20191590 Ver 1_PCN Form Submission_20191119

DWR
mrlslon of Water Resources
Pre -Construction Notification (PCN) Form
September 29, 2018 Ver 3
Initial Review
Has this project met the requirements for acceptance in to the review process?*
r Yes
r No
Is this project a public transportation project?*
G Yes r No
Change only if needed.
BIMS # Assigned
20191590
Is a payment required for this project?*
r No payment required
r Fee received
r Fee needed - send electronic notification
Reviewing Office *
Nboresville Regional Office - [phone]
Information for Initial Review
1a. Name of project:
Leonard Fork Stream Restoration
1a. Who is the Primary Contact?*
Greg Jennings
1b. Primary Contact Email:*
[e-mail]
Date Submitted
11/19/2019
Nearest Body of Water
Leonard Fork
Basin
Catawba
Water Classification
C
Site Coordinates
Latitude: Longitude:
35.45391-81.33479
A. Processing Information
County (or Counties) where the project is located:
Lincoln
Is this project a public transportation project?*
r Yes r No
1a. Type(s) of approval sought from the Corps:
W Section 404 Permit (wetlands, streams and waters, Clean Water Act)
r Section 10 Permit (navigable waters, tidal waters, Rivers and Harbors Act)
1b. What type(s) of permit(s) do you wish to seek authorization?
* Nationwide Permit (NWP)
* Regional General Permit (RGP)
7 Standard (IP)
Version#*
1
What amout is owed?*
r $240.00
r $570.00
Select Project Reviewer*
Alan Johnson:eads\adjohnson1
1c. Primary Contact Phone:*
[phone]
U

1c. Has the NWP or GP number been verified by the Corps?
r Yes r No
Nationwide Permit (NWP) Number:
Nationwide Permit (NWP) Number:
Nationwide Permit (NWP) Number:
NWP Numbers (for multiple NWPS):
1d. Type(s) of approval sought from the DWR:
W 401 Water Quality Certification - Regular
r Non-404 Jurisdictional General Permit
r Individual Permit
13 - Bank Stabilization
27 - Restoration
14 - Linear transportation
le. Is this notification solely for the record because written approval is not required?
For the record only for DWR401 Certification:
For the record only for Corps Permit:
r 401 Water Quality Certification - E)press
V Riparian Buffer Authorization
1f. Is this an after -the -fact permit application?*
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
1g. Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts?
r Yes r No
Acceptance Letter Attachment
1h. Is the project located in any of NC's twenty coastal counties?
r Yes r No
1j. Is the project located in a designated trout watershed?
r Yes r No
B. Applicant Information
1d. Who is applying for the permit?
W Owner r Applicant (other than owner)
le. Is there an Agent/Consultant for this project?*
r Yes r No
2. Owner Information
2a. Name(s) on recorded deed:
Hoyle, Johnny L. Life Estate and Hoyle, Ellen Life Estate. Johnny Lander Hoyle
2b. Deed book and page no.:
2817-306.1053-129.
2c. Responsible party:
2d.Address
Street Address
2845 NC 182 HWY
Address tine 2
CKY
Lincolnton
Postal / Zip Code
28092-1758
2e. Telephone Number:
[phone]
2g. Email Address:*
[e-mail]
State / Province / Region
NC
Country
USA
2f. Fax Number:
r Yes r No
r Yes r No
4. Agent/Consultant (if applicable)

4a. Name:
Greg Jennings
4b. Business Name:
Jennings Environmental PLLC
4c.Address
Street Address
7 Samuel Ashe Drive
Address tine 2
City
Asheville
Postal / Zip Code
28805
4d. Telephone Number:
[phone]
4f. Email Address:*
[e-mail]
Agent Authorization Letter*
Agent Authorization Form Johnny Hoyle.pdf
State / Province / Rion
NC
Country
USA
4e. Fax Number:
345.52KB
C. Project Information and Prior Project History l^�
1. Project Information
1b. Subdivision name:
(d appropriate)
1c. Nearest municipality/ town:
Lincolnton
1 2. Project Identification
2a. Property Identification Number:
3602581951,3602590632
2c. Project Address
Street Address
NC 182 HWY
Address Lim 2
City
Lincolnton
Postal / Zip Code
28092
3. Surface Waters
3a. Name of the nearest body of water to proposed project:*
Leonard Fork
3b. Water Resources Classification of nearest receiving water:*
C
3c. What river basin(s) is your project located in?*
Catawba
3d. Please provide the 12-digit HUC in which the project is located.
030501020502
4. Project Description and History
2b. Property size:
6.079 acres of 116.913 acres
State / Province / Pagion
NC
Country
USA
4a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application:*
The proposed stream restoration project will restore 1,324 linear feet of Leonard Fork in Lincoln County to improve natural ecological conditions and streambank stability. The stream
has eroding streambanks causing impairment to water quality and aquatic habitats. The watershed drainage area is 3.8 square miles, consisting of forest, agricultural, and low -density
residential land uses. The land area surrounding the proposed restoration project is primarily agricultural and forest.
4b. Have Corps permits or DWR certifications been obtained for this project (including all prior phases) in the past?*
r Yes r No r Unknown
4d. Attach an 8 1/2 X 11 excerpt from the most recent version of the USGS topographic map indicating the location of the project site. (for DWR)
USGS Hoyle Leonard Fork.pdf 3.08MB

4e. Attach an 8 1/2 X 11 excerpt from the most recent version of the published County NRCS Soil Survey map depicting the project site. (for DWR)
Soil Map Leonard Fork Hoyle.pdf 5.07MB
4f. List the total estimated acreage of all existing wetlands on the property:
N/A
4g. List the total estimated linear feet of all existing streams on the property:
1324
4h. Explain the purpose of the proposed project:*
The stream vdll be enhanced using natural channel design techniques and native vegetation to improve ecological conditions and streambank stability. The project will provide a
sustainable ecosystem with stable streambanks and natural riparian buffer.
4i. Describe the overall project in detail, including indirect impacts and the type of equipment to be used:*
The stream will be restored by grading the channel and streambanks to a naturally stable morphology and adding native vegetation for bank protection and soil strength. In -stream rock
and log enhanced riffles and vanes will be used to maintain grade control, enhance bedform diversity, and protect streambanks from erosive hydraulic forces. Native riparian vegetation
will be established to support long-term stream health. The project will have a positive impact on the downstream watershed by reducing sediment loading. Equipment will include
trackhoe excavators, loaders, and track trucks for grading and structure installation.
4j. Please upload project drawings for the proposed project.
Leonard Fork Stream Restoration. Design Plans.pdf 3.91 MB
5. Jurisdictional Determinations
5a. Have the wetlands or streams been delineated on the propertyor proposed impact areas?*
r Yes r No O Unknown
Comments:
5b. If the Corps made a jurisdictional determination, what type of determination was made?*
r Preliminary r Approved r Not Verified r Unknown r N/A
Corps AID Number
5c. If 5a is yes, who delineated the jurisdictional areas?
Name (if known):
Agency/Consultant Company:
Other:
5d1. Jurisdictional determination upload
6. Future Project Plans
6a. Is this a phased project?*
r Yes r No
Are any other NWP(s), regional general permit(s), or individual permits(s) used, or intended to be used, to authorize any part of the proposed project or related activity?
No
D. Proposed Impacts Inventory
1. Impacts Summary
1a. Where are the impacts associated with your project? (check all that apply):
r Wetlands W Streams -tributaries W Buffers
r Open Waters r Pond Construction
3. Stream Impacts
_� E
F 3a. Reason for impact (?) 3b.lmpact type * 3c. Type of impact * 3d. S. name * ��3e. Stream Type* 3f. Type of 3g. S. width * 3h. Impact
(?) Jurisdiction* length*
S1
Stream Restoration
Permanent
Bank Stabilization
Leonard Fork
Perennial
Both
31
Average (feet)
1,324
(linearfeet)
S2
Farm Road Crossing
g
Permanent
Other
Leonard Fork
Perennial
Both
15
Average (feet)
27
(lirrearfeet)
3i. Total jurisdictional ditch impact in square feet:
0

31. Total permanent stream impacts: 31. Total temporary stream impacts:
1,351 0
31. Total stream and ditch impacts:
28
3j. Comments:
Both instream and bank biostabilization will occur below bankfull in the channel. This includes the construction of engineered rock and log vanes and
riffles, bank sloping/excavation, toe wood installation, and staking with biodegradable coir fabric and native plant live stakes.
6. Buffer Impacts (for DWR)
6a. Project is in which protect basin(s)?
Check all that apply.
r Neuse r Tar -Pamlico
V Catawba r Randleman
r Goose Creek r Jordan Lake
r Other
6b. Impact Type
6c. Per or Temp
6d. Stream name
6e. Buffer mitigation required?
6f. Zone 1 impact
6g. Zone 2 impact
Excavation, Tree Removal
T
Leonard Fork
No
79,440
39,560
6h. Total buffer impacts:
Zone 1 Zone 2
Total Temporary impacts: 79,440.00 39,560.00
Zone 1
Zone 2
Total Permanent impacts: 0.00
0.00
Zone 1
Zone 2
Total combined buffer impacts: 79,440.00
39,560.00
61. Comments:
Disturbed areas will be replanted with native vegetation adapted to site conditions. Temporary impact areas are estimates.
