2025-05-12_Green_Property_Design_Drawings.pdf

PROJECT LOCATION

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PROJECT LOCATION

MAY 2025

NORTH

SITE LOCATION

SYCAMORE SHOALS STATE PARK (GREENE PROPERTY)

ELIZABETHTON, TENNESSEE

COVER C000

SITE

SITE LOCATION MAP

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WATAUGA RIVER SLOPE STABILIZATION PLAN

CONSTRUCTION DRAWINGS

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TENNESSEE DEPARTMENT OF ENVIRONMENT AND CONSERVATION

BUREAU OF PARKS AND CONSERVATION & DIVISION OF REMEDIATION

NASHVILLE, TENNESSEE

DESCRIPTIONDATENO

REVISION RECORD

DATE: DWG SCALE:

DRAWN BY: CHECKED BY: APPROVED BY:

PROJECT NO:

SHEET OF

DRAWING NO.:

MAY 2025

DW AQ DW

1 9

NORTH

ISSUED FOR CONSTRUCTION

SHEET NUMBER SHEET TITLE

SHEET LIST TABLE

C000 COVER

C001 GENERAL NOTES

C100 EXISTING CONDITIONS

C300 PROPOSED GRADING

C301 EPSC PLAN

C600 DETAILS

C601 DETAILS (2)

C602 DETAILS (3)

C710 POINT TABLE

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TROUS-

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BUREN

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WILSON

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WILLIAMSON

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WHITE

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WEAKLEY

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WAYNE

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WASHINGTON

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WARREN

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VAN

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UNION

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UNICOI

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DALE

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TIPTON

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SUMNER

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SULLIVAN

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STEWART

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SMITH

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SHELBY

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SEVIER

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SEQUATCHIE

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SCOTT

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RUTHERFORD

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ROBERTSON

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ROANE

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RHEA

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PUTNAM

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POLK

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PICKETT

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PERRY

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OVERTON

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OBION

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MORGAN

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MOORE

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MONTGOMERY

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MONROE

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MEIGS

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MAURY

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MARSHALL

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MARION

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MADISON

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MACON

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LOUDON

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LINCOLN

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LEWIS

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LAWRENCE

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LAUDERDALE

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LAKE

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KNOX

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JOHNSON

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JEFFERSON

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JACKSON

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HUMPHREYS

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HOUSTON

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HICKMAN

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HENRY

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HENDERSON

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HAYWOOD

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HAWKINS

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HARDIN

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HARDEMAN

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HANCOCK

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HAMILTON

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HAMBLEN

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GRUNDY

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GREENE

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GRAINGER

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GILES

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GIBSON

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FRANKLIN

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FENTRESS

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FAYETTE

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DYER

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DICKSON

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DEKALB

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DECATUR

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DAVIDSON

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CUMBERLAND

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CROCKETT

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COFFEE

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COCKE

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CLAY

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CLAIBORNE

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CHESTER

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CHEATHAM

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CARROLL

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CANNON

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CAMPBELL

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BRADLEY

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BLOUNT

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BLEDSOE

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BENTON

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BEDFORD

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ANDERSON

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%%USTANDARD DETAIL CALLOUT

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STANDARD REVISION CALLOUT

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DETAIL REFERENCED

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SHEET SET REVISION NUMBER

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SHEET WHERE DETAIL IS PRESENTED

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NOT TO SCALE

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CARTER

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BY:

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DATE:

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DW

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GENERAL NOTES C001

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PURPOSE NOTE

UTILITY NOTES

GENERAL NOTES

LAYOUT NOTES

GRADING NOTES

SURVEY NOTES

EROSION PREVENTION AND SEDIMENT CONTROL GENERAL NOTES

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TENNESSEE DEPARTMENT OF ENVIRONMENT AND CONSERVATION

BUREAU OF PARKS AND CONSERVATION & DIVISION OF REMEDIATION

NASHVILLE, TENNESSEE

DESCRIPTIONDATENO

REVISION RECORD

DATE: DWG SCALE:

DRAWN BY: CHECKED BY: APPROVED BY:

PROJECT NO:

SHEET OF

DRAWING NO.:

MAY 2025

DW AQ DW

2 9

ISSUED FOR CONSTRUCTION

AutoCAD SHX Text THE PURPOSE OF THIS PROJECT IS TO (A) STABILIZE THE EASTERN SHORE OF THE WATAUGA RIVER IN THE VICINITY OF THE SYCAMORE SHOALS STATE PARK, AND (B) CREATE AN OBSERVATION AREA AS INDICATED ON THE DRAWINGS USING EXCAVATED MATERIAL. DURING THIS PROJECT, IT IS IMPERATIVE THAT NO SEDIMENT ENTER THE WATAUGA RIVER DURING CONSTRUCTION ACTIVITIES.

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1. ANY MODIFICATIONS TO THE WORK AS SHOWN ON THESE DRAWINGS MUST HAVE ANY MODIFICATIONS TO THE WORK AS SHOWN ON THESE DRAWINGS MUST HAVE PRIOR WRITTEN APPROVAL BY THE OWNER'S REPRESENTATIVE AND ENGINEER. 2. ALL LAND-DISTURBING ACTIVITIES SHALL BE SUBJECT TO INSPECTION AND SITE ALL LAND-DISTURBING ACTIVITIES SHALL BE SUBJECT TO INSPECTION AND SITE INVESTIGATION BY THE TENNESSEE DEPARTMENT OF ENVIRONMENT AND CONSERVATION. FAILURE TO COMPLY WITH THESE REGULATIONS IS SUBJECT TO LEGAL ENFORCEMENT ACTION. 3. SITE IS TO BE CONSTRUCTED IN A MANNER THAT REDUCES DISRUPTION TO SITE IS TO BE CONSTRUCTED IN A MANNER THAT REDUCES DISRUPTION TO NEIGHBORING OPERATIONS TO MAXIMUM EXTENT POSSIBLE. TEMPORARY MEASURES REQUIRED TO FACILITATE DAILY OPERATIONS DURING THE CONSTRUCTION PERIOD SHALL BE IMPLEMENTED BY THE CONTRACTOR; UNDER NO CIRCUMSTANCES SHOULD IMPLEMENTATION OF THESE MEASURES JEOPARDIZE THE SAFETY OF NEIGHBORING EMPLOYEES OR THE CONTRACTOR. 4. ALL TRENCHING AND BACKFILLING SHALL BE IN ACCORDANCE WITH ALL FEDERAL ALL TRENCHING AND BACKFILLING SHALL BE IN ACCORDANCE WITH ALL FEDERAL OSHA REGULATIONS. CONTRACTOR TO PAY PARTICULAR ATTENTION TO 29 CFR PART 1926, SUBPARTS M AND P. 5. THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THE CONTRACTOR AND SUBCONTRACTORS SHALL BE RESPONSIBLE FOR COMPLYING WITH APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS, TOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE PROTECTION OF PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. THE CONTRACTOR SHALL OBTAIN ALL APPLICABLE PERMITS AND PAY ALL REQUIRED FEES PRIOR TO BEGINNING WORK. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND SUBCONTRACTORS TO INITIATE, MAINTAIN AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. 6. CONTRACTOR SHALL REFER TO PLANS WITHIN THIS CONSTRUCTION SET FOR CONTRACTOR SHALL REFER TO PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION. IT IS NOT THE ENGINEER'S INTENT THAT ANY SINGLE PLAN SHEET IN THIS SET OF DOCUMENTS FULLY DEPICT ALL WORK ASSOCIATED WITH THE PROJECT. 7. BEFORE INSTALLATION OF UTILITIES, THE CONTRACTOR SHALL VERIFY ALL BEFORE INSTALLATION OF UTILITIES, THE CONTRACTOR SHALL VERIFY ALL CROSSINGS, BY EXCAVATION WHERE NECESSARY, AND INFORM THE OWNER AND THE ENGINEER OF ANY CONFLICTS. THE ENGINEER WILL BE HELD HARMLESS IN THE EVENT HE IS NOT NOTIFIED OF DESIGN CONFLICTS PRIOR TO CONSTRUCTION. 8. A GEOTECHNICAL INVESTIGATION FOR THE ENTIRE PROJECT AREA WAS NOT A GEOTECHNICAL INVESTIGATION FOR THE ENTIRE PROJECT AREA WAS NOT CONDUCTED.

