONTROL BLANKET IN -
6" TRENCH, ANCHOR WITH WOODEN STAKE
(PREFERRED) OR STAPLE, BACKFILL, AND
COMPACT. RESTORE DISTURBED AREA WITH
TOPSOIL, SEEDING, AND PLANTING
ESTABLISHED PERMANENT SEEDING
(SEE SHEET 2C-8)
EROSION CONTROL -
BLANKET (SEE DETAIL)
TOPSOIL OR 50% MIX
(SEE NOTES)
+ + + + +
+ + + + + 2
+ + +
+ + + + + + +
+S ,r-7 v +/+ �+ + + �+
SOIL LIFTS DETAIL
N.T.S.
LIVE STAKES
(SEE SHEET 2C-7)
EXISTING
GRADE (TYP.)
A r 7 7 I�
INSITU SOILS
+ + + + + + +
+ + + + + +
+ + + + + + +
MIN = 4-FT
WOODEN STAKE
SECTION VIEW
NOTE: GEOTEXTILE FABRIC (NON -WOVEN) FOR THE BOULDER TOE REVETMENT SHALL CONFORM TO THE FOLLOWING
SPECIFICATIONS.
MECHANICAL PROPERTIES
TEST METHOD
UNIT
MINIMUM AVERAGE ROLL
VALUE
MD
CD
GRAB TENSILE STRENGTH
ASTM D 4632
N (Ibs)
912 (205)
912 (205)
GRAB TENSILE ELONGATION
ASTM D 4632
%
50
50
TRAPEZOID TEAR STRENGTH
ASTM D 4533
N (Ibs)
356 (80)
356 (80)
CBR PUNCTURE STRENGTH
ASTM D 6241
N (Ibs)
2225 (500)
APPARENT OPENING SIZE (AOS)i
ASTM D 4751
mm (U.S. SIEVE)
0.18 (80)
PERMITTIVITY
ASTM D 4491
sec -1
1.1
FLOW RATE
ASTM D 4491
I/min/m2 (gal/min/ft2)
3870 (95)
UV RESISTANCE (AT 500 HOURS)
ASTM D 4355
% STRENGTH RETAINED
70
'ASTM D 4751: ADS IS A MAXIMUM OPENING DIAMETER VALUE
PHYSICAL PROPERTIES
TEST METHOD
UNIT
TYPICAL VALUE
WEIGHT
ASTM D 5261
g/m: (oz/yd')
271 (8.0)
THICKNESS
ASTM D 5199
mm (mils)
1.8 (72)
ROLL DIMENSIONS (WIDTH X LENGTH)
-
ft
12.5 X 360
15 X 300
ROLL AREA
-
m2 (yd2)
418 (500)
ESTIMATED ROLL WEIGHT
-
kg (Ib)
120 (265)
NON -WOVEN GEOTEXTILE FABRIC
MATERIAL SPECIFICATIONS
RABTREE CREEK GREENWAY
BL-0027
LASSITER MILL
LASSITER MILL ROAD TO HERTFORD STREET
90% DRAWING - NOT RELEASED FOR CONSTRUCTION
PLAN INFORMATION
PROJECT NO. RAL-18000
FILENAME RAL18000-SW.dwg
CHECKED BY RAS
DRAWN BY KEG
SCALE N.T.S.
DATE 08.11.2021
STREAM DETAILS
www.mcadamsco.com

0
N
a
N
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N
N
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LEGEND
r L7_ 7LL11
_LLLLLLLLLLI
_LLLLLLLLLLI SOIL LIFTS AREA = 489 SF
L _LLLLLLLLLLL J
I j `LI i Ij LJ
LIVE STAKES AREA = 292 SF
W W W W
HERBACEOUS PLUGS AREA = 656 SF
W W W W W
McADAMS
The John R. McAdams Company, Inc.
One Glenwood Avenue
Suite 201
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
N
GRAPHIC SCALE
0 5 10 20
1 inch = 10 ft.
CLIENT
PARKS, RECREATION, AND CULTURAL
%
,
RESOURCES
0
RALEIGH MUNICIPAL BUILDING
,
222 W. HARGETT STREET
'1
�0
SUITE 600
'
0
RALEIGH, NC 27601
919-996-4798
Raleigh
DAAVID BENDER, PROJECT MANAGER
-2
0
LANDSCAPE PLAN
ill = 10'
REVISIONS
NO. DATE
STREAM ENGINEER
xref ..�..�..�..�..�..
A \ f
NOTES:
1. AREAS NOTED AS LIVE STAKES WITHIN THE PLANTING ZONE SHALL BE PLANTED WITH SILKY DOGWOOD (CORNUS AMOMUM), SILKY
WILLOW (SALIX SERICEA), AND BLACK WILLOW (SALIX NIGRA).
2. ONE LIVE STAKE SPECIES PER LIVE STAKE AREA. ALTERNATE SPECIES PER LIVE STAKE AREA.
3. ALL LIVE STAKES SHALL BE DORMANT ATTIME OF ACQUISITION AND PLANTING.
4. LIVE STAKES SHALL BE 1/2-2" IN DIAMETER. LIVE STAKES SHALL ALSO BE 2 - 4 FEET IN LENGTH.
5. DURING PREPARATION, THE BASAL ENDS OF THE LIVE STAKES SHALL BE CLEANLY CUT AT AN ANGLE TO FACILITATE EASY INSERTION INTO
THE SOIL, WHILE THE TOPS SHALL BE CUT SQUARE OR BLUNT FOR TAMPING. ALL LIMBS SHALL BE REMOVED FROM THE SIDES OF THE LIVE
CUTTING PRIOR TO INSTALLATION.
6. CUTTINGS FOR LIVE STAKES SHALL BE HARVESTED IN A MANNER SUCH THATTHEY ARE CUT, IMMEDIATELY PUT INTO WATER TO BE SOAKED
FOR 10 DAYS, AND THEN PLANTED IMMEDIATELY AFTER THE 10 DAYS ARE COMPLETED. CUTTINGS SHALL REMAIN WET UNTILTHEY ARE
PLANTED. OUTSIDE STORAGE LOCATIONS SHOULD BE CONTINUALLY SHADED AND PROTECTED FROM WIND AND DIRECT SUNLIGHT.
7. LIVE STAKES SHALL BE TAMPED AT AN ANGLE INTO THE GROUND SURFACE WITH A DEAD BLOW HAMMER, WITH BUDS ORIENTED IN AN
UPWARD DIRECTION. STAKES SHOULD BE TAMPED UNTIL APPROXIMATELY 3/4 OF THE STAKE LENGTH IS WITHIN THE GROUND. ANY
STAKES THAT ARE SPLIT OR DAMAGED DURING INSTALLATION SHALL BE REMOVED AND REPLACED.
8. THE AREA AROUND EACH LIVE STAKE SHALL BE COMPACTED BY FOOT AFTER THE LIVE STAKE HAS BEEN INSTALLED.
9. ONE TO TWO INCHES SHALL BE CUT CLEANLY OFF OF THE TOP OF EACH LIVE STAKE (WITH LOPPERS) AT AN ANGLE OF APPROXIMATELY 15
DEGREES FOLLOWING INSTALLATION.
RABTREE CREEK GREENWAY
BL-0027
LASSITER MILL
LASSITER MILL ROAD TO HERTFORD STREET
CHAN
LIVE STAKE DETAIL
N.T.S.
90% DRAWING - NOT RELEASED FOR CONSTRUCTION
PLAN INFORMATION
PROJECT NO. RAL-18000
FILENAME RAL18000-SW.dwg
CHECKED BY RAS
DRAWN BY KEG
SCALE 1" = 20'
DATE 08.11.2021
PLANTING PLAN
C-7
www.mcadamsco.com