Supporting Documentation
Leonard Fork Stream Restoration. Design Plans.pdf 3.91 MB
E. Impact Justification and Mitigation -
1. Avoidance and Minimization
1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing the project:
Stream restoration is needed to achieve ecological objectives and enhance infrastructure protection along the stream reach and downstream. Impacts
Will be minimized by maintaining as much as possible the existing stream channel and natural riparian buffer.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques:
Construction impacts will be minimized by limiting in -channel work to low -flow conditions and temporarily diverting flow around the work zones with
native gravel/cobble berms. Streambanks and other disturbed areas will be stabilized within 3 days using grass seed, straw mulch, and biodegradable
erosion control mat. No impacts to existing wetlands will occur. Existing healthy stream buffers will be protected to the maximum extent possible.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State?
r Yes r No
2b. If this project DOES NOT require Compensatory Mitigation, explain why:
No loss of stream channel will occur as a result of this project.
F. Stormwater Management and Diffuse Flow Plan (required by DWR)
1. Diffuse Flow Plan
1a. Does the project include or is it adjacent to protected riparian buffers identified within one of the NC Riparian Buffer Protection Rules?
r Yes r No
What type of SCM are you providing?

r Level Spreader
r Vegetated Conveyance (lower SHWT)
r Wetland Swale (higher SMNT)
r Other SCM that removes minimum 30 % nitrogen
W Proposed project will not create concentrated stormwater flow through the buffer
Diffuse Flow Documentation
2. Stormwater Management Plan
2a. Is this a NCDOT project subject to compliance with NCDOT's Individual NPDES permit NCS000250?*
r Yes r No
2b. Does this project meet the requirements for low density projects as defined in 15ANCAC 02H .1003(2)?
r Yes r No
Comments:
G. Supplementary Information
1. Environmental Documentation
la. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land?*
r Yes r No
1b. If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State (North Carolina)
Environmental Policy Act (NEPA/SEPA)? *
r Yes r No
1c. If you answered "yes" to the above, has the document review been finalized bythe State Clearing House?*
r Yes r No
Comments:
NRCS is responsible for NEPA compliance.
2. Violations (DWR Requirement)
2a. Is the site in violation of DWR Water Quality Certification Rules (15A NCAC 2H .0500), Isolated Wetland Rules (15A NCAC 2H .1300), or DWR Surface Water or Wetland Standards or
Riparian Buffer Rules (15A NCAC 2B .0200)? *
r Yes r No
3. Cumulative Impacts (DWR Requirement)
3a. Will this project result in additional development, which could impact nearby downstream water quality?*
r Yes r No
3b. If you answered "no," provide a short narrative description.
No future development will result for this project.
4. Sewage Disposal (DWR Requirement)
4a. Is sewage disposal required by DWR for this project?*
r Yes r Nor N/A
5. Endangered Species and Designated Critical Habitat (Corps Requirement)
5a. Will this project occur in or near an area with federally protected species or habitat?*
r Yes r No
5b. Have you checked with the USFWS concerning Endangered Species Act impacts?*
r Yes r No
5d. Is another Federal agency involved?*
r Yes r No r' Unknown
What Federal Agency is involved?
NRCS
5e. Is this a DOT project located within Division's 1-8?
r Yes r No
5f. Will you cut any trees in order to conduct the work in waters of the U.S.?
r Yes r No

5g. Does this project involve bridge maintenance or removal?
r Yes r No
5h. Does this project involve the construction/installation of a wind turbine(s)?'
r Yes r No
51. Does this project involve (1) blasting, and/or (2) other percussive activities that will be conducted by machines, such as jackhammers, mechanized pile drivers, etc.?
r Yes r No
5j. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat?
U.S. Fish and Wildlife Service, IPaC, and personal communication with the Asheville Field Office (B. Hamstead,11/18/2019). There is the potential for
Hexastylus naniflora (T) in the project area. Please provide the PCN to the Service for ESA Section 7 concurrence.
Consultation Documentation Upload
6. Essential Fish Habitat (Corps Requirement)
6a. Will this project occur in or near an area designated as an Essential Fish Habitat?*
r Yes r No
6b. What data sources did you use to determine whether your site would impact an Essential Fish Habitat?*
NOAA EFH Mapper.
7. Historic or Prehistoric Cultural Resources (Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation status?*
r Yes r No
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?*
NC DCR has been contacted and we are awaiting response for compliance with Cultural Resources laws. Agent has reviewed NC DCR maps and
there are no known historic or archaeology resources identified in nor adjacent to the project area.
7c. Historic or Prehistoric Information Upload
8. Flood Zone Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100-year floodplain?*
r Yes r No
8b. If yes, explain how project meets FEMA requirements:
FEMA status: Mapped Floodplain Zone AE (No -rise flood study in process)
8c. What source(s) did you use to make the floodplain determination?*
https://msc.fema.gov
Miscellaneous
Comments
Miscellaneous attachments not previously requested.
Signature
*
P By checking the box and signing below, I certify that:
. I have given true, accurate, and complete information on this form;
• I agree that submission of this PCN form is a "transaction" subject to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I agree to conduct this transaction by electronic means pursuant to Chapter 66, Article 40 of the NC General Statutes (the "Uniform Electronic Transactions Act');
• I understand that an electronic signature has the same legal effect and can be enforced in the same way as a written signature; AND
• I intend to electronically sign and submit the PCN form.
Full Name:
Greg Jennings
Signature
/Ir'v fe...... g-1
Date
11/19/2019
U

7 Samuel Ashe Drive, Asheville, NC 28805
[e-mail]
919-600-4790
AGENT AUTHORIZATION FORM
Property Address: Hco cj _-iv�CG[3L , Al �
The undersigned, registered property owner(s) of the above noted property, do hereby
authorize Jennings Environmental PLLC to act on the property owner's behalf and take all
actions necessary for the processing, issuance, and acceptance of this permit or certification
and any and all standard and special conditions attached.
The property owner(s) hereby certify that the information submitted in this application is true
and accurate to the best of our knowledge.
Property Owner(s):
Owners) Address:
owner(s) Phone
Owner(s) Email:
"VC 0?07P
-7®�'" 7,35`- YS °7f 7 - -- -
jcail e r 87 a h �nc �
Signature(s)
�LI)%
Date
Jennings Environmental PLLC is licensed with the North Carolina Board of Examiners for Engineers and Surveyors and is authorized to
practice engineering under the provisions of Chapter 89C and 558 of the General Statutes of North Carolina. License Number P-1932

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Page 1 of 3Page 1 of 3
Soil Map—Lincoln County, North
Carolina
Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil
Survey
11/3/2019Page 1 of 3
3922000
3922300
3922600
3922900
3923200
3923500
3923800
3924100
3922000
3922300
3922600
3922900
3923200
3923500
3923800
3924100
468900 469200 469500 469800 470100 470400 470700
468900 469200 469500 469800 470100 470400 470700
35° 27'
41'' N
81°
20'
33''
W
35° 27'
41'' N
81°
19'
20''
W
35° 26'
22'' N
81°
20'
33''
W
35° 26' 22'' N N 81° 19' 20'' W
Map projection: Web Mercator Corner coordinates: WGS84 Edge
tics: UTM Zone 17N WGS84
0 500 1000 2000 3000 Feet0 150 300 600 900 Meters
Map Scale: 1:11,900 if printed on A portrait
(8.5" x 11") sheet.
Soil Map may not be valid at this scale.
