20221197 Ver 2_Chapter L - Stream Realignment Restoration Plans_20230302

Chapter L: Stream Realignment/Restoration Plans
GPI I-":- E NAB REY ` 1 1
Development I construction I Management
NAProjects\2022\FLA-2200811.00\70-Permitting\71-Application\I P\20230124 I P
Supplemental Narrative .docx

DESIGN DEVELOPMENT PHASE
FOR
3027 NORTH TRYON STREAM RESTORATION
UT DERITA BRANCH
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WWW.EMBREYDC.COM Sheet List Table
10
Sheet Number Sheet Title
1 COVER
so 2 GENERAL NOTES 1 z
' '�'� 3 GENERAL NOTES 2
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4 EXISTING CONDITIONS OVERVIEW <
PROJECT SITE
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PROJECT DESCRIPTION. 5 ENVIRONMENTAL PERMITTING SHEET 1--
v GPI HAS BEEN TASKED WITH THE STREAM RESTORATION OF A SMALL 6 EROSION AND SEDIMENT CONTROL W
�-' TRIBUTARY STREAM TO LITTLE SUGAR CREEK IN MECKLENBURG LU
6 t or Ra1i h5`- COUNTY, NC. THE EXISTING STEAM CHANNEL IS INCISED, CONTAINS 7 EROSION AND SEDIMENT CONTROL DETAILS
II 1YO)1. 15LIS LARGE ABRUPT VERTICAL DROPS IN CHANNEL ELEVATION AND HAS 8 PLAN AND PROFILE 0+00 - 4+86.40 W
%re 49 0 1 VC'° MAJOR DISCONNECTS FROM THE FLOODPLAIN. THE OBJECTIVES OF THE
RESTORATION PROJECT ARE TO RECONNECT THE STREAM TO THE 9 PLAN AND PROFILE 4+86.40 - 9+94.09
t FLOODPLAIN WHILE INCREASING HABITAT AND CREATE A RIFFLE POOL
P. SEQUENCE THAT IS SEEN NATURALLY IN THIS REGION. THESE 1 0 TYPICAL CROSS SECTIONS
e , ENHANCEMENTS WILL RESULT IN AN OVERALL INCREASE ECOSYSTEM MECKLENBURG 11 BOULDER TOE O
.`, V�fx5t , FUNCTIONALITY AND FUNCTIONAL LIFT
.0 COUNTY �
+ `� Card 5t PROPERTY LOCATION: LOCATION MAP 12 BOULDER J HOOK �
49 ,91
��91�6r„ Cr LAT: 35°15'08.9"N LONG: 80°48'41.6"W NTS. 13 BOULDER CASCADE 1:If MECKLENBURG COUNTY, NORTH CAROLINA 14 CONSTRUCTED RIFFLE WITH HABITAT BOULDERS �
Al
114 ,� 15 PLANTING PLAN O
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; �`_ , 16 PLANTING DETAILS 1 OF 2 N
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VICINITY MAP , 17 PLANTING DETAILS 2 OF 2 co
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ISSU
ED FOR: DESIGN DEVELOPMENT PHASE