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1. THE CONTRACTOR SHALL CHECK EXISTING GRADES, DIMENSIONS, AND INVERTS IN THE CONTRACTOR SHALL CHECK EXISTING GRADES, DIMENSIONS, AND INVERTS IN THE FIELD AND REPORT ANY DISCREPANCIES TO THE OWNER'S REPRESENTATIVE PRIOR TO BEGINNING WORK. 2. ALL DAMAGE TO EXISTING PAVEMENT TO REMAIN WHICH RESULTS FROM THE ALL DAMAGE TO EXISTING PAVEMENT TO REMAIN WHICH RESULTS FROM THE CONTRACTOR'S OPERATIONS SHALL BE REPLACED WITH LIKE MATERIALS AT THE CONTRACTOR'S EXPENSE. 3. CONTRACTOR SHALL MAINTAIN ONE SET OF AS-BUILT/RECORD DRAWINGS ON THE CONTRACTOR SHALL MAINTAIN ONE SET OF AS-BUILT/RECORD DRAWINGS ON THE JOB SITE DURING CONSTRUCTION FOR DISTRIBUTION TO THE OWNER AND/OR OWNER'S REPRESENTATIVE UPON COMPLETION.

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1. EARTHWORK SHALL INCLUDE CLEARING AND GRUBBING, STRIPPING AND EARTHWORK SHALL INCLUDE CLEARING AND GRUBBING, STRIPPING AND STOCKPILING TOPSOIL, MASS GRADING, EXCAVATION, FILLING, UNDERCUT AND REPLACEMENT, AND COMPACTION IF REQUIRED. 2. CONTRACTOR SHALL STRICTLY ADHERE TO THE CQA PLAN PREPARED FOR THIS CONTRACTOR SHALL STRICTLY ADHERE TO THE CQA PLAN PREPARED FOR THIS PROJECT AND THE EROSION PREVENTION & SEDIMENT CONTROL (EPSC) MEASURES DETAILED IN THESE DRAWINGS. 3. EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH TDOT STANDARD EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH TDOT STANDARD SPECIFICATIONS FOR ROAD & BRIDGE CONSTRUCTION SECTION 203. 4. EXCESS SOIL MATERIALS SHALL NOT BE PLACED OR STOCKPILED IN THE EXCESS SOIL MATERIALS SHALL NOT BE PLACED OR STOCKPILED IN THE FLOODPLAIN. 5. CONTRACTOR TO REFILL UNDERCUT AREAS WITH SUITABLE MATERIAL AND COMPACT CONTRACTOR TO REFILL UNDERCUT AREAS WITH SUITABLE MATERIAL AND COMPACT AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. 6. ALL AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE EPSC PLANS AND/OR ALL AREAS SHALL BE STABILIZED IN ACCORDANCE WITH THE EPSC PLANS AND/OR EPSC MEASURES DETAILED IN THESE DRAWINGS, UNLESS NOTED OTHERWISE. 7. ALL EXCESS SOIL MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR ALL EXCESS SOIL MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE DESIGNATED AND SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF OFFSITE AT NO ADDITIONAL COST TO THE OWNER IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS.

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1. THE CONTRACTOR IS PARTICULARLY CAUTIONED THAT THE LOCATION AND/OR THE CONTRACTOR IS PARTICULARLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF THE EXISTING UTILITIES SHOWN HEREON IS BASED ON TOPOGRAPHIC SURVEYS AND RECORD DRAWINGS. THE CONTRACTOR SHALL NOT RELY UPON THIS INFORMATION AS BEING EXACT OR COMPLETE. SHOULD UNCHARTED UTILITIES BE ENCOUNTERED DURING EXCAVATION OPERATIONS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AS SOON AS POSSIBLE FOR INSTRUCTIONS. THE CONTRACTOR SHALL CALL THE APPROPRIATE UTILITY COMPANY AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION AND REQUEST FIELD VERIFICATION OF UTILITY LOCATIONS. 2. SHOULD THE CONTRACTOR UNEXPECTEDLY ENCOUNTER UNDERGROUND UTILITIES AT SHOULD THE CONTRACTOR UNEXPECTEDLY ENCOUNTER UNDERGROUND UTILITIES AT ANY TIME DURING CONSTRUCTION, THE OWNER'S REPRESENTATIVE AND ENGINEER SHALL BE NOTIFIED IMMEDIATELY. 3. EXISTING UTILITIES LOCATED IN THE PROJECT LIMITS TO BE RELOCATED BY OTHERS. EXISTING UTILITIES LOCATED IN THE PROJECT LIMITS TO BE RELOCATED BY OTHERS. CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE FOR UTILITY RELOCATION. 4. INVESTIGATION, LOCATION, SUPPORT, PROTECTION, AND RESTORATION OF ALL INVESTIGATION, LOCATION, SUPPORT, PROTECTION, AND RESTORATION OF ALL EXISTING UTILITIES AND APPURTENANCES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE SEQUENCING OF THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE SEQUENCING OF CONSTRUCTION FOR ALL UTILITY LINES SO THAT WATER LINES, GAS LINES, AND UNDERGROUND ELECTRIC AND COMMUNICATION LINES DO NOT CONFLICT WITH SANITARY SEWERS OR STORM SEWERS. CONTRACTOR SHALL COORDINATE WITH THE OWNER'S REPRESENTATIVE SO THAT UTILITIES ARE INSTALLED PRIOR TO PAVEMENT CONSTRUCTION. 6. ALL TRENCH SPOILS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS ALL TRENCH SPOILS SHALL BECOME THE PROPERTY OF THE CONTRACTOR UNLESS OTHERWISE DESIGNATED AND SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF OFFSITE AT NO ADDITIONAL COST TO THE OWNER IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS.

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1. SURVEY NOTES ARE DETAILED ON OTHER PLAN SHEETS WITHIN THIS CONSTRUCTION SURVEY NOTES ARE DETAILED ON OTHER PLAN SHEETS WITHIN THIS CONSTRUCTION SET.