Page 2 of 3Page 2 of 3
MAP LEGEND MAP INFORMATION
Soil Map—Lincoln County,
North Carolina
Page 1 /3
NRCS Soil Map Hoyle.pdf Open with Google DocsOpen with Google Docs
LEONARD FORK - STREAM RESTORATION
7 SAMUEL ASHE DRIVE
ASHEVILLE, NC 28805
919.600.4790
LINCOLN COUNTY, NORTH CAROLINA
COVER SHEET1.1REVISIONSDATE:PLOT SIZE: 11" x 17"SCALE: AS NOTEDH.D.: NAD83 (NCSP)V.D.: NAVD88JE PID: 4322DRAWN BY: JBBFILE NAME:SHEET INDEXNOTES, SPECIFICATIONS AND MATERIALSEROSION & SEDIMENT CONTROL3.0STREAM RESTORATION4.0RE-VEGETATION5.0LEONARD FORK STREAM RESTORATIONLINCOLN COUNTY, NORTH CAROLINACOVER SHEET2.01.0LANDOWNERFUNDING AGENCYPROJECT MANAGERENGINEERJOHNNY HOYLE704-735-4847MIKE SIGMON828-287-4220, EXT 3BEN ROBINSONFIELD REPRESENTATIVE704-473-2290USDA-NRCSRESOURCE INSTITUTEJENNINGS ENVIRONMENTALGREG JENNINGS, PHD, [e-mail] DIRECTORY35° 27' 22.4" N81° 20' 08.2" W60% PLANS FORPERMITTING60% PLANS FORPERMITTING10/15/201910/15/2019
LEONARD FORK - STREAM RESTORATION
7 SAMUEL ASHE DRIVE
ASHEVILLE, NC 28805
919.600.4790
LINCOLN COUNTY, NORTH CAROLINA
GENERAL NOTES AND SPECIFICATIONS2.1REVISIONSPLOT SIZE: 11" x 17"SCALE: AS NOTEDH.D.: NAD83 (NCSP)V.D.: NAVD88JE PID: 4322DRAWN BY: JBBFILE NAME:GENERAL PROJECT SPECIFICATION AND NOTES1. DEFINITIONS:1.1. CONSTRUCTION DOCUMENTS: THE CONTRACT AND APPLICABLE PLAN SHEET(S), DETAILS, SPECIFICATIONS, PERMIT(S), AND/OR ANYOTHER DOCUMENTS (MEETING MINUTES, PUNCH LISTS, BID TABS, ETC.) FOR COMPLETE INFORMATION ABOUT THE REQUIRED WORK.ANY ONE OF THESE PARTS OF THE MAY NOT CONTAIN ALL OF THE INFORMATION REQUIRED TO COMPLETE THE PROJECT WORK.1.2. PROJECT OWNER: JOHNNY HOYLE1.3. PROJECT MANAGER: RESOURCE INSTITUTE, INC.1.4. ENGINEER: JENNINGS ENVIRONMENTAL PLLC (JE)2. THE WORK ON THIS PROJECT SHALL ADHERE TO THE FOLLOWING SPECIFICATIONS, STANDARDS AND/OR REGULATIONS:2.1. NC DEQ'S "EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL" (2013)2.2. NC DOT'S "2018 STANDARD PROVISIONS"2.3. NC DOT'S "2018 SPECIFICATIONS AND SPECIAL PROVISIONS"2.4. UNITED STATES ARMY CORPS OF ENGINEERS NATIONWIDE PERMIT NUMBER 272.5. THE CONSTRUCTION DOCUMENTS3. NOT ALL EXISTING UTILITIES ARE SHOWN. SOME LOCATIONS MAY BE APPROXIMATE. THE CONTRACTOR IS RESPONSIBLE FOR ALL UTILITYLOCATION AND COORDINATION. ANY UTILITIES SHOWN ON THE CONSTRUCTION DOCUMENTS ARE FOR INFORMATIONAL PURPOSES ONLYAND IN NO WAY RELIEVES THE CONTRACTOR FROM COORDINATING, VERIFYING AND PROTECTING EXISTING UTILITIES. THE CONTRACTORSHALL ADHERE TO THE PROVISIONS OF THE 1985 UNDERGROUND DAMAGE PREVENTION ACT, NORTH CAROLINA GENERAL STATUTES 887,CHAPTER 785, SENATE BILL 168, ARTICLE 3. TO ASSIST THE CONTRACTOR AND UTILITY OWNERS IN MEETING THE REQUIREMENTS OF THISLAW, THERE IS A “ONE-CALL SYSTEM” CALLED “NC ONECALL.” MOST MAJOR UTILITIES WITH UNDERGROUND FACILITIES IN THE STATESUBSCRIBE TO THIS SERVICE.4. ALL UTILITIES SHALL BE PROTECTED AND REMAIN ACTIVE UNLESS OTHERWISE NOTED.5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROJECT AREA UNTIL COMPLETION AND FINAL ACCEPTANCE BY THE RESOURCE INSTITUTE.THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY AND SHALL BEAR ALL RISK OF LOSS OR DAMAGE. THE CONTRACTOR WILLFURNISH ALL NECESSARY EQUIPMENT, TOOLS, LABOR, TRANSPORTATION, AND SUPERVISION TO COMPLETE THE WORK ACCORDING TOTHESE SPECIFICATIONS AND APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. THE CONTRACTOR SHALL CONFINE ALLACTIVITIES, INCLUDING EQUIPMENT STORAGE, TO THE LIMITS OF DISTURBANCE, STAGING AREAS, AND DESIGNATED CONSTRUCTIONACCESS POINTS.6. THE MANNER IN WHICH THE CONTRACTOR DEALS WITH PEOPLE AND THEIR PROPERTIES WHILE PERFORMING THIS WORK IS EXTREMELYIMPORTANT. THEREFORE, THE CONTRACTOR AND THE CONTRACTOR'S REPRESENTATIVES SHALL MANIFEST A SPIRIT OF FRIENDLINESS ANDCOOPERATION WHEN DEALING WITH PROPERTY OWNERS AND THE GENERAL PUBLIC WHILE PERFORMING WORK UNDER THISSPECIFICATION.7. EXTREME CARE AND DILIGENCE SHALL BE EXERCISED BY THE CONTRACTOR TO ASSURE THE SAFETY OF PERSONS, ANIMALS, ANDPROPERTY. IF AT ANY TIME RI OR JE DETERMINES THAT THE CONTRACTOR'S METHODS OR EQUIPMENT ARE INADEQUATE FOR SECURINGTHE SAFETY OF THE CONTRACTOR'S EMPLOYEES OR THE PUBLIC, THE DESIGNATED REPRESENTATIVE MAY DIRECT THE CONTRACTOR TOTAKE SPECIFIC ACTIONS TO ENSURE SAFETY. THE CONTRACTOR SHALL IMPROVE METHODS AS DEEMED APPROPRIATE BY THE DESIGNATEDREPRESENTATIVE WITHOUT ADDITIONAL COST TO RI, SO AS TO ASSURE COMPLIANCE WITH SAFETY CONCERNS. FAILURE OF THEDESIGNATED REPRESENTATIVE TO MAKE THIS DEMAND SHALL NOT RELIEVE THE CONTRACTOR OF ANY OBLIGATION TO ENSURE THE SAFECONDUCT OF ITS WORK.8. THE CONTRACTOR SHALL MAINTAIN ALL LIGHTS, GUARDS, SIGNS, TEMPORARY PASSAGES, OR OTHER PRECAUTIONS NECESSARY FOR THESAFETY OF ALL PERSONS. THE CONTRACTOR SHALL ABIDE BY ALL SAFETY RULES AND CONSTRUCTION CONDITIONS REQUIRED BYGOVERNMENTAL AUTHORITIES AND OTHER ENTITIES, INCLUDING RAILROADS, SO THE PUBLIC IS SAFEGUARDED FROM ACCIDENTS ANDDELAYS. GUARDS AND FLAGS REQUIRED BY GOVERNMENTAL OR RAILROAD AUTHORITIES SHALL BE PROVIDED AT THE CONTRACTOR'SEXPENSE, UNLESS DIRECTED OTHERWISE BY THE DESIGNATED REPRESENTATIVE. CONTRACTOR SHALL AT NO TIME COMPROMISE EITHERSAFETY OR ENVIRONMENTAL REQUIREMENTS.9. SEE SHEET 3.1 FOR THE EROSION AND SEDIMENTATION CONTROL PLAN AND DETAILS.10. ANY ALTERNATE ACCESS PLANNED BY THE CONTRACTOR SHALL BE APPROVED BY RI, JE, AND THE LANDOWNER PRIOR TO USE.11. NO FILL IN WETLANDS MAY OCCUR. ALL EXCESS SOILS FROM STREAM STABILIZATION AND CHANNEL WORK SHALL BE DISPOSED OF IN OLDSTREAM CHANNEL TO OTHER AREAS APPROVED BY MC, MCS, JE AND MVR&CD.12. SITE SHOULD BE “STORM READY” AT THE END OF EACH WORK DAY AND WORK WEEK.TOPOGRAPHIC SPECIFICATIONS AND NOTES13. ELECTRONIC SURVEY DATA, BASE DRAWINGS, AND SITE DATA WERE DEVELOPED BY JENNINGS ENVIRONMENTAL PLLC.14. HORIZONTAL DATUM IS NAD83(2011) & VERTICAL DATUM IS NAVD88. ALL COORDINATES ARE BASED ON NAD83(2011) AND ALL ELEVATIONSARE BASED ON NAVD88.15. EXISTING GROUND SURFACES WERE DEVELOPED BASED ON COMBINING AND MERGING LiDAR DATA AND A SITE SURVEY. SOME CHANGESMAY HAVE OCCURRED SINCE THE SURVEY WAS COMPLETED. VERTICAL ACCURACY OF EXISTING GROUND IS ± 1 FOOT.16. THE PROPOSED ELEVATIONS AND GRADES SHOWN HEREIN ARE BASED ON THE DATA DESCRIBED ABOVE THAT ENCOMPASSES THE EXISTINGGROUND SURFACE FROM WHICH ALL COMPUTATIONS OF CUT AND FILL ARE BASED. SLIGHT DISCREPANCIES BETWEEN THE EXISTINGGROUND AND DIGITAL SURFACE AND FIELD CONDITIONS CAN RESULT IN VARIATIONS OF TOTAL EXCAVATED QUANTITIES. THUS, QUANTITIESOF MATERIAL EXCAVATED SHOULD BE COMPARED TO THOSE SHOWN ON THE PLANSHEETS TO MANAGE THE MOVEMENT OF MATERIALACROSS THE SITE.17. THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION STAKEOUT. THE ENGINEER WILL BE AVAILABLE FOR VERIFICATION ANDASSISTANCE DURING STAKEOUT OF THE PLANS.STREAM RESTORATION SPECIFICATIONS AND