GENERAL PROJECT SPECIFICATION AND NOTES
1. DEFINITIONS:
1.1. CONSTRUCTION DOCUMENTS: THE CONTRACT AND THE APPLICABLE PLAN SHEET(S), DETAILS,
SPECIFICATIONS, PERMIT(S), AND/OR ANY OTHER DOCUMENTS (MEETING MINUTES, PUNCH LISTS, BID
TABS, ETC.) FOR COMPLETE INFORMATION ABOUT THE REQUIRED WORK. ANY ONE OF THESE PARTS
MAY NOT CONTAIN ALL THE INFORMATION REQUIRED TO COMPLETE THE PROJECT WORK.
1.2. PROJECT OWNER: EMBREY
1.3. ENGINEER: GPI
2. THE WORK ON THIS PROJECT SHALL ADHERE TO THE FOLLOWING SPECIFICATIONS, STANDARDS, AND/OR
REGULATIONS.
2.1. NC DEQ'S "EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL"(2013)
2.2. NC DOT'S "2018 STANDARD PROVISIONS"
2.3. NC DOT'S "2018 SPECIFICATIONS AND SPECIAL PROVISIONS"
2.4. THE CONSTRUCTION DOCUMENTS
3. NOT ALL EXISTING UTILITIES ARE SHOWN. SOME LOCATIONS MAY BE APPROXIMATE. THE CONTRACTOR IS
RESPONSIBLE FOR ALL UTILITY LOCATION AND COORDINATION. ANY UTILITIES SHOWN ON THE
CONSTRUCTION DOCUMENTS ARE FOR INFORMATIONAL PURPOSES ONLY AND IN NO WAY RELIEVES THE
CONTRACTOR FROM COORDINATING, VERIFYING AND PROTECTING EXISTING UTILITIES. THE CONTRACTOR
SHALL ADHERE TO THE PROVISIONS OF THE 1985 UNDERGROUND DAMAGE PREVENTION ACT, NORTH
CAROLINA GENERAL STATUTES 887, CHAPTER 785, SENATE BILL 168, ARTICLE 3. TO ASSIST THE
CONTRACTOR AND UTILITY OWNERS IN MEETING THE REQUIREMENTS OF THIS LAW, THERE IS A "ONE -CALL
SYSTEM" CALLED "NC ONECALL." MOST MAJOR UTILITIES WITH UNDERGROUND FACILITIES IN THE STATE
SUBSCRIBE TO THIS SERVICE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR CHECKING WITH NORTH CAROLINA DOT TO CONFIRM SITE
ACCESS ROUTES AND BRIDGE LOADING TOLERANCE FOR TRANSPORT OF MATERIALS AND EQUIPMENT TO
SITE. GPI HAS NOT CHECK LOCAL BRIDGE LOADING SPECIFICATION AND IS NOT RESPONSIBLE FOR
TRANSPORT LOGISTICS. ANY ALTERNATE ACCESS PLANNED BY THE CONTRACTOR SHALL BE APPROVED BY
THE ENGINEER PRIOR TO USE.
5. ALL UTILITIES SHALL BE PROTECTED AND REMAIN ACTIVE UNLESS OTHERWISE NOTED. CONTRACTOR
SHALL BE RESPONSIBLE FOR LOCATING, MARKING OR REPAINTING ANY AND ALL UTILITIES.
6. THE CONTRACTOR IS RESPONSIBLE FOR THE PROJECT AREA UNTIL COMPLETION AND FINAL ACCEPTANCE
BY THE ENGINEER. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY AND SHALL BEAR ALL
RISK OF LOSS OR DAMAGE. THE CONTRACTOR WILL FURNISH ALL NECESSARY EQUIPMENT, TOOLS, LABOR,
TRANSPORTATION, AND SUPERVISION TO COMPLETE THE WORK ACCORDING TO THESE SPECIFICATIONS
AND APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND REGULATIONS. THE CONTRACTOR SHALL
CONFINE ALL ACTIVITIES, INCLUDING EQUIPMENT STORAGE, TO THE LIMITS OF DISTURBANCE, STAGING
AREAS, AND DESIGNATED CONSTRUCTION ACCESS POINTS.
7. THE MANNER IN WHICH THE CONTRACTOR DEALS WITH PEOPLE AND THEIR PROPERTIES WHILE
PERFORMING THIS WORK IS EXTREMELY IMPORTANT TO THE OWNER. THEREFORE, THE CONTRACTOR AND
THE CONTRACTOR'S REPRESENTATIVES SHALL MANIFEST A SPIRIT OF FRIENDLINESS AND COOPERATION
WHEN DEALING WITH PROPERTY OWNERS AND THE GENERAL PUBLIC WHILE PERFORMING WORK UNDER
THIS SPECIFICATION.
8. EXTREME CARE AND DILIGENCE SHALL BE EXERCISED BY THE CONTRACTOR TO ASSURE THE SAFETY OF
PERSONS, ANIMALS, AND PROPERTY. IF AT ANY TIME THE ENGINEER DETERMINES THAT THE
CONTRACTOR'S METHODS OR EQUIPMENT ARE INADEQUATE FOR SECURING THE SAFETY OF THE
CONTRACTOR'S EMPLOYEES OR THE PUBLIC, THE DESIGNATED REPRESENTATIVE MAY DIRECT THE
CONTRACTOR TO TAKE SPECIFIC ACTIONS TO ENSURE SAFETY. THE CONTRACTOR SHALL IMPROVE
METHODS AS DEEMED APPROPRIATE BY THE DESIGNATED REPRESENTATIVE WITHOUT ADDITIONAL COST
TO THE OWNER, SO AS TO ASSURE COMPLIANCE WITH SAFETY CONCERNS. FAILURE OF THE DESIGNATED
REPRESENTATIVE TO MAKE THIS DEMAND SHALL NOT RELIEVE THE CONTRACTOR OF ANY OBLIGATION TO
ENSURE THE SAFE CONDUCT OF ITS WORK.
9. THE CONTRACTOR SHALL MAINTAIN ALL LIGHTS, GUARDS, SIGNS, TEMPORARY PASSAGES, OR OTHER
PRECAUTIONS NECESSARY FOR THE SAFETY OF ALL PERSONS. THE CONTRACTOR SHALL ABIDE BY ALL
SAFETY RULES AND CONSTRUCTION CONDITIONS REQUIRED BY GOVERNMENTAL AUTHORITIES AND
OTHER ENTITIES, INCLUDING RAILROADS, SO THE PUBLIC IS SAFEGUARDED FROM ACCIDENTS AND
DELAYS. GUARDS AND FLAGS REQUIRED BY GOVERNMENTAL OR RAILROAD AUTHORITIES SHALL BE
PROVIDED AT THE CONTRACTOR'S EXPENSE, UNLESS DIRECTED OTHERWISE BY THE DESIGNATED
REPRESENTATIVE. CONTRACTOR SHALL AT NO TIME COMPROMISE EITHER SAFETY OR ENVIRONMENTAL
REQUIREMENTS.
10. CONTRACTOR SHALL FIELD VERIFY ALL SURVEY CONTROL POINTS WITHIN THREE (3) WEEKS OF RECEIPT
OF THE NOTICE TO PROCEED. CONTRACTOR SHALL CONTACT PROJECT ENGINEER WITHIN FOUR (4)
WEEKS OF RECEIPT OF NOTICE TO PROCEED WITH ANY CONTROL POINT DISCREPANCIES, AFTER SUCH
TIME HAS PASSED IT WILL BE THE ASSUMPTION THAT ALL CONTROL POINTS AS SHOWN ON THE PLANS ARE
IN GOOD STANDING AND CONTRACTOR AGREES WITH PUBLISHED COORDINATES.
11. SEE SHEETS 10 FOR DETAILED EROSION AND SEDIMENTATION CONTROL PLAN, SEQUENCE AND DETAILS.
12. NO FILL IN WETLANDS MAY OCCUR. ALL EXCESS SOILS FROM STREAM STABILIZATION AND CHANNEL WORK
SHALL BE DISPOSED OF IN OLD STREAM CHANNEL TO OTHER AREAS APPROVED BY THE ENGINEER.
13. SITE SHOULD BE "STORM READY" AT THE END OF EACH WORK DAY AND WORK WEEK.
14. MATERIAL SHALL BE SUITABLE SOIL OBTAINED FROM THE EXCAVATION OF ALL PROJECT COMPONENTS AS
SHOWN ON THE CONSTRUCTION DRAWINGS AND/OR BORROW AREA. BORROW AREA SHALL BE APPROVED
BY PROJECT ENGINEER PRIOR TO USE, NO ADDITIONAL COMPENSATION WOULD BE GIVEN FOR BORROW
AREA. NOR WOULD ANY ADDITIONAL FUNDS BE GIVEN FOR HAULING, BORROWING, REMEDIATION, OR
STABILIZING AFOREMENTIONED BORROW AREA.
15. MAINTAIN, RELOCATE OR REPLACE EXISTING SURVEY MONUMENTS, CONTROL POINTS AND STAKES WHICH
ARE DISTURBED OR DESTROYED. PERFORM THE WORK TO PRODUCE THE SAME LEVEL OF ACCURACY AS
THE ORIGINAL MONUMENT(S) IN A TIMELY MANNER AND AT THE CONTRACTORS EXPENSE.
16. EXISTING TOPOGRAPHY, STRUCTURES AND SITE FEATURES ARE SHOWN SCREENED AND/OR LIGHT -LINED.
NEW FINISHED GRADE, STRUCTURES AND SITE FEATURES ARE SHOWN AS HEAVY -LINED.
17. ELEVATIONS GIVEN ARE TO SETTLED GRADE UNLESS OTHERWISE SHOWN
18. ALL SLOPES SHALL BE 3:1 OR FLATTER UNLESS OTHERWISE SPECIFIED. SLOPE UNIFORMLY BETWEEN
CONTOURS AND SPOT ELEVATIONS SHOWN.
19. CONTRACTOR SHALL REMEDIATE ALL; HAUL ROADS, FARM PATHS AND OTHER ON FARM UTILITIES TO
PRE -CONSTRUCTION OR BETTER CONDITION PRIOR TO DEMOBILIZATION.
20. ELECTRONIC SURVEY DATA, BASE DRAWINGS AND SITE DATA WERE CURATED BY R.B. PHARR &
ASSOCIATES.
21. HORIZONTAL DATUM IS NAD83(2011) & VERTICAL DATUM IS NAVD88. ALL COORDINATES ARE BASED ON
NAD83(2011) AND ALL ELEVATIONS ARE BASED ON NAVD88.
22. EXISTING GROUND SURFACES ARE ON A SURVEY COMPLETED IN AUGUST 2022 BY R.B. PHARR &
ASSOCIATES. SOME CHANGES MAY HAVE OCCURRED SINCE THE SURVEY WAS COMPLETED,
PARTICULARLY IN AREAS EXPERIENCING CHANNEL DEGRADATION AND BANK EROSION.
23. ALL ELEVATION DATA SHALL BE FIELD VERIFIED BY THE CONTRACTOR AND THEN COORDINATED WITH THE
ENGINEER. THESE PLANS WERE PREPARED WITH THE FIELD INFORMATION AT THE TIME OF PROJECT
SURVEY. IT IS POSSIBLE THAT FIELD CONDITIONS AT THE TIME OF CONSTRUCTION VARY FROM THESE
PLANS AND IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY FIELD CONDITIONS SUCH AS ELEVATIONS,
DEPTHS, ETC PRIOR TO PROCEEDING WITH WORK. CONTRACTOR SHALL CONTACT PROJECT ENGINEER
IMMEDIATELY UPON DISCOVERING ELEVATIONS WHICH ARE DIFFERENT THAN THOSE SHOWN ON THE
PLANS.
24. THE PROPOSED ELEVATIONS AND GRADES SHOWN HEREIN ARE BASED ON THE R.B. PHARR & ASSOCIATES
SURVEY THAT ENCOMPASSES THE EXISTING GROUND SURFACE FROM WHICH ALL COMPUTATIONS OF CUT
AND FILL ARE BASED. SLIGHT DISCREPANCIES BETWEEN THE EXITING GROUND AND DIGITAL SURFACE AND
FIELD CONDITIONS CAN RESULT IN VARIATIONS OF TOTAL EXCAVATED QUANTITIES. THUS, QUANTITIES OF
MATERIAL EXCAVATED SHOULD BE COMPARED TO THOSE SHOWN ON THE PLANSHEETS TO MANAGE THE
MOVEMENT OF MATERIAL ACROSS THE SITE.
25. THE INTENT OF THE CHANNEL AND FLOODPLAIN GRADING PLAN IS TO MAINTAIN A "LIVE SURFACE" THAT
CAN BE ADJUSTED QUICKLY DURING CONSTRUCTION AND INCORPORATED INTO A 3D SURFACE FOR
CONSTRUCTION USING SURVEY GRADE GPS EQUIPMENT.
STREAM RESTORATION SPECIFICATIONS AND NOTES
26. FIELD CONDITIONS AND PROJECT VARIABILITY MAY REQUIRE ADAPTATION OF THE PLANSHEETS AND/OR
DETAILS PROVIDED IN THE CONSTRUCTION DOCUMENTS DEPENDING ON SITE CONDITIONS OR PROJECT
NEEDS. MINOR VARIATION(S) OR ADAPTATION(S) OF THE PROPOSED WORK SHOWN ON THE PLANSHEETS
AND/OR DETAILS ARE CONSIDERED INCIDENTAL TO THE WORK.
27. WHERE PRACTICABLE, EXISTING TREES AND VEGETATION SHOULD BE LEFT IN PLACE TO FACILITATE
NATURAL REGENERATION AND SOIL STABILIZATION.
28. PRIOR TO CLEARING AND GRUBBING, THE CONTRACTOR SHALL MARK THE LIMITS OF CLEARING NEAR
TREES FOR VERIFICATION OF INTENT BY THE ENGINEER.
29. ANY HARVESTING OF TREES FROM ONSITE MUST BE APPROVED BY THE ENGINEER.
30. CONTRACTOR SHALL MINIMIZE, TO THE MAXIMUM EXTENT POSSIBLE, IMPACTS TO THE ADJACENT TREES.
31. CONSTRUCTION EQUIPMENT TRACKS AND ACCESS PATHS SHALL BE GRADED AND RE -CONTOURED AFTER
CONSTRUCTION TO PREVENT RILL AND GULLY EROSION.
32. CONTRACTOR SHALL USE AN EXCAVATOR WITH A HYDRAULIC THUMB TO INSTALL IN -STREAM STRUCTURES.
33. ELEVATIONS OF TRIBUTARIES AT CONFLUENCES MAY NEED TO BE ADJUSTED TO MEET CONSTRUCTED
CONDITIONS. ADJUSTMENTS SHALL BE MADE IN CONJUNCTION WITH THE ENGINEER.
34. PROFILES MAY NEED TO BE ADJUSTED TO AVOID ABRUPT CHANGES IN ELEVATION. ADJUSTMENTS SHALL
BE MADE IN CONJUNCTION WITH THE ENGINEER.
35. THE CONTRACTOR SHALL SEED, MULCH AND/OR EROSION CONTROL MAT DISTURBED AREAS AT THE END
OF EACH WORKDAY.
36. ELEVATIONS SHALL BE CONSTRUCTED WITHIN 0.1 FT (VERTICAL). WIDTHS AND DEPTHS MUST FALL WITHIN
RANGES SHOWN IN THE PLANSHEETS.
37. IF THE EXISTING GROUND IS LESS THAN 0.2 FT HIGHER THAN THE PROPOSED BANKFULL ELEVATION, IT IS
NOT NECESSARY TO EXCAVATE TO THE PROPOSED ELEVATIONS AND GRADES IN THE CONSTRUCTION
DOCUMENTS.
38. THE CONTRACTOR SHALL UTILIZE NATIVE ONSITE ROCK, WOOD AND VEGETATION MATERIALS WHERE
AVAILABLE AND APPROVED BY THE THE OWNER AND ENGINEER.
39. WOOD AND ROCK STRUCTURES MAY BE SUBSTITUTED TO FIT FIELD CONDITIONS AND AVAILABLE
MATERIALS WHEN APPROVED BY THE THE OWNER AND ENGINEER.
40. FILTER FABRIC SHALL BE USED BENEATH ALL ROCK ARMORING AND WITH SPECIFIED STREAM AND
STORMWATER STRUCTURES. ALL FILTER FABRIC SHALL BE 8OZ. NON -WOVEN GEOTEXTILE UNLESS