PLANTING INSTRUCTIONS:
GENERAL NOTES:
1. ALL NEUSE BUFFER AREAS WITHIN THE LIMITS OF DISTURBANCE TO BE SEEDED TO SPECIFICATIONS ON THIS SHEET
UNLESS OTHERWISE NOTED.
2. ALL AREAS OUTSIDE OF THE LIMITS OF DISTURBANCE TO REMAIN IN THEIR NATURAL CONDITION.
SEQUENCE OF PLANTING EVENTS:
THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING GENERAL SEQUENCE OF CONSTRUCTION:
1. SET UP STAGING AREAS AND ACCESS ROADS. INSTALL CONSTRUCTION ENTRANCES, SILT FENCE, AND SILT FENCE
OUTLETS (AS REQUIRED). SEE EROSION AND SEDIMENT CONTROL PLAN DETAILS FOR ADDITIONAL INSTRUCTIONS.
2. CONTRACTOR TO STOCKPILE AND STAGE MATERIALS ONLY AT THE LOCATIONS SHOWN ON THE PLANS UNLESS
OTHERWISE APPROVED BY THE DESIGNER. NO WASTE STOCKPILING IS ALLOWED. ALL WASTE MATERIALS MUST BE
REMOVED FROM THE FLOODPLAIN AND THE PROJECT SITE.
3. PREPARE PLANTING AREAS AS NEEDED. APPLY TEMPORARY OR PERMANENT SEED. SEE PLANTING NOTES AND SEEDING
NOTES THIS SHEET FOR ADDITIONAL INSTRUCTIONS.
4. PLANT SITE ACCORDING TO THE PLANTING SPECIFICATIONS.
5. IN SEEDED AREAS, TO LIMIT EROSION POTENTIAL, THE CONTRACTOR SHALL LIMIT SUB -GRADE AND FINISH GRADE
PREPARATION TO AREAS THAT WILL BE PLANTED IMMEDIATELY. PREPARED AREAS SHALL BE MOISTENED PRIOR TO
SEEDING WHEN THE SOIL IS DRY, BUT CARE SHALL BE TAKEN TO NOT CREATE MUDDY CONDITIONS.
6. COMPLETE ALL FINAL SITE WORK NECESSARY TO COMPLETE THE PROJECT.
PLANTING NOTES:
1. THE PLANTING STOCK SHALL BE GROWN WITHIN THE PIEDMONT REGION BY NURSERIES WITHIN 200 MILES OF THE
PROJECT SITE. THE SEED SOURCES FOR THE PLANT MATERIAL SHALL ALSO BE FROM THE PIEDMONT REGION AND SHALL
BE OBTAINED WITHIN 200 MILES OF THE PROJECT SITE. PLANT STOCK AND SEED MIXES MAY BE USED FROM NURSERIES
BEYOND THE 200 MILE LIMIT WITH THE APPROVAL OF THE DESIGNER.
2. THE CONTRACTOR (I.E. PLANTING SUPERVISOR) INSTALLING THE VEGETATION SHALL HAVE ONE OF THE FOLLOWING
QUALIFICATIONS / CERTIFICATIONS: CERTIFIED LANDSCAPE TECHNICIAN, CERTIFIED PLANT PROFESSIONAL, REGISTERED
FORESTER, REGISTERED LANDSCAPE CONTRACTOR, OR CERTIFIED NURSERYMEN.
3. THE CONTRACTOR (I.E. PLANTING SUPERVISOR) WILL BE RESPONSIBLE FOR MANAGING ALLACTIVITIES INVOLVING
PERMANENT PLANTING, INCLUDING BUT NOT LIMITEDTO THE FOLLOWING: SITE PREPARATION FOR PLANTING, SEEDLING
HANDLING AND STORAGE, PLANTING OPERATIONS, QUALITY CONTROL INSPECTIONS, AND MANAGING PLANT
COMPETITION.
4. THE PLANTING PERIOD FOR THIS PROJECT SHALL OCCUR IN THE FALL OR WINTER (IF THE GROUND IS NOT FROZEN).
PLEASE NOTE PLANTING SHALL NOTTAKE PLACE IF ANY OF THE FOLLOWING OCCUR: (1) THE TEMPERATURE IS BELOW
32°F, (2) THE SOILTO BE EXCAVATED FOR THE PLANT HOLE IS FROZEN, OR (3) THE SOILTO BE USED FOR BACKFILLING IS
FROZEN OR TOO WET.
5. FOR ALL PLANTED MATERIAL (BARE ROOT / CONTAINERIZED SEEDLINGS, LIVE STAKES AND PERMANENT SEEDING) THE
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING (I.E. A WARRANTY) AN 80% SURVIVAL RATE FOR THE DURATION
OF THE FIRST YEAR MONITORING PERIOD. ANY COSTS ASSOCIATED WITH REPLACING PERMANENT PLANTINGS THAT DO
NOT SURVIVE THE FIRST YEAR SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. PLEASE NOTE THE ONE-YEAR
MONITORING PERIOD BEGINS UPON ACCEPTANCE OF THE PERMANENT PLANTINGS BY THE DESIGNER. AT THE END OF
THE FIRST YEAR MONITORING PERIOD, AN ON -SITE INSPECTION WILL BE CONDUCTED BETWEEN THE CONTRACTOR AND
DESIGNER. AT THAT TIME, THE CONTRACTOR WILL BE DIRECTED ACCORDINGLY ON REPLACEMENT OF ANY NECESSARY
PLANTINGS.
6. THE ONE-YEAR WARRANTY SHALL INCLUDE MORTALITY AND POOR GROWTH DEFECTS, BUT SHALL NOT INCLUDE DEFECTS
RESULTING FROM ABUSE BY OTHER PARTIES AND ABNORMAL WEATHER CONDITIONS. PLEASE NOTE THE 80% SURVIVAL
RATE IS A MINIMUM STANDARD AND THE CONTRACTOR MAY PROVIDE ADDITIONAL MEASURES THEY DETERMINE WILL
BE BENEFICIAL TO PLANT SURVIVABILITY. ANY ADDITIONAL MEASURES WILL BE CONSIDERED PART OF THE 80% SURVIVAL
CLAUSE AND WILL NOT CONSTITUTE A CHANGE ORDER. THIS MAY INCLUDE, BUT IS NOT LIMITED TO, SOIL AMENDMENTS,
IRRIGATION, AND MULCH.
7. AT THE CONTRACTOR'S DISCRETION, THE PROPAGATION METHOD LISTED FOR EACH PLANT MAY BE ALTERED IF IT IS
LIKELY TO IMPROVE SURVIVABILITY. THIS WILL BE SOLELY AT THE CONTRACTOR'S DISCRETION AND WILLTHEREFORE NOT
BE CONSIDERED A CHANGE ORDER. ALSO, NO CHANGE IN THE PLANTING DENSITY WILL BE GIVEN.
8. THE CORRECT SPACING OF VEGETATION WITHIN THE PLANTING ZONE SHOULD BE CHECKED BY THE PLANTING
SUPERVISOR ON A REGULAR BASIS.
PLANT DISTRIBUTION NOTES:
1. PLANT SPACING SHALL BE BASED ON A 2' X 2' GRID. THIS SPACING REFERS TO PLANTING THE PLANTS EACH 2 FEET APART
FROM EACH OTHER IN ALL DIRECTIONS. THIS SPACING DOES NOT RELATE TO PLANTING DISTANCE AT THE ZONE
BOUNDARY.
2. PLANT DISTRIBUTION SHALL BE RANDOM AND IS DEFINED AS FOLLOWS: RANDOM DISTRIBUTION - TAKE ALL PLANTS AND