NOTES18. FIELD CONDITIONS AND PROJECT VARIABILITY MAY REQUIRE ADAPTATION OF THE PLANSHEETS AND/OR DETAILS PROVIDED IN THECONSTRUCTION DOCUMENTS DEPENDING ON SITE CONDITIONS OR PROJECT NEEDS. MINOR VARIATION(S) OR ADAPTATION(S) OF THEPROPOSED WORK SHOWN ON THE PLANSHEETS AND/OR DETAILS ARE CONSIDERED INCIDENTAL TO THE WORK.19. WHERE PRACTICABLE, EXISTING TREES AND VEGETATION SHOULD BE LEFT IN PLACE TO FACILITATE NATURAL REGENERATION AND SOILSTABILIZATION.20. THE CONTRACTOR SHALL STAKE OUT THE PROPOSED STREAM CENTERLINE IN APPROXIMATELY 500 FT SECTIONS USING SURVEYINGEQUIPMENT FOR REVIEW BY THE ENGINEER BEFORE BEGINNING EXCAVATION AND GRADING. DEPENDING ON ENCOUNTERED CONDITIONSSOME SHIFTING OF THE STREAM ALIGNMENT MAY BE NECESSARY. STAKING MAY BE OMITTED FOR PORTIONS OF THE STREAM WHENSURVEY-GRADE GPS IS USED TO CONSTRUCT THE CHANNEL.21. PRIOR TO CLEARING AND GRUBBING, THE CONTRACTOR SHALL MARK THE LIMITS OF CLEARING NEAR TREES FOR VERIFICATION OF INTENTBY THE ENGINEER. SOME MINOR ADJUSTMENT OF CHANNEL ALIGNMENT MAY BE REQUIRED TO PRESERVE TREES OR MINIMIZE IMPACT TOTREES.22. ANY HARVESTING OF TREES FROM ONSITE MUST BE APPROVED BY THE ENGINEER.23. CONTRACTOR SHALL MINIMIZE, TO THE MAXIMUM EXTENT POSSIBLE, IMPACTS TO THE ADJACENT TREES.24. CONSTRUCTION EQUIPMENT TRACKS AND ACCESS PATHS SHALL BE GRADED AND RE-CONTOURED AFTER CONSTRUCTION TO PREVENT RILLAND GULLY EROSION.25. CONTRACTOR SHALL USE AN EXCAVATOR WITH A HYDRAULIC THUMB TO INSTALL IN-STREAM STRUCTURES.26. ELEVATIONS OF TRIBUTARIES AT CONFLUENCES MAY NEED TO BE ADJUSTED TO MEET CONSTRUCTED CONDITIONS. ADJUSTMENTS SHALLBE MADE IN CONJUNCTION WITH THE ENGINEER.27. PROFILES MAY NEED TO BE ADJUSTED TO AVOID ABRUPT CHANGES IN ELEVATION. ADJUSTMENTS SHALL BE MADE IN CONJUNCTION WITHTHE ENGINEER.28. STREAM RESTORATION WORK SHALL BE IMPLEMENTED BY FIRST GRADING THE FLOODPLAIN ADJACENT TO THE CHANNEL TO THEELEVATIONS AND GRADES SPECIFIED IN THE PLANSHEETS. THE PROPOSED STREAM CHANNEL SHALL THEN BE EXCAVATED TO THE CHANNELCROSS-SECTION GEOMETRY AND LONGITUDINAL PROFILE IN THE CONSTRUCTION DOCUMENTS. THIS CHANNEL WORK SHALL BE DONE WITHLOW GROUND PRESSURE TRACK EQUIPMENT. PLANSHEETS PROVIDE DIMENSIONS, ELEVATIONS AND SLOPES TO AID IN CONSTRUCTION OFTHE CHANNEL. THE THALWEG CAN FIRST BE EXCAVATED TO THE ELEVATION SPECIFIED IN THE LONGITUDINAL PROFILE AND EXCAVATIONAND FINE GRADING OF THE CROSS-SECTIONS SHALL THEN BE PERFORMED. ANY TEMPORARY STOCKPILING OR DOUBLE HANDLING OFEXCESS EARTH NECESSARY TO BUILD THE CHANNEL SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION.29. BANKFULL CHANNEL DIMENSIONS WILL BE HELD TO THE DIMENSIONS SHOWN ON THE TYPICAL CROSS-SECTION PLANSHEETS. ELEVATIONSSHALL BE CONSTRUCTED WITHIN 0.1' (VERTICAL). WIDTHS AND DEPTHS MUST FALL WITHIN RANGES SHOWN IN THE PLANSHEETS. CHANNELCROSS-SECTION DIMENSIONS SHALL BE WITHIN 0.2' (HORIZONTAL).30. IF THE EXISTING GROUND IS LESS THAN 0.2' HIGHER THAN THE PROPOSED BANKFULL ELEVATION, IT IS NOT NECESSARY TO EXCAVATE TOTHE PROPOSED ELEVATIONS AND GRADES IN THE CONSTRUCTION DOCUMENTS.31. THE CONTRACTOR SHALL UTILIZE NATIVE ONSITE ROCK, WOOD, AND VEGETATION MATERIALS WHERE AVAILABLE AND APPROVED BY THEENGINEER.32. IN-STREAM STRUCTURES SHALL BE INSTALLED AS THE CHANNEL IS BEING CONSTRUCTED. IN-STREAM STRUCTURES SHALL BE FINISHED TOA SMOOTH SURFACE IN ACCORDANCE WITH THE LINES, GRADES AND ELEVATIONS SHOWN IN THE CONSTRUCTION DOCUMENTS. THEFINISHED STRUCTURE SLOPES AND PROFILE ELEVATIONS SHALL BE WITHIN 0.1' (VERTICAL) OF THE CONSTRUCTION DOCUMENTS.33. WOOD AND ROCK STRUCTURES MAY BE SUBSTITUTED TO FIT FIELD CONDITIONS AND AVAILABLE MATERIALS.34. COIR LOG TOE PROTECTION MAY BE UTILIZED WHERE ADDITIONAL BANK REVETMENT IS NEEDED OR SUBSTITUTED FOR TOE WOODREVETMENT.35. FILTER FABRIC SHALL BE USED BENEATH ALL ROCK ARMORING AND WITH SPECIFIED STREAM AND STORMWATER STRUCTURES. ALL FILTERFABRIC SHALL BE 8OZ. NONWOVEN GEOTEXTILE UNLESS OTHERWISE SPECIFIED IN STRUCTURE DETAILS OR SPECIFICATIONS. FILTERFABRIC SHALL BE TRIMMED TIGHT TO THE SURFACE OF THE STRUCTURE AND SHOULD NOT BE OBSERVED BY VISUAL INSPECTION.36. BOULDER STRUCTURES SHALL BE CONSTRUCTED FROM BOULDERS THAT ARE CUBICAL OR RECTANGULAR IN SHAPE AND SIZED ACCORDINGTO THE STRUCTURE DETAILS.37. LOG STRUCTURES SHALL BE CONSTRUCTED FROM LOGS THAT ARE INTACT, WITH BRANCHES TRIMMED AND IN NON-DECOMPOSEDCONDITION AND APPROVED BY ENGINEER.60% PLANS FORPERMITTING10/15/2019DATE:
LEONARD FORK - STREAM RESTORATION
7 SAMUEL ASHE DRIVE
ASHEVILLE, NC 28805
919.600.4790
LINCOLN COUNTY, NORTH CAROLINA
GENERAL NOTES AND SPECIFICATIONS2.2REVISIONSPLOT SIZE: 11" x 17"SCALE: AS NOTEDH.D.: NAD83 (NCSP)V.D.: NAVD88JE PID: 4322DRAWN BY: JBBFILE NAME:STREAM RESTORATION SPECIFICATIONS AND NOTES CONTINUED38. AFTER THE STRUCTURE IS COMPLETE AND UNDIVERTED FLOW IS RESTORED TO THE CHANNEL, SOME ADJUSTMENT TO THE STRUCTURE OR ADDITIONAL STABILIZATION MEASURE MAY BE NECESSARY TO ACHIEVE THE DESIRED FUNCTION.39. THE CONSTRUCTED CHANNEL SHALL BE STABILIZED AS SOON AS POSSIBLE BY TEMPORARY AND PERMANENT SEEDING, ADDING STRAW MULCH TO BARE SOIL AND INSTALLING EROSION CONTROL MATTING FROM THE TOE OF THE BANKFULLCHANNEL TO 4' BEYOND THE BANKFULL STAGE. PRIOR TO INSTALLING THE EROSION CONTROL MATTING, PREPARE THE SOIL SURFACE BY LOOSENING 3 - 6” OF SOIL OR APPLING 3 - 6” OF TOPSOIL TO THE PROPOSED ELEVATIONS ANDAPPLYING SEED AND THEN STRAW MULCH. SEED SHALL BE BROADCAST EVENLY OF THE AREA USING A BROADCAST SPREADER PRIOR TO COVERING WITH THE EROSION CONTROL MATTING. THE MATTING SHALL BE ROLLED OUT IN THEDIRECTION OF ANTICIPATED RUNOFF FLOW. INSTALL MATTING IN ACCORDANCE WITH THE DETAIL INCLUDED IN THE CONSTRUCTION DOCUMENTS. REWORKING OF AREAS THAT DO NOT ESTABLISH VEGETATION OR BECOME UNSTABLE SHALLBE NECESSARY IF THE MATTING SEPARATES FROM THE SOIL.40. IF THE TIMING OF CONSTRUCTION IS SUCH THAT PERMANENT RIPARIAN SEED CANNOT BE PLACED UNTIL THE FALL OR WINTER, THEN THE CONTRACTOR SHALL SEED WITH TEMPORARY SUMMER COVER (MILLET - UROCHLOA RAMOSA) ANDRETURN THE FOLLOWING FALL OR SPRING TO INSTALL THE PERMANENT RIPARIAN SEED.41. THE HARVESTING AND INSTALLATION OF LIVE STAKES SHALL BE PERFORMED ONLY DURING THE DORMANT SEASON, TYPICALLY BETWEEN DECEMBER 1 AND MARCH 1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 7 DAYS PRIOR TOHARVESTING TO REVIEW AND APPROVE ALL HARVESTING SITES AND SPECIES.42. LIVE STAKES SHALL BE INSTALLED ALONG THE TOE OF SLOPE ON OUTSIDE MEANDER BENDS OF POOLS AND IN RIFFLES WHERE SHOWN ON THE RE-VEGETATION PLAN. LIVE STAKES SHALL BE INSTALLED THROUGH THE EROSION CONTROLMATTING TO A DEPTH THAT REACHES THE WATER TABLE OR AT LEAST 18" DEEP.43. EXCESS EARTH MAY BE USED TO BACKFILL THE OLD CHANNEL OR SPREAD IN OTHER LOCATIONS WITHIN THE PROJECT AREA THAT ARE APPROVED BY THE ENGINEER.44. TOPSOIL SHALL BE REMOVED FROM EXCAVATION AND FILL AREAS PRIOR EXCAVATION AND GRADING AND RE-APPLIED TO AREAS AFTER ROUGH GRADING IS COMPLETE. 