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1. THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL EROSION PREVENTION THE CONTRACTOR IS RESPONSIBLE FOR ADHERING TO ALL EROSION PREVENTION AND SEDIMENT CONTROL PROVISIONS AS SET FORTH IN THE CONTRACT DOCUMENTS AND TENNESSEE DEPARTMENT OF ENVIRONMENT AND CONSERVATION "EROSION AND SEDIMENT CONTROL HANDBOOK", LATEST EDITION. WHERE CONFLICTS EXIST BETWEEN HANDBOOK AND DESIGN PLANS, THE MOST STRINGENT REQUIREMENT SHALL APPLY. 2. CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES AND CONSTRUCTION TRAFFIC CONTRACTOR SHALL LIMIT CONSTRUCTION ACTIVITIES AND CONSTRUCTION TRAFFIC TO INSIDE LIMITS OF DISTURBANCE AT ALL TIMES. 3. TEMPORARY STABILIZATION SHALL BE PROVIDED TO ALL DISTURBED AREAS WITHIN TEMPORARY STABILIZATION SHALL BE PROVIDED TO ALL DISTURBED AREAS WITHIN 14 DAYS OF CEASING LAND DISTURBANCE ACTIVITIES. 4. PRE-CONSTRUCTION VEGETATIVE GROUND COVER SHALL NOT BE DESTROYED, PRE-CONSTRUCTION VEGETATIVE GROUND COVER SHALL NOT BE DESTROYED, REMOVED OR DISTURBED (I.E. CLEARING AND GRUBBING INITIATED) MORE THAN 14 CALENDAR DAYS PRIOR TO GRADING OR EARTH MOVING ACTIVITIES UNLESS THE AREA IS SEEDED AND/OR MULCHED OR OTHER TEMPORARY COVER IS INSTALLED. 5. CLEARING, GRUBBING, AND OTHER DISTURBANCE TO RIPARIAN VEGETATION SHALL BE CLEARING, GRUBBING, AND OTHER DISTURBANCE TO RIPARIAN VEGETATION SHALL BE LIMITED TO THE MINIMUM NECESSARY FOR SLOPE CONSTRUCTION AND EQUIPMENT OPERATIONS. UNNECESSARY VEGETATION REMOVAL IS PROHIBITED. 6. ALL DISTURBED AREAS SHALL BE PROPERLY STABILIZED AS SOON AS PRACTICABLE. ALL DISTURBED AREAS SHALL BE PROPERLY STABILIZED AS SOON AS PRACTICABLE. PRIORITY SHALL BE GIVEN TO FINISHING OPERATIONS AND PERMANENT EROSION PREVENTION AND SEDIMENT CONTROL MEASURES OVER TEMPORARY EROSION PREVENTION AND SEDIMENT CONTROL MEASURES ON ALL PROJECTS. SURFACE ROUGHENING SHALL BE PERFORMED ON ALL DISTURBED RIPARIAN AREAS. 7. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED CONCURRENTLY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED CONCURRENTLY WITH CLEARING OPERATIONS, AND SHALL BE FUNCTIONAL PRIOR TO ANY EARTH MOVING OPERATIONS. 8. EROSION PREVENTION AND SEDIMENT CONTROL (EPSC) INSPECTION, REPAIR, AND EROSION PREVENTION AND SEDIMENT CONTROL (EPSC) INSPECTION, REPAIR, AND MAINTENANCE OF STRUCTURES IS TO BE PERFORMED ON A REGULAR BASIS AND SEDIMENT SHALL BE REMOVED FROM SEDIMENT CONTROL STRUCTURES WHEN THE DESIGN CAPACITY HAS BEEN REDUCED BY FIFTY PERCENT (50%). DURING SEDIMENT REMOVAL, THE CONTRACTOR SHALL TAKE CARE TO ENSURE THAT STRUCTURAL COMPONENTS OF EROSION PREVENTION AND SEDIMENT CONTROL STRUCTURES ARE NOT DAMAGED AND THUS MADE INEFFECTIVE. IF DAMAGE DOES OCCUR, THE CONTRACTOR SHALL REPAIR THE STRUCTURES AT THE CONTRACTOR'S OWN EXPENSE. 9. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE ACCUMULATIONS OF SEDIMENT THAT HAVE NOT REACHED A STREAM MUST BE REMOVED AT A FREQUENCY SUFFICIENT TO MINIMIZE OFF-SITE IMPACTS. 10. SEEDING/MULCHING TO BE PERFORMED IN ACCORDANCE WITH THE TDOT SEEDING/MULCHING TO BE PERFORMED IN ACCORDANCE WITH THE TDOT STANDARDS SPECIFICATION FOR ROAD & BRIDGE CONSTRUCTION SECTION 801. 11. WOODEN STAKES USED TO ANCHOR THE ECM SHALL NOT EXTEND MORE THAN 1/2" WOODEN STAKES USED TO ANCHOR THE ECM SHALL NOT EXTEND MORE THAN 1/2" ABOVE GRADE. 12. WATER PUMPED FROM WORK AREAS AND EXCAVATION MUST BE HELD IN SETTLING WATER PUMPED FROM WORK AREAS AND EXCAVATION MUST BE HELD IN SETTLING BASINS OR TREATED BY FILTRATION PRIOR TO ITS DISCHARGE INTO SURFACE WATERS. WATER MUST BE HELD IN SETTLING BASINS UNTIL AT LEAST AS CLEAR AS THE RECEIVING WATERS. SETTLING BASINS SHALL NOT BE LOCATED CLOSER THAN 20 FEET FROM THE TOP BANK OF A STREAM. SETTLING BASINS AND SEDIMENT TRAPS SHALL BE PROPERLY DESIGNED ACCORDING TO THE SIZE OF THE DRAINAGE AREAS OR VOLUME OF WATER TO BE TREATED. TREATED WATER MUST BE DISCHARGED THROUGH A PIPE OR WELL-VEGETATED OR LINED CHANNEL, SO THAT THE DISCHARGE DOES NOT CAUSE EROSION OR SEDIMENT TRANSPORT. 13. CHECK DAMS SHALL BE USED WHERE RUNOFF IS CONCENTRATED. CLEAN ROCK, CHECK DAMS SHALL BE USED WHERE RUNOFF IS CONCENTRATED. CLEAN ROCK, BRUSH, GABION, OR SANDBAG CHECK DAMS SHALL BE PROPERLY CONSTRUCTED TO REDUCE WATER FLOW VELOCITY AND PROVIDE EROSION CONTROL. 14. INSPECTION OF EROSION PREVENTION AND SEDIMENT CONTROL MEASURES SHALL INSPECTION OF EROSION PREVENTION AND SEDIMENT CONTROL MEASURES SHALL BE DONE ACCORDING TO THE TENNESSEE CONSTRUCTION GENERAL PERMIT. 15. UPON CONCLUSION OF THE INSPECTIONS, EROSION PREVENTION AND SEDIMENT UPON CONCLUSION OF THE INSPECTIONS, EROSION PREVENTION AND SEDIMENT CONTROL (EPSC) MEASURES FOUND TO BE INEFFECTIVE SHALL BE REPAIRED, REPLACED, OR MODIFIED BEFORE THE NEXT RAIN EVENT, IF POSSIBLE, BUT IN NO CASE MORE THAN 7 DAYS AFTER THE INSPECTION OR WHEN THE CONDITION IS IDENTIFIED. IF THE REPAIR, REPLACEMENT OR MODIFICATION IS NOT PRACTICAL WITHIN THE TIMEFRAME, WRITTEN DOCUMENTATION MUST BE PROVIDED IN THE FIELD BOOK AND AN ESTIMATED REPAIR, REPLACEMENT OR MODIFICATION SCHEDULE SHALL BE DOCUMENTED WITHIN 24 HOURS AFTER IDENTIFICATION. 16. THE OPERATION OF EQUIPMENT IN WATERS OF THE STATE/U.S. IS PROHIBITED, THE OPERATION OF EQUIPMENT IN WATERS OF THE STATE/U.S. IS PROHIBITED, EXCEPT AS NEEDED TO PERFORM STREAM RESTORATION WORK AS DIRECTED BY THE ENGINEER. 17. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A PROACTIVE METHOD TO THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A PROACTIVE METHOD TO PREVENT LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION WASTES FROM ENTERING WATERS OF THE STATE/U.S. 18. THE CONTRACTOR SHALL TAKE APPROPRIATE STEPS TO ENSURE THAT PETROLEUM THE CONTRACTOR SHALL TAKE APPROPRIATE STEPS TO ENSURE THAT PETROLEUM PRODUCTS OR OTHER CHEMICAL POLLUTANTS ARE PREVENTED FROM ENTERING WATERS OF THE STATE/U.S. ALL EQUIPMENT REFUELING, SERVICING, AND STAGING AREAS SHALL COMPLY WITH ALL LOCAL, STATE, AND FEDERAL LAWS, RULES, REGULATIONS, AND ORDINANCES, INCLUDING THOSE OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA). APPROPRIATE CONTAINMENT MEASURES FOR THESE AREAS SHALL BE USED. ALL SPILLS MUST BE REPORTED TO THE APPROPRIATE AGENCY, AND MEASURES SHALL BE TAKEN IMMEDIATELY TO PREVENT THE POLLUTION OF WATERS OF THE STATE/U.S., INCLUDING GROUNDWATER, SHOULD A SPILL OCCUR. 19. THE CONTRACTOR SHALL PROTECT ALL TREES TO REMAIN IN ACCORDANCE WITH THE CONTRACTOR SHALL PROTECT ALL TREES TO REMAIN IN ACCORDANCE WITH THE SPECIFICATIONS.

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LEGEND:

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TENNESSEE DEPARTMENT OF ENVIRONMENT AND CONSERVATION

BUREAU OF PARKS AND CONSERVATION & DIVISION OF REMEDIATION

NASHVILLE, TENNESSEE

DESCRIPTIONDATENO

REVISION RECORD

DATE: DWG SCALE:

DRAWN BY: CHECKED BY: APPROVED BY:

PROJECT NO:

SHEET OF

DRAWING NO.:

MAY 2025

DW AQ DW

3 9

ISSUED FOR CONSTRUCTION

NORTH

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CEC GPS BASE (101) IRON ROD W/CAP N: 754,003.72 E: 3,071,765.25 Z: 1,481.31

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GATE

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AutoCAD SHX Text NORTH AMERICAN FIBERS, INC. MAP 40E, GROUP A, PARCEL 10.00 DEED BOOK 316, PAGE 492

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MOUNTAIN STATES HEALTH ALLIANCE MAP 40E, GROUP A, PARCEL 13.00 NO DEED REFERENCE

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TVA MAP 40E, GROUP A, PARCEL 13.02 NO DEED REFERENCE

AutoCAD SHX Text MOUNTAIN STATES HEALTH ALLIANCE MAP 40E, GROUP A, PARCEL 9.06 DEED BOOK 94, PAGE 575

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BLDG

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ASPHALT

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GRAVEL

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GRAVEL

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TIE LINE TO PROPERTY BOUNDARY

AutoCAD SHX Text STATE OF TENNESSEE MAP 40E, GROUP A, PARCEL 9.04 DEED BOOK 237, PAGE 362 ±18.376 ACRES PER DEED

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APPROXIMATE LOCATION OF 100' TVA ESMT (PLAT CAB. A, SLIDE 241)

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FEMA FLOODWAY (DIAGONAL HATCH)

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30' DRIVEWAY EASEMENT DB 506, PG 318 AND DB 96, PG 42

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FEMA ZONE AE

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EXISTING ABANDONED UNDERGROUND SEWER LINE (APPROX.) - SEE GENERAL NOTE 13.

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GATE

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EXISTING PROPERTY LINE

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EXISTING ADJACENT PROPERTY LINE

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EXISTING EASEMENT

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EXISTING INDEX CONTOUR

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EXISTING INTERMEDIATE CONTOUR

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EXISTING FENCE

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EXISTING TREELINE

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EXISTING OVERHEAD WIRE

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IRON PIN FOUND

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GUY WIRE

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UTILITY POLE

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GPS STATION

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AERIAL CONTROL POINT

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EDGE OF WATER (AS OF AUGUST 23-24, 2021)

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1. BEARINGS AND COORDINATES ARE BASED ON THE TENNESSEE STATE PLANE BEARINGS AND COORDINATES ARE BASED ON THE TENNESSEE STATE PLANE COORDINATE SYSTEM (NAD83)(2011). 2. BEARINGS AND DISTANCES FOR THE SUBJECT PROPERTY BOUNDARY ARE SHOWN BEARINGS AND DISTANCES FOR THE SUBJECT PROPERTY BOUNDARY ARE SHOWN HEREON PER THE CURRENT DEED OF RECORD FOUND IN DEED BOOK 237, PAGE 362. 3. ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF ELEVATIONS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), 4. CONTOURS ARE SHOWN AT 2 FOOT INTERVALS. CONTOURS ARE SHOWN AT 2 FOOT INTERVALS. 5. GPS SURVEY DATA GPS SURVEY DATA (A) TYPE OF GPS SURVEY: RTK & OPUS TYPE OF GPS SURVEY: RTK & OPUS RTK & OPUS (B) POSITIONAL ACCURACY: 0.05 FEET POSITIONAL ACCURACY: 0.05 FEET 0.05 FEET (C) COMPLETION DATE OF SURVEY: JANUARY 06, 2021 COMPLETION DATE OF SURVEY: JANUARY 06, 2021 JANUARY 06, 2021 (D) DATUM/EPOCH: NAD83(2011) EPOCH 2010.00 DATUM/EPOCH: NAD83(2011) EPOCH 2010.00 NAD83(2011) EPOCH 2010.00 (E) PUBLISHED/FIXED CONTROL USED: NGS PID'S DJ9532, DN7506, & DL2080 PUBLISHED/FIXED CONTROL USED: NGS PID'S DJ9532, DN7506, & DL2080 NGS PID'S DJ9532, DN7506, & DL2080 (F) GEOID MODEL: GEOID 18 GEOID MODEL: GEOID 18 GEOID 18 (G) COMBINED GRID FACTOR: 0.99992241 COMBINED GRID FACTOR: 0.99992241 0.99992241 6. ALL DEED BOOK AND PLAT REFERENCES PERTAIN TO THE REGISTER'S OFFICE ALL DEED BOOK AND PLAT REFERENCES PERTAIN TO THE REGISTER'S OFFICE FOR CARTER COUNTY, TENNESSEE. 7. PROPERTY LINES SHOWN WERE PLOTTED FROM INFORMATION TAKEN FROM PROPERTY LINES SHOWN WERE PLOTTED FROM INFORMATION TAKEN FROM EITHER DEED DESCRIPTION, PLATS, OR TAX MAPS. 8. THIS DRAWING IS NOT INTENDED TO BE USED AS OR REPRESENT A GENERAL THIS DRAWING IS NOT INTENDED TO BE USED AS OR REPRESENT A GENERAL PROPERTY SURVEY AS DEFINED BY T.C.A. 0820-03-.07. 9. IT IS RECOMMENDED THAT TENNESSEE ONE-CALL SYSTEM, INC. BE NOTIFIED IT IS RECOMMENDED THAT TENNESSEE ONE-CALL SYSTEM, INC. BE NOTIFIED BEFORE ANY EXCAVATION IS CONDUCTED. PHONE: 1-800-351-1111. 10. EXISTING CONTOURS AND TOPOGRAPHIC INFORMATION DERIVED FROM AN EXISTING CONTOURS AND TOPOGRAPHIC INFORMATION DERIVED FROM AN UNMANNED AERIAL LIDAR FLIGHT PERFORMED BY CIVIL & ENVIRONMENTAL CONSULTANTS, INC. ON JANUARY 6, 2021. LIDAR DATA WAS SUPPLEMENTED WITH RIVER/RIVERBANK SURVEY SHOTS PERFORMED BY CIVIL & ENVIRONMENTAL CONSULTANTS, INC. ON AUGUST 23-24, 2021 AND NOVEMBER 2024. CONTOURS THAT CHANGED AS PART OF THE 2024/2025 SLOPE STABILIZATION PROJECT ARE DEPICTED IN THEIR PRE-CONSTRUCTION CONDITION. 11. EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR TO CONSTRUCTION ON THIS PROJECT. 12. AS SHOWN HEREON, A PORTION OF THE PROPERTY IS LOCATED IN A FLOOD AS SHOWN HEREON, A PORTION OF THE PROPERTY IS LOCATED IN A FLOOD HAZARD ZONE "AE" (AREAS DETERMINED TO BE INSIDE THE 1% ANNUAL CHANCE FLOODPLAIN) ACCORDING TO F.I.R.M. MAP "CARTER COUNTY, TENNESSEE" PANEL 160 OF 400, MAP NUMBER 47019C0160E. REVISED SEPTEMBER 26, 2008. FLOODWAY AND HAZARD ZONES WERE GEOLOCATED FROM F.I.R.M. MAP AND DO NOT NECESSARILY CORRELATE WITH CONTOURS SHOWN ON PLAN. 13. EXISTING ABANDONED UNDERGROUND SEWER LINE (APPROX.) DERIVED FROM PDF "TOPOGRAPHIC OF LANDFILL" DWG. #86-28 CREATED BY TH&P,INC. SEPTEMBER 01, 1987.

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SCALE IN FEET

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2024-2025 SLOPE STABILIZATION PROJECT AREA

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PROPOSED CONSTRUCTION AREA

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BY:

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DATE:

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C100

0+00

1+00

2+00

3+00

4+004+01

0+50

1+50

2+50

3+50

0+00

1+00

2+00

3+00

3+33

0+50

1+50

2+50

0+

1+

1+

0+

1+

A

A'

B'

C'

B

C

BLEND RIPRAP WITH

EXISTING GRADE

TOP OF SUBGRADE CONSTRUCTION POINT

TOP OF RIPRAP CONSTRUCTION POINT

84 85

108 109

112 113

209 210

BLEND WITH EXISTING

TOPOGRAPHY

ORDINARY HIGH

WATER LINE

RIPRAP BENCH

Elevation El ev at io n

Station

CROSS SECTION AA'

0+00 1+00 2+00 3+00 4+00

Elevation El ev at io n

Station

CROSS SECTION BB'

0+00 1+00 2+00 3+00 3+30

Elevation El ev at io n

Station

CROSS SECTION CC'

0+00 1+00 1+60

EXISTING GROUND

PROPOSED SUBGRADE

EXISTING GROUND

EXISTING GROUND

PROPOSED

SUBGRADE

PROPOSED

SUBGRADE

RUN-OUT COVER TO BLEND

WITH EXISTING GRADE

RUN-OUT COVER TO BLEND

WITH EXISTING GRADE

RUN-OUT COVER TO BLEND

WITH EXISTING GRADE

2H:1V CUT SLOPE

3H:1V FILL SLOPE

2H:1V CUT SLOPE

3H:1V FILL SLOPE

20H:1V TOP DECK

20H:1V TOP DECK

2H:1V CUT SLOPE

3H:1V FILL

SLOPE

RIPRAP

RIPRAP

WATAUGA

RIVER

WATAUGA

RIVER

LEGEND:

1 inch = ft.

( IN FEET )

GRAPHIC SCALE

PROPOSED GRADING

A

B

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TENNESSEE DEPARTMENT OF ENVIRONMENT AND CONSERVATION

BUREAU OF PARKS AND CONSERVATION & DIVISION OF REMEDIATION

NASHVILLE, TENNESSEE

DESCRIPTIONDATENO

REVISION RECORD

DATE: DWG SCALE:

DRAWN BY: CHECKED BY: APPROVED BY:

PROJECT NO:

SHEET OF

DRAWING NO.:

MAY 2025

DW AQ DW

4 9

ISSUED FOR CONSTRUCTION

C300

NORTH

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EXISTING PROPERTY LINE

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EXISTING ADJACENT PROPERTY LINE

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EXISTING EASEMENT

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EXISTING INDEX CONTOUR

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EXISTING INTERMEDIATE CONTOUR

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EXISTING FENCE

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EXISTING OVERHEAD WIRE

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EDGE OF WATER (AS OF AUGUST 23-24, 2021)

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PROPOSED SUBGRADE INDEX CONTOUR

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PROPOSED SUBGRADE INTERMEDIATE CONTOUR

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BY:

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PROPOSED EROSION CONTROL MAT, OR APPROVED

EQUAL (TO BE INSTALLED ON FINISHED 2:1 SLOPE

IMMEDIATELY FOLLOWING PLACEMENT OF TOPSOIL)

PROPOSED SILT FENCE (TO BE INSTALLED

JUST UPSLOPE OF RIPRAP BENCH

IMMEDIATELY AFTER PLACING RIPRAP IF

GRASS IS NOT SUFFICIENTLY ESTABLISHED)

PLACE ECO-BLOCKS IMMEDIATELY ON THE

RIVER SIDE OF SILTFENCE TO KEEP

BOULDERS AND OTHER DEBRIS FROM

DAMAGING SILTFENCE

PLACE A UNIFORM LAYER

OF SITE DERIVED WOOD

CHIPS ON FLAT PORTION

PRIOR TO ASH PLACEMENT.

LEGEND:

DESCRIPTIONDATENO

REVISION RECORD

EPSC PLAN C301

1"=40'

TENNESSEE DEPARTMENT OF ENVIRONMENT AND CONSERVATION

BUREAU OF PARKS AND CONSERVATION & DIVISION OF REMEDIATION

NASHVILLE, TENNESSEE

DESCRIPTIONDATENO

REVISION RECORD

NORTH

A

B

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F

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TENNESSEE DEPARTMENT OF ENVIRONMENT AND CONSERVATION

BUREAU OF PARKS AND CONSERVATION & DIVISION OF REMEDIATION

NASHVILLE, TENNESSEE

DESCRIPTIONDATENO

REVISION RECORD

DATE: DWG SCALE:

DRAWN BY: CHECKED BY: APPROVED BY:

PROJECT NO:

SHEET OF

DRAWING NO.:

MAY 2025

DW AQ DW

5 9

ISSUED FOR CONSTRUCTION

NORTH

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CEC GPS BASE (101) IRON ROD W/CAP N: 754,003.72 E: 3,071,765.25 Z: 1,481.31

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TRAIL

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ASPHALT

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GRAVEL

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SCALE IN FEET

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EXISTING PROPERTY LINE

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EXISTING ADJACENT PROPERTY LINE

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EXISTING EASEMENT

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EXISTING INDEX CONTOUR

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EXISTING INTERMEDIATE CONTOUR

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EXISTING FENCE

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EXISTING TREELINE

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EXISTING OVERHEAD WIRE

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PROPOSED EROSION CONTROL MAT

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GUY WIRE

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UTILITY POLE

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PROPOSED SILT FENCE

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EDGE OF WATER (AS OF AUGUST 23-24, 2021)

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PROPOSED TOPSOIL/STOCKPILE INDEX CONTOUR

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PROPOSED TOPSOIL/STOCKPILE INTERMEDIATE CONTOUR

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PROPOSED RIPRAP INDEX CONTOUR

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PROPOSED RIPRAP INTERMEDIATE CONTOUR

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BY:

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DW

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NOTES:

TYPICAL LONGITUDINAL STONE TOE - WITHOUT KEY

0 5 10 15 20 25 30 35 40 45

TYPICAL LONGITUDINAL STONE TOE - WITH KEY

0 5 10 15 20 25 30 35 40 45

1 2

*LIVE SILTATION/ STAKES

TOP OF EXCAVATION SLOPE TIE-IN TO EXISTING GRADE

TYPICAL EXCAVATION TOE OUTSIDE OF FLOOD PLAIN

0 5 10 15 20 25 30 35 40 45

TYPICAL ASH FILL COVER TOE

0 5 10 15 20 25 30 35 40 45

NOTES:*LIVE STAKES & BARE ROOT TREES

DESCRIPTIONDATENO

REVISION RECORD

DETAILS C600

N.T.S.

A

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TENNESSEE DEPARTMENT OF ENVIRONMENT AND CONSERVATION

BUREAU OF PARKS AND CONSERVATION & DIVISION OF REMEDIATION

NASHVILLE, TENNESSEE

DESCRIPTIONDATENO

REVISION RECORD

DATE: DWG SCALE:

DRAWN BY: CHECKED BY: APPROVED BY:

PROJECT NO:

SHEET OF

DRAWING NO.:

MAY 2025

DW AQ DW

6 9

ISSUED FOR CONSTRUCTION

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1. KEY IN RIPRAP WHERE RIPRAP TOE IS ABOVE WATER LEVEL AT TIME OF EXCAVATION. KEY IN RIPRAP WHERE RIPRAP TOE IS ABOVE WATER LEVEL AT TIME OF EXCAVATION. 2. PLACE GEOTEXTILE AND RIPRAP ON THE SAME DAY AS EXCAVATION. PLACE GEOTEXTILE AND RIPRAP ON THE SAME DAY AS EXCAVATION. 3. MACHINED RR, CLASS A-1, SEC. 709-02, 709-03-3aMACHINED RR, CLASS A-1, SEC. 709-02, 709-03-3a

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~100 YEAR FLOOD ELEV.

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ASH

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NORMAL WATER LEVEL

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~ORDINARY HIGH WATER LEVEL

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~100 YEAR FLOOD ELEV.

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ASH

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NORMAL WATER LEVEL

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~ORDINARY HIGH WATER LEVEL

AutoCAD SHX Text LIVE SILTATION (MIN. 25 BRANCHES OF LIVE CUTTINGS OF MIXED SPECIES PER THREE (3) LINEAR FEET)

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LIVE STAKES

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FIRST ROW

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REST OF BANK

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FILTER GEOTEXTILE

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EXISTING GRADE, ~1.4:1 SLOPE

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FINAL GRADE, 2:1 SLOPE

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RIVER BOTTOM, EST.

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2.5:1 SLOPE

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FILTER GEOTEXTILE

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EXISTING GRADE, ~1.4:1 SLOPE

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FINAL GRADE, 2:1 SLOPE

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EXCAVATION LIMIT

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RIVER BOTTOM, EST.

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2.5:1 SLOPE

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*LIVE SILTATION

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EROSION CONTROL MAT

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EROSION CONTROL MAT

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*LIVE STAKES, 3-FT SPACING

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*LIVE SILTATION

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*LIVE STAKES, 3-FT SPACING

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EXCAVATION LIMIT

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TOP OF RIPRAP CONSTRUCTION POINT

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TOP OF SUBGRADE CONSTRUCTION POINT

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TOP OF RIPRAP CONSTRUCTION POINT

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TOP OF SUBGRADE CONSTRUCTION POINT

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ASH

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FINAL GRADE, 2:1 SLOPE

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EXCAVATION LIMIT

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EXISTING GRADE

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*LIVE STAKES, 3-FT SPACING

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EROSION CONTROL MAT

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ASH

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EXISTING GRADE, ~1.4:1 SLOPE

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FINAL GRADE, 2:1 SLOPE

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EROSION CONTROL MAT

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EXCAVATION LIMIT

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TOP OF SUBGRADE CONSTRUCTION POINT

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ASH

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EXISTING GRADE

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FINAL GRADE, 3:1 SLOPE

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EROSION CONTROL MAT

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EXCAVATION LIMIT

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TOP OF SUBGRADE CONSTRUCTION POINT

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GRADE TO MATCH EXISTING GROUND SURFACE

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1. ANY SOIL REQUIRED FROM OFFSITE SOURCES WILL BE RESPONSIBILITY OF CONTRACTOR. ANY SOIL REQUIRED FROM OFFSITE SOURCES WILL BE RESPONSIBILITY OF CONTRACTOR. 2. CONTRACTOR TO SUBMIT SAMPLE OF CLAY-LIKE MATERIAL TO DESIGN ENGINEER PRIOR TO CONTRACTOR TO SUBMIT SAMPLE OF CLAY-LIKE MATERIAL TO DESIGN ENGINEER PRIOR TO APPROVAL. 3. NO LIVE STAKES OR TREES ON SLOPES FLATTER THAN 2H:1V. 3H:1V SLOPES AND FLATTER NO LIVE STAKES OR TREES ON SLOPES FLATTER THAN 2H:1V. 3H:1V SLOPES AND FLATTER TO BE SEEDED ONLY.

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BARE ROOT TREES, EVENLY SPACED 400 STEMS/ACRE

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LIVE STAKES

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FIRST TWO ROWS

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REST OF 2V:1H BANK

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*LIVE STAKES, 8-FT SPACING

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*BARE ROOT TREES, EQUALLY SPACED, 400 STEMS/ACRE

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*BARE ROOT TREES, EQUALLY SPACED, 400 STEMS/ACRE

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FINAL GRADE, 2:1 SLOPE

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TRANSITION BETWEEN 2V:1H CUT SLOPE AND 3V:1H FILL SLOPE

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TRANSITION BETWEEN 3V:1H FILL SLOPE AND EXISTING SLOPE

AutoCAD SHX Text 100-YR FLOOD ELEVATION NORTH END OF SITE = ~1472.4 FT +MSL (APPROX) SOUTH END OF SITE = ~1471.2 FT +MSL (APPROX) ORDINARY HIGH WATER LEVEL NORTH END OF SITE = ~1469 FT +MSL (APPROX) SOUTH END OF SITE = ~ 1468 FT +MSL (APPROX) NORMAL WATER LEVEL 1465 FT +MSL (APPROX) ASSUMED RIVER BOTTOM NORTH END OF SITE= 1463 FT +MSL (APPROX) SOUTH END OF SITE =1462 FT +MSL (APPROX)

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BY:

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DATE:

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DW

LIVE SILTATION/STAKES

PLANT SCHEDULE

BOTANICAL NAME COMMON NAME

PERMANENT COVER SEEDING MIXTURES

TYPE PREFERRED RATE/MIX (lb/ac PLS)

TEMPORARY COVER SEEDING MIXTURES

SEEDING DATES GRASS SEED SOIL AMENDMENTS MAINTENANCE

SEEDING SPECIFICATIONS

LIVE SILTATION/STAKES & BARE ROOT TREES

SPECIFICATIONS

CONSTRUCTION SPECIFICATIONS FOR LIVE SILTATION/STAKES

BARE ROOT TREE

PLANT SCHEDULE

BOTANICAL NAME COMMON NAME

CONSTRUCTION SPECIFICATIONS FOR BARE ROOT TREES

DESCRIPTIONDATENO

REVISION RECORD

DETAILS (2) C601

N.T.S.

A

B

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E

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8 34567 12

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H

TENNESSEE DEPARTMENT OF ENVIRONMENT AND CONSERVATION

BUREAU OF PARKS AND CONSERVATION & DIVISION OF REMEDIATION

NASHVILLE, TENNESSEE

DESCRIPTIONDATENO

REVISION RECORD

DATE: DWG SCALE:

DRAWN BY: CHECKED BY: APPROVED BY:

PROJECT NO:

SHEET OF

DRAWING NO.:

MAY 2025

DW AQ DW

7 9

ISSUED FOR CONSTRUCTION

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B. STAKES SHOULD BE HARVESTED AND PLANTED WHEN THE WILLOWS OR OTHER CHOSEN

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SPECIES ARE DORMANT. THIS PERIOD IS GENERALLY FROM LATE FALL TO EARLY SPRING,

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OR BEFORE THE BUDS START TO BREAK.

AutoCAD SHX Text C. WHEN HARVESTING CUTTINGS, SELECT HEALTHY, LIVE WOOD THAT IS REASONABLY STRAIGHT.

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D. USE LIVE WOOD AT LEAST 1 YEAR OLD OR OLDER. THE BEST WOOD IS 2 TO 5 YEARS OLD

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WITH SMOOTH BARK THAT IS NOT DEEPLY FURROWED.

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E. MAKE CLEAN CUTS WITH UNSPLIT ENDS. TRIM BRANCHES FROM CUTTING AS CLOSE AS

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POSSIBLE. CUT THE BUTT END OF THE CUTTING AT AN ANGLE (~45 DEGREES) AND THE

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F. THE TOP (SQUARE CUT END) SHOULD BE PAINTED AND SEALED BY DIPPING THE TOP

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1-INCH TO 2-INCHES INTO A 50-50 MIX OF LIGHT COLORED LATEX PAINT AND WATER.

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ASSSURE THE STAKES ARE PLANTED WITH THE TOP UP.

AutoCAD SHX Text G. CUTTINGS SHOULD GENERALLY BE BETWEEN 0.75-INCHES TO 2-INCHES IN DIAMETER BUT CAN

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BE LARGER DEPENDING ON THE SPECIES. LARGER DIAMETER CUTTINGS ARE NEEDED FOR

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PLANTING INTO ROCK RIPRAP.

AutoCAD SHX Text H. CUTTINGS OF SMALL DIAMETER (UP TO 1.5-INCHES) SHOULD BE 18 INCHES LONG MINIMUM.

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THICKER CUTTINGS SHOULD BE LONGER.

AutoCAD SHX Text I. STAKES SHOULD BE CUT SO A TERMINAL BUD SCAR IS WITHIN 1-INCH TO 4-INCHES OF THE

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TOP. AT LEAST TWO BUDS AND/OR BUD SCARS SHOULD BE ABOVE THE GROUND AFTER

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PLANTING.

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2. INSTALLATION:

AutoCAD SHX Text A. STAKES MUST BE PLANTED WITH BUTT-ENDS INTO THE GROUND. LEAF BUD SCARS OR EMERGING

AutoCAD SHX Text BUDS SHOULD ALWAYS POINT UP. LIVE BRANCH CUTTINGS SHALL BE PLACED WITH BASAL ENDS

AutoCAD SHX Text C. STAKES/SILTATION MUST NOT BE ALLOWED TO DRY OUT. THE CUTTINGS NOT PLANTED THE DAY

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THEY ARE HARVESTED SHOULD BE SOAKED IN WATER FOR A MINIMUM OF 24 HOURS.

AutoCAD SHX Text D. SET THE STAKE AS DEEP AS POSSIBLE INTO THE SOIL, PREFERABLY WITH 80 PERCENT OF ITS

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LENGTH BURIED BUT NO LESS THAN ONE-HALF OF THE TOTAL LENGTH BURIED.

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E. TAMP THE SOIL AROUND THE CUTTING.

AutoCAD SHX Text B. USE AN IRON STAKE OR BAR TO MAKE A PILOT HOLE IN FIRM SOIL OR BETWEEN RIPRAP. DRIVE

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LIVE STAKES INTO THE SOIL WITH A RUBBER MALLET OR DEAD-BLOW HAMMER.

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1. HARVESTING:

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TOP END PERPENDICULAR (90 DEGREES)

AutoCAD SHX Text PLATANUS OCCIDENTAILIS CORNUS AMOMUM SALIX NIGRA SAMBUCUS CANADENSIS VIBURNUM DENTATUM

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AMERICAN SYCAMORE SILKY DOGWOOD BLACK WILLOW ELDERBERRY ARROWOOD

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ROUNDSTONE NATIVE SEED, LLC MIX 168 - SOUTHERN RIPARIAN BUFFER MIX OR EQUIVALENT

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REFER TO ROUNDSTONE SPECIFICATION

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J. SPECIES SELECTION/COMPOSITON SUBJECT TO LOCAL NURSERY AVAILABILITY AT TIME OF

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PLANTING.

AutoCAD SHX Text A. LIVE SILTATION/STAKES MUST CONSIST OF A COMBINATION OF SPECIES LISTED IN THE PLANT SCHEDULE ON THIS SHEET. FIRST ROW (LIVE SILTATION) TO BE A FASCINE OF 25 FASCINE OF 25 BRANCHES (MINIMUM) PER THREE (3) LINEAR FEET.

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DOWN.

AutoCAD SHX Text F. FOR LIVE SILTATION ENOUGH BRANCHES SHALL BE USED TO FORM A CONTINUOUS LINEAR BRANCH

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WALL PARALLEL TO THE STREAM. GAPS SHOULD BE MINIMIZED.

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JANUARY 1 TO MAY 1

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RYE (120 LBS/ACRE)

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FOLLOW RECOMMENDATIONS OF SOIL TESTS.

AutoCAD SHX Text REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.

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MAY 1 TO AUGUST 15

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OATS (60 LBS/ACRE)

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BROWN TOP MILLET (30 LBS/ACRE)

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AUGUST 15 - DECEMBER 31

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OATS (30 LBS/ACRE)

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WINTER WHEAT (30 LBS/ACRE)

AutoCAD SHX Text PERMANENT SEEDING CONSTRUCTION SPECIFICATIONS GRADING AND SHAPING: Grading and shaping may not be required where hydraulic seeding and fertilizing equipment is to be used. Vertical banks shall be sloped to enable plant establishment. When conventional seeding and fertilizing are to be done, grade and shape the slope, where feasible and practical, so that equipment can be used safely and efficiently during seedbed preparation, seeding, mulching, and maintenance of vegetation. Concentrations of water that could cause excessive soil erosion should be diverted to a safe outlet. Diversions and other treatment practices must conform to the appropriate standards and specifications. PLANT SELECTION: Only certified seed shall be used. Refer to Table for suggested species. SEEDBED PREPARATION: When conventional seeding is to be used, topsoil should be applied to any area where the disturbance results in subsoil at the final grade surface. A minimum depth of 12" is required. Soil pH should be above 5 – preferably between 6.0 and 6.5. preferably between 6.0 and 6.5. Soil on the site should be tested to determine lime and fertilizer rates. Soil should be submitted to a soils specialist or County Agricultural Extension agent for testing and soil amendment recommendations.

AutoCAD SHX Text PERMANENT SEEDING CONSTRUCTION SPECIFICATIONS (CONT'D) Broadcast Seeding: Seedbed preparation may not be required where hydraulic seeding equipment is to be used. Tillage, at a minimum, shall adequately loosen the soil to a depth of 4 to 6 inches; alleviate compaction; incorporate topsoil, lime, and fertilizer; smooth and firm the soil; allow for the proper placement of seed, sprigs, or plants; and allow for the anchoring of straw or hay mulch if a crimper is to be used. Tillage may be done with any suitable equipment. Tillage should be done parallel to the contour where feasible. NO-TILL SEEDING: No-till seeding is permissible into annual cover crops when planting is done following maturity of the cover crop or if the temporary cover stand is sparse enough to allow adequate growth of the permanent (perennial) species. No-till seeding shall be done with appropriate no-till seeding equipment. The seed must be uniformly distributed and planted at the proper depth. MAINTENANCE AND INSPECTION POINTS: Any areas that have washed out due to high stormwater flows, areas that have been disturbed by blowing wind, and areas that do not show good germination should be retreated. Inspect seeded areas for failure and make necessary repairs and reseedings within the same season, if possible. RESEEDING: If a stand has inadequate cover, re-evaluate choice of plant materials and quantities of lime and fertilizer in cooperation with the owner. Re-establish the stand after seedbed preparation or over-seed the stand. Consider seeding temporary, annual species if the time of year is not appropriate for permanent seeding

AutoCAD SHX Text TEMPORARY SEEDING CONSTRUCTION SPECIFICATIONS GRADING AND SHAPING: Excessive water runoff shall be reduced by properly designed and installed erosion control practices such as ditches, dikes, diversions, and sediment basins. No shaping or grading is required if slopes can be stabilized by hand-seeded vegetation or if hydraulic seeding equipment is to be used. SEEDBED PREPARATION: Good seedbed preparation is essential to successful plant establishment. A good seedbed is well pulverized, loose and uniform. Where hydroseeding methods are used, the surface may be left with a more irregular surface of large clods and stones. LIMING: Apply lime according to soil test recommendations. Apply limestone uniformly and incorporate into the top 4-6 inches of soil. Soils with a pH of 6 or higher do not need to be limed. FERTILIZER: Base application rates on soil tests. Both fertilizer and lime should be incorporated into the top 4-6 inches of soil. If a hydraulic seeder is used, do not mix seed and fertilizer more than 30 minutes before the application. SURFACE ROUGHENING: If recent tillage operations have resulted in a loose surface, additional roughening may not be necessary, except to break up large clods. If rainfall caused the surface to become sealed or crusted, loosen it just prior to seeding by disking, raking, harrowing, or other suitable methods. SEEDING: Select a non-invasive grass or grass-legume mixture suitable to the area and season of the year. See Figures for suggestions of temporary seeding species. Seed shall be applied uniformly by hand, cyclone seeder, drill, cultipacker seeder, or hydraulic seeder. Drill or cultipacker seeders should normally place seed ¼ to ½ inches deep. Appropriate depth of planting is 10 times the seed diameter. Soil should be raked lightly to cover seed with soil if seeded by hand. IRRIGATION: During times of drought, water shall be applied at a rate not causing runoff and erosion. The soil shall be thoroughly wetted to a depth that will ensure germination of the seed. Subsequent applications should be made as needed. Newly seeded areas require more water than more mature plants.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

MIN. 2 BUDS AND/OR BUD SCARS ABOVE GROUND

AutoCAD SHX Text PLATANUS OCCIDENTAILIS ACER RUBRUM LIQUIDAMBAR STYRACIFLUA QUERCUS RUBRA QUERCUS ALBA

AutoCAD SHX Text

AMERICAN SYCAMORE RED MAPLE SWEETGUM RED OAK WHITE OAK

AutoCAD SHX Text QUALITY: 1. BARE ROOT TREES SHALL BE HIGH QUALITY NURSERY GROWN REPRESENTATIVES OF THEIR BARE ROOT TREES SHALL BE HIGH QUALITY NURSERY GROWN REPRESENTATIVES OF THEIR NORMAL SPECIES AND VARIETIES AS LISTED IN THE BARE ROOT TREE SCHEDULE IN EQUAL PROPORTIONS. SPECIES SELECTION/COMPOSITON SUBJECT TO LOCAL NURSERY AVAILABILITY AT TIME OF PLANTING. 2. BARE ROOT TREES SHALL HAVE A HEAVY FIBROUS ROOT SYSTEM THAT HAS BEEN DEVELOPED BARE ROOT TREES SHALL HAVE A HEAVY FIBROUS ROOT SYSTEM THAT HAS BEEN DEVELOPED BY PROPER CULTURAL TREATMENT, TRANSPLANTING AND ROOT PRUNING. 3. BARE ROOT TREES SHALL BE FREE FROM INSECTS, DISEASES, AND SUNSCALD. BARE ROOT TREES SHALL BE FREE FROM INSECTS, DISEASES, AND SUNSCALD. SHIPMENT: 1. ALL PRECAUTIONS THAT ARE CUSTOMARY IN GOOD TRADE PRACTICE SHALL BE TAKEN TO ALL PRECAUTIONS THAT ARE CUSTOMARY IN GOOD TRADE PRACTICE SHALL BE TAKEN TO ENSURE THE ARRIVAL OF THE PLANTS IN GOOD CONDITION. 2. THE ROOTS OF BARE ROOT TREES SHALL BE CAREFULLY PROTECTED WITH WET STRAW OR OTHER THE ROOTS OF BARE ROOT TREES SHALL BE CAREFULLY PROTECTED WITH WET STRAW OR OTHER SUITABLE MATERIAL TO ENSURE THE ARRIVAL OF THE TREES WITH ROOTS IN MOIST CONDITION. 3. WHEN SHIPMENT IS MADE BY ENCLOSED VEHICLE, THE VEHICLE SHALL BE ADEQUATELY WHEN SHIPMENT IS MADE BY ENCLOSED VEHICLE, THE VEHICLE SHALL BE ADEQUATELY VENTILATED TO PREVENT ANY "HEATING" IN TRANSIT. 4. ALL STOCK FURNISHED MUST BE LEGIBLY TAGGED WITH THE NAME AS INDICATED ON THE PLANS. ALL STOCK FURNISHED MUST BE LEGIBLY TAGGED WITH THE NAME AS INDICATED ON THE PLANS. 5. BARE ROOT TREES MAY REMAIN ON THE SITE ONLY 24 HOURS PRIOR TO BEING PLANTED OR BARE ROOT TREES MAY REMAIN ON THE SITE ONLY 24 HOURS PRIOR TO BEING PLANTED OR PLACED IN STORAGE. PLANTING: 1. TREE PLANTING SHALL BE PERFORMED ONLY WHEN WATER AND SOIL CONDITIONS ARE TREE PLANTING SHALL BE PERFORMED ONLY WHEN WATER AND SOIL CONDITIONS ARE FAVORABLE FOR SUCH OPERATIONS. OPERATIONS WILL BE SUSPENDED OR POSTPONED WHENEVER CONDITIONS ARE UNFAVORABLE FOR SUCH WORK. 2. REGARDLESS OF CALENDAR DATE, PLANTS MUST BE DORMANT AT THE TIME THEY ARRIVE AT REGARDLESS OF CALENDAR DATE, PLANTS MUST BE DORMANT AT THE TIME THEY ARRIVE AT THE SITE. 3. ALL BARE ROOT PLANT MATERIAL SHALL BE PLANTED DURING THE WINTER DORMANT SEASON. IT ALL BARE ROOT PLANT MATERIAL SHALL BE PLANTED DURING THE WINTER DORMANT SEASON. IT SHALL BE PLANTED ONLY WHEN THE TEMPERATURE IS BETWEEN 35 AND 60 DEGREES F. 4. PLANTINGS SHALL NOT BE MADE IN FROZEN GROUND. PLANTINGS SHALL NOT BE MADE IN FROZEN GROUND. 5. BARE ROOT TREES SHALL BE PLANTED IN THE PLUMB POSITION. BARE ROOT TREES WILL BE SET BARE ROOT TREES SHALL BE PLANTED IN THE PLUMB POSITION. BARE ROOT TREES WILL BE SET AT THE SAME DEPTH OR UP TO ONE INCH DEEPER THAN THEY GREW IN THE NURSERY. 6. WHEN PLANTING IN A SLOT MADE WITH A TREE PLANTING MACHINE, PLANTING BAR OR SIMILAR WHEN PLANTING IN A SLOT MADE WITH A TREE PLANTING MACHINE, PLANTING BAR OR SIMILAR IMPLEMENT, THE SLOT SHALL BE OF ADEQUATE DEPTH TO ALLOW THE ROOTS TO BE FULLY EXTENDED VERTICALLY WHEN THE SEEDLING IS PLACED IN THE SLOT AT THE PROPER DEPTH. CARE SHALL BE TAKEN WHEN PLANTING TO PREVENT THE END OF THE ROOTS FROM BEING TURNED UPWARD. 7. AFTER PLACING THE SEEDLING IN THE SLOT AT THE PROPER DEPTH, THE SLOT SHALL BE AFTER PLACING THE SEEDLING IN THE SLOT AT THE PROPER DEPTH, THE SLOT SHALL BE COMPLETELY CLOSED TO ELIMINATE ALL AIR POCKETS.

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1. Begin at the top of the slope by anchoring the ECM in a 6"(15cm) deep X 6"(15cm) wide trench with approximately 12" (30cm) of ECM extended beyond the up-slope portion of the trench.

Anchor the ECM with a row of staples/stakes approximately 12" (30cm) apart in the bottom of the trench. Backfill and compact the trench after stapling. Fold the remaining 12"(30cm) portion of ECM back over the compacted soil. Secure ECM over compacted soil with a row of staples/stakes spaced approximately 12"(30cm) apart across the width of the ECM.

2. Roll the ECM (A) down or (B) horizontally across the slope. ECM will unroll with appropriate side against the soil surface. All ECMs must be securely fastened to soil surface by placing staples/stakes in appropriate locations as shown in the staple pattern guide.

3. The edges of parallel ECMs must be stapled with approximately 2" - 5" (5-12.5cm) overlap depending on the ECM type.

4. Consecutive ECMs spliced down the slope must be end over end (Shingle style) with an approximate 3"(7.5cm) overlap. Staple through overlapped area, approximately 12"(30cm) apart across entire ECM width.

5. Apply live stakes to the bank per instructions on Drawing C601.

2"-5" (5-12.5cm)

3B

3A

12"(30cm)

6" (15cm)

6" (15cm)

*NOTE:

In loose soil conditions, the use of staple or stake lengths greater than 6"(15cm) may be necessary to properly secure the ECM.

3"(7.5cm)

SLOPE INSTALLATION DETAIL

DESCRIPTIONDATENO

REVISION RECORD

DETAILS (3) C602

N.T.S.

EROSION CONTROL MAT (TYP.)

A

B

34567 12

C

D

E

F

G

H

8 34567 12

A

B

C

D

E

F

G

H

TENNESSEE DEPARTMENT OF ENVIRONMENT AND CONSERVATION

BUREAU OF PARKS AND CONSERVATION & DIVISION OF REMEDIATION

NASHVILLE, TENNESSEE

DESCRIPTIONDATENO

REVISION RECORD

DATE: DWG SCALE:

DRAWN BY: CHECKED BY: APPROVED BY:

PROJECT NO:

SHEET OF

DRAWING NO.:

APRIL 2025

DW AQ DW

8 9

ISSUED FOR CONSTRUCTION

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DESCRIPTIONDATENO

REVISION RECORD

POINT TABLE C710

NA

A

B

34567 12

C

D

E

F

G

H

8 34567 12

A

B

C

D

E

F

G

H

TENNESSEE DEPARTMENT OF ENVIRONMENT AND CONSERVATION

BUREAU OF PARKS AND CONSERVATION & DIVISION OF REMEDIATION

NASHVILLE, TENNESSEE

DESCRIPTIONDATENO

REVISION RECORD

DATE: DWG SCALE:

DRAWN BY: CHECKED BY: APPROVED BY:

PROJECT NO:

SHEET OF

DRAWING NO.:

MAY 2025

DW AQ DW

9 9

ISSUED FOR CONSTRUCTION

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