MIX THE PLANTS SO THAT THEY ARE ALL PLANTED RANDOMLY. IF DONE PROPERLY, SOMETIMES TWO OR MORE OF THE
SAME SPECIES WILL BE PLANTED ADJACENT TO EACH OTHER AND OTHER TIMES THERE MAY ONLY BE ONE PLANT OF A
SPECIES COMPLETELY SURROUNDED BY ONE OR MORE OTHER SPECIES. THE PLANTING CONTRACTOR SHALL ALSO
RANDOMLY DISTRIBUTE CONTAINERIZED AND BARE ROOT/ TUBLING PLANTINGS. IN GENERAL, 50% OF EACH PLANTING
ZONE SHALL BE CONTAINERIZED PLANTINGS AND 50% SHALL BE BARE ROOT / TUBLING PLANTINGS.
3. THE FIRST PLANTING ROW SHOULD BEGIN % OF THE PLANTING DISTANCE IN FROM THE OUTER EDGE OF THE PLANTING
ZONE. THE ENTIRE ZONE SHALL BE PLANTED FULLY AT THE DESIGNATED SPACING. THE PLANTING ZONE IS TO BE
PLANTED TO WITHIN % THE DESIGNATED PLANT SPACING DISTANCE FROM ANY EDGE OF THE ZONE. IN ALL CASES,
PLANTS SHALL BE PLANTED UNTIL PLANTS ARE PLACED TO WITHIN A MAXIMUM OF %4 OF THE PLANT SPACING DISTANCE
FROM THE EDGE OF THE PLANTING ZONE.
4. THE CORRECT SPACING OF VEGETATION WITHIN THE PLANTING ZONE SHOULD BE CHECKED BY THE PLANTING
SUPERVISOR ON A REGULAR BASIS DURING PLANTING. DOCUMENTATION OF EACH INSPECTION SHALL BE KEPT BY THE
SUPERVISOR AND SHALL BE MADE AVAILABLE FOR INSPECTION UPON REQUEST. PLEASE NOTE ANY COSTS ASSOCIATED
WITH CHECKING THE PLANT SPACING / DOCUMENTATION ARE THE RESPONSIBILITY OF THE CONTRACTOR.
'J
McADAMS
The John R. McAdams Company, Inc.
One Glenwood Avenue
Suite 201
Raleigh, NC 27603
phone [phone]
fax [phone]
license number: C-0293, C-187
GRADING AND SOIL PREPARATION NOTES:
1. THE TOPSOIL MUST BE STOCKPILED.
2. ANY AREAS ON THE SITE THAT ARE COMPACTED DURING THE CONSTRUCTION PROCESS, MUST BE DEEP TILLED TO
ENSURE THAT THE ROOT GROWTH OF THE PLANTS WILL NOT BE IMPEDED BY COMPACTED SOIL. THIS DOES NOT INCLUDE
ANY AREAS THAT ARE PURPOSEFULLY COMPACTED IN THE SUBSOILTO PREVENT THE DOWNWARD MOVEMENT OF
WATER.
3. ALL TOPSOIL SHALL BE STOCKPILED SEPARATELY FROM ANY SUBSOIL MATERIAL.
4. ANY AREA THAT HAS FILL APPLIED TO IT OR ANY AREA EXCAVATED TO THE SUBSOIL MUST BE TOP DRESSED WITH AT
LEAST 4 INCHES OF STOCKPILED TOPSOIL. BEFORE THE APPLICATION OF TOPSOIL, THE
5. SURFACE MUST BE TILLED TO ENSURE GOOD INTERACTION BETWEEN THE TOPSOIL AND THE SUBSOIL.
6. UPON COMPLETION OF FINAL GRADING, THE PLANTING SUPERVISOR SHALL CONDUCT A SITE ASSESSMENT TO
DETERMINE IF THE SOIL IS APPROPRIATELY PREPARED FOR PLANTING. IF ANY PROBLEMS EXIST, THEY SHALL BE NOTED
AND CORRECTED BEFORE PLANTING MAY COMMENCE.
7. TO PROMOTE PROPER GROWTH, THE CONTRACTOR SHALL DEEPLY TILL AND SCARIFY THE PLANTING ZONES TO ENSURE
THAT THE ROOT GROWTH OF THE PLANTS WILL NOT BE IMPEDED BY COMPACTED SOIL. ANY SUB -SURFACE HARDPANS
WITHIN THE PLANTING ZONE SHALL BE ELIMINATED. RIPPING, DISKING, OR RAKING SHALL BE PERFORMED IN ALL AREAS
TO BE SEEDED TO A MINIMUM DEPTH OF 3 INCHES TO 4 INCHES.
8. IN SEEDED AREAS, TO LIMIT EROSION POTENTIAL, THE CONTRACTOR SHALL LIMIT SUB -GRADE AND FINISH GRADE
PREPARATION TO AREAS THAT WILL BE PLANTED IMMEDIATELY. PREPARED AREAS SHALL BE MOISTENED PRIOR TO
SEEDING WHEN THE SOIL IS DRY, BUT CARE SHALL BE TAKEN TO NOT CREATE MUDDY CONDITIONS.
9. UPON COMPLETION OF FINAL GRADING, THE PLANTING SUPERVISOR SHALL CONDUCT A SITE ASSESSMENT TO
DETERMINE IF THE SOIL IS APPROPRIATELY PREPARED FOR PLANTING. IF ANY PROBLEMS EXIST, THEY SHALL BE NOTED
AND CORRECTED BEFORE PLANTING MAY COMMENCE.
SEEDBED PREPARATION
1. APPLY LIME ACCORDING TO SOIL TEST RECOMMENDATIONS. SOILS WITH A PH OF 6 OR HIGHER NEED NOT BE LIMED. IF
RECENT TILLAGE OPERATIONS HAVE RESULTED IN A LOOSE SURFACE, ADDITIONAL ROUGHENING MAY NOT BE REQUIRED
EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE TO BECOME SEALED OR CRUSTED, LOOSEN IT
JUST PRIOR TO SEEDING BY DISKING, RAKING, HARROWING, OR OTHER SUITABLE METHODS.
SEEDBED PREPARATION WITHIN LIMITS OF DISTURBANCE AREAS ONLY
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
2. RIP THE ENTIRE AREA TO 61NCHES DEPTH.
3. REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND
UNIFORM.
4. PER ONE TIME ONLY, APPLY LIME UNIFORMLY AND MIX WITH SOIL.
5. CONTINUE TILLAGE UNTIL A WELL -PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES
DEEP.
6. SEED ON FRESHLY PREPARED SEEDBED AND COVER.
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
8. INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF
POSSIBLE.
9. CONSULT INSPECTOR ON MAINTENANCE TREATMENT AFTER PERMANENT COVER IS ESTABLISHED.
CLIENT PARKS, RECREATION, AND CULTURAL
% RESOURCES
,0, RALEIGH MUNICIPAL BUILDING
'1 222 W. HARGETT STREET
' 0/0 SUITE 600
0 RALEIGH, NC 27601
919-996-4798
Raleigh DAAVID BENDER, PROJECT MANAGER
REVISIONS
NO. DATE
PLANTING TECHNIQUES:
1. ENSURE THAT ROOTS, ONCE REMOVED FROM POT, ARE STRAIGHTENED AND FACE DOWNWARD.
2. CREATE PLANTING AREA FOR EACH PLANT AND EXCAVATE PIT.
3. PLACE PLANTS IN PIT INSURING ROOTS ARE FACING COMPLETELY DOWNWARD.
4. HEEL IN SOIL AROUND PLANT AND PROCEED TO NEXT PLANTING LOCATION.
5. NEWLY PLANTED PLANTS NEED TO BE FASTENED TO THE SUBSTRATE FOR THE ESTABLISHMENT OF NEW ROOTS
6. ROOTS SHALL BE SPREAD IN THEIR NORMAL POSITION. ALL BROKEN OR FRAYED ROOTS SHALL BE CUT OFF CLEANLY.
7. THE DIAMETER OF THE PITS FOR ALL VEGETATIVE STOCK SHALL BEAT LEAST THREE TIMES THE DIAMETER OF THE ROOT MASS. PLANT PIT
WALL SHALL BE SCARIFIED PRIOR INSTALLATION.
8. SET THE PLANTS UPRIGHT, IN THE CENTER OF THE PIT. THE BOTTOM OF THE ROOT MASS SHOULD BE RESTING ON UNDISTURBED SOIL.
9. PLACE THE BACKFILL AROUND THE BASE AND SIDES OF THE MASS, AND WORK EACH LAYER TO SETTLE BACKFILL AND TO ELIMINATE VOIDS
AND AIR POCKETS. WHEN PIT IS APPROXIMATELY2 FULL, WATER THOROUGHLY BEFORE PLACING REMAINDER OF THE BACKFILL. WATER
AGAIN AFTER PLACING FINAL LAYER OF BACKFILL.
10. BROKEN OR DAMAGED PARTS WILL BE CUT BACK TO UNDAMAGED TISSUE, LEAVING AS MUCH GREEN BASAL TISSUE AS POSSIBLE ABOVE
THE ROOTS. IF MORE THAN FIFTY PERCENT (50%) OF THE PLANT IS DAMAGED THEN CONTRACTOR SHALL REPLACE THE PLANT.
PLANT LOCATIONS:
1. NEW PLANTINGS SHALL BE LOCATED WHERE SHOWN ON PLAN EXCEPT WHERE CHANGES HAVE BEEN APPROVED IN PROPOSED
CONSTRUCTION.
2. PLANT SPACING SHALL FOLLOW REQUIREMENTS NOTED WITHIN PLANT DISTRIBUTION NOTES LISTED ON THIS SHEET.
3. NECESSARY ADJUSTMENTS SHALL BE MADE ONLY AFTER APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE.
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TEMPORARY SEEDING SCHEDULE:
TEMPORARY SEEDING SHALL BE APPLIED AS NEEDED DURING CONSTRUCTION TO STABILIZE BARE OR DISTURBED AREAS OF SOIL AND AT
THE COMPLETION OR ALL GRADING AND EARTHWORK ACTIVITIES WITHIN A PARTICULAR AREA OF THE SITE. PERMANENT SEED MAY BE
DISTRIBUTED WITH TEMPORARY SEED UPON THE FINAL APPLICATION OF TEMPORARY SEED.
SEEDING DATE SEEDING MIXTURE APPLICATION RATE
AUG 15 - MAY 1 RYE (GRAIN) 30 LBS/AC
AUG 15 - MAY 1 WHEAT 30 LBS/AC
MAY 1-AUG 15 GERMAN MILLET 10 LBS/AC
MAY 1 - AUG 15 BROWNTOP MILLET 10 LBS/AC
SEEDING METHODS
1. EVENLY APPLY SEED USING A CYCLONE SEEDER, DRILL, CULTIPACKER SEEDER, OR HYDROSEEDER. THIS MUST BE DONE WITHIN 48
HOURS OF LAND DISTURBING ACTIVITIES.
2. MULCH WITH CLEAN WHEAT STRAW.
3. AFTER SEEDING, APPLY MULCH TO AREAS UNDER HARSH CONDITIONS SUCH AS AREAS THAT HAVE BEEN GRADED, OR THOSE WHICH
WILL RECEIVE CONCENTRATED FLOWS. AREAS CONSIDERED TO BE UNDER HARSH CONDITIONS WILL BE CONSIDERED THE AREAS
GRADED FOR THE WETLAND VALLEY.
4. RESEED AND MULCH AREAS WHERE SEEDLING EMERGENCE IS LESS THAN 80% COVERAGE, OR WHERE EROSION OCCURS, AS SOON
AS POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.
ninT�c
1. TEMPORARY ANNUAL SEED SELECTION SHOULD BE BASED ON SEASON OF PROJECT INSTALLATION.
2. A SINGLE SPECIES FOR TEMPORARY COVER IS ACCEPTABLE
3. IN SOME CASES WHERE SEASONS OVERLAP, A MIXTURE OF TWO OR MORE SPECIES MAY BE NECESSARY. HOWEVER, APPLICATION
RATES SHOULD NOT EXCEED THE TOTAL RECOMMENDED RATE PER ACRE.
4. TEMPORARY SEED SHOULD BE MIXED AND APPLIED SIMULTANEOUSLY WITH THE PERMANENT SEED MIX IF OPTIMAL PLANTING
DATES ALLOW.
Practice Standards and Specifications
REVISIONS
NO. DATE
PLANTING TECHNIQUES:
1. ENSURE THAT ROOTS, ONCE REMOVED FROM POT, ARE STRAIGHTENED AND FACE DOWNWARD.
2. CREATE PLANTING AREA FOR EACH PLANT AND EXCAVATE PIT.
3. PLACE PLANTS IN PIT INSURING ROOTS ARE FACING COMPLETELY DOWNWARD.
4. HEEL IN SOIL AROUND PLANT AND PROCEED TO NEXT PLANTING LOCATION.
5. NEWLY PLANTED PLANTS NEED TO BE FASTENED TO THE SUBSTRATE FOR THE ESTABLISHMENT OF NEW ROOTS
6. ROOTS SHALL BE SPREAD IN THEIR NORMAL POSITION. ALL BROKEN OR FRAYED ROOTS SHALL BE CUT OFF CLEANLY.
7. THE DIAMETER OF THE PITS FOR ALL VEGETATIVE STOCK SHALL BEAT LEAST THREE TIMES THE DIAMETER OF THE ROOT MASS. PLANT PIT
WALL SHALL BE SCARIFIED PRIOR INSTALLATION.
8. SET THE PLANTS UPRIGHT, IN THE CENTER OF THE PIT. THE BOTTOM OF THE ROOT MASS SHOULD BE RESTING ON UNDISTURBED SOIL.
9. PLACE THE BACKFILL AROUND THE BASE AND SIDES OF THE MASS, AND WORK EACH LAYER TO SETTLE BACKFILL AND TO ELIMINATE VOIDS
AND AIR POCKETS. WHEN PIT IS APPROXIMATELY2 FULL, WATER THOROUGHLY BEFORE PLACING REMAINDER OF THE BACKFILL. WATER
AGAIN AFTER PLACING FINAL LAYER OF BACKFILL.
10. BROKEN OR DAMAGED PARTS WILL BE CUT BACK TO UNDAMAGED TISSUE, LEAVING AS MUCH GREEN BASAL TISSUE AS POSSIBLE ABOVE
THE ROOTS. IF MORE THAN FIFTY PERCENT (50%) OF THE PLANT IS DAMAGED THEN CONTRACTOR SHALL REPLACE THE PLANT.
PLANT LOCATIONS:
1. NEW PLANTINGS SHALL BE LOCATED WHERE SHOWN ON PLAN EXCEPT WHERE CHANGES HAVE BEEN APPROVED IN PROPOSED
CONSTRUCTION.
2. PLANT SPACING SHALL FOLLOW REQUIREMENTS NOTED WITHIN PLANT DISTRIBUTION NOTES LISTED ON THIS SHEET.
3. NECESSARY ADJUSTMENTS SHALL BE MADE ONLY AFTER APPROVAL BY THE OWNER OR THE OWNER'S REPRESENTATIVE.
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TEMPORARY SEEDING SCHEDULE:
TEMPORARY SEEDING SHALL BE APPLIED AS NEEDED DURING CONSTRUCTION TO STABILIZE BARE OR DISTURBED AREAS OF SOIL AND AT
THE COMPLETION OR ALL GRADING AND EARTHWORK ACTIVITIES WITHIN A PARTICULAR AREA OF THE SITE. PERMANENT SEED MAY BE
DISTRIBUTED WITH TEMPORARY SEED UPON THE FINAL APPLICATION OF TEMPORARY SEED.
SEEDING DATE SEEDING MIXTURE APPLICATION RATE
AUG 15 - MAY 1 RYE (GRAIN) 30 LBS/AC
AUG 15 - MAY 1 WHEAT 30 LBS/AC
MAY 1-AUG 15 GERMAN MILLET 10 LBS/AC
MAY 1 - AUG 15 BROWNTOP MILLET 10 LBS/AC
SEEDING METHODS
1. EVENLY APPLY SEED USING A CYCLONE SEEDER, DRILL, CULTIPACKER SEEDER, OR HYDROSEEDER. THIS MUST BE DONE WITHIN 48
HOURS OF LAND DISTURBING ACTIVITIES.
2. MULCH WITH CLEAN WHEAT STRAW.
3. AFTER SEEDING, APPLY MULCH TO AREAS UNDER HARSH CONDITIONS SUCH AS AREAS THAT HAVE BEEN GRADED, OR THOSE WHICH
WILL RECEIVE CONCENTRATED FLOWS. AREAS CONSIDERED TO BE UNDER HARSH CONDITIONS WILL BE CONSIDERED THE AREAS
GRADED FOR THE WETLAND VALLEY.
4. RESEED AND MULCH AREAS WHERE SEEDLING EMERGENCE IS LESS THAN 80% COVERAGE, OR WHERE EROSION OCCURS, AS SOON
AS POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE.
ninT�c
1. TEMPORARY ANNUAL SEED SELECTION SHOULD BE BASED ON SEASON OF PROJECT INSTALLATION.
2. A SINGLE SPECIES FOR TEMPORARY COVER IS ACCEPTABLE
3. IN SOME CASES WHERE SEASONS OVERLAP, A MIXTURE OF TWO OR MORE SPECIES MAY BE NECESSARY. HOWEVER, APPLICATION
RATES SHOULD NOT EXCEED THE TOTAL RECOMMENDED RATE PER ACRE.
4. TEMPORARY SEED SHOULD BE MIXED AND APPLIED SIMULTANEOUSLY WITH THE PERMANENT SEED MIX IF OPTIMAL PLANTING
DATES ALLOW.
Practice Standards and Specifications
Table 6.24c Permanent Seeding Recommendations -- Piedmont Region
Percentage of
Optimal
Planting
Sail Drainage
Shade
Common Name
Scientific Name
Cultivars
Type'
Mix
Dates
Adaptation
Tolerance
Height
5,uiichgrass
Panicum uirgatum
Blackwell --well drained
Shelter-weldraned
Warm
Cul4�er
10-1546
Dec.1 - Apr- 1
poor
6
HERBACEOUS PLUGS
PERMANENT SEEDING SCHEDULE: QTY. SCIENTIFIC NAME
PLANT MATERIAL SELECTION
1. REFER TO TABLE 6.24C ON THIS SHEET FOR APPROPRIATE SELECTIONS OF NATIVE PERMANENT SEEDS. 63 EA CAREX SPP.
2. PERMANENT SEED INCLUSION IN THE MIXTURE SHOULD TOTAL 15 LBS OF PURE LIVE SEED (PLS) PER ACRE DRILLED OR 15-20 LBS
pls/AC BROADCAST APPLIED.
3. AT LEAST 4 SPECIES SHOULD BE SELECTED FOR THE MIXTURE INCLUDING ONE SPECIES FROM EACH TYPE (WARM SEASON, COLD
SEASON, WETLAND). SELECTION OF MORE THAN 4 SPECIES IS RECOMMENDED FOR INCREASING CHANCES OF SUCCESSFUL 63 EA CRINUM AMERICANUM
VEGETATION ESTABLISHMENT.
4. IF OTHER SPECIES SUCH AS WILDFLOWERS ARE ADDEDTO THE MIX, THEY SHOULD NOT BE COUNTED IN THE MINIMUM SEEDING
RATE FOR GRASSES.
SEEDBED PREPARATION
1. DISTURBEDSOILS WITHIN RIPARIAN AREAS MUST BE AMENDEDTO PROVIDE AN OPTIMUM ENVIRONMENT FORSEED
GERMINATION AND SEEDLING GROWTH.
2. THE pH OF THE SOIL MUST BE SUCH THAT IT IS NOT TOXIC AND NUTRIENTS ARE AVAILABLE.
3. SOIL ANALYSIS SHOULD BE PERFORMED TO DETERMINE NUTRIENT AND LIME NEEDS OF EACH SITE.
4. APPROPRIATE pH LEVELS ARE BETWEEN 5.5 - 7.
5. RIPARIAN BUFFERS REGULATED FOR NUTRIENT MANAGEMENT MAY BE LIMITED TO ASINGLE APPLICATION OF FERTILIZER.
6. SUITABLE MECHANICAL MEANS SUCH AS DISKING, RAKING, OR HARROWING MUST BE EMPLOYED TO LOOSEN COMPACTED SOIL
PRIOR TO SEEDING.
PLANTING
1. APPLY SEED UNIFORMLY WITH A CYCLONE SEEDER, DROP -TYPE SPREADER, DRILL, OR HYDROSEEDER ON A FIRM, FRIABLE SEEDBED.
2. IN FINE SOILS, SEEDS SHOULD BE DRILLED 0.25 - 0.5 INCHES. IN COARSE SANDY SOILS, SEEDS SHOULD BE PLANTED NO DEEPER THAN
0.75 INCHES.
MULCH
1. MULCH ALL PLANTINGS IMMEDIATELY AFTER SEEDING.
2. IF PLANTING ON STREAM BANKS STEEPER THAN 10% OR AREAS SUBJECTTO FLOODING, A BIODEGRADABLE ROLLED EROSION
CONTROL PRODUCT IS RECOMMENDED TO HOLD SEED AND SOIL IN PLACE.
MAINTENANCE
1. THE RECOMMENDED PERMANENT GRASS SPECIES MAY REQUIRE TWO YEARS FOR ESTABLISHMENT, DEPENDING ON SITE
CONDITIONS.
2. INSPECT SEEDED AREAS FOR FAILURE AND MAKE NECESSARY REPAIRS, SOIL AMENDMENTS, AND RE-SEEDINGS.
3. IF WEEDY EXOTIC SPECIES HAVE TAKEN OVER THE AREAS AFTER THE FIRST GROWING SEASON, THE INVASIVE SPECIES MUST BE
ERADICATED TO ALLOW NATIVE SPECIES TO GROW.
4. MONITOR THE SITE UNTIL LONG-TERM STABILITY HAS BEEN ESTABLISHED.
STREAM ENGINEER
Xref ..�..�..�..�..�..
RABTREE CREEK GREENWAY
BL-0027
LASSITER MILL
LASSITER MILL ROAD TO HERTFORD STREET
COMMON NAME
SEDGES
AMERICAN CRINUM LILY
PLAN INFORMATION
TYPE
SPACING
4-INCH CONTAINER 24" O.C.
4-INCH CONTAINER 24" O.C.
90% DRAWING - NOT RELEASED FOR CONSTRUCTION
PROJECT NO. RAL-18000
FILENAME RAL18000-SW.dwg
CHECKED BY RAS
DRAWN BY KEG
SCALE N.T.S.
DATE 08.11.2021
PLANTING PLAN
NOTES
www.mcadamsco.com