2 - 4” OF TOPSOIL SHALL BE PLACED ON DISTURBED AREAS TO THEELEVATIONS AND GRADES INCLUDED IN THE CONSTRUCTION DOCUMENTS.45. FILL AREAS SHALL BE SEEDED WITH TEMPORARY VEGETATION WITHIN 14 DAYS OF GRADING. THE PLACEMENT OF STRAW MULCH SHALL OCCUR WITHIN 48 HOURS OF SEEDING. MULCH SHALL BE SPREAD TO COVER DISTURBED CHANNEL ANDFLOODPLAIN AREAS. MULCH SHALL BE KEPT OUT OF THE CROWNS OF SHRUBS AND GROUND COVER.QUANTITIES AND MATERIALS SPECIFICATIONS46. THE CONTRACTOR SHALL FURNISH ALL MATERIALS NECESSARY TO COMPLETE THE PROPOSED WORK UNLESS OTHER PROVISIONS HAVE BEEN AGREED UPON PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL DELIVER ALL MATERIALSTO THE DESIGNATED ACCESS POINTS AND STAGING AREAS OR TO A LOCATION SPECIFIED BY CONSTRUCTION DOCUMENTS. MATERIAL QUANTITIES, DIMENSIONS AND SIZES SHALL CONFORM TO THE NOTES AND SPECIFICATIONS PROVIDEDIN THE CONSTRUCTION DOCUMENTS OR ON THE QUANTITIES AND MATERIALS LIST. THE ENGINEER MAY INSPECT AND APPROVE ALL MATERIALS PRIOR TO CONSTRUCTION. IF MATERIALS DO NOT MEET THE MINIMUM REQUIREMENTSSPECIFIED IN THE CONSTRUCTION DOCUMENTS, THE ENGINEER SHALL REJECT THE MATERIALS.47. COSTS INCURRED DUE TO PROJECT DELAYS RESULTING FROM FAILURE OF THE CONTRACTOR TO MEET THE REQUIREMENTS OF THE GENERAL SPECIFICATIONS, CONSTRUCTION DOCUMENTS, OR CONSTRUCTION SPECIFICATIONS, SHALL BETHE EXPENSE OF THE CONTRACTOR. QUANTITIES LISTED ARE ESTIMATES ONLY AND SHALL BE CONFIRMED BY THE CONTRACTOR.48. THE EROSION CONTROL MEASURES DEPICTED ON THE PLANS ARE TO BE INSTALLED AS NEEDED TO KEEP ALL SEDIMENT ON SITE AND OUT OF STREAMS AND WETLANDS. ADDITIONAL EROSION CONTROL MEASURES (ABOVE THOSE SHOWNON THE PLANS AND ON THE QUANTITIES AND MATERIALS LIST) MAY BE REQUIRED IN ORDER TO KEEP ALL SEDIMENT ON SITE AND OUT OF STREAMS AND WETLANDS. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER PRIORTO INSTALLATION OF ADDITIONAL EROSION CONTROL MEASURES.49. ANY ADDITIONAL GRADING OTHER THAN WHAT IS SHOWN ON THE PLANS SHALL REQUIRE PRIOR APPROVAL FROM THE ENGINEER. ANY ADDITIONAL AREAS OF DISTURBANCE (CHANGES IN ACCESS, GRADING, CLEARING, ETC.) WILL REQUIREAPPROVAL FROM THE ENGINEER.50. THE USE OF ANY BRAND NAMES/MANUFACTURERS OR MODELS IS INTENDED SOLELY TO DENOTE THE QUALITY STANDARD OF THE DESIRED PRODUCT. ANY USE OF BRAND NAMES IS NOT INTENDED TO RESTRICT BIDDERS TO A SPECIFICBRAND, MAKE, MANUFACTURER, OR NAME. THE BRAND NAMES / MANUFACTURERS OF MODELS ARE INTENDED TO CONVEY THE GENERAL STYLE, TYPE, CHARACTER, AND QUALITY OF PRODUCT. EQUIVALENT PRODUCTS WILL BE ACCEPTABLEIF THE PROJECT OWNER OR ENGINEER HAS GIVEN APPROVAL OF THE SPECIFIC PRODUCT IN WRITING.51. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROVIDING STORAGE AREAS FOR CONSTRUCTION MATERIALS AND EQUIPMENT. THE MATERIAL AND EQUIPMENT STORAGE SHALL COMPLY WITH THE CONSTRUCTIONDOCUMENTS AND ALL LOCAL, STATE AND FEDERAL REGULATIONS THROUGHOUT THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL RESTORE THE STORAGE AREA TO ITS ORIGINAL (OR BETTER) CONDITION UPON COMPLETION OF THEPROJECT OR UPON SUCH TIME AS DIRECTED BY JE OR RI. SUCH RESTORATION SHALL BE AT NO ADDITIONAL COST. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFEGUARDING OF MATERIALS AND EQUIPMENT AGAINST FIRE, THEFTAND VANDALISM AND SHALL NOT HOLD RI, JE, OR LANDOWNER RESPONSIBLE IN ANY WAY FOR THE OCCURRENCES OF SAME. IF NECESSARY, THE CONTRACTOR SHALL FURNISH AND ERECT, AT NO ADDITIONAL COST, WHATEVER WORKSMAY BE NECESSARY FOR THE PROTECTION OF THE PUBLIC AND SAFEGUARDING OF EQUIPMENT, INCLUDING BUT NOT LIMITED TO BARRICADES, FENCES, ETC.52. THE CONTRACTOR SHALL ESTABLISH, PROVIDE AND MAINTAIN AN EFFECTIVE QUALITY CONTROL PROGRAM THAT DETAILS THE METHODS AND PROCEDURES TO BE TAKEN TO ASSURE THAT ALL MATERIALS AND COMPLETED WORK REQUIREDFOR THE PROJECT, CONFORM TO THE CONSTRUCTION DOCUMENTS. ALTHOUGH GUIDELINES ARE ESTABLISHED AND CERTAIN MINIMUM REQUIREMENTS ARE SPECIFIED HEREIN AND ELSEWHERE IN THE CONSTRUCTION DOCUMENTS, THECONTRACTOR IS FULLY RESPONSIBLE FOR DEVELOPING AND EXECUTING THEIR OWN QUALITY CONTROL PROGRAM. THE CONTRACTOR SHALL PERFORM INSPECTION, TESTING, AND MEASUREMENT OF ALL ITEMS OF WORK REQUIRED BYTHE CONSTRUCTION DOCUMENTS AND TECHNICAL SPECIFICATIONS, INCLUDING THOSE PERFORMED BY SUBCONTRACTORS. REVIEW OF THE MATERIALS AND COMPLETED WORK BY RI AND JE DOES NOT RELIEVE THE CONTRACTOR OFPERFORMING QUALITY CONTROL INSPECTIONS/REVIEW OF THE CONTRACTOR’S AND/OR SUBCONTRACTOR’S WORK.60% PLANS FORPERMITTING10/15/2019DATE:
LEONARD FORK - STREAM RESTORATION
7 SAMUEL ASHE DRIVE
ASHEVILLE, NC 28805
919.600.4790
LINCOLN COUNTY, NORTH CAROLINA
LEGEND AND MATERIALS2.3REVISIONSPLOT SIZE: 11" x 17"SCALE: AS NOTEDH.D.: NAD83 (NCSP)V.D.: NAVD88JE PID: 4322DRAWN BY: JBBFILE NAME:EXISTING STORMWATER PIPEEXISTING MAJOR CONTOUREXISTING MINOR CONTOURLIMITS OF DISTURBANCE LODEXISTING GIS PARCEL BOUNDARYPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOURPROPOSED CHANNEL BANKFULLPROPOSED CHANNEL CENTERLINEPROPOSED GRADING LIMITSPROPOSED CONSTRUCTED RIFFLEPROPOSED BOULDER J-HOOK VANEPROPOSED FLOODPLAIN TOE OF SLOPESTANDARD LINES AND SYMBOLSPROPOSED TOE WOOD REVETMENTPROPOSED LOG VANE WITH BOULDER J-HOOKOVERHEAD ELECTRICAL LINEEXISTING FENCE LINEEXISTING TREE LINEEXISTING SIGNIFICANT TREEEXISTING UTILITY POLEPROPOSED CONSTRUCTED RIFFLEWITH BOULDERSPROPOSED BOULDER J-HOOK VANEPROPOSED CHANNEL PLUGPROPOSED CONSTRUCTION ENTRANCE / CROSSINGPROPOSED ACCESS PATHPROPOSED SILT FENCEPROPOSED CONSTRUCTION SAFETY FENCEPROPOSED EROSION CONTROL WATTLESEXISTING CHANNEL CENTERLINE60% PLANS FORPERMITTING10/15/2019DATE:
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JOHNNY HOYLE - STREAM RESTORATION
7 SAMUEL ASHE DRIVE
ASHEVILLE, NC 28805
919.600.4790
LINCOLN COUNTY, NORTH CAROLINA
EROSION AND SEDIMENT CONTROL: PLAN3.1REVISIONSPLOT SIZE: 11" x 17"SCALE: 1" = 200'H.D.: NAD83 (NCSP)V.D.: NAVD88JE PID:DRAWN BY: JBBFILE NAME:60% PLANS FORPERMITTING10/15/2019DATE:
EXISTING ROADWAY6" MIN.35' MIN.50' MIN.NEW CONSTRUCTION15' MIN.12" MIN.FABRIC UNDER STONEPLANCROSS SECTIONNOTES:CONSTRUCTION ENTRANCE1. PUT SILT FENCE OR TREE PROTECTION FENCE UP2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT3. IF A PROJECT CONTINUES TO PULL MUD AND DEBRIS25' OR FULL WIDTH OF PROPOSED STREETOR ENTRANCE, WHICHEVER ISGREATER.2" - 3" STONE TO BE USED( SURGE STONE ORRAILROAD BALAST )BUT SUFFICIENT TO KEEPSEDIMENT ON SITEEXISTINGROADWAYTO ENSURE CONSTRUCTION ENTRANCE IS USED.THE MUD IS NOT REMOVED BY THE VEHICLE TRAVELINGOVER THE STONE, THEN THE TIRES OF THE VEHICLE MUST BE WASHED BEFORE ENTERING THE PUBLIC ROAD.ON TO THE PUBLIC ROAD, THE GOVERNING AUTHORITYWILL CLEAN THE AREA AND INVOICE THE FINANCIALLYRESPONSIBLE PERSON AS INDICATED ON THE FINANCIALRESPONSIBILITY FORM.STEEL POSTFRONT VIEWSIDE VIEW2'-0"3'-0"