OTHERWISE SPECIFIED IN STRUCTURE DETAILS OR SPECIFICATIONS. FILTER FABRIC SHALL BE TRIMMED
TIGHT TO THE SURFACE OF THE STRUCTURE AND SHOULD NOT BE OBSERVED BY VISUAL INSPECTION.
41. BOULDER STRUCTURES SHALL BE CONSTRUCTED FROM BOULDERS THAT ARE CUBICAL OR RECTANGULAR
IN SHAPE AND SIZED ACCORDING TO THE STRUCTURE DETAILS.
42. THE CONSTRUCTED BANK SHALL BE STABILIZED AS SOON AS POSSIBLE BY TEMPORARY AND PERMANENT
SEEDING, ADDING STRAW MULCH TO BARE SOIL AND INSTALLING EROSION CONTROL MATTING FROM THE
TOE OF THE BANKFULL CHANNEL TO 4 FT BEYOND THE BANKFULL STAGE. PRIOR TO INSTALLING THE
EROSION CONTROL MATTING, PREPARE THE SOIL SURFACE BY LOOSENING 3 -6 INCHES OF SOIL OR
APPLYING 3 - 6 INCHES OF TOPSOIL TO THE PROPOSED ELEVATIONS AND APPLY FERTILIZER, SEED AND
THEN STRAW MULCH. SEED SHALL BE BROADCAST EVENLY OF THE AREA USING A BROADCAST SPREADER
PRIOR TO COVERING WITH THE EROSION CONTROL MATTING AND CONTRACTOR IS TO ENSURE ADEQUATE
SEED TO SOIL CONTACT. THE MATTING SHALL BE ROLLED OUT IN THE DIRECTION OF ANTICIPATED RUNOFF
FLOW. INSTALL MATTING IN ACCORDANCE WITH THE DETAIL INCLUDED IN THE CONSTRUCTION
DOCUMENTS. REWORKING OF AREAS THAT DO NOT ESTABLISH VEGETATION OR BECOME UNSTABLE SHALL
BE NECESSARY IN THE MATTING SEPARATES FROM THE SOIL.
43. IF THE TIMING OF CONSTRUCTION IS SUCH THAT PERMANENT RIPARIAN SEED CANNOT BE PLACED UNTIL
THE FALL OR WINTER, THEN THE CONTRACTOR SHALL SEED WITH TEMPORARY SUMMER COVER (MILLET -
UROCHLOA RAMOSA) AND RETURN THE FOLLOWING SPRING TO INSTALL THE PERMANENT RIPARIAN SEED.
44. THE HARVESTING AND INSTALLATION OF LIVE STAKES SHALL BE PREFORMED ONLY DURING THE DORMANT
SEASON, TYPICALLY BETWEEN DECEMBER 1 AND MAY 1. THE CONTRACTOR SHALL NOTIFY THE ENGINEER 7
DAYS PRIOR TO HARVESTING TO REVIEW AND APPROVE ALL HARVESTING SITES AND SPECIES.
45. LIVE STAKES SHALL BE INSTALLED ALONG THE TOE OF SLOPE ON OUTSIDE MEANDER BENDS OF POOLS
AND IN RIFFLES WHERE SHOWN ON THE RE -VEGETATION PLAN. LIVE STAKES SHALL BE INSTALLED
THROUGH THE EROSION CONTROL MATTING TO A DEPTH THAT REACHES THE WATER TABLE.
46. TOPSOIL SHALL BE REMOVED FROM EXCAVATION AND FILL AREAS PRIOR EXCAVATION AND GRADING AND
RE -APPLIED TO AREAS AFTER ROUGH GRADING IS COMPLETE. 2 - 4" OF TOPSOIL SHALL BE PLACED ON
DISTURBED AREAS TO THE ELEVATIONS AND GRADES INCLUDED IN THE CONSTRUCTION DOCUMENTS.
47. FILL AREAS SHALL BE SEEDED WITH TEMPORARY VEGETATION WITHIN 14 DAYS OF GRADING. THE
PLACEMENT OF STRAW MULCH SHALL OCCUR WITHIN 48 HOURS OF SEEDING. MULCH SHALL BE SPREAD TO
COVER DISTURBED CHANNEL AND FLOODPLAIN AREAS. MULCH SHALL BE KEPT OUT OF THE CROWNS OF
SHRUBS AND GROUND COVER.
QUANTITIES AND MATERIALS SPECIFICATIONS
48. THE CONTRACTOR SHALL FURNISH ALL MATERIALS NECESSARY TO COMPLETE THE PROPOSED WORK
UNLESS OTHER PROVISIONS HAVE BEEN AGREED UPON PRIOR TO CONSTRUCTION. THE CONTRACTOR
SHALL DELIVER ALL MATERIALS TO THE DESIGNATED ACCESS POINTS AND STAGING AREAS OR TO A
LOCATION SPECIFIED BY CONSTRUCTION DOCUMENTS. MATERIAL QUANTITIES, DIMENSIONS AND SIZES
SHALL CONFORM TO THE NOTES AND SPECIFICATIONS PROVIDED IN THE CONSTRUCTION DOCUMENTS OR
ON THE QUANTITIES AND MATERIALS LIST. THE ENGINEER MAY INSPECT AND APPROVE ALL MATERIALS
PRIOR TO CONSTRUCTION. IF MATERIALS DO NOT MEET THE MINIMUM REQUIREMENTS SPECIFIED IN THE
CONSTRUCTION DOCUMENTS, THE ENGINEER SHALL REJECT THE MATERIALS.
49. COSTS INCURRED DUE TO PROJECT DELAYS RESULTING FROM FAILURE OF THE CONTRACTOR TO MEET
THE REQUIREMENTS OF THE GENERAL SPECIFICATIONS, CONSTRUCTION DOCUMENTS, OR CONSTRUCTION
SPECIFICATIONS, SHALL BE THE EXPENSE OF THE CONTRACTOR. QUANTITIES LISTED ARE ESTIMATES
ONLY AND SHALL BE CONFIRMED BY THE CONTRACTOR.
50. THE EROSION CONTROL MEASURES DEPICTED ON THE PLANS ARE TO BE INSTALLED AS NEEDED TO KEEP
ALL SEDIMENT ON SITE AND OUT OF STREAMS AND WETLANDS. ADDITIONAL EROSION CONTROL MEASURES
(ABOVE THOSE SHOWN ON THE PLANS AND ON THE QUANTITIES AND MATERIALS LIST) MAY BE REQUIRED
IN ORDER TO KEEP ALL SEDIMENT ON SITE AND OUT OF STREAMS AND WETLANDS. THE CONTRACTOR
SHALL OBTAIN APPROVAL FROM THE ENGINEER AND STATE DEQ PRIOR TO INSTALLATION OF ADDITIONAL
EROSION CONTROL MEASURES.
51. ANY EROSION CONTROL MATTING SHOULD BE PLASTIC AND NYLON MESH FREE.
52. ANY ADDITIONAL GRADING OTHER THAN WHAT IS SHOWN ON THE PLANS SHALL REQUIRE PRIOR APPROVAL
FROM THE ENGINEER. ANY ADDITIONAL AREAS OF DISTURBANCE (CHANGES IN ACCESS, GRADING,
CLEARING, ETC.) WILL REQUIRE APPROVAL FROM THE ENGINEER AND STATE DEQ.
53. THE USE OF ANY BRAND NAMES/MANUFACTURERS OR MODELS IS INTENDED SOLELY TO DENOTE THE
QUALITY STANDARD OF THE DESIRED PRODUCT. ANY USE OF BRAND NAMES IS NOT INTENDED TO
RESTRICT BIDDERS TO A SPECIFIC BRAND, MAKE, MANUFACTURER, OR NAME. THE BRAND NAMES /
MANUFACTURERS OF MODELS ARE INTENDED TO CONVEY THE GENERAL STYLE, TYPE, CHARACTER, AND
QUALITY OF PRODUCT. EQUIVALENT PRODUCTS WILL BE ACCEPTABLE IF THE PROJECT OWNER OR
ENGINEER HAS GIVEN APPROVAL OF THE SPECIFIC PRODUCT IN WRITING.
54. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND PROVIDING STORAGE AREAS FOR
CONSTRUCTION MATERIALS AND EQUIPMENT. THE MATERIAL AND EQUIPMENT STORAGE SHALL COMPLY
WITH THE CONSTRUCTION DOCUMENTS AND ALL LOCAL, STATE AND FEDERAL REGULATIONS
THROUGHOUT THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL RESTORE THE STORAGE AREA TO
ITS ORIGINAL (OR BETTER) CONDITION UPON COMPLETION OF THE PROJECT OR UPON SUCH TIME AS
DIRECTED BY THE OWNER. SUCH RESTORATION SHALL BE AT NO ADDITIONAL COST TO OWNER. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFEGUARDING OF MATERIALS AND EQUIPMENT AGAINST
FIRE, THEFT AND VANDALISM AND SHALL NOT HOLD THE OWNER RESPONSIBLE IN ANY WAY FOR THE
OCCURRENCES OF SAME. FOR MATERIALS AND EQUIPMENT STORAGE AREAS THE CONTRACTOR SHALL
FURNISH AND ERECT, AT NO ADDITIONAL COST, WHATEVER WORKS MAY BE NECESSARY FOR THE
PROTECTION OF THE PUBLIC, INCLUDING BUT NOT LIMITED TO BARRICADES, FENCES, ETC. PRIOR TO FINAL
PAYMENT BEING MADE, THE CONTRACTOR SHALL OBTAIN A RELEASE FROM THE PROPERTY OWNER OF
THE STORAGE AREA UTILIZED FOR THE PROJECT.
55. THE CONTRACTOR SHALL ESTABLISH, PROVIDE AND MAINTAIN AN EFFECTIVE QUALITY CONTROL PROGRAM
THAT DETAILS THE METHODS AND PROCEDURES TO BE TAKEN TO ASSURE THAT ALL MATERIALS AND
COMPLETED WORK, REQUIRED FOR THE PROJECT, CONFORM TO THE CONSTRUCTION DOCUMENTS.
ALTHOUGH GUIDELINES ARE ESTABLISHED AND CERTAIN MINIMUM REQUIREMENTS ARE SPECIFIED HEREIN
AND ELSEWHERE IN THE CONSTRUCTION DOCUMENTS, THE CONTRACTOR IS FULLY RESPONSIBLE FOR
DEVELOPING AND EXECUTING THEIR OWN QUALITY CONTROL PROGRAM. THE CONTRACTOR SHALL
PERFORM INSPECTION, TESTING, AND MEASUREMENT OF ALL ITEMS OF WORK REQUIRED BY THE
CONSTRUCTION DOCUMENTS AND TECHNICAL SPECIFICATIONS, INCLUDING THOSE PERFORMED BY
SUBCONTRACTORS. REVIEW OF THE MATERIALS AND COMPLETED WORK BY THE COUNTY DOES NOT
RELIEVE THE CONTRACTOR OF PERFORMING QUALITY CONTROL INSPECTIONS/REVIEW OF THE
CONTRACTOR'S AND/OR SUBCONTRACTOR'S WORK.
56. THE CONTRACTOR SHALL WARRANTY ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR
FROM THE DATE OF ACCEPTANCE OF BY THE OWNER AND SHALL REPLACE ANY PORTIONS THAT FAIL DUE
TO FAULTY MATERIALS OR WORKMANSHIP, AT NO ADDITIONAL COST TO THE THE OWNER. A SIX (6) MONTH
AND ELEVEN (11) MONTH INSPECTION WILL BE PERFORMED DURING THE WARRANTY PERIOD. THE
CONTRACTOR SHALL IMMEDIATELY REPAIR ALL ITEMS DETERMINED BY THE PROJECT OWNER OR
AUTHORIZED REPRESENTATIVE TO BE DEFECTIVE UPON NOTIFICATION. THE CONTRACTOR SHALL
IMMEDIATELY REPAIR OR REPLACE FAILED ITEMS UPON NOTIFICATION BY DEQ/DWR. SEASONALLY
INSTALLED ITEMS SHALL BE REPAIRED OR REPLACED DURING THE NEXT AVAILABLE INSTALLATION PERIOD.
ITEMS REPAIRED OR REPLACED UNDER THIS PROVISION SHALL HAVE AN ADDITIONAL ONE (1) YEAR
WARRANTY PERIOD FROM THE NEW DATE OF ACCEPTANCE. AREAS AND/OR OTHER WORK DISTURBED
WHILE ACCESSING AND/OR REPAIRING/REPLACING WARRANTY COVERED ITEMS SHALL BE STABILIZED.
LEGEND
EXISTING
ELEVATION
014
r
� 7s
i
S0
N 1000.00
E 1000.00
5:1 _
SLOPE
SF -SF -SILT FENCE NCDOT SEDIMENT TRAP
PROPOSED OHE OHE OVERHEAD ELECTRICAL LINE
ti ELEVATION .L NCDOT CHECK DAM
IB 1B INNER BERM
O
BKF BKF BANKFULL
0+00
STATION
DAY DAY GRADING DAYLIGHT
TURBIDITY CURTAIN
SPOT ELEVATION
SPOIL AND WOODY
DEBRIS PILE LOCATION
PROPOSED CONTOUR LINE
_ -
SPOIL AND WOODY
EXISTING CONTOUR LINE
DEBRIS PILE LOCATION
STRUCTURE, BUILDING OR FACILITY LOCATION POINT-
COORDINATES
\ �
GEOLIFT AREA
BENCHMARK
C1
ALIGNMENT CURVE MARKER
SOIL BORING TEST HOLE LOCATION
L1
ALIGNMENT LINE MARKER
EMBANKMENT AND SLOPE
BRUSH/TREE LINE
/TF\
TREE PROTECTION FENCING
\jl/
- - -Mum - - - DRAINAGEWAY OR DITCH
DRAINAGE OR DITCH FLOW
DIRECTION
CENTER LINE, BUILDING, ROAD, ETC.
LOD LOD LIMITS OF DISTURBANCE
7
BOULDER TOE
CONSTRUCTED
RIFFLE WITH
BOULDER
BOULDER J-HOOK
BOULDER CASCADE
NODA
MORPHOLOGIC CHARACTERISTICS TABLE
Drainage Area:
115.2
Acres
0.18
Square Miles
Existing
Proposed
Proposed Ranges e/
1. Stream Type
G1/4c
C1/3
C1/3
2. Bankfull Area, A (sq ft) a/
13.3
13.0
9.0- 57.5
3. Bankfull Width, W (ft) a/
11.1
11.0
8.3-22.1
4. Mean Bankfull Depth, d (ft) a/
1.2
1.2
1.1 -1.3
5. Maximum Depth, dmax (ft) a/
1.8
1.8
1.3-2.6
6. Width/Depth Ratio, WDR Range
9.2
9.3
7.5 - 17
7. Floodprone Width, Wfpa
13.7
30.0
30 - 70
8. Entrenchment Ratio, ER = Wfpa/W d/
1.2
2.7
0.8 - 8.4
9. Bank Height Ratio, BHR = LBH/dmax c/
2.0
1.0
1.0 - 1.1
10. Sinuosity, K = Lchannel/Lvalley
1.10
1.18
1.15 - 1.2
11. Avg Water Surface Slope, S (ft/ft)
0.010
0.010
0.008 - 0.010
12. Riffle Slope, Srif (ft/ft)
0.025
0.020
0.020 0.068
13. Riffle Length, Lrif Range
20
15
8-30
14. Max Depth Pool, dpool (ft) b/
3.0
1.3
1.0 - 2.0
15. Pool to Pool Spacing, p-p Range
50
45
30-60
16. Pool Length, Lpool Range
30
20
15-40
17. Inner Berm Area, Aib (sq ft) a/
12.0
6.4
6.0 - 11.5
18. Inner Berm Width, Wib (ft) a/
12.0
8.0
7 - 11.5
19. Mean Inner Berm Depth, dib (ft) a/
1.0
0.8
0.4 - 1.0
20. Inner Berm Maximum Depth, dmaxib (ft) a/
1.5
1.0
0.5 - 1.2
a/ Measured at typical riffle
b/ Measured at typical pool
c/ Low Bank Height divided by Bankfull Depth measured at same section
d/ Channel width measured at two times the Bankfull Depth divided by the Bankfull Width
e/ Proposed values compared to proposed values from the typical riffle
ISSUED FOR: DESIGN DEVELOPMENT PHASE
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DATE: 04/13/2022
PROJ: FLA-2200811.1
DWG:FLA-2200801.00 CN-1
SHEET: 2 of 17