Natural Resource Consultants
Appendix A - Supporting Photographs
Photo 1. Crabtree Creek facing upstream (5/22/20)
Photo 2. Crabtree Creek facing downstream (5/22/20)
308 W Millbrook Road, Ste D #200, Raleigh, NC 27609 1 of 4

j.
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Natural Resource Consultants
Photo 5. Crabtree Creek facing downstream and downstream end of S-B culvert (4/17/20)
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-41
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Photo 6. Eroding streambank below Lassiter Mill Road bridge looking towards Crabtree Creek (2/16/24)
308 W Millbrook Road, Ste D #200, Raleigh, NC 27609 3 of 4

Natural Resource Consultants
Photo 7. View of streambank below Lassiter Mill Road bridge from across Crabtree Creek (2/16/24)
Photo 8. W-1 facing east (11/28/18)
308 W Millbrook Road, Ste D #200, Raleigh, NC 27609 4 of 4

USACE Preliminary Jurisdictional Determination & DWR Buffer Determination

Jennifer Burdette
From: Lastinger, James C CIV USARMY CESAW (USA) <[e-mail]>
Sent: Thursday, November 7, 2019 8:49 AM
To: Roth, Kelly
Subject: RE: PJD request for Crabtree Creek Trail Improvements at Lassiter Mill Road
Kelly,
I have reviewed the PJD request packet submitted for the above referenced project and concur with the delineation as
submitted. I do not need to make a site visit. Due to staffing constraints, increased workload, and the holidays it may
take 90-120 days for the issuance of a standalone JD, however, you may use the delineation as submitted for planning
and permitting purposes. Should a permit verification be needed the JD will be issued at the time of permit
issuance/verification. AID for the project is SAW-2019-02165.
James Lastinger
Regulatory Project Manager
Raleigh Regulatory Field Office
US Army Corps of Engineers, Wilmington District
ADDRESS: 3331 Heritage Trade Drive, Suite 105 Wake Forest, NC 27587
Tel: [phone], x32
Cell: [phone]
Fax: [phone]
-----Original Message -----
From: Roth, Kelly [mailto:[e-mail]]
Sent: Wednesday, November 06, 2019 3:56 PM
To: Lastinger, James C CIV USARMY CESAW (USA) <https://urldefense.proofpoint.com/v2/url?u=http-
3A_James.C.Lastinger-40usace.army.mil&d=DwI FAg&c=euGZstcaTDllvimEN8b7jXrwgOf-
v5A_CdpgnVfiiMM&r=fCYVjRdlu2BygF_LSTX7WMas2k1Zc2SkgFn LCcLO4fo&m=F1ZLhT2MQsbPKhSi-
f7537FdITG ENxl8F3fIGTKx4SY&s=bBP4SbJ9j_H N1E-9Y26KVsdxoSAKiyMSTmUbFWnIIQY&e=>
Subject: [Non-DoD Source] FW: PJD request for Crabtree Creek Trail Improvements at Lassiter Mill Road
Hi James -
I've been trying to get word from Ross about whether or not he received my PJD request for the Lassiter Mill Road
greenway project that I submitted in July, but have not heard anything back from him. I understand that you'll be taking
over Raleigh when he leaves. Do you have any record of this PJD request? If not, please let me know if you need me to
resubmit it.
Thanks for your help,
Kelly Roth I Environmental Consultant II, Water Resources

DocuSign Envelope ID: 76EB8EF7-OAFS-4865-8311-75A4CF72431C
ROY COOPER
Governor
ELIZABETH S. BISER
Serrerary
RICHARD E. ROGERS, JR.
Dlrerror
City of Raleigh
P.O. Box 590
Raleigh,NC 27602-0590
NORTH CAROLINA
Enviranmental Quality
February 28, 2024
DWR Project 24-068
Wake County
Subject: On -Site Determination for Applicability to the Neuse Buffer Rules (15A NCAC 02B .0714)
Project Name: Crabtree Creek Trail Improvements at Lassiter Mill Road
Site Address / Location: 3600 Lassiter Mill Rd. Raleigh, NC 27609
Stream(s): Crabtree Creek and UTs to Crabtree Creek
On February 28, 2024, Chris Smith conducted an on -site review of features located on the subject
property at the request of Jennifer Burdette of Natural Resource Consultants to determine the
applicability of the above -noted state regulations.
The Division of Water Resources has determined that streams listed in the table below and identified on
the attached maps are shown on either the most recently published NRCS Soil Survey of Wake County
and/or the USGS National Map at a scale that incorporates the National Hydrography Dataset High
Resolution data at 1:24,000 scale. Streams that are listed as "Subject" on the below table have been
located on the ground at the site and possess characteristics that qualify them to be at least intermittent
streams in accordance with the NC Stream Identification Manual v.4.11 and therefore subject to the
Neuse Buffer Rules. Please be aware that features identified as "not subject" may be considered
jurisdictional according to the US Army Corps of Engineers and subject to the Clean Water Act.
Feature
E/I/P/
Subject
Depicted
Depicted on
ID
Otherlll
to Buffer
Start @
Stop @
on
USGS Topo
Rules
Soil Survey
A
P
YES
Present Throughout
YES
YES
B
I/P
YES
Present Throughout
YES
NO
C
I/P
YES
Present Throughout
YES
YES
D
E
NO
N/A
YES
NO
E
j I/P
j YES
j Present Throughout
YES
NO
(1) E = Ephemeral, I = Intermittent, P = Perennial, NP = Not Present, N/A = Not Applicable, NE = Not Evaluated
North Carolina Department of Environmental Quality I Division of Water Resources
��) Raleigh Regional Office I 3800 Barrett Drive I Raleigh, North Carolina 27609
NORT C,+F.cun . ��l �! 919.791.4200
08iMH eM0 a IFW e l quei�

DocuSign Envelope ID: 76EB8EF7-OAFS-4865-8311-75A4CF72431C
DWR 24-068
Crabtree Creek Trail Improvements at Lassiter Mill Road
Wake County
Page 2 of 2
This on -site determination shall expire five (5) years from the date of this letter. The owner (or future
owners) should notify the Division (and other relevant agencies) of this decision in any future
correspondences concerning this property. Landowners or affected parties that dispute this
determination made by the Division may request a determination by the Director of Water Resources.
This determination is final and binding, unless an appeal request is made within sixty (60) calendar
days of the date of this letter to the Director in writing.
If sending via U.S. Postal Service:
Stephanie Goss - DWR 401 & Buffer
Permitting Branch Supervisor
1617 Mail Service Center
Raleigh, NC 27699-1617
If sending via delivery service (UPS, FedEx, etc.)
Stephanie Goss -DWR 401 & Buffer
Permitting Branch Supervisor
512 N Salisbury St.
Raleigh, NC 27604
This letter only addresses the applicability of the stated regulations on the features identified on the
subject property and/or within the proposed project area. This letter does not approve any activity
within buffers or within waters of the state. There may be other regulated waters, streams or other
features located on the property that do not appear on the maps or table referenced above. Any
waters, streams, or other features on the site, including the features identified in this letter, may be
considered jurisdictional according to the US Army Corps of Engineers and subject to the Clean Water
Act. If you have any additional questions or require additional information, please contact Chris Smith at
[phone] or [e-mail]. This determination is subject to review as provided in
Articles 3 & 4 of G.S. 150B.
Sincerely,
� pDacuSiignerd by: +�
372DCBCB61==4A8...
Michael Hall, Regional Supervisor
DWR Raleigh Regional Office
Enclosures: USGS Topographical Map
Published NRCS Soil Survey
Electronic cc: [e-mail]
[e-mail]
[e-mail]
Laserfiche
NORT CAACun �f ��l���l � �
08iMHWMofP IFWWe lquel1*11�
North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office I 3800 Barrett Drive I Raleigh, North Carolina 27609
919.791.4200

DocuSign Envelope ID: 76EB8EF7-OAFS-4865-8311-75A4CF72431C
24-068
Crabtree Creek Trail Improvements at Lassiter Mill Road
Wake
5rAIZ.
Legend: � � _
Map provided by NCDEQ A '
Division of Water Resources V
-Approximate Site Boundary
_
Locations are approximate
and are provided for refer-
Orr �,,,, ,,�,• ;
ence only

DocuSign Envelope ID: 76EB8EF7-OAFS-4865-8311-75A4CF72431C
24-068
Crabtree Creek Trail Improvements at Lassiter Mill Road
Wake
•�r�.� •' � -- � Cep? .` w
Feature E ; �j
CaC2 ,, • ; FC Cg
c, ml Cea Feature A
0 LOD
MD %,, .
Feature D
Feature B •+� - Ap
Ma C(71
APD
Feature C
' M
CeC2 eD �, f
Cc 0
` CeC2
�. yTAr�a Map provided by NCDEQ A '
Legend:
Division of Water Resources I V
Locations are approximate
-Approximate Site Boundary:
and are provided for refer-
ence only

Protected Species

Jennifer Burdette
From: Jordan, Gary <[e-mail]>
Sent: Thursday, February 29, 2024 1:24 PM
To: Jennifer Burdette
Cc: Travis Wilson
Subject: Re: [EXTERNAL] Crabtree Creek Greenway at Lassiter (BL-0027)
Jennifer,
I've reviewed the submitted information. Although you don't need concurrence for the "no effect" conclusion
for Michaux's sumac, I am in agreement with it. With regard to the tricolored bat and northern long-eared bat,
as you stated, we have the Programmatic Conference Opinion and Programmatic Biological Opinion which
covers them. Along with the previous concurrence letter for the aquatic species, you have completed all the
Section 7 requirements.
Gary Jordan
Fish and Wildlife Biologist, Liaison to NCDOT, Bat Ecologist
Raleigh Ecological Services Field Office
U.S. Fish and Wildlife Service
MS Teams Phone: [phone]
From: Jennifer Burdette <[e-mail]>
Sent: Monday, February 26, 2024 3:46 PM
To: Jordan, Gary <[e-mail]>
Subject: [EXTERNAL] Crabtree Creek Greenway at Lassiter (BL-0027)
This email has been received from outside of DOI - Use caution before clicking on links, opening
attachments, or responding.
Hi Gary,
I've attached our updated protected species assessment for this project. Since we have the concurrence letter for the
aquatic species, I believe we only need a letter to cover Michaux's sumac and the bats. Please let me know if you have
questions or need additional information.
Thanks,
Jennifer
Jennifer Burdette
Natural Resource Consultants
New Address:
308 W Millbrook Rd, Ste D #200, Raleigh, NC 27609
burdette(@nrconsultnc.com — 919.422.3605