26"FILL SLOPEGRADEWOVEN WIRE FABRICVARIABLE AS DIRECTED BY THE ENGINEER8' MAX.GRADESILT FENCE FABRICINSTALLED TO SECONDWIRE FROM TOPMIN. 12-1/2 GA.INTERMEDIATEWIRESMIN. 10 GA.LINE WIRES1.2.END OF SILT FENCE NEEDS TO BE TURNED UPHILL.FLOW SHALL NOT RUN PARALLEL WITH THE FENCE.NOTES:3.4"MINSILT FENCE GEOTEXTILE FABRICSEE N.C. STATE DENR PRACTICE STANDARDS & SPECIFICATIONSSEDIMENT FENCE SET FOR CONDITIONS WHERE PRACTICE APPLIES;PLANNING CONSIDERATIONS & DESIGN CRITERIA.PLASTIC ORWIRE TIES6"MINFRONT VIEWSIDE VIEW40"WARNING SIGN DETAILDO NOT ENTERCONSTRUCTION AREA3"4"3"4"4"18"NOTES:VARIABLE AS DIRECTED BY THE ENGINEER8' MAX.GRADECONSTRUCTION AREADO NOT ENTERORANGE, UV RESISTANTHIGH - TENSILE STRENGTHPOLY BARRICADE FABRIC (TYPICAL)WARNING SIGNORANGE, UV RESISTANTHIGH - TENSILE STRENGTHPOLY BARRICADE FABRIC (TYPICAL)PLASTIC ORWIRE TIES1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL.2. LETTERS TO BE 3" HIGH MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.3. PLACE A SIGN AT EACH END OF LINEAR SAFETY FENCING AND 50' ON CENTER THEREAFTER.4. FOR CONSTRUCTION AREAS LESS THAN 200' IN PERIMETER, PROVIDE NO LESS THAN ONE SIGN PER PROTECTION AREA.5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.6. MAINTAIN SAFETY FENCE THROUGHOUT DURATION OF PROJECT.CONSTRUCTION SAFETY FENCESILT FENCETEMPORARY STREAM FORD CROSSINGSTEEL POST3'-0"
26"WARNING SIGNSTRAW WATTLE12" MIN. DIAMETER2" X 2" WOOD STAKE2" X 2" WOOD STAKESLOPEVARIESSTRAW WATTLE12" MIN. DIAMETERSTRAW WATTLESISOMETRIC VIEWSIDE VIEWJOHNNY HOYLE - STREAM RESTORATION
7 SAMUEL ASHE DRIVE
ASHEVILLE, NC 28805
919.600.4790
LINCOLN COUNTY, NORTH CAROLINA3.2REVISIONSPLOT SIZE: 11" x 17"SCALE: 1" = 200'H.D.: NAD83 (NCSP)V.D.: NAVD88JE PID:DRAWN BY: JBBFILE NAME:EROSION AND SEDIMENT CONTROL: NOTES AND DETAILSDURING PROJECT IMPLEMENTATION, BMPS/CONSERVATION MEASURES WILL BE IMPLEMENTED TOREDUCE SEDIMENTATION INTO LEONARD FORK. EFFORTS WILL BE MADE TO LIMIT AND EXPEDITEEQUIPMENT TIME IN THE STREAM CHANNEL. WHEN POSSIBLE, WORK WILL OCCUR FROM THESTREAMBANKS. THE DESIGN ATTEMPTS TO MINIMIZE SEDIMENTATION AND OTHER POTENTIALLYNEGATIVE IMPACTS THROUGH THE FOLLOWING PRACTICES:1. EXCAVATION AND GRADING ON THE SITE IS BALANCED. NO EARTH SHOULD BE REMOVEDFROM THE LOD.2. THE CONTRACTOR WILL BE REQUIRED TO STAGE AND STORE EQUIPMENT AND MATERIALS ATLEAST 25 FEET FROM TOP OF BANKS).3. EQUIPMENT WILL BE WELL-MAINTAINED, CLEANED PRIOR TO MOBILIZATION, AND CHECKEDDAILY FOR LEAKS OF PETROLEUM PRODUCTS.4. FUELING WILL BE PERFORMED IN A CONTAINED AREA AWAY FROM SURFACE WATER.5. THE CONTRACTOR WILL BE REQUIRED TO STAGE WORK SUCH THAT DISTURBED AREAS WILLBE STABILIZED IN PHASES WITH SEEDING, MULCH AND BIODEGRADABLE (COIR) EROSIONCONTROL MATTING (WHERE APPROPRIATE).6. ALL TREES, UTILITIES AND OTHER SITE FEATURES WILL BE PROTECTED UNLESS MARKED FORREMOVAL OR RELOCATION.7. ALL WORK ADJACENT TO STREAM WATERS WILL BE CONDUCTED IN A DRY WORK AREA TOTHE EXTENT POSSIBLE.8. TO THE EXTENT POSSIBLE, CONSTRUCTION WILL BE TIMED TO OCCUR DURING TIMES OF LOWFLOW.9. CONSTRUCTION ACTIVITIES SHALL NOT OCCUR IN THE CHANNEL DURING WET WEATHER ORSTORMFLOWS.10.CONSTRUCTION SCHEDULING AND STAGING WILL BE TIMED TO MINIMIZE THE AMOUNT OFTIME SPENT WORKING IN THE STREAM CHANNEL.11.APPROPRIATELY SIZED EQUIPMENT WILL BE UTILIZED TO PREVENT EXCESSIVE COMPACTINGAND MINIMIZE CLEARING.60% PLANS FORPERMITTING10/15/2019DATE:
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITHTHE NCG01 CONSTRUCTION GENERAL PERMITImplementing the details and specifications on this plan sheet will result in the constructionactivity being considered compliant with the Ground Stabilization and Materials Handlingsections of the NCG01 Construction General Permit (Sections E and F, respectively). Thepermittee shall comply with the Erosion and Sediment Control plan approved by thedelegated authority having jurisdiction. All details and specifications shown on this sheetmay not apply depending on site conditions and the delegated authority having jurisdiction.GROUND STABILIZATION SPECIFICATIONStabilize the ground sufficiently so that rain will not dislodge the soil. Use one of thetechniques in the table below:POLYACRYLAMIDES (PAMS) AND FLOCCULANTS1. Select flocculants that are appropriate for the soils being exposed duringconstruction, selecting from the NC DWR List of Approved PAMS/Flocculants.2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.3. Apply flocculants at the concentrations specified in the NC DWR List of ApprovedPAMS/Flocculants and in accordance with the manufacturer's instructions.4. Provide ponding area for containment of treated Stormwater before dischargingoffsite.5. Store flocculants in leak-proof containers that are kept under storm-resistant coveror surrounded by secondary containment structures.HAZARDOUS AND TOXIC WASTE1. Create designated hazardous waste collection areas on-site.2. Place hazardous waste containers under cover or in secondary containment.3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.EQUIPMENT AND VEHICLE MAINTENANCE1. Maintain vehicles and equipment to prevent discharge of fluids.2. Provide drip pans under any stored equipment.3. Identify leaks and repair as soon as feasible, or remove leaking equipment from theproject.4. Collect all spent fluids, store in separate containers and properly dispose ashazardous waste (recycle when possible).5. Remove leaking vehicles and construction equipment from service until the problemhas been corrected.6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum productsto a recycling or disposal center that handles these materials.LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE1. Never bury or burn waste. Place litter and debris in approved waste containers.2. Provide a sufficient number and size of waste containers (e.g dumpster, trashreceptacle) on site to contain construction and domestic wastes.3. Locate waste containers at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.4. Locate waste containers on areas that do not receive substantial amounts of runofffrom upland areas and does not drain directly to a storm drain, stream or wetland.5. Cover waste containers at the end of each workday and before storm events orprovide secondary containment. Repair or replace damaged waste containers.6. Anchor all lightweight items in waste containers during times of high winds.7. Empty waste containers as needed to prevent overflow. Clean up immediately ifcontainers overflow.8. Dispose waste off-site at an approved disposal facility.9. On business days, clean up and dispose of waste in designated waste containers.PAINT AND OTHER LIQUID WASTE1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.2. Locate paint washouts at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.3. Contain liquid wastes in a controlled area.4. Containment must be labeled, sized and placed appropriately for the needs of site.5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes fromconstruction sites.PORTABLE TOILETS1. Install portable toilets on level ground, at least 50 feet away from storm drains,streams or wetlands unless there is no alternative reasonably available. If 50 footoffset is not attainable, provide relocation of portable toilet behind silt fence or placeon a gravel pad and surround with sand bags.2. Provide staking or anchoring of portable toilets during periods of high winds or in highfoot traffic areas.3. Monitor portable toilets for leaking and properly dispose of any leaked material.Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replacewith properly operating unit.HERBICIDES, PESTICIDES AND RODENTICIDES1. Store and apply herbicides, pesticides and rodenticides in accordance with labelrestrictions.2. Store herbicides, pesticides and rodenticides in their original containers with thelabel, which lists directions for use, ingredients and first aid steps in case ofaccidental poisoning.3. Do not store herbicides, pesticides and rodenticides in areas where flooding ispossible or where they may spill or leak into wells, stormwater drains, ground wateror surface water. If a spill occurs, clean area immediately.4. Do not stockpile these materials onsite.CONCRETE WASHOUTS1. Do not discharge concrete or cement slurry from the site.2. Dispose of, or recycle settled, hardened concrete residue in accordance with localand state solid waste regulations and at an approved facility.3. Manage washout from mortar mixers in accordance with the above item and inaddition place the mixer and associated materials on impervious barrier and withinlot perimeter silt fence.4. Install temporary concrete washouts per local requirements, where applicable. If analternate method or product is to be used, contact your approval authority forreview and approval. If local standard details are not available, use one of the twotypes of temporary concrete washouts provided on this detail.5. Do not use concrete washouts for dewatering or storing defective curb or sidewalksections. Stormwater accumulated within the washout may not be pumped into ordischarged to the storm drain system or receiving surface waters. Liquid waste mustbe pumped out and removed from project.6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless itcan be shown that no other alternatives are reasonably available. At a minimum,install protection of storm drain inlet(s) closest to the washout which could receivespills or overflow.7. Locate washouts in an easily accessible area, on level ground and install a stoneentrance pad in front of the washout. Additional controls may be required by theapproving authority.8. Install at least one sign directing concrete trucks to the washout within the projectlimits. Post signage on the washout itself to identify this location.9. Remove leavings from the washout when at approximately 75% capacity to limitoverflow events. Replace the tarp, sand bags or other temporary structuralcomponents when no longer functional. When utilizing alternative or proprietaryproducts, follow manufacturer's instructions.10. At the completion of the concrete work, remove remaining leavings and dispose ofin an approved disposal facility. Fill pit, if applicable, and stabilize any disturbancecaused by removal of washout.EARTHEN STOCKPILE MANAGEMENT1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least50 feet away from storm drain inlets, sediment basins, perimeter sediment controlsand surface waters unless it can be shown no other alternatives are reasonablyavailable.2. Protect stockpile with silt fence installed along toe of slope with a minimum offset offive feet from the toe of stockpile.3. Provide stable stone access point when feasible.4. Stabilize stockpile within the timeframes provided on this sheet and in accordancewith the approved plan and any additional requirements. Soil stabilization is definedas vegetative, physical or chemical coverage techniques that will restrain acceleratederosion on disturbed soils for temporary or permanent control needs.SECTION E: GROUND STABILIZATIONRequired Ground Stabilization TimeframesNote: After the permanent cessation of construction activities, any areas with temporaryground stabilization shall be converted to permanent ground stabilization as soon aspracticable but in no case longer than 90 calendar days after the last land disturbingactivity. Temporary ground stabilization shall be maintained in a manner to render thesurface stable against accelerated erosion until permanent ground stabilization is achieved.Site Area DescriptionTimeframe variations-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQW Zones-10 days for Falls Lake Watershed unlessthere is zero slopeStabilize within thismany calendardays after ceasingland disturbance77714NoneNone(a) Perimeter dikes,swales, ditches, andperimeter slopes(b) High Quality Water(HQW) Zones(c) Slopes steeper than3:1If slopes are 10' or less in length and arenot steeper than 2:1, 14 days areallowed(d) Slopes 3:1 to 4:1(e) Areas with slopesflatter than 4:114-7 days for slopes greater than 50' inlength and with slopes steeper than 4:1-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQWZones-10 days for Falls Lake WatershedJOHNNY HOYLE - STREAM RESTORATION
7 SAMUEL ASHE DRIVE
ASHEVILLE, NC 28805
919.600.4790
LINCOLN COUNTY, NORTH CAROLINA
EROSION AND SEDIMENT CONTROL:
NCG01 GROUND STABILIZATION AND MATERIALS HANDLING3.3REVISIONSPLOT SIZE: 11" x 17"SCALE: 1" = 200'H.D.: NAD83 (NCSP)V.D.: NAVD88JE PID:DRAWN BY: JBBFILE NAME:60% PLANS FORPERMITTING10/15/2019DATE:
RIFFLE CROSS-SECTIONSLEONARD FORKPOOL CROSS-SECTIONSLEONARD FORK3 : 1 PARAMETERVALUELEONARD FORK - STREAM RESTORATION
7 SAMUEL ASHE DRIVE
ASHEVILLE, NC 28805
919.600.4790
LINCOLN COUNTY, NORTH CAROLINA
STREAM RESTORATION: PROPOSED CHANNEL CROSS-SECTIONS4.1REVISIONSPLOT SIZE: 11" x 17"SCALE: AS NOTEDH.D.: NAD83 (NCSP)V.D.: NAVD88JE PID: 4322DRAWN BY: JBBFILE NAME:60% PLANS FORPERMITTING10/15/2019DATE:
7887897907917927937947877887897907917927937940+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 9+00 9+50 10+0010+50 11+00 11+50 12+00 12+50 13+00 13+50
ELV: 792.75ELV: 792.55ELV: 792.40ELV: 792.10ELV: 792.00ELV: 791.75ELV: 791.60ELV: 791.30
ELV: 791.10
ELV: 790.45
ELV: 790.25
ELV: 789.95
ELV: 789.80
ELV: 789.50
ELV: 789.30
ELV: 789.10
ELV: 788.90
ELV: 788.70
ELV: 788.50
ELV: 788.40
LEONARD FORK - STREAM RESTORATION
7 SAMUEL ASHE DRIVE
ASHEVILLE, NC 28805
919.600.4790
LINCOLN COUNTY, NORTH CAROLINA