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE
NCG01 CONSTRUCTION GENERAL PERMIT
IMPLEMENTING THE DETAILS AND SPECIFICATIONS ON THIS PLAN SHEET WILL RESULT IN THE CONSTRUCTION ACTIVITY BEING CONSIDERED
COMPLIANT WITH THE GROUND STABILIZATION AND MATERIALS HANDLING SECTIONS OF THE NCG01 CONSTRUCTION GENERAL PERMIT
(SECTIONS E AND F, RESPECTIVELY). THE PERMITTEE SHALL COMPLY WITH THE EROSION AND SEDIMENT CONTROL PLAN APPROVED BY THE
DELEGATED AUTHORITY HAVING JURISDICTION. ALL DETAILS AND SPECIFICATIONS SHOWN ON THIS SHEET MAY NOT APPLY DEPENDING ON
SITE CONDITIONS AND THE DELEGATED AUTHORITY HAVING JURISDICTION.
SECTION E: GROUND STABILIZATION
REQUIRED GROUND STABILIZATION TIMEFRAMES
STABILIZE WITHIN THIS MANY
SITE AREA DESCRIPTION
CALENDAR DAYS AFTER
TIMEFRAME VARIATIONS
CEASING LAND DISTURBANCE
(a) PERIMETER DIKES, SWALES,
DITCHES, AND PERIMETER SLOPES
7
NONE
(b) HIGH QUALITY WATER
7
(HQW) ZONES
NONE
(c) SLOPES STEEPER THAN 3:1
7
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN
2:1, 14 DAYS ARE ALLOWED
-7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH AND WITH
(d) SLOPES 3:1 TO 4:1
14
SLOPES STEEPER THAN 4:1 -7 DAYS FOR PERIMETER DIKES,
SWALES, DITCHES, PERIMETER SLOPES AND HQW ZONES -10
DAYS FOR FALLS LAKE WATERSHED
(e) AREAS WITH SLOPES
-7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES, PERIMETER
FLATTER THAN 4:1
14
SLOPES AND HQW ZONES -10 DAYS FOR FALLS LAKE
WATERSHED UNLESS THERE IS ZERO SLOPE
NOTE: AFTER THE PERMANENT CESSATION OF CONSTRUCTION ACTIVITIES, ANY AREAS WITH TEMPORARY GROUND STABILIZATION
SHALL BE CONVERTED TO PERMANENT GROUND STABILIZATION AS SOON AS PRACTICABLE BUT IN NO CASE LONGER THAN 90 CALENDAR
DAYS AFTER THE LAST LAND DISTURBING ACTIVITY. TEMPORARY GROUND STABILIZATION SHALL BE MAINTAINED IN A MANNER TO
RENDER THE SURFACE STABLE AGAINST ACCELERATED EROSION UNTIL PERMANENT GROUND STABILIZATION IS ACHIEVED.
GROUND STABILIZATION SPECIFICATION
STABILIZE THE GROUND SUFFICIENTLY SO THAT RAIN WILL NOT DISLODGE THE SOIL. USE ONE OF THE TECHNIQUES IN THE TABLE BELOW:
TEMPORARY STABILIZATION
PERMANENT STABILIZATION
• Temporary grass seed covered with straw or other mulches
• Permanent grass seed covered with straw or other tackifiers
and tackifiers
0 Geotextile fabrics such as permanent soil reinforcement matting
• Hydroseeding
0 Hydroseeding
• Rolled erosion products with or without temporary grass seed
• Shrubs or other permanent plantings covered with mulch
• Appropriately applied straw or other mulch
0 Uniform and evenly distributed ground cover sufficient to restrain erosion
• Plastic sheeting
• Structural methods such as concrete, asphalt or retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. SELECT FLOCCULANTS THAT ARE APPROPRIATE FOR THE SOILS BEING EXPOSED DURING CONSTRUCTION,
SELECTING FROM THE NC DWR LIST OF APPROVED PAMS/FLOCCULANTS.
2. APPLY FLOCCULANTS AT OR BEFORE THE INLETS TO EROSION AND SEDIMENT CONTROL MEASURES.
3. APPLY FLOCCULANTS AT THE CONCENTRATIONS SPECIFIED IN THE NC DWR LIST OF APPROVED PAMS/FLOCCULANTS
AND IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
4. PROVIDE PONDING AREA FOR CONTAINMENT OF TREATED STORMWATER BEFORE DISCHARGING OFFSITE.
5. STORE FLOCCULANTS IN LEAK -PROOF CONTAINERS THAT ARE KEPT UNDER STORM -RESISTANT COVER OR
SURROUNDED BY SECONDARY CONTAINMENT STRUCTURES.
HAZARDOUS AND TOXIC WASTE
1. CREATE DESIGNATED HAZARDOUS WASTE COLLECTION AREAS ON -SITE.
2. PLACE HAZARDOUS WASTE CONTAINERS UNDER COVER OR IN SECONDARY CONTAINMENT.
3. DO NOT STORE HAZARDOUS CHEMICALS, DRUMS OR BAGGED MATERIALS DIRECTLY ON THE GROUND.
EQUIPMENT AND VEHICLE MAINTENANCE
1. MAINTAIN VEHICLES AND EQUIPMENT TO PREVENT DISCHARGE OF FLUIDS.
2. PROVIDE DRIP PANS UNDER ANY STORED EQUIPMENT.
3. IDENTIFY LEAKS AND REPAIR AS SOON AS FEASIBLE, OR REMOVE LEAKING EQUIPMENT FROM THE PROJECT.
4. COLLECT ALL SPENT FLUIDS, STORE IN SEPARATE CONTAINERS AND PROPERLY DISPOSE AS HAZARDOUS WASTE
(RECYCLE WHEN POSSIBLE).
5. REMOVE LEAKING VEHICLES AND CONSTRUCTION EQUIPMENT FROM SERVICE UNTIL THE PROBLEM HAS BEEN
CORRECTED.
6. BRING USED FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS AND OTHER PETROLEUM PRODUCTS TO A RECYCLING
OR DISPOSAL CENTER THAT HANDLES THESE MATERIALS.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
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 RECEPTACLE) ON SITE
TO CONTAIN CONSTRUCTION AND DOMESTIC WASTES.
3. LOCATE WASTE CONTAINERS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE WATERS UNLESS
NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.
4. LOCATE WASTE CONTAINERS ON AREAS THAT DO NOT RECEIVE SUBSTANTIAL AMOUNTS OF RUNOFF FROM UPLAND
AREAS AND DOES NOT DRAIN DIRECTLY TO A STORM DRAIN, STREAM OR WETLAND.
5. COVER WASTE CONTAINERS AT THE END OF EACH WORKDAY AND BEFORE STORM EVENTS OR PROVIDE
SECONDARY CONTAINMENT. REPAIR OR REPLACE DAMAGED WASTE CONTAINERS.
6. ANCHOR ALL LIGHTWEIGHT ITEMS IN WASTE CONTAINERS DURING TIMES OF HIGH WINDS.
7. EMPTY WASTE CONTAINERS AS NEEDED TO PREVENT OVERFLOW. CLEAN UP IMMEDIATELY IF CONTAINERS
OVERFLOW.
8. DISPOSE WASTE OFF -SITE AT AN APPROVED DISPOSAL FACILITY.
9. ON BUSINESS DAYS, CLEAN UP AND DISPOSE OF WASTE IN DESIGNATED WASTE CONTAINERS.
PAINT AND OTHER LIQUID WASTE
EARTHEN STOCKPILE MANAGEMENT
1. SHOW STOCKPILE LOCATIONS ON PLANS. LOCATE EARTHEN -MATERIAL STOCKPILE AREAS AT LEAST 100 FEET AWAY FROM
STORM DRAIN INLETS, SEDIMENT BASINS, PERIMETER SEDIMENT CONTROLS AND SURFACE WATERS UNLESS IT CAN BE
SHOWN NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.
2. PROTECT STOCKPILE WITH SILT FENCE INSTALLED ALONG TOE OF SLOPE WITH A MINIMUM OFFSET OF FIVE FEET FROM
THE TOE OF STOCKPILE.
3. PROVIDE STABLE STONE ACCESS POINT WHEN FEASIBLE.
4. STABILIZE STOCKPILE WITHIN THE TIMEFRAMES PROVIDED ON THIS SHEET AND IN ACCORDANCE WITH THE APPROVED
PLAN AND ANY ADDITIONAL REQUIREMENTS. SOIL STABILIZATION IS DEFINED AS VEGETATIVE, PHYSICAL OR CHEMICAL
COVERAGE TECHNIQUES THAT WILL RESTRAIN ACCELERATED EROSION ON DISTURBED SOILS FOR TEMPORARY OR
PERMANENT CONTROL NEEDS.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. STORE AND APPLY HERBICIDES, PESTICIDES AND RODENTICIDES IN ACCORDANCE WITH LABEL RESTRICTIONS.
2. STORE HERBICIDES, PESTICIDES AND RODENTICIDES IN THEIR ORIGINAL CONTAINERS WITH THE LABEL, WHICH
LISTS DIRECTIONS FOR USE, INGREDIENTS AND FIRST AID STEPS IN CASE OF ACCIDENTAL POISONING.
3. DO NOT STORE HERBICIDES, PESTICIDES AND RODENTICIDES IN AREAS WHERE FLOODING IS POSSIBLE OR
WHERE THEY MAY SPILL OR LEAK INTO WELLS, STORMWATER DRAINS, GROUND WATER OR SURFACE WATER. IF
A SPILL OCCURS, CLEAN AREA IMMEDIATELY.
4. DO NOT STOCKPILE THESE MATERIALS ONSITE.
CONCRETE WASHOUTS
1. DO NOT DISCHARGE CONCRETE OR CEMENT SLURRY FROM THE SITE.
2. DISPOSE OF, OR RECYCLE SETTLED, HARDENED CONCRETE RESIDUE IN ACCORDANCE WITH LOCAL AND STATE SOLID WASTE
REGULATIONS AND AT AN APPROVED FACILITY.
3. MANAGE WASHOUT FROM MORTAR MIXERS IN ACCORDANCE WITH THE ABOVE ITEM AND IN ADDITION PLACE THE MIXER AND
ASSOCIATED MATERIALS ON IMPERVIOUS BARRIER AND WITHIN LOT PERIMETER SILT FENCE.
4. INSTALL TEMPORARY CONCRETE WASHOUTS PER LOCAL REQUIREMENTS, WHERE APPLICABLE. IF AN ALTERNATE METHOD OR
PRODUCT IS TO BE USED, CONTACT YOUR APPROVAL AUTHORITY FOR REVIEW AND APPROVAL. IF LOCAL STANDARD DETAILS ARE
NOT AVAILABLE, USE ONE OF THE TWO TYPES OF TEMPORARY CONCRETE WASHOUTS PROVIDED ON THIS DETAIL.
5. DO NOT USE CONCRETE WASHOUTS FOR DEWATERING OR STORING DEFECTIVE CURB OR SIDEWALK SECTIONS. STORMWATER
ACCUMULATED WITHIN THE WASHOUT MAY NOT BE PUMPED INTO OR DISCHARGED TO THE STORM DRAIN SYSTEM OR RECEIVING
SURFACE WATERS. LIQUID WASTE MUST BE PUMPED OUT AND REMOVED FROM PROJECT.
6. LOCATE WASHOUTS AT LEAST 50 FEET FROM STORM DRAIN INLETS AND SURFACE WATERS UNLESS IT CAN BE SHOWN THAT NO
OTHER ALTERNATIVES ARE REASONABLY AVAILABLE. AT A MINIMUM, INSTALL PROTECTION OF STORM DRAIN INLET(S) CLOSEST TO
THE WASHOUT WHICH COULD RECEIVE SPILLS OR OVERFLOW.
7. LOCATE WASHOUTS IN AN EASILY ACCESSIBLE AREA, ON LEVEL GROUND AND INSTALL A STONE ENTRANCE PAD IN FRONT OF THE
WASHOUT. ADDITIONAL CONTROLS MAY BE REQUIRED BY THE APPROVING AUTHORITY.
8. INSTALL AT LEAST ONE SIGN DIRECTING CONCRETE TRUCKS TO THE WASHOUT WITHIN THE PROJECT LIMITS. POST SIGNAGE ON THE
WASHOUT ITSELF TO IDENTIFY THIS LOCATION.
9. REMOVE LEAVINGS FROM THE WASHOUT WHEN AT APPROXIMATELY 75% CAPACITY TO LIMIT OVERFLOW EVENTS. REPLACE THE
TARP, SAND BAGS OR OTHER TEMPORARY STRUCTURAL COMPONENTS WHEN NO LONGER FUNCTIONAL. WHEN UTILIZING
ALTERNATIVE OR PROPRIETARY PRODUCTS, FOLLOW MANUFACTURER'S INSTRUCTIONS.
10. AT THE COMPLETION OF THE CONCRETE WORK, REMOVE REMAINING LEAVINGS AND DISPOSE OF IN AN APPROVED DISPOSAL
FACILITY. FILL PIT, IF APPLICABLE, AND STABILIZE ANY DISTURBANCE CAUSED BY REMOVAL OF WASHOUT.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
SELF -INSPECTIONS ARE REQUIRED DURING NORMAL BUSINESS HOURS IN ACCORDANCE WITH THE TABLE BELOW. WHEN ADVERSE
WEATHER OR SITE CONDITIONS WOULD CAUSE THE SAFETY OF THE INSPECTION PERSONNEL TO BE IN JEOPARDY, THE INSPECTION
MAY BE DELAYED UNTIL THE NEXT BUSINESS DAY ON WHICH IT IS SAFE TO PERFORM THE INSPECTION. IN ADDITION, WHEN A STORM
EVENT OF EQUAL TO OR GREATER THAN 1.0 INCH OCCURS OUTSIDE OF NORMAL BUSINESS HOURS, THE SELF -INSPECTION SHALL BE
PERFORMED UPON THE COMMENCEMENT OF THE NEXT BUSINESS DAY. ANY TIME WHEN INSPECTIONS WERE DELAYED SHALL BE NOTED
IN THE INSPECTION RECORD.
INSPECT
FREQUENCY (DURING
INSPECTION RECORDS MUST INCLUDE
NORMAL BUSINESS HOURS
DAILY RAINFALL AMOUNTS.
IF NO DAILY RAIN GAUGE OBSERVATIONS ARE MADE DURING WEEKEND OR
(1) RAIN GAUGE
HOLIDAY PERIODS, AND NO INDIVIDUAL -DAY RAINFALL INFORMATION IS
MAINTAINED IN
AVAILABLE, RECORD THE CUMULATIVE RAIN MEASUREMENT FOR THOSE
GOOD WORKING
DAILY
UN -ATTENDED DAYS (AND THIS WILL DETERMINE OF A SITE INSPECTION IS
ORDER
NEEDED). DAYS ON WHICH NO RAINFALL OCCURRED SHALL BE RECORDED AS
"ZERO." THE PERMITTEE MAY USE ANOTHER RAIN -MONITORING DEVICE
APPROVED BY THE DIVISION.
(2) E&SC MEASURES
AT LEAST ONCE PER 7
1. IDENTIFICATION OF MEASURES INSPECTED,
CALENDAR DAYS AND
2. DATE AND TIME OF THE INSPECTION,
WITHIN 24 HOURS OF A RAIN
3. NAME OF THE PERSON PERFORMING THE INSPECTION,
EVENT >_ 1.0 INCH IN 24
4. INDICATION OF WHETHER THE MEASURES WERE OPERATING PROPERLY.
HOURS
5. DESCRIPTION OF MAINTENANCE NEEDS FOR THE MEASURE,
6. DESCRIPTION, EVIDENCE, AND DATE OF CORRECTIVE ACTIONS TAKEN
(3) STORMWATER
AT LEAST ONCE PER 7
1. IDENTIFICATION OF THE DISCHARGE OUTFALLS INSPECTED,
DISCHARGE
CALENDAR DAYS AND
2. DATE AND TIME OF THE INSPECTION,
OUTFALLS (SDOS)
WITHIN 24 HOURS OF A RAIN
3. NAME OF THE PERSON PERFORMING THE INSPECTION,
EVENT >_ 1.0 INCH IN 24
4. EVIDENCE OF INDICATORS OF STORMWATER POLLUTION SUCH AS OIL SHEEN,
HOURS
FLOATING OR SUSPENDED SOLIDS OR DISCOLORATION,
5. INDICATION OF VISIBLE SEDIMENT LEAVING THE SITE,
6. DESCRIPTION, EVIDENCE, AND DATE OF CORRECTIVE ACTIONS TAKEN
(4) PERIMETER OF
AT LEAST ONCE PER 7
IF VISIBLE SEDIMENTATION IS FOUND OUTSIDE SITE LIMITS, THEN A RECORD OF
SITE
CALENDAR DAYS AND
THE FOLLOWING SHALL BE MADE:
WITHIN 24 HOURS OF A RAIN
1. ACTIONS TAKEN TO CLEAN UP OR STABILIZE THE SEDIMENT THAT HAS LEFT THE
EVENT >_ 1.0 INCH IN 24
SITE LIMITS,
HOURS
2. DESCRIPTION, EVIDENCE, AND DATE OF CORRECTIVE ACTIONS TAKEN, AND
3. AN EXPLANATION AS TO THE ACTIONS TAKEN TO CONTROL FUTURE RELEASES.
(5) STREAMS OR
AT LEAST ONCE PER 7
IF THE STREAM OR WETLAND HAS INCREASED VISIBLE SEDIMENTATION OR A
WETLANDS ONSITE
CALENDAR DAYS AND
STREAM HAS VISIBLE INCREASED TURBIDITY FROM THE CONSTRUCTION ACTIVITY,
OR OFFSITE (WHERE
WITHIN 24 HOURS OF A RAIN
THEN A RECORD OF THE FOLLOWING SHALL BE MADE:
ACCESSIBLE)
EVENT >_ 1.0 INCH IN 24
1. DESCRIPTION, EVIDENCE AND DATE OF CORRECTIVE ACTIONS TAKEN, AND
HOURS
2. RECORDS OF THE REQUIRED REPORTS TO THE APPROPRIATE DIVISION
REGIONAL OFFICE PER PART III, SECTION C, ITEM (2)(A) OF THIS PERMIT.
(6) GROUND
AFTER EACH PHASE OF
1. THE PHASE OF GRADING (INSTALLATION OF PERIMETER E&SC MEASURES,
STABILIZATION
GRADING
CLEARING AND GRUBBING, INSTALLATION OF STORM DRAINAGE FACILITIES,
MEASURES
COMPLETION OF ALL LAND -DISTURBING ACTIVITY, CONSTRUCTION OR
REDEVELOPMENT, PERMANENT GROUND COVER).
2. DOCUMENTATION THAT THE REQUIRED GROUND STABILIZATION MEASURES
HAVE BEEN PROVIDED WITHIN THE REQUIRED TIMEFRAME OR AN ASSURANCE
THAT THEY WILL BE PROVIDED AS SOON AS POSSIBLE.
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC PLAN DOCUMENTATION
THE APPROVED E&SC PLAN AS WELL AS ANY APPROVED DEVIATION SHALL BE KEPT ON THE SITE. THE APPROVED E&SC PLAN MUST BE
KEPT UP-TO-DATE THROUGHOUT THE COVERAGE UNDER THIS PERMIT. THE FOLLOWING ITEMS PERTAINING TO THE E&SC PLAN SHALL BE
DOCUMENTED IN THE MANNER DESCRIBED:
ITEM TO DOCUMENT
DOCUMENTATION REQUIREMENTS
INITIAL AND DATE EACH E&SC MEASURE ON A COPY OF THE APPROVED E&SC PLAN
(A) EACH E&SC MEASURE HAS BEEN INSTALLED AND DOES
OR COMPLETE, DATE AND SIGN AN INSPECTION REPORT THAT LISTS EACH E&SC
NOT SIGNIFICANTLY DEVIATE FROM THE LOCATIONS,
MEASURE SHOWN ON THE APPROVED E&SC PLAN. THIS DOCUMENTATION IS
DIMENSIONS AND RELATIVE ELEVATIONS SHOWN ON THE
REQUIRES UPON THE INITIAL INSTALLATION OF THE E&SC MEASURES OR IF THE
APPROVED E&SC PLAN.
E&SC MEASURES ARE MODIFIED AFTER INITIAL INSTALLATION
INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR COMPLETE, DATE AND
(b) A PHASE OF GRADING HAS BEEN COMPLETED.
SIGN AN INSPECTION REPORT TO INDICATE COMPLETION OF THE CONSTRUCTION
PHASE.
(c) GROUND COVER IS LOCATED AND INSTALLED IN
INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR COMPLETE, DATE AND
ACCORDANCE WITH THE APPROVED E&SC PLAN.
SIGN AN INSPECTION REPORT TO INDICATE COMPLIANCE WITH APPROVED
GROUND COVER SPECIFICATIONS.
(d) THE MAINTENANCE AND REPAIR REQUIREMENTS FOR ALL
COMPLETE, DATE AND SIGN AN INSPECTION REPORT.
E&SC MEASURES HAVE BEEN PERFORMED.
(e) CORRECTIVE ACTIONS HAVE BEEN TAKEN TO E&SC
INITIAL AND DATE A COPY OF THE APPROVED E&SC PLAN OR COMPLETE, DATE AND
MEASURES.
SIGN AN INSPECTION REPORT TO INDICATE THE COMPLETION OF THE CORRECTIVE
ACTION
2. ADDITIONAL DOCUMENTATION IN ADDITION TO THE E&SC PLAN DOCUMENTS ABOVE, THE
FOLLOWING ITEMS SHALL BE KEPT ON THE SITE AND AVAILABLE FOR AGENCY INSPECTORS
AT ALL TIMES DURING NORMAL BUSINESS HOURS, UNLESS THE DIVISION PROVIDES A
SITE -SPECIFIC EXEMPTION BASED ON UNIQUE SITE CONDITIONS THAT MAKE THIS
REQUIREMENT NOT PRACTICAL:
(a) THIS GENERAL PERMIT AS WELL AS THE CERTIFICATE OF COVERAGE, AFTER IT IS RECEIVED.
(b) RECORDS OF INSPECTIONS MADE DURING THE PREVIOUS 30 DAYS. THE PERMITTEE SHALL RECORD THE REQUIRED OBSERVATIONS ON
THE INSPECTION RECORD FORM PROVIDED BY THE DIVISION OR A SIMILAR INSPECTION FORM THAT INCLUDES ALL THE REQUIRED
ELEMENTS. USE OF ELECTRONICALLY -AVAILABLE RECORDS IN LIEU OF THE REQUIRED PAPER COPIES WILL BE ALLOWED IF SHOWN TO
PROVIDE EQUAL ACCESS AND UTILITY AS THE HARD -COPY RECORDS.
(c) ALL DATA USED TO COMPLETE THE NOTICE OF INTENT AND OLDER INSPECTION RECORDS SHALL BE MAINTAINED FOR A PERIOD OF
THREE YEARS AFTER PROJECT COMPLETION AND MADE AVAILABLE UPON REQUEST. [40 CFR 122.41]
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. OCCURRENCES THAT MUST BE REPORTED
PERMITTEES SHALL REPORT THE FOLLOWING OCCURRENCES:
(a) VISIBLE SEDIMENT DEPOSITION IN A STREAM OR WETLAND.
(b) OIL SPILLS IF:
• THEY ARE 25 GALLONS OR MORE,
• THEY ARE LESS THAN 25 GALLONS BUT CANNOT BE CLEANED UP WITHIN 24 HOURS,
• THEY CAUSE SHEEN ON SURFACE WATERS (REGARDLESS OF VOLUME), OR
• THEY ARE WITHIN 100 FEET OF SURFACE WATERS (REGARDLESS OF VOLUME).
(a) RELEASES OF HAZARDOUS SUBSTANCES IN EXCESS OF REPORTABLE QUANTITIES UNDER SECTION 311 OF THE
CLEAN WATER ACT (REF: 40 CFR 110.3 AND 40 CFR 117.3) OR SECTION 102 OF CERCLA (REF: 40 CFR 302.4) OR G.S.
143-215.85.
(b) ANTICIPATED BYPASSES AND UNANTICIPATED BYPASSES.
(c) NONCOMPLIANCE WITH THE CONDITIONS OF THIS PERMIT THAT MAY ENDANGER HEALTH OR THE ENVIRONMENT
2. REPORTING TIMEFRAMES AND OTHER REQUIREMENTS
AFTER A PERMITTEE BECOMES AWARE OF AN OCCURRENCE THAT MUST BE REPORTED, HE SHALL CONTACT THE APPROPRIATE
DIVISION REGIONAL OFFICE WITHIN THE TIMEFRAMES AND IN ACCORDANCE WITH THE OTHER REQUIREMENTS LISTED BELOW.
OCCURRENCES OUTSIDE NORMAL BUSINESS HOURS MAY ALSO BE REPORTED TO THE DIVISION'S EMERGENCY RESPONSE PERSONNEL
AT [phone], [phone] OR [phone].
OCCURRENCE
REPORTING TIMEFRAMES (AFTER DISCOVERY) AND OTHER REQUIREMENTS
(a) VISIBLE SEDIMENT
• WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION.
DEPOSITION IN A STREAM OR
• WITHIN 7 CALENDAR DAYS, A REPORT THAT CONTAINS A DESCRIPTION OF THE SEDIMENT AND ACTIONS
WETLAND
TAKEN TO ADDRESS THE CAUSE OF THE DEPOSITION. DIVISION STAFF MAY WAIVE THE REQUIREMENT FOR A
WRITTEN REPORT ON A CASE -BY -CASE BASIS.
• IF THE STREAM IS NAMED ON THE NC 303(d) list AS IMPAIRED FOR SEDIMENT RELATED CAUSES, THE
PERMITEE MAY BE REQUIRED TO PERFORM ADDITIONAL MONITORING, INSPECTIONS OR APPLY MORE
STRINGENT PRACTICES IF STAFF DETERMINE THAT ADDITIONAL REQUIREMENTS ARE NEEDED TO ASSURE
COMPLIANCE WITH THE FEDERAL OR STATE IMPAIRED -WATERS CONDITIONS.
(b) OIL SPILLS AND RELEASE OF
• WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION. THE NOTIFICATION SHALL INCLUDE
HAZARDOUS SUBSTANCES PER
INFORMATION ABOUT THE DATE, TIME, NATURE, VOLUME AND LOCATION OF THE SPILL OR RELEASE.
ITEM 1(b)-(c) ABOVE
(c) ANTICIPATED BYPASSES [40
• A REPORT AT LEAST TEN DAYS BEFORE THE DATE OF THE BYPASS, IF POSSIBLE.
CFR 122.41(m)(3)]
THE REPORT SHALL INCLUDE AN EVALUATION OF THE ANTICIPATED QUALITY AND EFFECT OF THE BYPASS.
(d) UNANTICIPATED BYPASSES
• WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION
[40CFR 122.41(m)(3)]
• WITHIN 7 CALENDAR DAYS, A REPORT THAT INCLUDES AN EVALUATION OF THE QUALITY AND EFECT OF
THE BYPASS.
(e) Noncompliance with the
• WITHIN 24 HOURS, AN ORAL OR ELECTRONIC NOTIFICATION.
conditions of this permit that may
• WITHIN 7 CALENDAR DAYS, A REPORT THAT CONTAINS A DESCRIPTION OF THE NONCOMPLIANCE, AND ITS
endanger health or the environment
CAUSES; THE PERIOD OF NONCOMPLIANCE, INCLUDING EXACT DATES AND TIMES, AND IF THE
[40 CFR 122.41(I)(7)]
NONCOMPLIANCE HAS NOT BEEN CORRECTED, THE ANTICIPATED TIME NONCOMPLIANCE IS EXPECTED TO
CONTINUE; AND STEPS TAKEN OR PLANNED TO REDUCE, ELIMINATE, AND PREVENT REOCCURRENCE OF THE
NONCOMPLIANCE. [40 CFR 122.41(I)(6)].
• DIVISION STAFF MAY WAIVE THE REQUIREMENT FOR A WRITTEN REPORT ON A CASE -BY -CASE BASIS.
1.
DO NOT DUMP PAINT AND OTHER LIQUID WASTE INTO STORM DRAINS, STREAMS OR WETLANDS.
2.
LOCATE PAINT WASHOUTS AT LEAST 50 FEET AWAY FROM STORM DRAIN INLETS AND SURFACE
WATERS UNLESS NO OTHER ALTERNATIVES ARE REASONABLY AVAILABLE.
STA =
STATION
3.
CONTAIN LIQUID WASTES IN A CONTROLLED AREA.
CMP =
CORRUGATED METAL PIPE
WCS =
WATER CONTROL STRUCTURE
COLO =
COVER LOG
BM =
BENCHMARK
4.
CONTAINMENT MUST BE LABELED, SIZED AND PLACED APPROPRIATELY FOR THE NEEDS OF SITE.
GALV =
GALVANIZED
WTS =
WATER TRANSFER STRUCTURE
BJH =
BOULDER J-HOOK
5.
PREVENT THE DISCHARGE OF SOAPS, SOLVENTS, DETERGENTS AND OTHER LIQUID WASTES FROM
TBM =
TEMPORARY BENCHMARK
CONSTRUCTION SITES.
IP =
IRON PIN (FOUND OR SET)
CF =
CONSTRUCTION FENCE
SL =
SLOUGH
BCV =
BOULDER CROSS VANE
ELEV / EL=
ELEVATION
SF =
SILT FENCE
PC =
POINT OF CURVATURE
RW =
ROOT WAD
PORTABLE TOILETS
INV =
INVERT ELEVATION
H =
HEIGHT
LOD =
LIMITS OF DISTURBANCE
PT =
POINT OF TANGENT
HB =
HABITAT STRUCTURE
1.
INSTALL PORTABLE TOILETS ON LEVEL GROUND, AT LEAST 50 FEET AWAY FROM STORM DRAINS, STREAMS OR
HDPE =
HIGH -DENSITY POLYETHYLENE
CONC =
CONCRETE
PVI =
POINT OF VERTICAL INTERSECTION
BMA =
BRUSH MATTRESS
WETLANDS UNLESS THERE IS NO ALTERNATIVE REASONABLY AVAILABLE. IF 50 FOOT OFFSET IS NOT ATTAINABLE,
PROVIDE RELOCATION OF PORTABLE TOILET BEHIND SILT FENCE OR PLACE ON A GRAVEL PAD AND SURROUND WITH
LF =
LINEAR FOOT
W/ =
WITH
PVE =
POINT OF VERTICAL INTERSECTION EL
LP =
LEAF PACK
SAND BAGS.
MAX =
MAXIMUM
Wo/ =
WITHOUT
R 20 =
RADIUS OF 20.0'
RP =
RIFFLE PLANTINGS
2.
PROVIDE STAKING OR ANCHORING OF PORTABLE TOILETS DURING PERIODS OF HIGH WINDS OR IN HIGH FOOT
TRAFFIC AREAS.
MIN =
MINIMUM
-
NCDOT =
NORTH CAROLINA DEPARTMENT OF
TYP. =
TYPICAL
BLDR =
BOULDER
3.
MONITOR PORTABLE TOILETS FOR LEAKING AND PROPERLY DISPOSE OF ANY LEAKED MATERIAL. UTILIZE A
No. / # =
NUMBER
TRANSPORTATION
ESMT =
EASEMENT
LLDPE =
LINEAR LOW -DENSITY POLYETHYLENE
LICENSED SANITARY WASTE HAULER TO REMOVE LEAKING PORTABLE TOILETS AND REPLACE WITH PROPERLY
OPERATING UNIT.
TOB =
TOP OF BANK
GPI =
GREENMAN - PERESON.
I.D. =
INSIDE DIMENSION
PVC =
POLYVINYL CHLORIDE
TOS =
TOE OF SLOPE
BH =
SOIL BORE HOLE
TH =
SOIL BORING TEST HOLE
TC =
TURBIDITY CURTAIN
DBT =
DITCH BOTTOM
DBKF =
DEPTH AT BANKFULL
BT =
BOULDER TOE
OHE =
OVERHEAD ELECTRICAL LINE
RCP =
REINFORCED CONCRETE PIPE
NTS =
NOT TO SCALE
CRWB =
CONSTRUCTED RIFFLE WITH BOULDERS
MS =
MAIN STEM
ISSUED FOR: DESIGN DEVELOPMENT PHASE
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DATE: 04/13/2022
PROJ: FLA-2200811.1
DWG.FLA-2200801.00 CN-1
SHEET: 3 of 17

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EXISTING CONDITIONS OVERVIEW
VERIFY SCALE
HORIZONTAL SCALE: 1" = 40' BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
0 20 40 80 120
DATE: 04/13/2022
(1" = 40' HORIZ.)
ISSUED FOR: DESIGN DEVELOPMENT PHASE
PROJ: FLA-2200811.00
DWG; FLA-2200801.00 CN-100
SHEET: 4 of 17

APPROX 25' OF
�- EXISTING STREAM
TO REMAIN
PROPOSED
DOG RUN
74 TOB TOB TOB
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SWIM_ �SVIiIM
° °
PROPOSED
BUILDING SIDEWALK
EXISTING STREAM
TO BE BACKFILLED
RESTORATION OF APPROX.
860 L.F. OF JURISDICTIONAL
STREAM
� TnR
- I
SWIM To
SWIM � B
SWIM 1.
IMPACTED APPROX. 650 L.F. OF
JURISDICTIONAL STREAM
(1) 20' EXISTING CULVERT =
EXISTING CULVERTS TO BE REMOVED
PROJECT SUMMARY
PROJECT OWNER
EMBRY
PROPERTY ADRESS
3027 NORTH TRYON STREET, CHARLOTTE, NC.
COORDINATES
LAT: 35° 15' 08.9" N
LONG: 80° 48' 41.6" W
PROPERTY SIZE (ACRES)
8.66
LOD (ACRES)
1.5
EXISTING JURISDICTIONAL STREAM
IMPACTS (L. FT)
650
EXISTING ACTIVE CHANNEL BOTTOM
(L. FT)
6
PROPOSED JURISDICTIONAL
STREAM LENGTH (L. FT)
900
CUT/FILL (YRD^3)
MAINSTEM
12,487(CUT)
TYPICAL CROSS SECTIONS
SEE SHEET
10
EXISTING STREAM BANKFULL WIDTH
(FT)
MAINSTEM
11.1
PROPOSED STREAM BANKFULL
WIDTH (FT)
MAINSTEM
11.0
GROUND DISTRIBUTING
SEE PROJECT DESCRIPTION
EMBRY-NODA
TABLE 1. Morphologic Characteristics Table (to be included on plan drawings)
Drainage Area:
115.2
Acres
0.18
Square Miles
Existing
Proposed
Proposed Ranges
e/
1. Stream Type
G1/4c
C1/3
C1/3
2. Bankfull Area, A (sq ft) a/
13.3
13.0
9.0- 57.5
3. Bankfull Width, W (ft) a/
11.1
11.0
8.3-22.1
4. Mean Bankfull Depth, d (ft) a/
1.2
1.2
1.1 - 1.3
5. Maximum Depth, dmax (ft) a/
1.8
1.8
1.3-2.6
6. Width/Depth Ratio, WDR Range
9.2
9.3
7.5 - 17
7. Floodprone Width, Wfpa
13.7
30.0
30 - 70
8. Entrenchment Ratio, ER = Wfpa/W d/
1.2
2.7
0.8 - 8.4
9. Bank Height Ratio, BHR = LBH/dmax c/
2.0
1.0
1.0 - 1.1
10. Sinuosity, K = Lchannel/Lvalley
1.10
1.18
1.15 - 1.2
11. Avg Water Surface Slope, S (ft/ft)
0.010
0.010
0.008 - 0.010
12. Riffle Slope, Srif (ft/ft)
0.025
0.020
0.020 0.068
rea
20
15
8-30
14. Max Depth Pool, dpool (ft) b/
3.0
1.3
1.0 - 2.0
15. Pool to Pool Spacing, p-p Range
50
45
30-60
16. Pool Length, Lpool Range
30
20
15-40
17. Inner Berm Area, Aib (sq ft) a/
12.0
6.4
6.0 - 11.5
18. Inner Berm Width, Wib (ft) a/
12.0
8.0
7 - 11.5
19. Mean Inner Berm Depth, dib (ft) a/
1.0
0.8
0.4 - 1.0
20. Inner Berm Maximum Depth, dmaxib (ft) a/
1.5
1.0
0.5 - 1.2
a/ Measured at typical riffle
b/ Measured at typical pool
c/ Low Bank Height divided by Bankfull Depth measured at same section
d/ Channel width measured at two times the Bankfull Depth divided by the Bankfull Width
e/ Proposed values compared to proposed values from the typical riffle
APPROXIMATE
SWIM BUFFER
/�� / \ "�\
ORIGINAL STREAM ^�
SWIM BUFFER °
/ (1)80' EXISTING CULVERT
LINE
)-YEAR
693.5)
Cn
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1 �B
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/ I
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PROPOSED INNER BERM
1
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_ 30.9'
dl
PROPOSED BANKFULL
BOUNDARY
I
PROPOSED TOP OF BANK
O
A
I PROPOSED
SIDEWALK
\
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PROPOSED
VEHICLE BRIDGE
\ APPROX 40' WIDTH
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CURRENT GRADING
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DOES NOT INCLUDE
BASE FLOW /
INNER -BERM
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PROJECT IS
CURRENTLY IN
PRELIMINARY
�I
DESIGN
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� r\
N. TRYON STREET
U.S. #29
80' Public R/W (GlS) OR 100' Public R/W (D.B. 8833, PG. 239)
SITE PLAN
(1" = 40' HORIZ.)
Exisiting Condition Score (ECS)
0.06
Proposed Condition Score (PCS)
0.35
Change in Functional Condition (PCS - ECS)
0.29
Percent Condition Change
483%
Approx. Existing Stream Length (ft)
750
Approx. Existing Non Jurisdictional Stream Length (ft)
100
Approx. Existing Jurisditional Stream Length (ft)
650
Approx. Proposed Stream Length (ft)
900
Approx. Proposed Non Jurisdictional Stream Length (ft)
0
Approx. Proposed Jurisdictional Stream Length (ft)
900
Additional Stream Length (ft)
250
Existing Functional Foot Score (FFS)
39
Proposed Functional Foot Score (FFS)
315
Proposed FFS - Existing FFS
276
Functional Change (%)
708%
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(/)
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-
19-
Site Information and
Performance Standard Stratification
Project Name:
UT Darita Branch
Reach ID:
1
Restoration Potential:
Level 5 - Biology
Existing Stream Type:
Gc
Proposed Stream Type:
C
Region:
Piedmont
Drainage Area (sgmi):
1
Proposed Bed Material:
Gravel
Existing Stream Length (ft):
750
Proposed Stream Length (ft):
900
Stream Slope (%):
1
Flow Type:
Perennial
River Basin:
Catawba
Stream Temperature:
Warmwater
Data Collection Season:
Winter/Spring
Valley Type:
Unconfined Alluvial
EXISTING CONDITION ASSESSMENT
Roll Up Scoring
Functional Category
Function Based
Parameters
Measurement Method
Field
Value
Index
Value
Parameter
Category
Category
Overall
Overall
H drolo
y gy
Catchment Hydrology
Curve Number
75
0.13
0.13
0.13
Not
Functioning
Reach Runoff
Curve Number
Concentrated Flow Points
Soil Compaction
Hydraulics
Floodplain Connectivity
Bank Height Ratio
2
0
0.00
0.00
Not
Functioning
Entrenchment Ratio
1.5
FALSE
Geomorphology
Large Woody Debris
LWD Index
0.02
0.18
Not
Functioning
0.06
Not
Functioning
# Pieces
3
0.02
Lateral Stability
Erosion Rate (ft/yr)
0.5
0.2
0.20
Dominant BEHI/NBS
H/M
0.3
Percent Streambank Erosion (%)
40
0.05
Riparian Vegetation
Left Canopy Coverage (%)
50
0.58
0.33
Right Canopy Coverage (%)
50
0.58
Left Buffer Width (ft)
15
0.07
Right Buffer Width (ft)
15
0.07
Left Basal Area (sq.ft/acre)
Right Basal Area (sq.ft/acre)
Left Stem Density (stems/acre)
Right Stem Density (stems/acre)
Bed Material
Characterization
Size Class Pebble Count Analyzer
(p-value)
Bed Form Diversity
Pool Spacing Ratio
g
FALSE
Pool Depth Ratio
1.2
FALSE
Percent Riffle
80
Need
Slope
Aggradation Ratio
Plan Form
Sinuosity
1.1
FALSE
Physicochemical
Temperature
Summer Daily Maximum (°F)
Bacteria
Fecal Coliform (Cfu/100 ml)
Organic Carbon
Leaf Litter Processing Rate
Percent Shredders
Nitrogen
Total Nitrogen (mg/L)
Phosphorus
Total Phosphorus (mg/L)
Biology
Macros
Biotic Index
EPT Taxa Present
Fish
North Carolina Index of Biotic
Integrity
PROPOSED CONDITION ASSESSMENT
Roll Up Scoring
Functional Category
Function -Based Parameters
Measurement Method
Field Value
Index Value
Parameter
Category
Category
Overall
Overall
Hydrology
Catchment Hydrology
Curve Number
85
0
0.00
0.00
Not Functioning
Reach Runoff
Curve Number
Concentrated Flow Points
Soil Compaction
Hydraulics
Floodplain Connectivity
Bank Height Ratio
1
1
0.92
0.92
Functioning
Entrenchment Ratio
3.5
0.83
Geomorphology
Large Woody Debris
LWD Index
1.00
0.84
Functioning
0.35
Functioning
At Risk
# Pieces
30
1
Lateral Stability
Erosion Rate (ft/yr)
0.1
1
0.82
Dominant BEHI/NBS
L/L
1
Percent Streambank Erosion (%)
10
0.64
Riparian Vegetation
Left Canopy Coverage (%)
90
0.99
0.70
Right Canopy Coverage (%)
90
0.99
Left Buffer Width (ft)
35
0.41
Right Buffer Width (ft)
35
0.41
Left Basal Area (sq.ft/acre)
Right Basal Area (sq.ft/acre)
Left Stem Density (stems/acre)
Right Stem Density (stems/acre)
Bed Material Characterization
Size Class Pebble Count Analyzer (p-value)
Bed Form Diversity
Pool Spacing Ratio
4
1
0.67
Pool Depth Ratio
2
1
Percent Riffle
60
0
Aggradation Ratio
Plan Form
Sinuosity
1.25
1
1.00
Ph sicochemical
Y
Temperature
Summer Daily Maximum (°F)
Bacteria
Fecal Coliform (Cfu/100 ml)
Organic Carbon
Leaf Litter Processing Rate
Percent Shredders
Nitrogen
Total Nitrogen (mg/L)
Phosphorus
Total Phosphorus (mg/L)
Biology
Macros
Biotic Index
EPT Taxa Present
Fish
North Carolina Index of Biotic Integrity
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SCALE AS SHOWN
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 1"
DATE: 06/30/2022
HORIZONTAL SCALE: 1" = 40' PROJ: FLA-2200811.00
ISSUED FOR: PERMITTING AND REVIEW DWG:
ADDITION TO DID SET Exhibit
0 20 40 80 120
SHEET: 5 of 17

THIS PORTION OF SILT FENCE SHALL BE
INSTALLED IN PRIOR TO ANY EARTH MOVING
ACTIVITIES
91 9
l - A
EROSION AND SEDIMENT CONTROL MEASURES
IF
EXISTING STREAM
TO BE BACKFILLED
DURING PROJECT IMPLEMENTATION, BMPS/CONSERVATION MEASURES WILL BE IMPLEMENTED TO REDUCE
SEDIMENTATION INTO THE STREAM EFFORTS WILL BE MADE TO LIMIT AND EXPEDITE EQUIPMENT TIME IN THE STREAM
CHANNEL. WHEN POSSIBLE, WORK WILL OCCUR FROM THE STREAMBANKS. THE DESIGN ATTEMPTS TO MINIMIZE
SEDIMENTATION AND OTHER POTENTIALLY NEGATIVE IMPACTS THROUGH THE FOLLOWING PRACTICES:
1. SUITABLE AND NON -SUITABLE SOILS SHALL BE PLACED IN DESIGNATED LOCATIONS SITE EROSION AND SEDIMENT
CONTROL.
2. THE CONTRACTOR WILL BE REQUIRED TO STAGE AND STORE EQUIPMENT AND MATERIALS AT LEAST 25 FEET FROM
TOPS OF BANKS.
3. EQUIPMENT WILL BE WELL -MAINTAINED, CLEANED PRIOR TO MOBILIZATION, AND CHECKED DAILY FOR LEAKS OF
PETROLEUM PRODUCTS.
4. FUELING WILL BE PERFORMED IN A CONTAINED AREA AWAY FROM SURFACE WATER.
5. THE CONTRACTOR WILL BE REQUIRED TO STAGE WORK SUCH THAT DISTURBED AREAS WILL BE STABILIZED IN PHASES
WITH SEEDING, MULCH AND BIODEGRADABLE (COIR) EROSION CONTROL MATTING (WHERE APPROPRIATE).
6. ALL TREES, UTILITIES AND OTHER SITE FEATURES WILL BE PROTECTED UNLESS MARKED FOR REMOVAL OR
RELOCATION.
7. ALL WORK ADJACENT TO STREAM WATERS WILL BE CONDUCTED IN A DRY WORK AREA TO THE EXTENT POSSIBLE.
8. TO THE EXTENT POSSIBLE, CONSTRUCTION WILL BE TIMED TO OCCUR DURING TIMES OF LOW FLOW.
9. CONSTRUCTION ACTIVITIES SHALL NOT OCCUR IN THE CHANNEL DURING WET WEATHER OR STORMFLOWS.
10. CONSTRUCTION SCHEDULING AND STAGING WILL BE TIMED TO MINIMIZE THE AMOUNT OF TIME SPENT WORKING IN
THE STREAM CHANNEL.
11. APPROPRIATELY SIZED EQUIPMENT WILL BE UTILIZED TO PREVENT EXCESSIVE COMPACTING AND MINIMIZE CLEARING.
SITE ACCESS AND STAGING
PRIMARY SITE ACCESS WILL OCCUR THROUGH THE DRIVEWAY ACCESS POINTS PER SITE EROSION AND SEDIMENT
CONTROL PLAN SHEETS. ACCESS WITHIN THE PROJECT WILL UTILIZE A DESIGNATED ACCESS PATH FROM THE ACCESS
POINT UP VALLEY THROUGH THE PROJECT AREA. SILT FENCE WILL BE PLACED ON THE SIDE OF THE ACCESS PATH WITH
ACTIVE STREAM FLOW. CROSSINGS WILL BE ESTABLISHED TO MOVE CONSTRUCTION MATERIALS, EQUIPMENT AND
EXCAVATED EARTH TO AND FROM THE EAST/WEST SIDE OF UT TO THE STREAM.
PRIOR TO ANY SOIL DISTURBANCE AND HAULING, APPROXIMATELY EROSION AND SEDIMENT EROSION CONTROL DEVICES
SHALL BE INSTALLED ON THE SITE AS INDICATED IN THE CONSTRUCTION DOCUMENTS. SILT FENCE WILL BE LOCATED
ALONG THE DOWNSTREAM SIDE OF THE ACCESS AND STAGING AREAS. AT THE END OF THE PROJECT, WHEN ALL
DISTURBED AREAS HAVE BEEN STABILIZED, ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED.
MATERIAL SPECIFICATIONS, INSTALLATION PROCEDURES, AND MAINTENANCE SHALL CONFORM TO SECTION 6.62 OF THE
NORTH CAROLINA SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
SILT FENCE
PROPOSED
STOCKPILE AREA
PROPOSED
STOCKPILE AREA
CONTRACT TO CONSTRUCT CHANNEL IN THE
DRY. CHANNEL TO BE STABILIZED AND WITH
VEGETATION PRIOR TO WATER BEING
DIVERTED FROM EXISTING STREAM.
THIS BANKS PORTION OF SILT FENCING
FROM STA: 0+00 TO 9+57 SHALL BE
OOi INSTALLED IN 100' STAGES AS WORK
PROGRESSES UPSTREAM.
8/
PROPOSE[
ROCK CHEI
0,9
O
\ PROPOSED NCDOT
ROCK PIPE INLET PROTECTION
OVERALL SITE SEDIMENT CONTROL PLAN
PER LANDDESIGN EROSION AND
SEDIMENT CONTROL SHEET XX OF XX
AND CHAR/MACK LAND DEVELOPMENT
SILT FENCE STANDARDS. �b0
PROPOSED
OVERALL PLAN VIEW AREAOWN
(1" = 30' HORIZ.)
5. FLAG THE WORK LIMITS AND STAKEOUT THE EXTENTS AND ELEVATIONS OF THE PROJECT.
STREAMBANK MATTING
700 GRAM COIR FIBER MATTING WILL BE USED ALONG NEWLY GRADED STREAM BANK SECTIONS. MATTING WILL NOT
CONTAIN SYNTHETIC (PLASTIC) MATERIALS. MATTING WILL BE INSTALLED BEGINNING AT THE TOE OF STREAMBANK TO
OUTER EDGE OF BANKFULL SHELF. A COMBINATION OF 12-INCH AND 24-INCH WOODEN STAKES WILL BE USED TO SECURE
THE MATTING IN PLACE.
DUST CONTROL
EXPOSED SOILS ON LEVEL SURFACES WILL BE KEPT MOIST DURING DRY CONDITIONS TO MINIMIZE THE POTENTIAL FOR
WIND EROSION AND DUST ACCUMULATION.
STORMWATER
THE STREAM RESTORATION PROJECT WILL NOT CREATE ADDITIONAL POINT SOURCES OF STORMWATER. THE INTENT OF
THE PROJECT IS TO IMPROVE OVERALL WATER QUALITY IN THE STREAM BY STABILIZING ERODING STREAMBANKS,
PROVIDING FLOODPLAIN STORAGE, AND PROMOTING APPROPRIATE RIPARIAN VEGETATION.
ALL CONSTRUCTION ACTIVITIES WILL CONFORM TO NORTH CAROLINA GENERAL STORMWATER PERMIT NCG 010000.
SPECIFICALLY:
1. SOIL STABILIZATION SHALL BE ACHIEVED ON ANY AREA OF A SITE WHERE LAND -DISTURBING ACTIVITIES HAVE
TEMPORARILY OR PERMANENTLY CEASED, ALL PERIMETER SLOPES AND ALL SLOPES STEEPER THAN 3 HORIZONTAL
TO 1 VERTICAL (3: 1) SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND COVER AS SOON
AS PRACTICABLE BUT IN ANY EVENT WITHIN 7 CALENDAR DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
2. ALL OTHER DISTURBED AREAS SHALL BE PROVIDED TEMPORARY OR PERMANENT STABILIZATION WITH GROUND
COVER AS SOON AS PRACTICABLE BUT IN ANY EVENT WITHIN 14 CALENDAR DAYS FROM THE LAST LAND -DISTURBING
ACTIVITY.
SOLID WASTE
IT IS NOT ANTICIPATED THAT EXCAVATION FOR THIS PROJECT WILL UNEARTH ANY SOLID WASTE. IN THE CASE THAT ANY
SOLID WASTE IS INADVERTENTLY EXCAVATED, THE FOLLOWING PROCEDURES WILL BE FOLLOWED:
1. STOCKPILE SOLID WASTE OUTSIDE OF BUFFER.
2. INSTALL SEDIMENT FENCE AROUND TEMPORARY STOCKPILE AS NEEDED TO PREVENT SEDIMENT FROM WASHING OFF
OF WASTE AND ENTERING SURROUNDING AREAS.
3. ARRANGE FOR WASTE DISPOSAL WITHIN 14 CALENDAR DAYS IN ACCORDANCE WITH LOCAL AND SOLID WASTE
REGULATIONS.
4. MECKLENBURG COUNTY SOLID WASTE DEPARTMENT: 704-336-2176
5. NC DEQ SOLID WASTE SECTION: 919-707-8200
6. REMOVE SILT FENCE AND GRADE ALL AREAS TO FINAL DESIGN.
CONSTRUCTION SCHEDULE
1. OBTAIN EROSION AND SEDIMENTATION CONTROL PLAN APPROVAL AND ALL OTHER APPLICABLE PERMITS.
2. NOTIFY INSPECTOR FROM DEQ OFFICE PRIOR TO DISTURBANCE.
3. POST CERTIFICATE OF APPROVAL FOR LAND DISTURBANCE AT SITE.
4. INSTALL RAIN GAUGE AND PREPARE INSPECTION FORMS AS DESCRIBED ABOVE.
a
O
O
6.
LOCATE ALL UNDERGROUND UTILITIES WITHIN THE WORKSITE.
7.
HOLD PRE -CONSTRUCTION MEETING PRIOR TO STARTING CONSTRUCTION.
6m
8.
INSTALL CONSTRUCTION ENTRANCES, ACCESS ROADS AND SILT FENCE PER EROSION AND SEDIMENT PLANS ON
SHEETS C6-90-V3 AND C6-91-V3 THE ATTACHED PLAN SHEETS AND DETAILS.
9.
INSPECT EROSION AND SEDIMENTATION CONTROL PRACTICES DAILY AND AFTER SIGNIFICANT RAINFALL EVENTS.
10.
MAKE NEEDED REPAIRS IMMEDIATELY.
STOCKPILE MATERIALS FOR STREAM WORK (E.G., BOULDERS, LOGS, WOODY DEBRIS) AT LEAST 25 FEET FROM THE
TOP OF BANK.
11. INSTALL TEMPORARY STREAM CROSSING AS SHOWN ON PLAN SHEETS AND AS DIRECTED BY ENGINEER. STABILIZE
ALL DISTURBED AREA IN VICINITY OF CROSSING WITH GROUND COVER AND EROSION CONTROL MATTING TO PREVENT
SEDIMENTATION DOWNSTREAM.
12. TO THE EXTENT PRACTICABLE, WORK ITERATIVELY FROM UPSTREAM TO DOWNSTREAM THROUGHOUT THE
PROJECT REACHES. CONTRACTOR SHALL LIMIT STREAMBANK DISTURBANCE TO AREAS THAT CAN BE COMPLETED
AND STABILIZED DURING ONE DAY OF WORK. DURING EACH ZONE OF DISTURBANCE, FOLLOW THE FOLLOWING
STEPS:
12.1 AS NEEDED TO IMPLEMENT BANK GRADING, REMOVE VEGETATION. DO NOT REMOVE HEALTHY, NATIVE
VEGETATION FROM AREAS WHERE NO GRADING OR STRUCTURE INSTALLATION WILL OCCUR.
STOCKPILE VEGETATION FOR REPLANTING, AS APPROPRIATE.
12.2 IN AREAS WHERE GRADING WILL OCCUR REMOVE AND STOCKPLE THE TOP 3-4 INCHES OF TOPSOIL FOR
LATER USE.
12.3 AS SHOWN ON PLANS, REALIGN CHANNEL. ENSURE CONSTRUCTED SLOPES ARE GRADED AT A 3:1
SLOPE OR FLATTER, UNLESS DIRECTED OTHERWISE BY THE FIELD ENGINEER. WHEN POSSIBLE,
PERFORM WORK FROM STREAMBANKS IN ORDER TO MINIMIZE TIME SPENT WORKING IN THE CHANNEL.
12.3 INSTALL IN -STREAM STRUCTURES, BEDFORM FEATURES, AND STREAMBANK PROTECTION PER THE
PLANS. WHEN POSSIBLE, PERFORM WORK FROM STREAMBANKS IN ORDER TO MINIMIZE TIME SPENT
WORKING IN THE CHANNEL.
12.3 INSTALL COIR STREAMBANK MATTING, STOCKPILE TOPSOIL LAYER AND TEMPORARY SEEDING ON ALL
DISTURBED SURFACES ON
THE STREAMBANK UP TO THE TOP OF BANK.
13. WHEN APPROPRIATE, INSTALL PERMANENT VEGETATION PER PLANTING PLANS.
14. ONCE SITE IS STABILIZED REMOVE AND DISPOSE OF ALL NON -BIODEGRADABLE EROSION CONTROL DEVICES.
15. NOTIFY INSPECTOR FROM DEQ OFFICE AFTER STABILIZATION.
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES
ALL EROSION CONTROL AND SEDIMENTATION MEASURES WILL BE INSPECTED DAILY AND AFTER SIGNIFICANT RAIN EVENTS
BY THE ON SITE ENGINEER AND THE CONTRACTOR. THE CONTRACTOR WILL ASSURE THAT ALL INSTALLATIONS ARE
FUNCTIONING PROPERLY AT THE END OF EACH WORK DAY. INSPECTION REQUIREMENTS, AS DETAILED IN THE
STORMWATER SECTION, WILL BE FOLLOWED.
ONCE THE SITE IS STABILIZED, ALL NON -BIODEGRADABLE EROSION CONTROL MEASURES WILL BE REMOVED AND
PROPERLY DISPOSED OF BY THE CONTRACTOR.
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DATE: 04/13/2022
PROJ: FLA-2200811.00
DWG:FLA-2200801.00 CN-100
SHEET: 6 of 17

DIVERSION RIDGE REQUIRED
WHERE GRADE EXCEEDS 2% 2% OR GREATER
ROADWAY
STRAW BALES, SANDBAGS,
OR CONTINUOUS BERM OF
EQUIVALENT HEIGHT \
SUPPLY WATER TO WASH
WHEELS IF NECESSARY
6
SECTION A -A -- FILTER FABRIC
SPILLWAY / NOTE:
USE SANDBAGS, STRAW BALES
OR OTHER APPROVED METHODS PI
TO CHANNELIZE RUNOFF TO
BASIN AS REQUIRED.
Iv
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FLOW
EXISTING GROU
A A 2"-3" COURSE AGGREGATE
Q MIN. 6" THICK 20 MIN.
O o 0
FLOW FLOW
DIVERSION RIDGE
50' MIN. -
NOTES: PLAN
1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING
OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAYS. THIS MAY REQUIRE TOP
DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT.
2. WHEN NECESSARY, WHEELS SHALL BE CLEANED PRIOR TO ENTRANCE ONTO PUBLIC
RIGHT-OF-WAY.
3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH
CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
HIVIS FLORESCENT YELLOW GREEN UV POSTS SHALL BE PAINTED
RESISTANT, HIGH TENSILE STRENGTH 'T'-POST 1.33 lb/ LF STEEL.
POLY FABRIC
WATERPROOF SIGN 40" 8.0' O.C. MAX.
31Nr-
-
4 IN
SEE NOTES CD 0
O O O O
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FRONT VIEW
z
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NOTES: NTS.
1. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL
2. LETTERS TO BE 3 IN. MIN. CLEARLY LEGIBLE AND SPACED AS DETAILED. SEE
LETTERING DETAIL FOR PROPER SIGNAGE.
3. SIGNS TO BE PLACED 200 FT. O.C. MAX.
4. SIGNS TO BE PLACED AT EACH END AND 200 FT. O.C. THEREAFTER.
5. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC.
6. MAINTAIN FENCE THROUGHOUT DURATION OF PROJECT.
7. FOR SAFETY FENCE SIGN AS FOLLOWS: TREE PROTECTION AREA - DO NOT ENTER.
CONSTRUCTION FENCING
PLAN VIEW OF ROOT ZONE
(NTS.)
FOR PRUNING SEE INTERNATIONAL
SOCIETY OF ARBORICULTURE
SPECIFICATIONS
(NTS.)
ONE FOOT FOR EACH INCH
TRUNK DIAMETER (DBH). 6
MIN. WIDTH FOR 2 IN. CAL.
TREES OR SMALLER
DEAD TREES AND SCRUB OR INDER
GROWTH SHALL BE CUT FLUSH WITH
ADJACENT GRADE. NO GRUBBING
ALLOWED UNDER DRIP LINE.
1.75 IN X 1.75 IN STANDAR[
SAFETY FENCING MAY BE ----
NOTES:
1. REMOVE ALL BARRIERS UPON COMPLETION OF PROJECT.
2. SEDIMENT AND EROSION CONTROL PLAN SHALL SHOW THE LOCATION OF ALL
TREE PROTECTION FENCES.
3. REFER TO PLANTING SPECIFICATION FOR PLANTING DIRECTION.
8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE
6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
1. SILT FENCE SHALL BE PLACED ON SLOPE CONTOURS TO MAXIMIZE
PONDING EFFICIENCY
2. INSPECT AND REPAIR FENCE AFTER EACH STORM EVENT AND
REMOVE SEDIMENT WHEN NECESSARY. 0.5 FT.MAXIMUM
RECOMMENDED STORAGE HEIGHT.
3. REMOVED SEDIMENT SHALL BE DEPOSITED IN SPOIL AREA AS
SHOWN ON THE CONSTRUCTION DRAWINGS OR DIRECTED BY THE
PROJECT ENGINEER.
TREE PROTECTION FENCE DETAIL
(NTS.)
SILT FENCE DETAIL
(NTS.)
5' T- POST
ASTIC OR WIRE TIES
(TYP.)
(T
WIRE FENCE
(BEHIND)
— WOVEN
GEO-TEXTILE
ATTACH FILTER FABRIC SECURELY TO
UPSTREAM SIDE OF POST
BACKFILL TRENCH AND
rnnAD4rT TunRnl Irul V
CROSS SECTION VIEW
FILTER FABRIC SHALL BE IN ACCORDANCE
WITH CONSTRUCTION SPECIFICATIONS
STEEL
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LO
00
8' MAXIMUM SPACING WITH WIRE c- e
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SUPPORT FENCE; U MAXIMUM
SPACING WITHOUT WIRE SUPPORT cj
FENCE Q
NOTES:
1. USE CLASS B EROSION CONTROL STONE FOR STRUCTURAL STONE.
2. THE ENGINEER MAY DIRECT THE OPTION OF CLASS A STONE FOR SITES
HAVING LESS THAN (1) ACRE DRAINAGE AREA AND A DITCH GRADE LESS
THAN 3 % .
ISOMETRIC VIEW
CROSS SECTION
TRAPEZOIDAL DITCH
NOTES:
1. USE CLASS A EROSION CONTROL STONE FOR STRUCTURAL STONE.
2. USE No. 5 OR No. 57 STONE FOR SEDIMENT CONTROL STONE.
3. CONSTRUCT TOP OF BERM A MINIMUM OF ONE FOOT BELOW THE SHOULDER
OR DIVERSION POINT.
4. PROVIDE A TOTAL SEDIMENT TRAP VOLUME OF 3600± CUBIC FEET PER ACRE
OF DISTURBED AREA.
5. SOME OF THE REQUIRED VOLUME MAY BE PROVIDED BY UP OR
DOWNSTREAM CONTROLS.
NCDOT
TEMPORARY ROCK SILT CHECK DAM TYPE B
SEDIMENT CONTROL STC
12" MIN.
DIVERSION POINT
SEDIMENT CONTROL STONE
(NTS.)
Ml A A I
STRUCTURAL STONE
18" MIN.
12" MIN. —
T- 6" MIN.
SECTION A -A
M
PIPE
FLOW
:AL STONE
EARTH BERM
2' MIN.
12" MIN.
Z—IFF--T
PIPE
D* - 24" PIPE MAX.
NCDOT
TEMPORARY ROCK SILT SEDIMENT TRAP TYPE B
(NTS.)
ISSUED FOR: DESIGN DEVELOPMENT PHASE
ROADWAY SHOULDER
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DATE: 04/13/2022
PROJ: FLA-2200811.00
DWG:FLA-2200801.00 CN-10C
SHEET: 7 of 17

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EXISTING FUTURE 100 YEAR FLOOD LINE
STREAM FLOODPLAN
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PLAN VIEW
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DATE: 04/13/2022
0
PROJ: FLA-2200811.00
DWG:FLA-2200801.00 CN-100
60
SHEET: 8 of 17

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DATE: 04/13/2022
0 PROJ: FLA-2200811.00
DWG:FLA-2200801.00 CN-100
SHEET: 9 of 17

ATANDO AVF
SIDEWALK AND
\/Cf`CTATIVC BUFFER
CHANNEL BANKS WITH
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DATE: 04/13/2022
PROJ: FLA-2200811.00
DWG:FLA-2200801.00 CN-100
SHEET: 10 of 17

Inif-%r-Nn C%TAVrC%
MIN. WIDTF
MATTING 6.:
BOULDER TOE PROTECTION
NOTES
1. A 1.0 FT THICK BEDDING COURSE CONSISTING OF WELL GRADED GRANITE FOUNDATION STONE SHALL BE INSTALLED BELOW THE
BOULDER FOUNDATION. WELL GRADED RIVER COBBLE TOE PROTECTIONS SHALL BE PLACED TO THE ELEVATION OF THE STREAM
BED.
2. FOOTER BOULDERS SHALL BE INSTALLED IN ROWS ABOVE THE RIVER COBBLE TOE PROTECTION. BOULDERS MAY BE MINED AND
REUSED ONSITE. FOOTER BOULDERS TBD.
3. HEADER BOULDERS SHALL BE INSTALLED ATOP THE FOOTER BOULDERS. ALL BOULDERS SHALL FIT TIGHTLY TOGETHER. HEADER
BOULDERS SHALL BE INSTALLED WITH A 1.0 FT SETBACK FROM THE FRONT EDGE OF THE FOOTER BOULDERS. BOULDERS MAY BE
MINED AND REUSED ONSITE. HEADER BOULDERS TBD.
4. GRAVEL LEVELING BASE SHALL BE INSTALLED ABOVE THE HIGHEST ELEVATION OF THE FOUNDATION BOULDERS BEFORE THE SOIL
LIFTS ARE INSTALLED.
5. THE SOIL BACKFILL USED FOR LIFTS AND TOPSOIL USED FOR LAYERING WITH THE LIVE BRANCHES SHALL BE FREE OF ANY LARGE
ROOTS OR WOODY DEBRIS AND SHALL GENERALLY BE FREE FROM ANY GRAVEL OR COBBLE MATERIAL.
6. SOIL BACKFILL SHALL BE COMPACTED SUCH THAT FUTURE SETTLING WILL BE KEPT TO A MINIMUM; YET, NOT SUCH THAT THE
UNDERLYING BRUSH IS DISPLACED OR DAMAGED.
7. THE TOP OF THE BACKFILL FOR THE FIRST LIFT SHALL BE SLOPED AT APPROXIMATELY 5% AWAY FROM THE STREAM.
8. PLACE A LAYER OF TOPSOIL AND LIVE BRANCHES ON TOP OF EACH SOIL LIFT SUCH THAT APPROXIMATELY 6 INCHES TO 1 FOOT
OF EACH LIVE BRANCH WILL BE EXPOSED AND THE REMAINDER (2' TO 4') OF EACH LIVE BRANCH WILL BE COVERED BY THE NEXT
SOIL LIFT. LIVE BRANCHES SHALL BE SPACED SO THE EXPOSED PORTION FORMS A CONTINUOUS LATER ON THE SELF, THIS MAY
VARY BASED ON SPECIES AND BRANCHING.
9. LIVE BRANKES SHALL CONSIST OF WHIPS OF THE SAME SPECIES AS THE LIVE STAKES OR PROJECT ENGINEERED SPECIES FROM
SITE.
10. PLACE A LAYER OF 6.5 FT WIDE GEOCOIR DEKOWE 700 EROSION CONTROL BLANKET, OR EQUIVALENT, ON TOP OF THE TOPSOIL
AND LIVE BRANCHES SUCH THAT 2.5 FT OF THE BLANKET WILL BE BURIED BELOW THE NEXT SOIL LIFT. ALLOW THE REMAINING 4.5
FT OF BLANKET TO HANG OVER THE PRECEDING SOIL LIFT OR COIR FIBER LOGS.
11. PLACE A LAYER OF 6.5 FT WIDE NON -WOVEN COIR MATTING OVER THE EROSION CONTROL BLANKET TO THE SAME LIMITS.
12. SOIL CAN BE COMPACTED BY STACKING A PIECE OF 2 X 6 SAWN LUMBER EDGEWAYS UP TO THE LIFT HEIGHT SPECIFIED IN THE
STRUCTURE TABLE AND SECURING WITH WOODEN STAKES TO PROVIDE A RIGID BACKSTOP FOR COMPACTING SOIL LIFT.
13. PLACE SOIL BACKFILL UP TO THE LIFT HEIGHT SPECIFIED OF NO GREATER THAN 1.0 FT BEING CAREFUL NOT TO PUSH/PULL OR
TEAR THE FABRIC PREVIOUSLY PLACED.
14. THE TOP OF THE SOIL BACKFILL SHALL BE FLAT WITHIN THE LIFT SETBACK DISTANCE SPECIFIED IN THE STRUCTURE TABLE.
BEYOND THE LIFT SETBACK DISTANCE, THE SOIL BACKFILL SHALL BE SLOPED AT AN APPROXIMATE 5% SLOPE AWAY FROM THE
STREAM.
15. TOP DRESS THE SOIL LIFT WITH TOPSOIL FROM THE FACE OF THE SOIL LIFT BACK INTO THE FLOODPLAIN AT LEAST 4FT.
16. CONTRACTOR SHALL ENSURE GOOD INCORPORATION OF SEED AND FERTILIZER INTO TOPSOIL TO ALLOW FOR HIGH SEED TO SOIL
CONTACT
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O
LIFT USING THE WOVEN AND NON -WOVEN COIR MATTING HANGING OVER THE PREVIOUS LIFT/COIR FIBER LOGS.
Q
18. THE EROSION CONTROL FABRIC SHALL BE PULLED AS TIGHT AS POSSIBLE WITHOUT TEARING OR EXCESSIVELY DISTORTING THE
BOULDER
TOE
PROTECTION
NOT TO SCALE FABRIC.
O
~
DETAILED PLAN
19. SECURE THE EROSION CONTROL AND NON -WOVEN MATTING IN PLACE BY STAKING THE END OF THE EROSION CONTROL FABRIC
WITH WOODEN STAKES ON 1.5-FT CENTERS.
()
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LIVE STAKES, TRANSPLANTS AND /
20. BEGIN CONSTRUCTION OF THE NEXT SOIL LIFT BY REPEATING THE PREVIOUS NOTES STARTING WITH NOTE 11.
L.L�
OR CONTAINERIZED PLANTINGS
NVAR�Es
5 F1l
C
O
`ENG1 10 21. THE SURFACE OF THIS STRUCTURE SHALL BE FINISHED TO A SMOOTH AND COMPACT SURFACE IN ACCORDANCE WITH THE LINES,
ITYP' 3 GRADES, AND CROSS OR ELEVATIONS SHOWN ON THE DRAWINGS. THE DEGREE OF FINISH FOR ELEVATIONS SHALL BE
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BOULDER TOE PF
DETAILED PROFIL
SCALE AS SHOWN
VERIFY SCALE
BAR IS ONE INCH ON
ORIGINAL DRAWING
0 = 1"
DATE: 04/13/2022
PROJ: FLA-2200811.1
DWG:FLA-2200801.00 CN-1
SHEET: 11 of 17
TEMPORARY INSTALLATION DETAIL
ISSUED FOR: DESIGN DEVELOPMENT PHASE

BOULDER J-HOOK (BJH)
NOTES:
1. ALL BOULDERS USED FOR THE PROPOSED STRUCTURE SHALL BE STRUCTURAL STONE, CUBICAL OR 10
RECTANGULAR IN SHAPE. THE ENGINEER MUST APPROVE THE USE OF BOULDERS THAT MAY BE AVAILABLE
ONSITE. BOULDERS DIMENSIONS TBD. �0
EHIND 2. DIMENSIONS AND SLOPES OF STRUCTURES DESCRIBED IN THE DETAIL MAY BE ADJUSTED BY DESIGN ENGINEER
SELECT BACKFILL BEHIND--"'
STRUCTURE TO FIT CONDITIONS ONSITE.
N
3. CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS TOGETHER TIGHTLY.
N
C),`���
4. GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY FITTING BOULDERS TOGETHER AND PLUGGING WITH NC DOT
�J �`
Lo
EXTEND BOULDER SILL INTO STREAMBANK CLASS A ROCK OR CHINKING STONE APPROVED BY ENGINEER.
J�
o
NON -WOVEN MIN 10.0 FT
GEOTEXTILE 5. HEADER BOULDERS SHALL BE UNDERLAIN BY FOOTER BOULDERS TO PROVIDE A FOUNDATION UNLESS
�0 0
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OTHERWISE DIRECTED BY THE ENGINEER. HEADER BOULDERS SHALL BE OFFSET 1.0 FT UPSTREAM OF THE
O
Q
O 0 FOOTER.
0
0 6. SET BOULDER INVERTS AT ELEVATION SHOWN ON THE PLAN AND PROFILE SHEETS. NO ELEVATIONS OF THE
0 BOULDERS MAY VARY FROM THE PLAN SHEETS WITHOUT DIRECTION FROM THE ENGINEER.
0
0
>
0
_
0 0 7. NON -WOVEN GEOTEXTILE SHALL BE PLACED ON THE UPSTREAM SIDE OF THE STRUCTURE TO PREVENT
/
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0 WASHOUT OF SEDIMENT THROUGH BOULDER GAPS. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE
1 0 FOOTER BOULDER TO THE FINISHED GRADE ELEVATION AND SHALL BE PLACED THE ENTIRE LENGTH OF THE
HIGH DENSITY LIVE STAKING,
0
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/ STRUCTURE. SELECT BACK FILL MATERIAL SHALL BE PLACED UPSTREAM OF THE GEOTEXTILE MATERIAL.
CONTAINERIZED PLANTS OR TRANSPLANTS 1 `------- -� 0
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GRADATION SUBMITTED IN WRITING AND APPROVED BY THE ENGINEER. A WELL -GRADED BLEND OF NCDOT
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CLASS A RIP -RAP AND #57 ROCK MIXED WITH EARTH WILL BE AN ACCEPTABLE SUBSTITUTE. SELECT BACKFILL
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BANKFULL
KEY BOULDERS INTO STREAMBANK MIN. 6 FT OR TWO
FULL BOULDER LENGTHS
PLAN VIEW
NTS.
KEY BOULDERS INTO STREAMBANK
1/2 TO 2/3 BKF STAGE
P.C. ELEVATION
PER PROFILE
FIT BOULDERS TIGHTLY TOGETHER
PLACE BOULDERS INTO STREAMBED A MINIMUM OF THE
BOULDER DIAMETER
CROSS SECTION VIEW
NTS.
HEADER
BOULDER
NON -WOVEN FILTER
FABRIC
COARSE BACKFILL MATERIAL
FOOTER
BOULDER
PROPOSED BANKFULL WSE
FLOW
1 FT OFFSET
SECTION VIEW A - A
NTS.
SCOUR POOL
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BAR Is ONE INCH ON
ORIGINAL DRAWING
ISSUED FOR: DESIGN DEVELOPMENT PHASE
0 = 1"
DATE: 04/13/2022
PROJ: FLA-2200811.1
DWG:FLA-2200801.00 CN-1
SHEET: 12 of 17

GLIDE
MIN 2.0 X CHANNEL BOTTOM
n
PLAN VIEW
NTS.
BOULDER CASCADE SLOPE VARIES PER PROFILE
MIN 2.0 X CHANNEL BOTTOM
NOTES AND TABLE
SECTION VIEW A - A
NTS.
EROSION
nf-%n1Tnf-%r
GEOTEXTILE
NU UU I GLA66 b = JU% i l x� lvlur llrx v.v r i vi x
NC DOT CLASS 1 = 30% TWO FULL BOULDER
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NTS.
BOULDER SILL
,ANK MIN 6.0" OR
JLDER LENGTHS
RIFFLE
GRADATION
NC DOT CLASS
%
A
20
B
50
1
30
BOULDER CASCADE (BC) o�'
NOTES:
1. ALL BOULDERS USED FOR THE PROPOSED STRUCTURE SHALL BE STRUCTURAL STONE, CUBICAL OR RECTANGULAR IN SHAPE. THE
ENGINEER MUST APPROVE THE USE OF BOULDERS THAT MAY BE AVAILABLE ONSITE. BOULDERS DIMENSIONS SHALL BE 1.5 FT. X \�
2.0 FT. X 2.0 FT. ±0.05 FT. Q
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2. DIMENSIONS AND SLOPES OF STRUCTURES DESCRIBED IN THE DETAIL MAY BE ADJUSTED BY DESIGN ENGINEER TO FIT
CONDITIONS ONSITE.
3. CONTRACTOR WILL BE REQUIRED TO FIT BOULDERS TOGETHER TIGHTLY. GAPS BETWEEN BOULDERS SHALL BE MINIMIZED BY
FITTING BOULDERS TOGETHER AND PLUGGING WITH NC DOT CLASS A ROCK OR CHINKING STONE APPROVED BY ENGINEER.o
4. HEADER BOULDERS SHALL BE UNDERLAIN BY FOOTER BOULDERS TO PROVIDE A FOUNDATION UNLESS OTHERWISE DIRECTED BY '�qz
THE ENGINEER. HEADER BOULDERS SHALL BE OFFSET 1 FT UPSTREAM OF THE FOOTER BOULDERS WHERE MICROPOOLS ARE�J�
ANTICIPATED TO FORM AS SHOWN IN THE DETAIL. SET BOULDER INVERTS AT ELEVATION SHOWN ON THE PLAN AND PROFILE O O
SHEETS. NO ELEVATIONS OF THE BOULDERS MAY VARY FROM THE PLAN SHEETS WITHOUT DIRECTION FROM THE ENGINEER. C O
5. THE BOULDER ARM SHALL EXTEND UP TO THE STREAMBANK AT A 1% SLOPE AND INTO THE STREAMBANK A MINIMUM OF 6.0' OR
TWO FULL BOULDER LENGTHS.
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7. ON THE UPSTREAM SIDE OF THE BOULDERS, NON -WOVEN GEOTEXTILE FABRIC SHALL BE PLACED ON THE ENTIRE LENGTH OF THE
STRUCTURE. FILTER FABRIC SHALL EXTEND FROM THE BOTTOM OF THE FOOTER BOULDER TO THE FINISHED GRADE ELEVATION
AND SHALL BE PLACED THE ENTIRE LENGTH OF THE STRUCTURE. RIFFLE MATERIAL SHALL BE USED AS BACKFILL MATERIAL
AROUND THE OFFSET BOULDER STEPS AND MICROPOOLS SHALL BE ESTABLISHED BELOW EACH STEP.
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8. RIFFLE MATERIAL SHALL HAVE A GRADATION AS DEFINED IN THE TABLE ON THIS SHEET. SELECT RIFFLE MATERIAL SHALL BE
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9. RIFFLE MATERIAL SHALL BE PLACED AT A UNIFORM THICKNESS SUCH THAT, IN CROSS-SECTION, ITS LOWEST ELEVATION OCCURS
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0 1"
DATE: 04/13/2022
PROJ: FLA-2200811.00
DWG:FLA-2200801.00 CN-1
SHEET: 13 of 17