United States Department of the Interior
FISH AND WILDLIFE SERVICE
Raleigh ES Field Office
Post Office Box 33726
Raleigh, North Carolina 27636-3726
January 24, 2024
Chris Murray
North Carolina Department of Transportation
2612 North Duke Street
Durham, NC 27704
Dear Mr. Murray:
FISH & WILDLIFE
SERVICE
�4s
This letter is in response to your letter of January 22, 2024 which provided the U.S. Fish and
Wildlife Service (Service) with the biological conclusion of the North Carolina Department of
Transportation that the proposed improvements to the Crabtree Creek Greenway in Wake County
(STIP No. BL-0027) may affect, but are not likely to adversely affect the federally listed Neuse
River Waterdog (Necturus lewisi), Dwarf Wedgemussel (Alasmidonta heterodon), Atlantic
Pigtoe (Fusconaia masoni), and Carolina Madtom (Noturus furiosus). The following response is
provided in accordance with Section 7 of the Endangered Species Act (ESA) of 1973, as
amended (16 U.S.C. 1531-1543).
Much of the project occurs just upstream of the Lassiter Mill Dam on Crabtree Creek, and this
impounded upstream section of the stream does not provide suitable habitat for any of the listed
aquatic species. Mussel and fish surveys were conducted within the project area downstream of
Lassiter Mill Dam on August 10, 2022. No Dwarf Wedgemussels, Atlantic Pigtoes, or Carolina
Madtoms were observed. Neuse River Waterdog surveys were conducted downstream of the
dam in December 2022. One Neuse River Waterdog was observed.
Although one Neuse River Waterdog was observed downstream of the dam, the portions of the
project downstream of the dam will likely have insignificant and/or discountable effects to the
species. Based on available information, the Service concurs with your conclusion that the
proposed action may affect, but is not likely to adversely affect the Neuse River Waterdog,
Dwarf Wedgemussel, Atlantic Pigtoe, and Carolina Madtom. We believe that the requirements
of Section 7(a)(2) of the ESA have been satisfied. We remind you that obligations under Section
7 consultation must be reconsidered if. (1) new information reveals impacts of this identified
action that may affect listed species or critical habitat in a manner not previously considered in
this review; (2) this action is subsequently modified in a manner that was not considered in this
review; or (3) a new species is listed or critical habitat determined that may be affected by this
identified action. If you have any questions regarding our response, please contact Mr. Gary
Jordan at gary iordanktws. -og_v.
Sincerely,
GARY
Digitally signed by
GARYJORDAN
JORDAN
°z6 9-050'004
Pr Pete Benjamin
Field Supervisor

Electronic copy:
Eric Alsmeyer, USACE, Wake Forest, NC
Travis Wilson, NCWRC, Creedmoor, NC

Species Conclusions Table
Project Name: Crabtree Creek Trail Improvements at Lassiter Mill Road
Date: 2/26/2024
Species 1 Resource Name
Conclusion
ESA Section 71 Eagle
Notes 1 Documentation
Act Determination
Tricolored Bat
Suitable habitat present
Programmatic may
USFWS has issued a PCO in conjunction with FHWA, USACE, and
(Perimyotis subflavus)
affect, likely to adversely
NCDOT for the TCB in eastern NC. The PCO covers the entire NCDOT
affect
program in Divisions 1-8, including all NCDOT projects and activities.
The programmatic determination for TCB for the NCDOT program is
May Affect, Likely to Adversely Affect.
Neuse River Waterdog
Suitable habitat present
May affect; not likely to
Upon Three Oaks Engineering consultation, USFWS indicates
Necturus lewisi
adversely affect
concurrence with the conclusion in letter dated January 24, 2024
Carolina Madtom
Suitable habitat present
May affect; not likely to
No individuals observed by Three Oaks Engineering survey during
Noturus furiosus
adversely affect
August 2022
Atlantic Pigtoe
Suitable habitat present
May affect; not likely to
No individuals observed by Three Oaks Engineering survey during
Fusconaia masoni
adversely affect
August 2022
Dwarf Wedgemussel
Suitable habitat present
May affect; not likely to
No individuals observed by Three Oaks Engineering survey during
Alasmidonta heterodon
adversely affect
August 2022
Michaux's sumac
Suitable habitat present,
No effect
May 17, 2023 survey by NRC indicate absence
(Rhus michauxii)
species not present
Northern Long -Eared Bat
Suitable habitat present
Programmatic may
USFWS has revised the previous PBO in conjunction with the FHWA,
(Myotis septentrionalis)
affect, likely to adversely
USACE, and NCDOT for the NLEB in eastern NC. The programmatic
affect
determination for NLEB for the NCDOT program remains "May Affect,
Likely to Adversely Affect. "
Critical habitat
No critical habitat present
No effect
Bald Eagle
Unlikely to disturb nesting
No Eagle Act permit
No bald eagles or nests observed by survey on May 17, 2023
bald eagles
required
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.
Signature [Tile
2/26/2024
Date

Cultural Resources

North Carolina Department of Natural and Cultural Resources
State Historic Preservation Office
Ramona M. Bartos, Administrator
Governor Roy Cooper
Secretary Susi H. Hamilton
February 24, 2020
Alex Pierzga
McAdams
2905 Meridian Parkway
Durham, NC 27713
[e-mail]
Office of Archives and History
Deputy Secretary Kevin Cherry
Re: Crabtree Creek Greenway at Lassiter Mill, Capital Area Greenway, Raleigh, ER 20-0193
Dear Mr. Pierzga:
Thank you for your email of January 21, 2020, regarding the above -referenced undertaking. We have reviewed
the submittal and offer the following comments.
We have conducted a review of the project and are aware of no historic resources which would be affected by
the project. Therefore, we have no comment on the project as proposed.
The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the
Advisory Council on Historic Preservation's Regulations for Compliance with Section 106 codified at 36 CFR
Part 800.
Thank you for your cooperation and consideration. If you have questions concerning the above comment,
contact Renee Gledhill -Earley, environmental review coordinator, at 919-814-6579 or
environmental.review&ncdcr.gov. In all future communication concerning this project, please cite the above
referenced tracking number.
Sincerely,
amona Bartos, Deputy
State Historic Preservation Officer
Location: 109 East Jones Street, Raleigh NC 27601 Mailing Address: 4617 Mail Service Center, Raleigh NC 27699-4617 Telephone/Fax: [phone]-6599