STREAM RESTORATION: PROPOSED PLAN AND PROFILE4.2REVISIONSPLOT SIZE: 11" x 17"SCALE: AS NOTEDH.D.: NAD83 (NCSP)V.D.: NAVD88JE PID: 4322DRAWN BY: JBBFILE NAME:60% PLANS FORPERMITTING10/15/2019DATE:
STA 5+357807857907958008058107807857907958008058100 20 40 60 80 100 120 1400-20-40-60-80-100-120-140STA 9+827807857907958008058107807857907958008058100 20 40 60 80 100 120 1400-20-40-60-80-100-120-140LEONARD FORK - STREAM RESTORATION
7 SAMUEL ASHE DRIVE
ASHEVILLE, NC 28805
919.600.4790
LINCOLN COUNTY, NORTH CAROLINA
STREAM RESTORATION: PROPOSED CHANNEL CROSS-SECTIONS4.3REVISIONSPLOT SIZE: 11" x 17"SCALE: AS NOTEDH.D.: NAD83 (NCSP)V.D.: NAVD88JE PID: 4322DRAWN BY: JBBFILE NAME:FEATURE TABLE60% PLANS FORPERMITTING10/15/2019DATE:
ALL RIFFLESLEONARD FORK - STREAM RESTORATION
7 SAMUEL ASHE DRIVE
ASHEVILLE, NC 28805
919.600.4790
LINCOLN COUNTY, NORTH CAROLINA
STREAM RESTORATION: CONSTRUCTED RIFFLE DETAIL4.4REVISIONSPLOT SIZE: 11" x 17"SCALE: AS NOTEDH.D.: NAD83 (NCSP)V.D.: NAVD88JE PID: 4322DRAWN BY: JBBFILE NAME:60% PLANS FORPERMITTING10/15/2019DATE:
CONSTRUCTED BOULDER RIFFLE'30 - 40oLEONARD FORK - STREAM RESTORATION
7 SAMUEL ASHE DRIVE
ASHEVILLE, NC 28805
919.600.4790
LINCOLN COUNTY, NORTH CAROLINA
STREAM RESTORATION: CONSTRUCTED BOULDER RIFFLE DETAIL4.5REVISIONSPLOT SIZE: 11" x 17"SCALE: AS NOTEDH.D.: NAD83 (NCSP)V.D.: NAVD88JE PID: 4322DRAWN BY: JBBFILE NAME:60% PLANS FORPERMITTING10/15/2019DATE:
.B'B A'AA'AGEOTEXTILELEONARD FORK - STREAM RESTORATION
7 SAMUEL ASHE DRIVE
ASHEVILLE, NC 28805
919.600.4790
LINCOLN COUNTY, NORTH CAROLINA
STREAM RESTORATION: LOG VANE WITH BOULDER J-HOOK DETAIL4.6REVISIONSPLOT SIZE: 11" x 17"SCALE: AS NOTEDH.D.: NAD83 (NCSP)V.D.: NAVD88JE PID: 4322DRAWN BY: JBBFILE NAME:60% PLANS FORPERMITTING10/15/2019DATE:
ABOULDERPROPOSED BANKFULL WSE.LEONARD FORK - STREAM RESTORATION
7 SAMUEL ASHE DRIVE
ASHEVILLE, NC 28805
919.600.4790
LINCOLN COUNTY, NORTH CAROLINA
STREAM RESTORATION: BOULDER J-HOOK VANE DETAIL4.7REVISIONSPLOT SIZE: 11" x 17"SCALE: AS NOTEDH.D.: NAD83 (NCSP)V.D.: NAVD88JE PID: 4322DRAWN BY: JBBFILE NAME:60% PLANS FORPERMITTING10/15/2019DATE:
ABOULDERPROPOSED BANKFULL WSE.LEONARD FORK - STREAM RESTORATION
7 SAMUEL ASHE DRIVE
ASHEVILLE, NC 28805
919.600.4790
LINCOLN COUNTY, NORTH CAROLINA
STREAM RESTORATION: BOULDER CROSS VANE DETAIL4.8REVISIONSPLOT SIZE: 11" x 17"SCALE: AS NOTEDH.D.: NAD83 (NCSP)V.D.: NAVD88JE PID: 4322DRAWN BY: JBBFILE NAME:60% PLANS FORPERMITTING10/15/2019DATE:
AA'LEONARD FORK - STREAM RESTORATION
7 SAMUEL ASHE DRIVE
ASHEVILLE, NC 28805
919.600.4790
LINCOLN COUNTY, NORTH CAROLINA
STREAM RESTORATION: TOE WOOD REVETMENT DETAIL4.9REVISIONSPLOT SIZE: 11" x 17"SCALE: AS NOTEDH.D.: NAD83 (NCSP)V.D.: NAVD88JE PID: 4322DRAWN BY: JBBFILE NAME:60% PLANS FORPERMITTING10/15/2019DATE:
3'BANKFULL2.5' (TYP)2.5'(TYP)2.5'(TYP)2'(TYP)2'(TYP)AA'LEONARD FORK - STREAM RESTORATION
7 SAMUEL ASHE DRIVE
ASHEVILLE, NC 28805
919.600.4790
LINCOLN COUNTY, NORTH CAROLINA
STREAM RESTORATION: EROSION CONTROL MATTING DETAIL4.10REVISIONSPLOT SIZE: 11" x 17"SCALE: AS NOTEDH.D.: NAD83 (NCSP)V.D.: NAVD88JE PID: 4322DRAWN BY: JBBFILE NAME:60% PLANS FORPERMITTING10/15/2019DATE:
LEONARD FORK - STREAM RESTORATION
7 SAMUEL ASHE DRIVE
ASHEVILLE, NC 28805
919.600.4790
LINCOLN COUNTY, NORTH CAROLINA
RE-VEGETATION PLAN5.1REVISIONSPLOT SIZE: 11" x 17"SCALE: AS NOTEDH.D.: NAD83 (NCSP)V.D.: NAVD88JE PID: 4322DRAWN BY: JBBFILE NAME:1. SOIL PREPARATION ELEMENTS, TEMPORARY AND PERMANENT SEED AND GROUNDCOVER SHALL BE SPREAD OVER ALL AREAS WITHIN THE LOD THAT ARE DISTURBEDDURING CONSTRUCTION.2. THE LANDOWNER PREFERS THAT ANY REVEGETATION OUTSIDE OF THE RIPARIANPLANTING AREA CONSIST OF TALL FESCUE, LIME, AND FERTILIZER.3. LIVE STAKES, BARE ROOT STOCK AND CONTAINERIZED PLANTS SHALL BE LOCATEDWHERE SHOWN ON PLAN.4. ADJUSTMENTS TO THE VEGETATION PLAN SHALL BE MADE ONLY IF APPROVED BY THEENGINEER.5. LONG-TERM SUCCESS OF THE PROJECT WILL BE DEPENDENT ON THE LANDOWNER'SABILITY TO MONITOR AND REMOVE BEAVERS FROM THE SITE.6. ALLOW BARE ROOTS TO SOAK IN WATER AN HOUR OR TWO BEFORE PLANTING. DO NOTSOAK THE ROOTS FOR MORE THAN 24 HOURS.7. DIG A PLANTING PIT THAT IS THREE (3) TIMES WIDER THAN THE TREE’S CURRENT ROOTSYSTEM. SPREAD OUT ROOTS TO ENCOURAGE OUTWARD GROWTH.8. KEEP THE TREE VERTICAL IN THE PLANTING PIT (PERPENDICULAR TO THE GROUND) SOTHAT IT GROWS STRAIGHT.9. REFILL THE PIT WITH NATIVE SOIL (WHAT WAS REMOVED AT DIGGING TIME), AND ANYOTHER SOIL AMENDMENTS.10. GENTLY TAMP OUT ANY AIR POCKETS FROM THE SOIL ONCE THE PLANTING HOLE ISFILLED.11. LIVE STAKES MUST BE DORMANT WHEN CUT. KEEP LIVE STAKES MOIST UNTIL PLANTING.THE STAKE SHOULD BE PREPARED WITH THE BUDS POINTED UP, AND THE BOTTOMSHOULD BE CUT AT AN ANGLE FOR EASY INSERTION INTO THE GROUND.12. LIVE STAKES SHOULD BE PLACED WITH 23 TO 34 OF THE LENGTH OF THE STAKE BELOWGROUND AND ANGLED DOWNSTREAM. ENSURE THE BASE OF THE LIVE STAKE WILL REACHTHE WATER TABLE.13. AN IRON BAR CAN BE USED TO MAKE A PILOT HOLE TO PREVENT BARK FROM BEINGDAMAGED DURING INSTALLATION.14. INSERT LIVE STAKES POINTED END FIRST INTO THE STREAMBANK.15. STOCK SHALL HAVE BEEN GROWN IN A CONTAINER LONG ENOUGH FOR THE ROOTSYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER ONCEREMOVED FROM THE CONTAINER.16. CONTAINER PLANTS WILL NEED TO BE WATERED REGULARLY AND PLACED IN SHADYCONDITIONS UNTIL PLANTING OCCURS.CREATE PLANTING AREA FOR EACH PLANT ANDEXCAVATE PIT.17. THE DIAMETER OF THE PLANTING PITS FOR EACH PLANT SHOULD BE AT LEAST THREETIMES THE DIAMETER OF THE ROOT MASS. SCARIFY THE PLANTING PIT PRIOR TO EACHPLANT INSTALLATION.18. SET PLANTS UPRIGHT IN THE CENTER OF THE PIT. THE BOTTOM OF THE ROOT MASSSHOULD BE RESTING ON UNDISTURBED SOIL.19. PLACE BACKFILL AROUND BASE AND SIDES OF ROOT MASS, AND WORK EACH LAYER TOSETTLE BACKFILL AND TO ELIMINATE VOIDS AND AIR POCKETS. WHEN PIT ISAPPROXIMATELY 23 FULL, WATER THOROUGHLY BEFORE PLACING REMAINDER OF THEBACKFILL. WATER AGAIN AFTER PLACING FINAL LAYER OF BACKFILL.NC Piedmont Riparian MixEARNMX - 307 (OR EQUIV.)SEED1.0 LBS / 1000 SF119Betula nigraRIVER BIRCHLS / BR3' O.C.500Cephalanthus occidentalisBUTTON BUSHLS / BR3' O.C.200Comus amomumSILKY DOGWOODLS / BR3' O.C.500Salix nigraBLACK WILLOWLS / BR3' O.C.700Physocarpus opulifoliusNINE BARKLS / BR3' O.C.200Sambucus nigraELDERBERRYLS / BR3' O.C.200Platanus occidentalisSYCAMORELS / BR3' O.C.500Betula nigraRIVER BIRCH3 GAL POT AS DIRECTED BY ENGINEER25Platanus occidentalisSYCAMORE3 GAL POT AS DIRECTED BY ENGINEER25Juncus effususSOFT RUSHPLUG5' O.C.400Carex crinitaFRINGED SEDGEPLUG5' O.C.150Secale CerealeRYE GRAINSEED200 LBS / AC550 LBSTrifolium incarnatumCRIMSON CLOVERSEED20 LBS / AC50 LBS------GROUND AG. LIMESTONEPELLET1500 LBS / AC4000 LBS------10-10-10 FERTILIZERPELLET750 LBS / AC2000 LBS------WHEAT STRAW MULCHSTRAW4000 LBS / AC10800 LBS60% PLANS FORPERMITTING10/15/2019DATE: