20230569 Ver 1_Besancon Permit Drawings 2023-04-17_20230418

FRENCH BROAD RIVER - FLOODPLAIN RESTORATION
BESANCON PROPERTY
HENDERSONVILLE, HENDERSON COUNTY, NORTH CAROLINA
PROJECT DIRECTORY
LANDOWNERS CT)
BRUCE BESANCON 4029 LITTLE RIVER RD
KATHRYN BESANCON HENDERSONVILLE, NC 28739 ZZ
PROJECT SPONSOR CONSERVING CAROLINA
DAVID LEE
CONSERVING PROJECT MANAGER
CAROLINA [e-mail]
DESIGN TEAM
ENGINEER JENNINGS ENVIRONMENTAL PLLC LOCATION
GREG JENNINGS, PHD, PE �.
PRESIDENT PLEASANT R F J
[e-mail] c
GROVE gRIDOE �Oqp�' CA/
SURVEYOR PILOT SE, INC. ROAD eROgO RIVER
P I L O T CORY GEORGE, PE, PLS
PRESIDENT
[e-mail]
CONSTRUCTION
CONTRACTOR NORTH STATE ENVIRONMENTAL,
INC.
North�State BRANDON SPAUGH
PROJECT MANAGER
E N V I R O N M E N T A L [e-mail]
0 500 1000
SCALE IN FEET
SHEET INDEX
COVER SHEET 0.1
GENERAL PROJECT NOTES AND SPECIFICATIONS 0.2
NCGO1 CONSTRUCTION GENERAL PERMIT 0.3-0.4 PERMIT DRAWING
OVERALL SITE PLAN 1.0 NOT FOR CONSTRUCTION
GRADING PLANS 1.1 - 1.2
DESIGN DETAILS 2.0 APRIL 17, 2023
EROSION AND SEDIMENTATION CONTROL 3.0- 3.2
RE-VEGETATION 4.0-4.1

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GENERAL PROJECT NOTES AND SPECIFICATIONS >
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1. DEFINITIONS: FLOODPLAIN RESTORATION NOTES AND SPECIFICATIONS
1.1. CONSTRUCTION DOCUMENTS:THE CONTRACT AND APPLICABLE DRAWINGS,DETAILS,SPECIFICATIONS, 35. THE STREAM BANKS,IN-STREAM STRUCTURES AND WORK AREA MUST BE STABILIZED AT THE END OF EACH
PERMIT(S),AND/OR ANY OTHER DOCUMENTS(MEETING MINUTES,PUNCH LISTS,BID TABS,ETC.)FOR 15. FIELD CONDITIONS MAY REQUIRE ADAPTATION OF THE DESIGN AND/OR DETAILS PROVIDED IN THE DAY BEFORE THE TEMPORARY IN-STREAM DIVERSIONS AND PUMP AROUNDS ARE REMOVED AND FLOW IS x o
COMPLETE INFORMATION ABOUT THE REQUIRED WORK.ANY ONE OF THESE PARTS OF THE MAY NOT DRAWINGS.MINOR VARIATION(S)OR ADAPTATION(S)OF THE PROPOSED WORK SHOWN IN THE DRAWINGS RETURNED THE FULL CHANNEL. x F
CONTAIN ALL OF THE INFORMATION REQUIRED TO COMPLETE THE PROJECT WORK.
AND DETAILS ARE CONSIDERED INCIDENTAL TO THE WORK. THE ENGINEER WILL WORK WITH THE oim
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CONTRACTOR TO ADDRESS ANY FIELD CHANGES. 36. EROSION CONTROL MATTING THAT INCORPORATES PLASTIC MESH AND/OR PLASTIC TWINE SHALL NOT BE w w
1.2. LANDOWNERS:BRUCE BESANCON;KATHRYN BESANCON o
1.3. PROJECT MANAGER:CONSERVING CAROLINA USED ALONG STREAMBANKS OR WITHIN WETLANDS. DISTURBED AREAS SHOULD BE SEEDED, MULCHED, c=i
1.4. ENGINEER:JENNINGS ENVIRONMENTAL PLLC 16. IN-STREAM ROCK STRUCTURES MAY BE SUBSTITUTED WITH WOOD STRUCTURES WITH WRITTEN APPROVAL AND/OR MATTED AS SOON AS POSSIBLE, PREFERABLY AT THE END OF EACH WORKDAY. [15A NCAC 026
1.5. SURVEYOR:PILOT SE,INC. FROM THE ENGINEER. .02011
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THE CONTRACTOR SHALL MARK THE LOCATIONS OF BANK STABILIZATION STRUCTURES USING SURVEY
2. THE WORK ON THIS PROJECT SHALL ADHERE TO THE FOLLOWING SPECIFICATIONS,STANDARDS AND/OR 17. GRADE GPS EQUIPMENT FOR REVIEW BY THE ENGINEER BEFORE BEGINNING EXCAVATION AND GRADING. 37. IF BORROW OR WASTE MATERIAL IS REQUIRED OR GENERATED DURING GRADING OPERATIONS, AN m
REGULATIONS: APPROVED EROSION AND SEDIMENT CONTROL PERMIT MUST BE SECURED FOR THE BORROW OR WASTE 3
2.1. NC DEMUR'S"EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL"(2013) 18. CONTRACTOR SHALL MINIMIZE,TO THE MAXIMUM EXTENT POSSIBLE,IMPACTS TO ADJACENT SIGNIFICANT MATERIAL SITE PRIOR TO INITIATION OF ANY LAND DISTURBING ACTIVITY.[15A NCAC 04B.0110]. w
2.2. NC DEMUR'S CONSTRUCTION GENERAL PERMIT NUMBER NCGO1000
2.3. GENERAL,REGIONAL AND SPECIAL CONDITIONS OF USACE'S 404 NATIONWIDE PERMIT NUMBER 27 TREES.
2.4. GENERAL AND SPECIAL CONDITIONS OF NCDWR'S 401 WATER QUALITY CERTIFICATION 4134 Z
2.5. THE CONSTRUCTION DOCUMENTS 19. CONTRACTOR SHALL USE AN EXCAVATOR WITH A HYDRAULIC THUMB TO INSTALL BANK STABILIZATION QUANTITIES AND MATERIALS NOTES AND SPECIFICATIONS. _Q W
STRUCTURES. 38. THE CONTRACTOR SHALL FURNISH ALL MATERIALS NECESSARY TO COMPLETE THE PROPOSED WORK F- Z
THE CONTRACTOR SHALL Q 0
3. NOT ALL EXISTING UTILITIES ARE SHOWN.SOME LOCATIONS MAY BE APPROXIMATE.THE CONTRACTOR IS UNLESS OTHER PROVISIONS HAVE BEEN AGREED UPON PRIOR TO CONSTRUCTION. 0� >
RESPONSIBLE FOR ALL UTILITY LOCATION AND COORDINATION. ANY UTILITIES SHOWN ON THE 20. DESIGN ELEVATIONS SHALL BE CONSTRUCTED WITHIN 0.1'(VERTICAL).WIDTHS AND DEPTHS MUST FALL DELIVER ALL MATERIALS TO THE DESIGNATED ACCESS POINTS AND STAGING AREAS.MATERIAL QUANTITIES,
CONSTRUCTION DOCUMENTS ARE FOR INFORMATIONAL PURPOSES ONLY AND IN NO WAY RELIEVES THE WITHIN RANGES SHOWN IN THE DRAWINGS AND DETAILS. DIMENSIONS AND SIZES SHALL CONFORM TO THE NOTES AND SPECIFICATIONS PROVIDED IN THE 0 Z U
CONSTRUCTION DOCUMENTS. THE ENGINEER MAY INSPECT AND APPROVE ALL MATERIALS PRIOR TO
CONTRACTOR FROM COORDINATING,VERIFYING AND PROTECTING EXISTING UTILITIES. 21. IF THE EXISTING GROUND IS LESS THAN 0.2'HIGHER THAN THE PROPOSED BANKFULL ELEVATION,IT IS NOT CONSTRUCTION. IF MATERIALS DO NOT MEET THE MINIMUM REQUIREMENTS SPECIFIED IN THE W O
4. ALL UTILITIES SHALL BE PROTECTED AND REMAIN ACTIVE UNLESS OTHERWISE NOTED. NECESSARY TO EXCAVATE TO THE PROPOSED ELEVATIONS AND GRADES IN THE CONSTRUCTION CONSTRUCTION DOCUMENTS,THE ENGINEER SHALL REJECTTHE MATERIALS. ()� U C Z
DOCUMENTS. Z Z Lu Q
5. THE CONTRACTOR IS RESPONSIBLE FOR THE PROJECT AREA UNTIL COMPLETION AND FINAL ACCEPTANCE BY 39. COSTS INCURRED DUE TO PROJECT DELAYS RESULTING FROM FAILURE OF THE CONTRACTOR TO MEET THE Q 0 Q c/) F-
THE ENGINEER AND PROJECT OWNER. THE CONTRACTOR SHALL CONFINE ALL ACTIVITIES, INCLUDING
22. BANK STABILIZATION STRUCTURES SHALL BE INSTALLED AS SHOWN IN THE DRAWINGS AND DETAILS.ALL REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS SHALL BE THE EXPENSE OF THE CONTRACTOR. J LL]� � Z 0 �
EQUIPMENT STORAGE, TO THE LIMITS OF DISTURBANCE, STAGING AREAS, AND DESIGNATED STRUCTURES SHALL BE FINISHED TO A SMOOTH SURFACE IN ACCORDANCE WITH THE LINES,GRADES AND QUANTITIES LISTED ARE ESTIMATES ONLY AND SHALL BE CONFIRMED BY THE CONTRACTOR. 0 0_ W J Z
CONSTRUCTION ACCESS POINTS. ELEVATIONS SHOWN IN THE DRAWINGS AND DETAILS.THE FINISHED STRUCTURE SLOPES AND GRADES O 0 0 0 Q
SHALL BE WITHIN 0.1'OF DESIGN ELEVATIONS. 40. THE EROSION CONTROL MEASURES DEPICTED ON THE DRAWINGS SHALL BE INSTALLED AS NEEDED TO KEEP Z Q_'
6. THE MANNER IN WHICH THE CONTRACTOR DEALS WITH PEOPLE AND THEIR PROPERTIES WHILE ALL SEDIMENT ON SITE AND OUT OF STREAMS AND WETLANDS.ADDITIONAL EROSION CONTROL MEASURES 0 W Q W Z
PERFORMING THIS WORK IS EXTREMELY IMPORTANT. THEREFORE, THE CONTRACTOR AND THE 23. AFTER THE STRUCTURE IS COMPLETE AND NORMAL FLOW IS RESTORED TO THE CHANNEL, SOME (ABOVE THOSE SHOWN ON THE DRAWINGS)MAY BE REQUIRED IN ORDER TO KEEP ALL SEDIMENT ON SITE LL Z = C..) I--- O
CONTRACTOR'S REPRESENTATIVES SHALL MANIFEST A SPIRIT OF FRIENDLINESS AND COOPERATION WHEN
ADJUSTMENT TO THE STRUCTURE OR ADDITIONAL STABILIZATION MEASURE MAY BE NECESSARY TO AND OUT OF STREAMS AND WETLANDS.THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE PROJECT ' O LLi = 0 U
ACHIEVE THE DESIRED FUNCTION. OWNER AND ENGINEER PRIOR TO INSTALLATION OF ADDITIONAL EROSION CONTROL MEASURES. 0 J � 0�
DEALING WITH PROPERTY OWNERS AND THE GENERAL PUBLIC WHILE PERFORMING WORK ON THE SITE. W Z J 0' Z O
24. THE GRADED RIVER BANKS SHALL BE STABILIZED AS SOON AS POSSIBLE BY TEMPORARY AND PERMANENT 41. ANY ADDITIONAL GRADING OTHER THAN WHAT IS SHOWN ON THE PLANS SHALL REQUIRE PRIOR APPROVAL > Q � 0 U LL
7. EXTREME CARE AND DILIGENCE SHALL BE EXERCISED BY THE CONTRACTOR TO ASSURE THE SAFETY OF EE 07 Z Z W
PERSONS,ANIMALS,AND PROPERTY.IF AT ANY TIME THE OWNER OR ENGINEER DETERMINES THAT THE SEEDING,ADDING STRAW MULCH TO BARE SOIL AND INSTALLING EROSION CONTROL MATTING AS SHOWN FROM THE PROJECT OWNER AND ENGINEER. W
IN THE DRAWINGS AND DETAILS. PRIOR TO INSTALLING THE EROSION CONTROL MATTING,PREPARE THE 0 m O
CONTRACTOR'S METHODS OR EQUIPMENT ARE INADEQUATE FOR SECURING THE SAFETY OF THE L7 0 O
CONTRACTOR'S EMPLOYEES OR THE PUBLIC, THE DESIGNATED REPRESENTATIVE MAY DIRECT THE SOIL SURFACE BY LOOSENING 3-6"OF SOIL OR APPLYING 3-6"OF TOPSOIL TO THE DESIGN ELEVATIONS 42. THE USE OF ANY BRAND NAMES/MANUFACTURERS OR MODELS IS INTENDED SOLELY TO DENOTE THE Q 0' Z
CONTRACTOR TO TAKE SPECIFIC ACTIONS TO ENSURE SAFETY.THE CONTRACTOR SHALL IMPROVE METHODS AND APPLY TEMPORARY AND PERMANENT SEED AND THEN STRAW MULCH.SEED SHALL BE BROADCAST QUALITY STANDARD OF THE DESIRED PRODUCT.ANY USE OF BRAND NAMES IS NOT INTENDED TO RESTRICT 0 LL] 0_
AS DEEMED APPROPRIATE BY THE DESIGNATED REPRESENTATIVE WITHOUT ADDITIONAL COST TO THE EVENLY OVER THE AREA USING A BROADCAST SPREADER PRIOR TO COVERING WITH THE EROSION BIDDERS TO A SPECIFIC BRAND,MAKE,MANUFACTURER,OR NAME.THE BRAND NAMES/MANUFACTURERS m 0 Q
PROJECT OWNER,SO AS TO ASSURE COMPLIANCE WITH SAFETY CONCERNS.FAILURE OF THE DESIGNATED CONTROL MATTING.THE MATTING SHALL BE ROLLED OUT IN THE DIRECTION OF ANTICIPATED RUNOFF. OF MODELS ARE INTENDED TO CONVEY THE GENERAL STYLE,TYPE,CHARACTER,AND QUALITY OF PRODUCT. = W
REPRESENTATIVE TO MAKE THIS DEMAND SHALL NOT RELIEVE THE CONTRACTOR OF ANY OBLIGATION TO INSTALL MATTING IN ACCORDANCE WITH THE DETAIL INCLUDED IN THE DRAWINGS.MATTING USED FOR EQUIVALENT PRODUCTS WILL BE ACCEPTABLE IF THE PROJECT OWNER OR ENGINEER HAS GIVEN APPROVAL C) = W
ENSURE THE SAFE CONDUCT OF ITS WORK. STREAMBANK STABILIZATION MUST BE CERTIFIED WEED-FREE STRAW OR OTHER NATURAL WEED-FREE/ OF THE SPECIFIC PRODUCT IN WRITING. Z Z
NON-PROPAGATING VEGETATIVE MATERIALS. REWORKING OF AREAS THAT DO NOT ESTABLISH W W
8. THE CONTRACTOR SHALL MAINTAIN ALL LIGHTS, GUARDS, SIGNS, TEMPORARY PASSAGES, OR OTHER VEGETATION OR BECOME UNSTABLE SHALL BE NECESSARY IN THE MATTING SEPARATES FROM THE SOIL. 43. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROVIDING STORAGE AREAS FOR 0�
PRECAUTIONS NECESSARY FOR THE SAFETY OF ALL PERSONS.THE CONTRACTOR SHALL ABIDE BY ALL SAFETY CONSTRUCTION MATERIALS AND EQUIPMENT.THE MATERIAL AND EQUIPMENT STORAGE SHALL COMPLY LL
RULES AND CONSTRUCTION CONDITIONS REQUIRED BY GOVERNMENTAL AUTHORITIES AND OTHER 25. TOPSOIL SHALL BE REMOVED FROM EXCAVATION AND FILL AREAS PRIOR TO EXCAVATION AND GRADING WITH THE CONSTRUCTION DOCUMENTS AND ALL LOCAL,STATE AND FEDERAL REGULATIONS THROUGHOUT
ENTITIES,INCLUDING RAILROADS,SO THE PUBLIC IS SAFEGUARDED FROM ACCIDENTS AND DELAYS.GUARDS AND RE-APPLIED TO AREAS AFTER ROUGH GRADING IS COMPLETE.2-4"OF TOPSOIL SHALL BE PLACED ON THE CONSTRUCTION PERIOD.THE CONTRACTOR SHALL RESTORE THE STORAGE AREA TO ITS ORIGINAL(OR
AND FLAGS REQUIRED BY GOVERNMENTAL OR RAILROAD AUTHORITIES SHALL BE PROVIDED AT THE DISTURBED AREAS TO THE ELEVATIONS AND GRADES INCLUDED IN THE DRAWINGS. EROSION AND BETTER) CONDITION UPON COMPLETION OF THE PROJECT OR UPON SUCH TIME AS DIRECTED BY THE
CONTRACTOR'S EXPENSE, UNLESS DIRECTED OTHERWISE BY THE DESIGNATED REPRESENTATIVE. SEDIMENTATION CONTROL NOTES AND SPECIFICATIONS. PROJECT OWNER AND ENGINEER.SUCH RESTORATION SHALL BE AT NO ADDITIONAL COST TO THE PROJECT
CONTRACTOR SHALL AT NO TIME COMPROMISE EITHER SAFETY OR ENVIRONMENTAL REQUIREMENTS. OWNER.THE CONTRACTOR SHALL WARRANTY ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE
26. ALL CONSTRUCTION ACTIVITIES SHALL ADHERE TO THE CONDITIONS AND REQUIREMENTS OF NCDEML'S (1)YEAR FROM THE DATE OF ACCEPTANCE OF BY THE PROJECT OWNER AND SHALL REPLACE ANY PORTIONS
9. THE CONTRACTOR SHALL ONLY USE ACCESS PATHS AND STAGING AREAS SHOWN ON THE DRAWINGS.ANY NG01 CONSTRUCTION GENERAL PERMIT. THAT FAIL DUE TO FAULTY MATERIALS OR WORKMANSHIP,AT NO ADDITIONAL COST TO THE PROJECT Jennings
ALTERNATE ACCESS PLANNED BY THE CONTRACTOR SHALL BE APPROVED BY THE ENGINEER AND PROJECT OWNER. A SIX (6) MONTH AND ELEVEN (11) MONTH INSPECTION WILL BE PERFORMED DURING THE
OWNER PRIOR TO USE. 27. ALL TREES,UTILITIES AND OTHER SITE FEATURES SHALL BE PROTECTED UNLESS MARKED FOR REMOVAL OR WARRANTY PERIOD. THE CONTRACTOR SHALL IMMEDIATELY REPAIR ALL ITEMS DETERMINED BY THE Environmental
RELOCATION.
PROJECT OWNER OR AUTHORIZED REPRESENTATIVE TO BE DEFECTIVE UPON NOTIFICATION. THE
10. NO NON-PERMITTED FILL IN WETLANDS MAY OCCUR. ALL EXCESS SOILS FROM STABILIZATION AND CONTRACTOR SHALL IMMEDIATELY REPAIR OR REPLACE FAILED ITEMS UPON NOTIFICATION BY THE
GRADING WORK SHALL BE PLACED IN DESIGNATED AREAS ON THE SITE. 28. ALL WETLANDS AND STREAMS LOCATED WITHIN 50 FEET OF THE CONSTRUCTION AREA ON THE PROJECT PROJECT OWNER. SEASONALLY INSTALLED ITEMS SHALL BE REPAIRED OR REPLACED DURING THE NEXT
SITE SHALL BE CLEARLY MARKED(EXAMPLE-ORANGE FABRIC FENCING)PRIOR TO ANY LAND DISTURBING AVAILABLE INSTALLATION PERIOD.ITEMS REPAIRED OR REPLACED UNDER THIS PROVISION SHALL HAVE AN
11. SITE SHOULD BE"STORM READY"AT THE END OF EACH WORK DAY AND WORK WEEK. ACTIVITIES AND MUST BE MAINTAINED ON THE PROPERTY UNTIL THE PROJECT PHASE IS COMPLETED[15A ADDITIONAL ONE (1)YEAR WARRANTY PERIOD FROM THE NEW DATE OF ACCEPTANCE.AREAS AND/OR
NCAC 02H.0506(B)(2)]. OTHER WORK DISTURBED WHILE ACCESSING AND/OR REPAIRING/REPLACING WARRANTY COVERED ITEMS
29. THE CONTRACTOR SHALL USED A STANDARD CONSTRUCTION ENTRANCE AT ALL SITE ACCESS POINTS TO SHALL BE STABILIZED.
TOPOGRAPHIC NOTES AND SPECIFICATIONS PREVENT SEDIMENT FROM BEING TRACKED ONTO PUBLIC ROADS.
12. HORIZONTAL DATUM IS NAD83(2011)&VERTICAL DATUM IS NAVD88.ALL COORDINATES ARE BASED ON PERMIT
NAD83(2011)AND ALL ELEVATIONS ARE BASED ON NAVD88. 30. THE CONTRACTOR SHALL USED TEMPORARY SILT FENCE ALONG THE DOWNSLOPE SIDE OF ALL STAGING DRAWING
AREAS AND TEMPORARY STOCK PILE AREAS.
13. A TOPOGRAPHIC SURVEY OF THE WORK AREA WAS COMPLETED BY PILOT SE INC.IN AUGUST 2022.
31. THE TURBIDITY STANDARD OF 50 NTUS(NEPHELOMETRIC TURBIDITY UNITS)SHALL NOT BE EXCEEDED AS NOT FOR
14. THE DESIGN ELEVATIONS AND GRADES SHOWN IN THE DRAWINGS ARE BASED ON THE EXISTING GROUND DESCRIBED IN 15A NCAC 02B.0200.APPROPRIATE SEDIMENT AND EROSION CONTROL PRACTICES MUST BE
SURFACE FROM THE AUGUST 2022 SURVEY AND NC SPATIAL DATA DOWNLOAD DIGITAL ELEVATION MODEL USED TO MEET THIS STANDARD.[15A NCAC 026.0211(21)]. CONSTRUCTION
DATA FROM WHICH ALL COMPUTATIONS OF CUT AND FILL ARE BASED. DISCREPANCIES BETWEEN THE
SURVEYED EXITING GROUND SURFACE AND FIELD CONDITIONS AT THE TIME OF CONSTRUCTION CAN 32. EQUIPMENT SHALL BE WELL-MAINTAINED,CLEANED PRIOR TO MOBILIZATION,AND CHECKED DAILY FOR
RESULT IN VARIATIONS OF TOTAL EXCAVATED QUANTITIES. THESE VARIATIONS SHALL BE CONSIDERED LEAKS OF PETROLEUM PRODUCTS. FUELING, LUBRICATION AND GENERAL EQUIPMENT MAINTENANCE
INCIDENTAL TO CONSTRUCTION. SHOULD NOT TAKE PLACE WITHIN 50 FEET OF A WATERBODY OR WETLANDS TO PREVENT CONTAMINATION DATE: 04/17/2023
BY FUEL AND OILS.[15A NCAC 02H.0506(13)(3)AND 15A NCAC 02B.0211(12)]. SCALE(34"X22"): NITS
33. CONSTRUCTION SHALL BE TIMED TO OCCUR DURING TIMES OF LOW FLOW. SCALE(17X11"): NITS
34. THE DESIGNER OR HIS DESIGNEE SHALL SUPERVISE THE INSTALLATION OF IN-STREAM STRUCTURES. [15A NOT TO SCALE
NCAC 02H.0506(B)(1)AND(2)].
SHEET NUMBER
0.2 OF 13

X [1
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE ONSITE CONCRETE WASHOUT o a
THE NCGO3 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment to prevent discharge of fluids. STRUCTURE WITH LINER o
Implementing the details and specifications on this plan sheet will result in the construction 2. Provide drip pans under any stored equipment. "" s
activity being considered compliant with the Ground Stabilization and Materials Handling o o „s,.°Es °"�" o 0
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the o 0
sections of the NCG01 Construction General Permit(Sections E and F,respectively). The ° """"" 0 0 project.
permittee shall comply with the Erosion and Sediment Control plan approved by the 4. Collect all spent fluids,store in separate containers and properly dispose as ° ° ;I °° L"„G o 0 0° sE�TION�E X o
delegated authority having jurisdiction.All details and specifications shown on this sheet hazardous waste(recycle when possible). A e W a
may not apply depending on site conditions and the delegated authority having jurisdiction. °qo Grp„° E
5. Remove leaking vehicles and construction equipment from service until the problem o:oo „E°s,,��„ SECTIONA ° W W
has been corrected. ""° "°"° "`°'"""° °T EI M
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SECTION E:GROUND STABILIZATION 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products °°"Es.^°°°�su°^^ °.....
XES MNM°.,=„="E"°°�EEa
to a recycling or disposal center that handles these materials. P""
PLAN =
Required Ground Stabilization Timeframes °n„°°E E `° T""'G"°`
Stabilize within this BELOW GRADE WASHOUT STRUCTURE ABOVE GRADE WASHOUT STRUCTURE
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many calendar Timeframe variations
Site Area Description LITTER BUILDING MATERIAL AND LAND CLEARING WASTE
days after ceasing land disturbance 1. 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,trash CONCRETE WASHOUTS Z
(a) Perimeter dikes, 0
receptacle)on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site.
swales,ditches,and 7 None I`__
3. Locate waste containers at least 50 feet away from storm drain inlets and surface 2. Dispose of,or recycle settled,hardened concrete residue in accordance with local and Q
perimeter slopes � } H
waters unless no other alternatives are reasonably available. state solid waste regulations and at an approved facility. i__ 2
(b) High Quality Water 7 None 4. Locate waste containers on areas that do not receive substantial amounts of runoff 3. Manage washout from mortar mixers in accordance with the above item and in Z 0�
(HQW)Zones from upland areas and does not drain directly to a storm drain,stream or wetland. addition place the mixer and associated materials on impervious barrier and within lot G7 DO LU
LU(c) Slopes steeper than If slopes are 10'or less in length and are 5. Cover waste containers at the end of each workday and before storm events or perimeter silt fence. � U _J Z
3:1 7 not steeper than 2:1,14 days are provide secondary containment. Repair or replace damaged waste containers. 4. Install temporary concrete washouts per local requirements,where applicable. If an Z >- Z Q _O
allowed 6. Anchor all lightweight items in waste containers during times of high winds. alternate method or product is to be used,contact your approval authority for review Q F O Q W ~
-7 days for slopes greater than 50'in 7. Empty waste containers as needed to prevent overflow. Clean up immediately if and approval. If local standard details are not available,use one of the two types of d LLI � Z Z 0
length and with slopes steeper than 4:1 temporary concrete washouts provided on this detail. 0- LU LU
g p p containers overflow. DODO O 0Y
-7 days for perimeter dikes,swales, 8. Dispose waste off-site at an approved disposal facility. 5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk O 0Y Z 0Y Z U)
(d) Slopes 3:1 to 4:1 14 ditches,perimeter slopes and HQW sections. Stormwater accumulated within the washout may not be pumped into or O 0_ W Q
9. On business days,clean up and dispose of waste in designated waste containers. � O Z
Zones discharged to the storm drain system or receiving surface waters. Liquid waste must be LL_ Z 2 U 0
-10 days for Falls Lake Watershed pumped out and removed from project. O LL = U U
PAINT AND OTHER LIQUID WASTE 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it U J ~ �
-7 days for perimeter dikes,swales, W Z _J 0
ditches,perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands. can be shown that no other alternatives are reasonably available. At a minimum,install > Q 5; 0 F- LL
(e) Areas with slopes 2. Locate paint washouts at least 50 feet away from storm drain inlets and surface protection of storm drain inlet(s)closest to the washout which could receive spills or to Z Z to
flatter than 4:1 14 -10 days for Falls Lake Watershed unless overflow. LU O Z ~
there is zero slope waters unless no other alternatives are reasonably available. 0 00 U) 0 O
3. Contain liquid wastes in a controlled area. 7. Locate washouts in an easily accessible area,on level ground and install a stone th d b i b l t l Additi controls may e required y e t h f th t f o e washout. Additional
d i trance pan front O Wa � U Z
Note:After the permanent cessation of construction activities,any areas with temporary 4. Containment must be labeled,sized and placed appropriately for the needs of site. en 0� 0 0
round stabilization shall be converted to permanent round stabilization as soon as approving authority. OD
g p g 5. Prevent the discharge of soaps,solvents,detergents and other liquid wastes from Z CD
practicable but in no case longer than 90 calendar days after the last land disturbing construction sites. 8. Install at least one sign directing concrete trucks to the washout within the project 2 W ()
activity. Temporary ground stabilization shall be maintained in a manner to render the limits. Post signage on the washout itself to identify this location. Z = Z
surface stable against accelerated erosion until permanent ground stabilization is achieved. 9. Remove leavings from the washout when at approximately 75%capacity to limit LU
PORTABLE TOILETS overflow events. Replace the tarp,sand bags or other temporary structural �
1. Install portable toilets on level ground,at least 50 feet away from storm drains, components when no longer functional. When utilizing alternative or proprietary
GROUND STABILIZATION SPECIFICATION streams or wetlands unless there is no alternative reasonably available.If 50 foot products,follow manufacturer's instructions.
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the offset is not attainable,provide relocation of portable toilet behind silt fence or 10. At the completion of the concrete work,remove remaining leavings and dispose of in
techniques in the table below: place on a gravel pad and surround with sand bags. an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance caused
Temporary Stabilization permanent Stabilization 2. Provide staking or anchoring of portable toilets during periods of high winds or in by removal of washout.
•Temporary grass seed covered with straw or • Permanent grass seed covered with straw or high foot traffic areas.
other mulches and tackifiers other mulches and tackifiers 3. Monitor portable toilets for leaking and properly dispose of any leaked material. Jennings
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and
• Hydroseeding •Geotextile fabrics such as permanent soil HERBICIDES,PESTICIDES AND RODENTICIDES
•Rolled erosion control products with or reinforcement matting replace with properly operating unit. 1. Store and apply herbicides,pesticides and rodenticides in accordance with label EnvironmentaI
without temporary grass seed • Hydroseeding restrictions.
•Appropriately applied straw or other mulch •Shrubs or other permanent plantings covered EARTHEN STOCKPILE MANAGEMENT 2. Store herbicides,pesticides and rodenticides in their original containers with the label,
•Plastic sheeting with mulch 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least which lists directions for use,ingredients and first aid steps in case of accidental
• Uniform and evenly distributed ground cover 50 feet away from storm drain inlets,sediment basins,perimeter sediment controls poisoning.
sufficient to restrain erosion and surface waters unless it can be shown no other alternatives are reasonably 3. Do not store herbicides,pesticides and rodenticides in areas where flooding is possible
•Structural methods such as concrete,asphalt or available. or where they may spill or leak into wells,stormwater drains,ground water or surface
retaining walls 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset water. If a spill occurs,clean area immediately.
• Rolled erosion control products with grass seed of five feet from the toe of stockpile. 4. Do not stockpile these materials onsite. PERMIT
3. Provide stable stone access point when feasible. DRAWING
POLYACRYLAMIDES(PAMS)AND FLOCCULANTS 4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved Ian and an additional requirements. Soil stabilization is HAZARDOUS AND TOXIC WASTE
1. Select flocculants that are appropriate for the soils being exposed during pp p Y q NOT FOR
construction,selectingfrom the NC DWR List o Approved PAMS/Flocculants. defined as vegetative,physical or chemical coverage techniques that will restrain 1. Create designated hazardous waste collection areas on-site.
f pp CONSTRUCTION
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. accelerated erosion on disturbed soils for temporary or permanent control needs. 2. Place hazardous waste containers under cover or in secondary containment.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
PAMS/Flocculants and in accordance with the manufacturer's instructions. DATE: 04/17/2023
4. Provide ponding area for containment of treated Stormwater before discharging SCALE(34"X22"): NTS
offsite. SCALE(17X11"): NTS
5. Store flocculants in leak-proof containers that are kept under storm-resistant cover or
surrounded by secondary containment structures.
NOT TO SCALE
SHEET NUMBER
0.3 OF 13

PART III PART III PART III X a l
o
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING w'o
a
SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING a
Self-inspections are required during normal business hours in accordance with the 1.E&SC Plan Documentation 1.Occurrences that Must be Reported
table below. When adverse weather or site conditions would cause the safetyof the The approved E&SC plan as well as any approved deviation shall be kept on the site. The X o
Permittees shall report the following occurrences: X 2
inspection personnel to be in jeopardy,the inspection may be delayed until the next approved E&SC plan must be kept up-to-date throughout the coverage under this permit. W
business dayon which it is safe to perform the inspection. In addition,when a storm g pertaining p p (a) Visible sediment deposition in a stream or wetland. Y
The following Items ertainin to the E&SC Ian shall be kept on site and available for ❑
event of equal to or greater than 1.0
inch occurs outside of normal business hours, inspection at all times during normal business hours. (b) Oil spills if: o
the self-inspection shall be performed upon the commencement of the next • They are 25 gallons or more,
business day. Any time when inspections were delayed shall be noted in the Item to Document Documentation Requirements • They are less than 25 gallons but cannot be cleaned up within 24 hours,
Inspection Record. (a) Each E&SC measure has been installed Initial and date each E&SC measure on a copy • They cause sheen on surface waters(regardless of volume),or
and does not significantly deviate from the of the approved E&SC plan or complete,date Z
Frequency • They are within 100 feet of surface waters(regardless of volume).
eq cy locations,dimensions and relative elevations and sign an inspection report that lists each � w
Inspect (during normal Inspection records must include: shown on the approved E&SC plan. E&SC measure shown on the approved E&SC (c) Releases of hazardous substances in excess of reportable quantities under Section ❑
business hours) plan. This documentation is required upon the 311 of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102
(1)Rain gauge Daily Daily rainfall amounts. initial installation ofthe E&SC measures or if Z
maintained in If no daily rain gauge observations are made during weekend or Of CERCLA(Ref:40 CFR 302.4)Or G.S.143-215.85. O
good working holiday periods, and no individual-day rainfall information is the E&SC measures are modified after initial
order available,record the cumulative rain measurement for those un- installation. (d) Anticipated bypasses and unanticipated bypasses. l`__
attended days (and this will determine if a site inspection is (b) A phase of grading has been completed. Initial and date a copy ofthe approved E&SC (e) Noncompliance with the conditions of this permit that may endanger health or �
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain-monitoring device plan or complete,date and sign an inspection the environment. Q Z
approved by the Division. report to indicate completion of the LU
(2)E&SC At least once per 1. Identification of the measures inspected, construction phase. U)LU O
Measures 7 calendar days 2. Date and time ofthe inspection, 2.Reporting Timeframes and Other Requirements C)and within 24 3. Name ofthe person performing the inspection, (c) Ground cover is located and installed Initial and date a copy of the approved E&SC ()' J Z
hours of a rain 4. Indication of whether the measures were operating in accordance with the approved E&SC plan or complete,date and sign an inspection After a permittee becomes aware of an occurrence that must be reported,he shall Z >- Z Q Q
event)1.0 inch in properly, plan. report to indicate compliance with approved contact the appropriate Division regional office within the tmeframes and in Q � 0 Q W
za hourss. Description of maintenance needs for measure, ground cover specifications. accordance with the other requirements listed below. Occurrences outside normal --I u1
6. Description,evidence,and date of corrective actions taken. Cl-
(3)stormwater At least once per 1. Identification ofthe discharge outfalls inspected, (d) The maintenance and repair Complete,date and sign an inspection report. business hours may also be reported to the Department's Environmental Emergency 0 a W J LU
discharge 7 calendar days 2. Date and time of the inspection, requirements for all E&SC measures Center personnel at(800)858-0368. O O C) O
outfalls(SDOs) and within 24 3. Name of the person performing the inspection, have been performed. O 0- W Q z
hours of a rain 4. Evidence of indicators of stormwater pollution such as oil J O Z
event)1.0 inch in sheen,floating or suspended solids or discoloration, (e) Corrective actions have been taken Initial and date a copy of the approved E&SC Occurrence Reporting Timeframes(After Discovery)and Other Requirements LL Z = C..) O
24 hours 5. Indication of visible sediment leavingthe site, to E&SC measures. plan or complete,date and sign an inspection O = ~ U(a)Visible sediment Within 14 hours,an oral or electronic notification. �j („)
6. Description,evidence,and date of corrective actions taken. report to indicate the completion of the U J �
P deposition in a • Within 7 calendar days,a report that contains a description of the = D�
(4)Perimeter of At least once per If visible sedimentation is found outside site limits,then a record corrective action. stream or wetland sediment and actions taken to address the cause ofthe deposition. LUZ J � O
site 7 calendar days ofthe following shall be made: > Q 5; O F- LL
report on requirement for a written re waive the req p a
and within 24 1. Actions taken to clean up or stabilize the sediment that has left Division staff may � C0 Z z Cl)
hours of a rain the site limits, case-by-case basis. LU Z �
2.Additional Documentation to be Kept on Site p m O O
event>1.0 inch in 2. Description,evidence,and date of corrective actions taken,and • If the stream is named on the NC 303(d)list as impaired for sediment- U) O
In addition to the E&SC plan documents above,the following items shall be kept on Q Z
24 hours 3. An explanation as to the actions taken to control future related causes,the permittee may be required to perform additional �' („)
releases. the site and available for inspectors at all times during normal business hours,unless O
(5)Streams or At least once per If the stream or wetland has increased visible sedimentation or a monitoring,inspections or apply more stringent practices if staff � W 0
the Division provides a site specific exemption based on unique site conditions that determine that additional requirements are needed to assure compliance m 0 O
wetlands onsite 7 calendar days stream has visible increased turbidity from the construction make this requirement not practical: with the federal or state impaired-waters conditions. Z
or offsite and within 24 activity,then a record ofthe following shall be made: _ L,LI U
(where hours of rain 1. Description,evidence and date ofcorrective actions taken,and (a) This General Permit as well as the Certificate of Coverage,after it is received. (b)oil spills and Within 24 hours,an oral or electronic notification. The notification U = Z
accessible) event>1.0 inch in 2. Records of the required reports to the appropriate Division (b) Records of inspections made during the previous twelve months. The permittee release of shall include information about the date,time,nature,volume and Z
24 hours Regional Office per Part III,section C,Item(2)(a)of this permit. shall record the required observations on the Inspection Record Form provided by hazardous location of the spill or release. W
(6)Ground After each phase 1. The phase of grading(installation of perimeter E&SC substances per Item
stabilization of grading measures,clearing and grubbing,installation of storm the Division or a similar inspection form that includes all the required elements. 1(b)-(c)above LL
measures drainage facilities,completion of all land-disturbing Use of electronically-available records in lieu of the required paper copies will be (c)Anticipated • A report at least ten days before the date ofthe bypass,ifpossible.
activity,construction or redevelopment,permanent allowed if shown to provide equal access and utility as the hard-co records.
ground cover). p q y hard-copy bypasses[40 CFR The report shall include an evaluation ofthe anticipated quality and
2. Documentation that the required ground stabilization 122.41(m)(3)] effect of the bypass.
measures have been provided within the required 3. Documentation to be Retained for Three Years (d)Unanticipated • Within 14 hours,an oral or electronic notification.
timeframe or an assurance that they will be provided as All data used to complete the a-NOI and all inspection records shall be maintained for bypasses[40 CFR . Within 7calendardays,a report that includes an evaluation ofthe
soon as possible. a period of three years after project completion and made available upon request. [40 122.41(m)(3)] quality and effect ofthe bypass.
NOTE:The rain inspection resets the required 7 calendar day inspection CFR 122.41] (e)Noncompliance • Within 24 hours,an oral or electronic notification. Jennings
requirement. with the conditions • Within 7 calendar days,a report that contains a description of the
of this permit that noncompliance,and its causes;the period of noncompliance, Environmental
may endanger including exact dates and times,and if the noncompliance has not
PART II,SECTION G,ITEM(4) health or the been corrected,the anticipated time noncompliance is expected to
DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT environment[40 continue;and steps taken or planned to reduce,eliminate,and
CFR 122.41(1)(7)] prevent reoccurrence ofthe noncompliance.[40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to case-by-case basis.
be drawn down for maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare(for example,
times with extended cold weather). Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:
(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The PERMIT
non-surface withdrawal shall not commence until the E&SC plan authority has approved these items,
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C,Item(2)(c)and(d)of this permit, DRAWING
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate
controls include properly sited,designed and maintained dewatering tanks,weir tanks,and filtration systems, NOT FOR
(d) Vegetated,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item(c) CONSTRUCTION
above,
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and
(f) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the DATE: 04/17/2023
United States.
SCALE(34"X22"): NTS
SCALE(17X11"): NTS
NOT TO SCALE
SHEET NUMBER
0.4 OF 13

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0 60 120 DRAWING
SCALE IN FEET
NOT FOR
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DATE: 04/17/2023
SCALE(34"X22"): 1"=60'
SCALE(17"X11"): 1"=120'
0 60 120
SCALE IN FEET
SHEET NUMBER
1.0 OF 13

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DRAWING
FISH HABITAT SLOUGH 0 20 40 NOT FOR
PLAN VIEW
SCALE IN FEET CONSTRUCTION
DATE: 04/17/2023
SCALE(34"X22"): 1"=20'
SCALE(17"X11"): 1"=40'
0 20 40
SCALE IN FEET
SHEET NUMBER
1.1 OF 13

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PLUG EXISTING WETLAND
AT TRIB CONFLUENCE
SETTLED TOP:2072
o� LAY BACK Jennings
BANKS 1!11, ---
—-- TOP OF BANK: � �� Environmental
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EX.BOTTOM:2070.0± ��� DRAWING
WETLAND GRADING 0 30 50 NOT FOR
PLAN VIEW
SCALE IN FEET CONSTRUCTION
O+QQ 1+OQ
2075 2075
DATE: 04/17/2023
SCALE(34"X22"): AS NOTED
2070 Bot.Elev.=2070.50 2070 SCALE(17"X11"): AS NOTED
0+00 1+00
SCALE AS NOTED
WETLAND GRADING
TYPICAL SECTION
SHEET NUMBER
1.2 OF 13

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0+00 1+00 1+25 Environmental
FILL PLACEMENT-TYPICAL SECTION B-B'
TYPICAL SECTION
0+00 1+00
FILL PLACEMENT-TYPICAL SECTION A-A'
TYPICAL SECTION
PERMIT
DRAWING
NOT FOR
CONSTRUCTION
DATE: 04/17/2023
SCALE(34"X22"): 1"=40'
SCALE(17X11"): 1"=80'
SCALE AS NOTED
SHEET NUMBER
1.3 OF 13

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VOLUME:705 CY<CUT> S W
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Hiffli Jennings
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TEMPORARY CONSTRUCTION D
ENTRANCE EX.GRAVEL ENTRANCE FROM
PLEASANT GROVE ROAD
PERMIT
DRAWING
NOT FOR
°° 120 CONSTRUCTION
SCALE IN FEET
EROSION AND SEDIMENTATION CONTROL(ESC)PLAN LEGEND DATE: 04/17/2023
SCALE(34"X22"): 1"=60'
LOD LIMITS OF DISTURBANCE SF SILT FENCE SCALE(17"X11"): 1"=120'
CONSTRUCTION ACCESS ROUTE EROSION CONTROL MATTING 0 60 120
TEMPORARY STAGING AREA CONSTRUCTION ENTRANCE SCALE IN FEET
SHEET NUMBER
3.0 OF 13

STANDARD CONSTRUCTION ENTRANCE NOTES AND SPECIFICATIONS EROSION AND SEDIMENTATION CONTROL NOTES AND SPECIFICATIONS CONSTRUCTION SEQUENCE x 0-
0
SO'MINIMUM 1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION ROOTS,AND OTHER OBJECTIOABLE DURING PROJECT IMPLEMENTATION, EROSION CONTROL MEASURES WILL BE 1. OBTAIN AND REVIEW THE FRENCH BROAD RIVER-FLOODPLAIN RESTORATION >
MATERIAL AND PROPERLY GRADE THE AREA. K
IMPLEMENTED TO REDUCE SEDIMENTATION INTO WETLANDS,THE FRENCH BROAD PROJECT,EROSION AND SEDIMENTATION CONTROL PLAN AND ALL OTHER
2. PLACE THE 2'-3'STONE TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLAND AND d
sN1ooTHIr. RIVER AND ITS TRIBUTARIES. THE PROPOSED DESIGN AND EROSION AND APPLICABLE PERMITS. a
SEDIMENTATION CONTROL PLAN ATTEMPTS TO MINIMIZE SEDIMENTATION AND 2. FLAG THE WORK LIMITS AND STAKE OUTTHE LIMITS OF DISTURBANCE(LOD)OF
SEEPAAGEGE O ORR A A HIGH WATER TABLE.
3. USE FABRICS TO IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO OTHER POTENTIALLY NEGATIVE IMPACTS DURING CONSTRUCTION THROUGH THE THE PROJECT.THE TOTAL PROJECT LOD IS 5.49 AC.
FOLLOWING PRACTICES: 3. LOCATE ALL UNDERGROUND UTILITIES WITHIN THE WORK AREA. x o
EXISTING 4. INSTALL SILT FENCE OR TREE PROTECTION FENCE UP TO ENSURE CONSTRUCTION ENTRANCE IS X
Roaowav USED. 4. INSTALL RAIN GAUGE AND PREPARE INSPECTION FORMS.1. ALL CONSTRUCTION ACTIVITIES SHALL ADHERE TO THE CONDITIONS AND 5. H R
OLD PRE-CONSTRUCTION MEETING WITH THE PERMITTEE,ENGINEER AND w
g 5. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD IS NOT REMOVED BY THE VEHICLE Y U
^ 2"-3"STONE TO BE USED TRAVELING OVER THE STONE,THEN THE LENGTH OF THE CONSTRUCTION ENTRANCE SHALL BE REQUIREMENTS OF NC DEMLR'S NG01 CONSTRUCTION GENERAL PERMIT. CONTRACTOR PRIOR TO STARTING ANY LAND DISTURBING ACTIVITIES.
(NCDOT CLASS A OR RAILROAD INCREASED. 2. ALL TREES,UTILITIES AND OTHER SITE FEATURES SHALL BE PROTECTED UNLESS 6. INSTALLALL EROSION AND SEDIMENTATION CONTROL BMPS AS SHOWN IN THE = o
BAL AS U
q a' 12'MINIMUM 6. SEE SECTION 6.06.1 OF NC DEMLR'S EROSION AND SEDIMENT CONTROL DESIGN MANUAL(2013)FOR MARKED FOR REMOVAL OR RELOCATION. DRAWINGS AND DETAILS.
ADDITIONAL INFORMATION,NOTES AND SPECIFICATIONS. 3. EQUIPMENT SHALL BE WELL-MAINTAINED,CLEANED PRIOR TO MOBILIZATION, 7. INSPECT EROSION PREVENTION AND SEDIMENT CONTROL BMPS DAILY AND
AND CHECKED DAILY FOR LEAKS OF PETROLEUM PRODUCTS. FUELING AFTER SIGNIFICANT RAINFALL EVENTS.MAKE NEEDED REPAIRS IMMEDIATELY. _
OPERATIONS SHALL BE PERFORMED IN A CONTAINED AREA AWAY FROM KEEP ALL LOGS AND RECORDS UP-TO-DATE.
SURFACE WATER. 8. ACQUIRE AND STORE MATERIALS FOR SITE(E.G.ROCK,LOGS,EROSION CONTROL m
4. ALL WORK ADJACENT TO STREAMS AND WETLANDS SHALL BE CONDUCTED IN A MATTING AND FILTER FABRICS)IN THE TEMPORARY STAGING AREAS. 3
DRY WORK AREA TO THE EXTENT POSSIBLE. 9. CLEAR EXISTING VEGETATION REQUIRED TO COMPLETE THE WORK TAKING CARE � w
5. CONSTRUCTION SHALL BE TIMED TO OCCUR DURING TIMES OF LOW FLOW. NOT TO DISTURB DESIRABLE VEGETATION TO REMAIN INTACT. ° Ir
6. THE RIVERBANKS, IN-STREAM STRUCTURES AND WORK AREA MUST BE 10. GRADE THE RIVER BANKS AND INSTALL BANK STABILIZATION STRUCTURES
STABILIZED AT THE END OF EACH DAY BEFORE THE TEMPORARY IN-STREAM ACCORDING TO THE PLANS AND DETAILS.WHEN POSSIBLE,PERFORM WORK Z
DIVERSIONS ARE REMOVED AND FLOW IS RETURNED THE FULL CHANNEL. FROM THE RIVER BANKS TO MINIMIZE TIME SPENT WORKING IN THE CHANNEL. 0
7. ALL WASTE SOIL SHALL STAY ON SITE AND WILL BE DISPOSED OF IN AREAS 11. WHEN WORKING IN THE CHANNEL,UTILIZE ATEMPORARY IN-STREAM l`__
DETAILED PLAN DESIGNATED ON THE PLANS. DIVERSION. < J
NOT TO SCALE 8. TO THE EXTENT PRACTICABLE, DO NOT EXPOSE FISH HABITAT SLOUGH TO 12. INSTALL TEMPORARY SEEDING,PERMANENT SEEDING AND EROSION CONTROL
BASEFLOWS OR STORMFLOWS FROM THE FRENCH BROAD RIVER UNTIL THE MATTING ON ALL DISTURBED RIVER BANKS AND GRADED SLOPES AS SHOWN ON O Z 0' J
MAJORITY OF THE SLOUGH HAS BEEN EXCAVATED AND STABILIZED WITH SEED, SHEETS 4.0 AND 4.1. [ z <
MULCH,AND EROSION CONTROL MATTING. 13. INSTALL TEMPORARY AND PERMANENT SEEDING AND MULCH TO ALL AREAS W O
NEW CONSTRUCTION 9. DO NOT REMOVE HEALTHY, NATIVE VEGETATION FROM AREAS WHERE NO DISTURBED FOR CONSTRUCTION ACCESS AS SHOWN ON SHEET 4.0 AND 4.1. U O Z W Z
BO'MINIMUM GRADING OR STRUCTRE INSTALLATION WILL OCCUR. STOCKPILE VEGETATION 14. ONCE THE WORK AREA IS STABILIZED AND CONSTRUCTION ACTIVITIES ARE Z U C) Z
EXISTING ROADWAY FOR REPLANTING AS APPROPRIATE. COMPLETED,REMOVE AND DISPOSE OF ALL NON-BIODEGRADABLE EROSION >- O Z
AND SEDIMENTATION CONTROL BMPS. Q IY U) Q O Z
15. NOTIFY THE PERMITEE AND THE ENGINEER FOR A FINAL INSPECTION AND WALK -j W fj� Z Q C)
THRO
III III= III 16. WHENUSEAONALIYAPPROPRIATE, NSTAPERMANIENTPLANTINGSONRIVER 0_ W O < Z 0_'
FINALSTABILIZATIONOF THE
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III III=III - BANKS AND WITHIN THE RIPARIAN ZONES AS SHOWN ON SHEETS 4.0 AND 4.1. Z 0' Z
=i I-III-III=1 =1 I= =1 =1 =1 =1 =1 =1 =1 =1 =1 I-III=1 =1 I-III-I'' 0
=1 =1 1=1 1= -i =1 1=1 1= ="1-1 1= =1 =iTl=1 1=1 1-1 1=" J W W Q W Z
6•MIN. MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES W Z = U Q O
FILTER FABRIC UNDER STONE I O L,J = (, U
ALL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSPECTED DAILY 0 J 1-- W
AND AFTER SIGNIFICANT RAIN EVENTS BY THE CONTRACTOR.THE CONTRACTOR WILL W Z J 0' U) - 0
ASSURE THAT ALL INSTALLATIONS ARE FUNCTIONING PROPETY AT THE END OF EACH Q O 0 (� 0
DETAILED CROSS-SECTION A-A' WORK DAY.INSPECTION REQUIREMENTS,AS DETAILED IN THE STORMWATER SECTION, Cn Z W
NOT TO SCALE WILL BE FOLLOWED. 0 LU 0 Q - 0
ONCE THE SITE IS STABILIZED, ALL NON-BIODEGRADABLE EROSION CONTROL Q � Z C Z
STANDARD CONSTRUCTION ENTRANCE DETAIL MEASURES SHALL BE REMOVED AND PROPERLY DISPOSED OF BY THE CONTRACTOR. 0 0 O Lu
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TEMPORARY SILT FENCE NOTES AND SPECIFICATIONS L�I/J
1. CONSTRUCT THE SILT FENCE WITH STANDARD STRENGTH OR EXTRA STRENGTH SYNTHETIC FILTER I..L
FABRICS. LL.
e MAX. PLASTIC OR 2. SUPPORT THE STANDARD STRENGTH FILTER FABRIC BY WIRE MESH FASTENED SECURELY TO THE
VARIABLE AS DIRECTED BY THE ENGINEER WIRE TIES UPSLOPE SIDE OF THE POSTS.EXTEND THE WIRE MESH SUPPORT TO THE BOTTOM THE TRENCH.
f FASTEN THE WIRE REINFORCEMENT,THEN FABRIC ON THE UPSLOPE SIDE OF THE FENCE POST.WIRE
OR PLASTIC ZIP TIES SHOULD HAVE A MINIMUM 50 POUND TENSILE STRENGTH.
3. WHEN A WIRE MESH SUPPORT FENCE IS USED,SPACE POSTS A MAXIMUM OF 8 FT APART.SUPPORT
POSTS SHOULD BE DRIVEN SECURELY INTO THE GROUND A MINIMUM OF 2 FT.
MIN.10 GA. MIN.111. A. 4. EXTRA STRENGTH FILTER FABRIC WITH 6 FT POST SPACINGS DOES NOT REQUIRE WIRE MESH
LINE WIRES
INTERMEDIATE SUPPORT FENCE.
WIRES _ •
jj EINSTALLED
5. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND B INCHES DEEP ALONG THE PROPOSE LINE
OF POSTS AND UPSLOPE OF THE BARRIER.
/GRADE
/ 6. PLACE 12 INCHES OF FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH. Envir• ,
IIIII=IIIII =IIIII=IIIII=IIIII=IIIII=IIIII=IIIII-IIIII-IIIII-IIIII=IIIII=IIIII=IIIII=IIIII=IIIII=IIIII=IIIII=IIIII=IIIII =IIIII-1' 7. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT.THOROUGH
IIIII - IIIII COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE.
IIIII IIIII
S. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
IIIII - IIIII 9. CONSTRUCTION SITE RUNOFF SHALL NOT RUN PARALLEL WITH THE FENCE.
IIIII IIIII IIIII 10. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.
JI
11. SEE SECTION 6.62.1 OF NC DEMLR•S EROSION AND SEDIMENT CONTROL DESIGN MANUAL(2013)FOR
ADDITIONAL INFORMATION,NOTES AND SPECIFICATIONS.
DETAILED FRONT PERMIT
NOT TO SCALE DRAWING
STEEL POST
WOVEN WIRE FABRIC NOT FOR
CONSTRUCTION
q FILL SLOPE
GRADE DATE: 04/17/2023
6" SCALE(34"X22"): NTS
MIN
4' SCALE(17"X11"): NTS
MIN SILT FENCE GEOTEXTILE FABRIC
NOT TO SCALE
DETAILED SIDE
NOT TO SCALE
SHEET NUMBER
TEMPORARY SILT FENCE DETAIL 3.1 OF 13

EROSION CONTROL WATTLE NOTES AND SPECIFICATIONS TEMPORARY FORD CROSSING NOTES AND SPECIFICATIONS X a
1. WATTLES MAY BE INSTALLED ALONG CONTOURS,IN DRAINAGE CONVEYANCE CHANNELS,AND 1. KEEP CLEARING AND EXCAVATION OF THE RIVER BANKS AND APPROACH SECTIONS TO A MINIMUM. w
AROUND INLETS TO HELP PREVENT OFF-SITE DISCHARGE OF SEDIMENT-LADEN STORMWATER O
INSTALL WATTLE RUNOFF. 2. DIVERT ALL SURFACE WATER FROM THE SITE ONTO UNDISTURBED AREAS NEXT TO THE RIVER. d
PERPENDICULAR TO SLOPE d
DISTURBED AREA 2. WATTLES ARE ELONGATED TUBES OF COMPACTED GEOTEXTILES,CURLED EXCELSIOR WOOD, 3. KEEP CROSSING AT A RIGHT ANGLE(PERPENDICULAR)TO THE RIVER. Q
ELV.120` ___ NATURAL COCONUT FIBER,OR HARDWOOD MULCH.STRAW,PINE NEEDLE,AND/OR LEAF MULCH-FILLED
——- SEDIMENT TUBES ARE NOT PERMITTED. ACCESS RAMP SECTION 4. ALIGN ROAD APPROACHES WITH THE CENTERLINE OF THE CROSSING FOR A MINIMUM DISTANCE OF 30
5.0'MAXIMUM BANK HEIGHT 5:1 MAXIMUM SLOPE FT.
10.0'MIN 3. THE OUTER NETTING OF THE WATTLE SHALL CONSIST OF SEAMLESS,HIGH-DENSITY POLYETHYLENE Z
ELV.115 PHOTODEGRADABLE MATERIALS TREATED WITH ULTRAVIOLET STABILIZERS OR A SEAMLESS, �I III 14 Ildl 1 I 5. STABILIZE ALL DISTURBED AREAS SUBJECT TO FLOWING WATER INCLUDING THE RIVER BANKS AND X 2
HIGH-DENSITY POLYETHYLENE NON-DEGRADABLE MATERIAL.. -__- s,I 1 I J, III PLANNED OVERFLOW AREAS. 0 d
_ DIVERSION -1 I ,
w
( ) ( \ °° I// 'f rI CHANNEL 8. ALL STRILIZED IT AND BED MATERIAL DISTURBED DURING INSTALLATION OF THE CROSSING SHALL Y' � 4. WATTLES SHOULD BE STAKED USING WOODEN STAKES 2-INCH X 2-INCH OR STEEL POSTS STANDARD ^� °°6 I°° � U
ELV.110 30° A L.F.PER END PLACED AT U"-OR INCHES
SECTIONS WITH A MINIMUM WEIGHT OF 1.25 POUNDS PER FOOT)AT A MINIMUM OF o e 8 d „ l — BE STABILIZED WITH TEMPORARY SEEDING AND EROSION CONTROL MATTING S ROINTS AsCOIR S
\ 5. INSTALL ALL WATTLES TO ENSURE THAT NO GAPS EXIST BETWEEN THE SOIL AND THE BOTTOM OF THE ACCESS RAMP WITHIII EROSION CONTROL WATTLES SHALL BE INSTALLED AT ALL INGRESS AND EGRESS POINTS AS SHOWN A 30°ANGLE TO PREVENT 26 INCHES IN LENGTH PLACED ON 8-FOOT CENTERS. UJI
DOT
SS A
TONE
N
END-AROUND FLOW ACCESS RAMP WITH NC L 0 —� IN THE DRAWINGS U ❑
w I{I
ELV.105 - TUBE MANUFACTURER'S RECOMMENDATIONS SHOULD ALWAYS BE CONSULTED BEFORE 14 y 1�II' "°'o°o° �- 7. REMOVE TEMPORARY STREAM CROSSINGS IMMEDIATELY WHEN THEY ARE NO LONGER NEEDED.
INSTALLATION. II''1I'�I —_'� RESTORE THE STREAM CHANNEL TO IT ORIGINAL CROSS-SECTION,AND SMOOTH AND APPROPRIATELY
STABILIZE ALL DISTURBED AREAS. S
6. THE ENDS OF ADJACENT WATTLES SHOULD BE OVERLAPPED 6-INCHES TO PREVENT FLOW AND
ELV.100\`_ SEDIMENT FROM PASSING THROUGH THE FIELD JOINT. I 1 f ICI �I .I B. RE-DRESSING OF CHANNEL AND BANKFULL BENCH/FLOODPLAIN WILL LIKELY BE REQUIRED FOLLOWING
REMOVAL OF THE CROSSING AND SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION. m
7. SEDIMENT TUBES SHOULD NOT BE STACKED ON TOP OF ONE ANOTHER,UNLESS RECOMMENDED BY g Z
2"X 2-X W"WOODEN MANUFACTURER. 9. SEE SECTION 8.70.1 OF NC DEMLR'S EROSION AND SEDIMENT CONTROL DESIGN MANUAL(2013)FOR 3
STAKES PLACED 8'O.C. f „p// ADDITIONAL INFORMATION,NOTES,AND SPECIFICATIONS. Q W
`PROTECTED AREA ec K❑
z
_O
_DETAILED PLAN DETAILED PLAN < J
NOT TO SCALE NOT TO SCALE O N
Z 0� (n
Lu O z
DISTURBEDAREA
5.0'MAX � O
-IIM1 z � ♦0 zo _O
12'EROSION CONTROL WATTLE 21 vJ
— SURFACE
UDIVERSION W ORIGINAL RIVER BANK SURFACE FLOW �10
/// DIVERSION LL W ui Z O �f �
PROTECTED AREA O LQLJ O �l
z � z z
1.0'MIN ARMOUR ACCESS RAMP WITH RIVER CHANNEL O
NC DOT CLASS A STONE
=� �—III � z = U 2 O O
III _ _GRAVEL AND COBBLE T
- FROM RIVER I O L l 0 Q U
� U _ H Lu (�
LuzJ � U) O
DETAILED CROSS-SECTION DETAILED CROSS-SECTION � z Z 0 (� LL
NOT TO SCALE NOT TO SCALE W Lu I­_O Q
< 0� z cn zz
EROSION CONTROL WATTLE DETAIL TEMPORARY FORD STREAM CROSSING DETAIL 00If 0 0 Uj
m z O �
2 Lu 0� O
z = wz
EROSION CONTROL MATTING NOTES AND SPECIFICATIONS uu/
1. EROSION CONTROL MATTING IS USED TO PROTECT RECENTLY CONSTRUCTED STREAM BANKS FROM 0L
EROSION.THE MATTING WILL REMAIN INTACT WHILE THE BANK AND RIPARIAN VEGETATION MATURES, ILL
PROVIDING CRITICAL BANK PROTECTION.
A A•
2. EAST COAST EROSION CONTROL ECC-2B EROSION CONTROL PRODUCT, OR AN EQUIVALENT
APPROVED BY THE ENGINEER SHALL BE USED. EROSION CONTROL MATTING MATERIAL
SPECIFICATIONS:
BANKFULL 2.1. MACHINE DIRECTION TENSILE STRENGTH:223 LB/FT
2.2. TRANS VERSE DIRECTION TENSILE STRENGTH:150LBIFf
2.3. AP PARENT OPENING SIZE:0.50"x1.00"
/ 2.4. LIGHT PENETRATION:13%
2.5. MASS:322.1 G/M'
3. BEFORE INSTALLING EROSION CONTROL MATTING, RAKE SOIL LEVEL,ADD TEMPORARY AND/OR Jennings
_TOE OF SLOPE PERMANENT SEED,SOIL PREPARATION,AND MULCH.
4. EROSION CONTROL MATTING SHALL BE PLACED ALONG THE LENGTH OF GRADED AREAS FROM THE
TOE OF SLOPE TO A MINIMUM OF 4.0'BEYOND THE TOP OF BANK ELEVATION. Environmental
5. SECURE MATTING IN PLACE BY STAKING AND OVERLAPPING AT THE SEEMS WITH A SHINGLE-TYPE
METHOD SUCH THAT THE OVERLAPPING PIECE IS IN THE SAME DIRECTION AS THE STREAM FLOW AS
' SHOWN IN THE DETAIL.ADDITIONAL STAKING SHALL BE APPLIED BY THE CONTRACTOR AT NO
ADDITIONAL COST IF THE MATTING SEPARATES FROM THE SOIL MORE THAN ONE INCH UNDER A
REASONABLE PULL,
EROSION CONTROL MATTING FROM TOE 8. EROSION CONTROL MATTING USED ON ALL STREAM BANKS SHALL BE MADE OF 100%NATURAL FIBERS
OF SLOPE AT INNER BERM TO BANKFULL AND MATERIALS AND BE BIODEGRADABLE UNDER NORMAL CLIMATE CONDITIONS.EROSION CONTROL
STAGE MATTING CONTAINING PLASTICS OR PLASTIC BASED MATERIALS SHALL NOT BE USED.
DETAILED PLAN PERMIT
NOT TO SCALE DRAWING
VERTICAL OVERLAP NOT FOR
MIN.12"WITH DOUBLE
ECO-STAKES SECURE MATTING WITH 4"
2 OVER LAP AND DOUBLED MATTING CONSTRUCTION
EDGE OVERLAP ECO-STAKES BANKFULL STAGE
MIN.4"WITH DOUBLE �� �� .11, .. II.. ..11 ....0.. ..11... EROSION CONTROL
BANKFULL STAGE
ECO-STAKES AT 2'
O.C. 1 EROSION CONTROL / /
/ / // EXISTING
MATTING
i GROUND DATE: 04/17/2023
//� MIN1 ECO 2iENGTH SCALE(34"X22"): NTS
—SINGLE T
OFF SETIROWS ATTAKES SCALE(17"X11"): NTS
2'-3'O.C. TURN DAWN
MATTING MIN.6"
NOT TO SCALE
DETAILED STAKING PLAN DETAILED SECTION A-A'
NOT TO SCALE NOT TO SCALE
SHEET NUMBER
EROSION CONTROL MATTING DETAIL 3.2 OF 13

X d I I I I I I I I
O
K
a
a
X
O
H
o a_
ZONE 1:WETLAND - - ---
Y U
(0.08 AC.) - `- _ ❑
m
Z
W
ZONE 2:STREAMBANKS
(0.22 AC.) Z
_O
ZONE 2:STREAMBANKS 1,__
(0.42 AC.) <
0 z
r� 0
w U
� Z
zoo O
ZONE 2:STREAMBANKS d a W Z 0 �
- (0.29 AC.) 0 C) 0 �
- H
0 W Q
ZONE 1:WETLAND °° J w Q Z
° O w = w U
U _ H >
w Z J 0
> Qj0 LL
O
� Z Z
w
I OmU) O
� w
r)
m z
= w
U =
z
w
0'
LL
- ZONE 3:RIGHT-OF-WAY POLLINATOR MIX
w w w w w (1.53 AC.)
w w w w wJennings
Environmental
PERMIT
0 60 120 DRAWING
SCALE IN FEET
NOT FOR
CONSTRUCTION
RE-VEGETATION PLAN LEGEND
ZONE 1-WETLAND
DATE: 04/17/2023
ZONE 2-STREAMBANKS SCALE(34"X22"): 1"=60'
SCALE(17"X11"): 1"=120'
ZONE 3-RIGHT-OF-WAY POLLINATOR MIX
0 60 120
SCALE IN FEET
SHEET NUMBER
4.0 OF 13

X a
X Q
GENERAL RE-VEGETATION AND PLANTING NOTES SEEDING SCHEDULES ZONE 1: STREAMBANKS W
O
1. FINAL VEGETATION SPECIES SELECTION MAY CHANGE PERMANENT SEEDING NOTES TEMPORARY SEEDING ZONE 1-STREAMBANK-3'D.C.(4,840 STEMS AC)
DUE TO REFINEMENT OR SPECIES AVAILABILITY AT THE 9. PERMANENT SEEDING SHALL OCCUR IN CONJUNCTION DATE TYPE APP.RATE(LBS/AC) SPECIES COMMONNAME %OF STEMS a
TIME OF PLANTING. SPECIES SUBSTITUTIONS WILL BE WITH RYE GRAIN(Secale cereale) 120 LIVE STAKES
COORDINATED BETWEEN THE BANK MANAGER, TEMPORARY SEEDING WHERE APPLICABLE. IDEALLY, z
ENGINEER AND PLANTING CONTRACTOR PRIOR TO THE PERMANENT SEEDING SHALL OCCUR DURING THE COMMON OATS(Avena sativ) 100 Cornusamomum SILKY DOGWOOD 40% x
PROCUREMENT OF PLANT/SEED STOCK. PLANTING SEASON FOR EACH SEED TYPE. AREAS RED CLOVER(Trifolium incarnatum) 20 Salixserlceo SILKY WILLOW 30% °w a
JAN 1-APR 30 `L U
FERTILIZED FOR TEMPORARY SEEDING SHALL BE GROUND AG,LIMESTONE 2,000 Sambucus conadensis ELDERBERRY 15% w w
2. LARGER NATIVE TREE SPECIES TO BE PRESERVED WILL SUFFICIENTLY FERTILIZED FOR PERMANENT SEEDING; 10-10-10 FERTILIZER 750 Physocarpus opulifolius NINFBARK 15% v o
BE FLAGGED BY THE ENGINEER PRIOR TO ADDITIONAL FERTILIZER IS NOT REQUIRED FOR STRAW MULCH 4,000 TOTAL 100%
CONSTRUCTION ACTIVITIES.ANY TREES HARVESTED FOR PERMANENT SEEDING.
WOODY MATERIAL WILL BE UTILIZED TO PROVIDE BED GERMAN MILLET(setaria italica) so HERBACEOUS PLUGS
AND BANK STABILIZATION AND COVER OR NESTING 10. ALL SEED AND SEED VARIETIES MUST BE FREE OF COMMON OATS(Avena sativ) 100 Juncus effusus COMMON RUSH 60%
m
HABITAT ON THE FLOODPLAIN. ANY EXCESS WOODY STATE AND FEDERALLY LISTED NOXIOUS WEED SEED RED CLOVER(Trifolium incarnatum) 20 C.—.late BROADWING SEDGE 40%
MAY1-JUL 31 3
MATERIALS MAY USED TO BACKFILL OLD CHANNELS. AND INVASIVE SPECIES. GROUND AG.LIMESTONE 21000 TOTAL 100% o
10-10-10 FERTILIZER 750
3. ALL DISTURBED AREAS WILL BE STABILIZED USING STRAW MULCH 4,000 Z
TEMPRORY AND PERMERMANET SEEDING AS DEFINED IN 11. THE CONTRACTOR SHALL LOOSEN THE SOIL TO A RYE GRAIN(Secale cereale) 120 ZONE 2: BUFFER RE-ESTABLISHMENT
THE SEEDING SCHEDULE AND THE APPROVED E&SC MINIMUM DEPTH OF 4-INCHES AND GRADE TO A
PLANS. SMOOTH, EVEN SURFACE WITH A LOOSE, UNIFORMLY WINTERWHEAT(Triticumaestivum) 100
SPECIES COMMON NAME %OF STEMS Q
FINE TEXTURE. THE AREAS TO BE SEEDED ARE THEN TO RED CLOVER(Trifolium incornatum) 20 OVERSTORY
AUG 1-DEC 31
4. SUPPLEMENTAL PLANTING ACTIVITIES MAY BE BE ROLLED AND RAKED TO REMOVE RIDGES AND FILL GROUND AG.LIMESTONE 2,000 0 Z
REQUIRED WITHIN THE CONSERVATION EASEMENT. DEPRESSIONS TO MEET FINISH GRADES. THE l0-10-1oFERrwzER 750 Platanusoccidentalis SYCAMORE 15% �
CONTRACTOR IS TO LIMIT SUB GRADE AND FINISH Acer rubrum RED MAPLE 15% 0
STRAW MULCH 4,000 W
GRADE PREPARATION TO AREAS THAT WILL BE PLANTED Nyssa sylvatica BLACK GUM 10% W V Z
TEMPORARY SEEDING AND MULCHING NOTES IMMEDIATELY.PREPARED AREAS ARE TO BE RESTORED IF Liriodendron tulipifera YELLOW POPLAR 10% Z >- Z _
5. TEMPORARY SEEDING AND MULCHING SHALL BE ERODED OR OTHERWISE DISTURBED AFTER FINE 1-- 0 J 0
APPLIED TO ALL AREAS AND ACCESS ROUTES DISTURBED GRADING AND BEFORE PLANTING. PERMANENT RIPARIAN SEEDING-25LBS/AC Betulanigra RIVER BIRCH s% Q Q' U) Q Z �
DURING CONSTRUCTION. SPECIES COMMON NAME PERCENT Quercusstellata POST OAK 5% -j W Of Z_ O 0
Quercus alba WHITE OAK 5% 0 0_ W J LLI
12. SEED SHALL BE SOWN WITH A SPREADER OR A Juncuseffusus COMMON RUSH 5% 0 �
6. ALL SEED AND SEED VARIETIES MUST BE FREE OF SEEDING MACHINE. SEED IS NOT TO BE BROADCAST OR UNDERSTORY 00 0 U
Coreopsis lanceolate LANCE LEAF TICKSEED 10% 0 Z Q'
STATE AND FEDERALLY LISTED NOXIOUS WEED SEED DROPPED WHEN WIND VELOCITY EXCEEDS 5 MPH. SEED Agrostis erennans Carpinuscaraliniana RONWOOD lo% J W Q W (n Z
P AUTUMN BENTGRASS 5%
AND INVASIVE SPECIES. SHALL BE EVENLY DISTRIBUTED BY SOWING IN TWO Prunus serotina BLACK CHERRY 5% W Z = U (5 0 0
E/ymus virginicus VIRGINIA WILDRYE 10%
DIRECTIONS AT RIGHT ANGLES TO EACH OTHER. WET Asiminatriloba PAWPAW 5% 0 W = W Z U
Andropogon gerardi BIG BLUESTEM 10%
SEED OR SEED THAT IS MOLDY OR OTHERWISE � U J � > Q
7. ALL DISTURBED AREAS WILL BE SEEDED WITH DAMAGED IN TRANSIT OR STORAGE IS NOT TO BE USED. Schizachyriumscoparium LITTLE BLUESTEM 5% Hamamelisvirginiano WITCH HAZEL s% W J D—' W (n Z 0
TEMPORARY SEED AND MULCHED WITH WHEAT STRAW. AFTER BEGIN SOWN, THE SEED SHALL BE RAKED INTO Panicumvirgatum SWITCH GRASS 15% Linderabenzoin SPICEBUSH s% > Q 5; 0 GIf W LL
5% EE w Z Z Alnus serrulata HAZEL ALDER
SEEDING WILL BE THE TOP 1/4 INCH OF THE TOPSOIL, LIGHTLY ROLLED, Tripsacumdac[yloides EASTERN GAMAGRASS 5% 300% � 0
PERFORMED USING A BROADCAST SPREADER. OTHER AND WATERED WITH FINE SPRAY. SEEDED AREAS ON sorghostrumnutans INDIAN GRASS s% TOTAL 0 m 0 0 Z
METHODS MAY BE USED BUT MUST BE APPROVED BY STREAM BANKS SHALL BE PROTECTED WITH COIR FIBER Rudbeckiahirta BLACK-EYED 10% 0 w Z
ENGINEER IN ADVANCE OF INSTALLATION. MATTING. LLI
Chamaecrista(Cassia)fasciculata SHOWY PARTRIDGE PEA 10% m 0
8. MAINTENANCE OF SEEDED AREAS SHALL CONSIST OF Bidensaristoso SHOWY BIDENS 5%
WATERING, WEED AND PEST CONTROL, FERTILIZATION, ZONE 1:STREAMBANK Helianthusangustifolius SWAMPSUNFLOWER s% 2 WU =
EROSION REPAIR, RESEEDING, AND INCIDENTAL 13. LIVESTAKES AND HERBACEOUS PLUGS LISTED IN THE TOTAL 100% Z
OPERATIONS AS NECESSARY TO ESTABLISH A HEALTHY, PLANTING SCHEDULE SHALL BE PLANTED IN OFFSET w
VIGOROUS, WEED FREE AND DISEASE FEE UNIFORM ROWS AT A DENSITY OF 4,840 STEMS PER ACRE (3.0' Of
STAND OF GRASS. ALL AREAS WHICH FAIL TO SHOW A O.C.) FROM TOE OF THE RESTORED CHANNEL TO 3.0'
UNIFORM STAND OF GRASS FOR ANY REASON SHALL BE OUTSIDE THE BANKFULL STAGE. HERBACEOUS PLUGS
TREATED REPEATEDLY UNTIL A UNIFORM STAND OF AT SHALL BE PLANTED ALONG THE TOE OF THE CHANNEL IN
LEAST 90%COVERAGE IS ATTAINED WITH NO BARE AREA THE OUTSIDE OF THE POOL MEANDER BENDS.
GREATER THAN FIVE(5)SQUARE FEET.
ZONE 2:RIPARIAN BUFFER
14.WOODY SPECIES LISTED IN THE PLANTING SCHEDULE Jennings
SHALL BE PLANTED IN OFFSET ROWS AT A DENSITY OF
440 STEMS PER ACRE (10.0' O.C.) FROM 3.0' OUTSIDE Environmental
THE BANKFULL STAGE TO THE GRADING LIMITS. EXACT
PLACEMENT OF THE SPECIES SHALL BE DETERMINED BY
THE CONTRACTOR'S VEGETATION SPECIALIST PRIOR TO
SITE PLANTING AND BASED ON THE WETNESS
CONDITIONS OF PLANTING LOCATIONS.
PERMIT
DRAWING
NOT FOR
CONSTRUCTION
DATE: 04/17/2023
SCALE(34"X22"): NTS
SCALE(17"X11"): NTS
NOT TO SCALE
SHEET NUMBER
4.1 OF 13