GLIDE
"CUP" AREA
L BANKFULL
FOE OF CHANNEL SLOPE
PLAN VIEW
NTS.
I I A M I T A T M rl l 11 r-% r rl
RIFFLE WITH HABITAT BO
VARIES PER ULDERS SLOPE
PROFILE
HABITAT Now,25% - 33% RIFFLE LENGTH
BOULDER
STREAMBED
0
4 RUN
RIFFLE
SUBSTRATE
DEPTH MIN 2.0"
RIFFLE SUBSTRATE PER
NOTES AND TABLE
NON -WOVEN
GEOTEXTILE
CONSTRUCTED RIFFLE WITH HABITAT BOULDERS (RHB)
NOTES:
1. ALL BOULDERS USED FOR THE PROPOSED STRUCTURE SHALL BE STRUCTURAL STONE, CUBICAL OR RECTANGULAR IN SHAPE.
THE ENGINEER MUST APPROVE THE USE OF BOULDERS THAT MAY BE AVAILABLE ONSITE. BOULDERS DIMENSIONS SHALL
2. BE 1.5 FT. X 2.0 FT. X 2.0 FT. ±0.05 FT. BOULDERS SHALL PLACED SUCH THAT 20% TO 33% OF THE RIFFLE LENGTH IS SPACED
BETWEEN THE BOULDER PAIRS.
3. HABITAT BOULDERS SHALL BE PLACED BY ALTERNATING THE DIRECTION TO FOR A "CUP" OPENING ON THE UPSTREAM SIDE.
BOULDER PLACEMENT SHALL BE A PAIR OF BOULDERS WITH 50% OVERLAP OF THE BOULDERS. POSITION WITHIN THE STREAM
SHALL BE AS DIRECTED BY THE ENGINEER.
4. BOULDERS SHALL BE PLACED IN THE MIDDLE OF THE CHANNEL, TO PREVENT SCOUR AT THE TOE OF THE SLOPE.
5. DIMENSIONS AND SLOPES OF STRUCTURES DESCRIBED IN THE DETAIL MAY BE ADJUSTED BY DESIGN ENGINEER TO FIT
CONDITIONS ONSITE.
6. RIFFLE MATERIAL SHALL HAVE A GRADATION AS DEFINED IN THE TABLE ON THIS SHEET. SELECT RIFFLE MATERIAL SHALL BE
WELL -GRADED AND MIXED WITH EARTH WHEN IT IS PLACED IN THE CHANNEL.
7. CONSTRUCTED RIFFLE MATERIAL SHALL EXTEND A MINIMUM OF 3.0 FT U/S OF THE P.T. INTO THE GLIDE AND A MINIMUM OF 3.0 FT
D/S OF THE P.C. INTO THE RUN.
8. RIFFLE MATERIAL SHALL BE PLACED AT A UNIFORM THICKNESS SUCH THAT, IN CROSS-SECTION, ITS LOWEST ELEVATION
OCCURS IN THE CENTER OF THE CHANNEL. RIFFLE MATERIAL SHALL BE COMPACTED USING AN EXCAVATOR BUCKET SUCH THAT
FUTURE SETTLEMENT OF THE MATERIAL IS KEPT TO A MINIMUM.
9. THE SURFACE OF THIS STRUCTURE SHALL BE FINISHED TO A SMOOTH AND COMPACT SURFACE IN ACCORDANCE WITH THE
LINES, GRADES, AND CROSS -SECTIONS OR ELEVATIONS SHOWN ON THE DRAWINGS. THE DEGREE OF FINISH FOR INVERT
ELEVATIONS SHALL BE WITHIN 0.1 FT OF THE GRADES AND ELEVATIONS INDICATED.
10. RE -DRESSING OF CHANNEL AND BANKFULL BENCH/FLOODPLAIN WILL LIKELY BE REQUIRED FOLLOWING INSTALLATION OF
IN -STREAM STRUCTURES AND SHALL BE CONSIDERED INCIDENTAL TO CONSTRUCTION.
11. SEE TYPICAL RIFFLE CROSS SECTION FOR DIMENSIONS.
RIFFLE GRADATION
NC DOT CLASS
%
A
20%
B
50%
1
30%
HABITAT
BOULDER
RIFFLE
RIFFLE SUBSTRATE SUBSTRATE
NC DOT CLASS A = 20% DEPTH PER 2.0'
NC DOT CLASS B = 50%
NC DOT CLASS 1 = 30%
SECTION VIEW A - A SECTION VIEW B - B
NTS. NTS.
EROSION
CONTROL
MATTING
BANKFULL
ISSUED FOR: DESIGN DEVELOPMENT PHASE
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DATE: 04/13/2022
PROJ: FLA-2200811.00
DWG:FLA-2200801.00 CN-100
SHEET: 14 of 17

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NODA Planting Summary
2 Caliper
15 Gallon
Whips (Bareroot)
Stakes
Containerized
Consists of flowering woody and
herbaceous species along with perennial
grass orb under story (2" Caliper: Flowering
Dogwood, Black Gum, Red Bud, Willow
Flowering Canopy
Oak, Shumard Oak, and Swamp Chestnut
33%
33%
0
0
Oak) (Whips: Flowering Dogwood,
Persimmon, Southern Red Oak, White Oak,
Shummard Oak, Swamp Chestnut Oak, and
Pignut Hickory)
Consists of evergreen woody and
herbaceous species along with perennial
Evergreen Canopy
grass orb under story (2" Caliper: American
33%
33%
0
0
Holly, and Eastern Red Cedar)(Whips:
Eastern Red Cedar, Virginia Pine, Sweetbay
Magnolia, Red Bud)
Consists of fast growing deciduous trees
and perennial grass orb under story (2"
Fast Growing/ Dense
Caliper: Yellow Poplar, River Birch,
Coverage
American Sycamore, and Red Maple)
33%
33%
0
0
(Whips: Tulip Poplar, Red Maple, River
Birch, and American Sycamore)
Consists of live stakes (Silky Dogwood,
Buttonbush, Elderberry, Silky Willow), 15
gal. containerized stock (Swamp Azalea,
Riparian Zone #1
Buttonbush, American Beauty Berry,
TBD
TBD
0
1250
Mountain Laurel, Southern Arrowood,
American Holly, Eastern Red Cedar,
Flowering Dogwood, Persimmon) and a
riparian seed mix orb understory
Riparian Zone #2
Consists of shrub & small tree planting and
TBD
TBD
32
0
a riparian seed mix, and orb understory
Floodplain Depression
Common Rush (Juncus effusus) 1' X 1'
0
0
0
0
Planting
Total Stems Planted (Each Size)
50
60
32
1250
Total Stems Planted
1392
Required for Nationwide 27 (Year 5) (260 per Acre)
328
Available for SWIM Credit
1064
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0 1"
DATE: 04/13/2022
PROJ: FLA-2200811.00
DWG:FLA-2200801.00 CN-100
SHEET: 15 of 17

ZONE 1 PLANTING PLAN
SEEDING MIX* (ERNMX-307 OR ENGINEER APPROVED)
COMMON NAME
SCIENTIFIC NAME
PERCENTAGE
Indiangrass, 'Scout'
Sorghastrum nutans, 'Scout'
29.9%
Virginia Wildrye, PA Ecotype
Elymus virginicus, PA Ecotype
20.0%
Swithcgrass, 'Carthage', INC Ecotype
Panicum virgatum, 'Carthage', INC Ecotype
20.0%
Beaker Panicgrass, Eastern Shore MD Ecotype
Panicum anceps, Eastern Choer MD Ecotype
10.0%
River Oats, WV Ecotype
Chasmanthium Latifolium, WV Ecotype
5.0%
Redtop Panicgrass, Coastal Plain INC Ecotype
Panicum rigdulum, Costal Plain INC Ecotype
5.0%
Partidge Pea, FL Ecotype
Chamacrista fasciculata, FL Ecotype
3.0%
Fox Sedge, PA Ecotype
Carvex vulpinoidea, PA Ecotype
2 000o
Lanceleaf Coreopsis
Coreopsis lanceolata
2.0%
Blackeye Susan
Rudbeckia hirta
2.0%
Soft Rush, Coastal Plain INC Ecotype
Juncas Effusus, Coastal Plain INC Ecotype
0.5%
New York Ironweed, PA Ecotype
Vernonia noveboracensis, PA Ecotype
0.4%
Common Sneezeweed, NJ Ecotype
helenium autumnale, NJ Ecotype
0.2%
*SEED AT A RATE OF 20 LBS PER ACRE.
NURSE CROP SEED
AUG. 15 - APR 15
COMMON NAME
SCIENTIFIC NAME
RATE
Wheat
Triticum aestivum
40 LBS
APR 15 - AUG 15
COMMON NAME
SCIENTIFIC NAME
RATE
Browntop millet
Urochloa ramosa
60 LBS
LIVE STAKES**
COMMON NAME
SCIENTIFIC NAME
PERCENTAGE
Silky Dogwood
Cornus sericea (C. stoloifera)
30%
Buttonbush
Cephalanthus occidentalis
25%
Elderberry
Sambucus canadensis
25%
Silky Willow
Salix sericea
20%
**LIVE STAKES SHALL BE PLANTED 3 FT O.C. PER DETAIL
SHRUBS
COMMON NAME
SCIENTIFIC NAME
Number
Elderberry
Sambucus canadensis
7
Swamp Azalea
Rhododendron visicosum
7
Buttonbush (Honey Balls)
Cephalanthus
7
American Beauty Berry
Callicarpa americana
7
Mountain Laurel
Kalmia latifoloa
7
Southern Arrowood
Viburnum dentatum
7
American Holly
Ilex opaca
7
Eastern Red Cedar
Juniperus virginiana
7
Flowering Dogwood
Corpus florida
8
Persimmon
Diospyros virginiana
8
CONTRACTOR SHALL DISTRIBUTE SHRUBS PER PLANTING TABLE THROUGHOUT ZONE 2 OF EACH SHRUB SPECIES
GENERAL PLANTING NOTES:
SEEDING TEMPORARY & PERMANENT
• AREAS TO BE SEEDED SHALL BE DRESSED TO A SMOOTH, FIRM
SURFACE. ON SITES WHERE EQUIPMENT CAN OPERATE ON
SLOPES SAFELY, THE SEEDBED SHALL BE ADEQUATELY
LOOSENED (4 TO 6 INCHES DEEP) AND SMOOTHED. DEPENDING
ON SOIL AND MOISTURE CONDITIONS, DISKING OR
CULTIPACKING, OR BOTH, MAY BE NECESSARY TO PROPERLY
PREPARE A SEEDBED. WHERE EQUIPMENT CANNOT OPERATE
SAFELY, THE SEEDBED SHALL BE PREPARED BY HAND METHODS
BY SCARIFYING TO PROVIDE A ROUGHENED SOIL SURFACE SO
THAT BROADCAST SEED WILL REMAIN IN PLACE.
• FERTILIZER, LIME, AND OTHER SOIL AMENDMENTS SHALL BE
APPLIED AS SPECIFIED IN SPECIFICATIONS. THE FERTILIZER AND
SOIL AMENDMENTS SHALL BE THOROUGHLY INCORPORATED
INTO THE SOIL IMMEDIATELY FOLLOWING SURFACE
APPLICATION.
• ALL DISTURBED AREAS SHALL BE SEEDED WHEN THEY ARE
EXPECTED TO BE BARE OF GROUND OVER FOR MORE THAN 15
CALENDAR DAYS; WHERE ACTIVE CONSTRUCTION IS NOT BEING
UNDERTAKEN, OR AS DIRECTED BY THE ENGINEER/INSPECTOR.
THESE AREAS SHALL BE SEEDED (TEMPORARY SEED MIX) AT
THE END OF EACH DAY UNLESS OTHERWISE DIRECTED BY THE
ENGINEER/INSPECTOR.
• SEEDING (PERMANENT SEED MIX) SHALL BE ACCOMPLISHED
WITHIN TWO (2) DAYS AFTER FINAL GRADING IS COMPLETED AND
APPROVED BY THE ENGINEER.
• FERTILIZER SHALL BE APPLIED AT THE RATE OF 1,000 LBS. PER
ACRE. THE FERTILIZER SHALL BE 10-10-10, OR EQUIVALENT.
LIME SHALL BE APPLIED AT THE RATE OF TWO (2) TONS PER
ACRE. STRAW SHALL BE APPLIED AT A RATE OF TWO (2) TONS
PER ACRE. THE AREA SHOULD THEN BE SMOOTHED AND ANY
DEBRIS LARGER THAN 3 INCHES IN DIAMETER OR WHICH WOULD
INTERFERE WITH MOWING SHALL BE REMOVED FROM THE
SURFACE. A CYCLONE SEEDER, DRILL OR CULTIPACKER
SEEDER SHALL BE USED TO APPLY THE SPECIFIED SEED EVENLY
ON THE FRESHLY PREPARED SEEDBED. WHEN SEED IS
BROADCAST, A CULTIPACKER OR OTHER APPROPRIATE
EQUIPMENT SHALL BE USED IMMEDIATELY FOLLOWING SEEDING
TO INCORPORATE THE SEED.
11/1= CTAV1=Q
ZONE 2 PLANTING PLAN
SEEDING MIX* (ERNMX-154 OR ENGINEER APPROVED)
COMMON NAME
SCIENTIFIC NAME
PERCENTAGE
Deertongue, Tioga
Panicum clandestinum, Tioga
23.8%
Virginia Wildrye, 'Madison'
Elymus virginicus, 'Madison'
20.0%
Big Bluestem, 'Niagara'
Andropogon gerardii, 'Niagara'
15.5%
Fox Sedge, PA Ecotype
Carex vulpinoidea, PA Ecotype
12.0%
Lurid Sedge, PA Ecotype
Carex lurida, PA Ecotype
5.0%
Blunt Broom Sedge, PA Ecotype
Carex scoparia, PA Ecotype
5.0%
Hop Sedge, PA Ecotype
Carex lupulina, PA Ecotype
4.5%
Blue Vervain, PA Ecotype
Verbena hastata, PA Ecotype
4.0%
Oxeye Sunflower, PA Ecotype
Heliopsis helianthoides, PA Ecotype
2.0%
Wood Reedgrass, PA Ecotype
Cinna arundinacea, PA Ecotype
1.5%
Swamp Milkweed, PA Ecotype
Asclepias incarnata, PA Ecotype
1.0%
Soft Rush
Juncus effusus
1.0%
Boneset, PA Ecotype
Eupatorium perfoliatum, PA Ecotype
0.5%
Common Sneezeweed, PA Ecotype
Helenium autumnale, PA Ecotype
0.5%
Golden Alexanders, PA Ecotype
Zizia aurea, PA Ecotype
0.5%
New England Aster, PA Ecotype
Aster novae-angliae, PA Ecotype
0.4%
Purplestem Aster, PA Ecotype
Aster puniceus, PA Ecotype
0.4%
Flat Topped White Aster, PA Ecotype
Aster umbellatus, PA Ecotype
0.4%
Wild Bergamot, Fort Indiantown Gap -PA Ecotype
Monarda fistulosa, Fort Indiantown Gap -PA Ecotype
0.4%
Ditch Stonecrop, PA Ecotype
Penthorum sedoides, PA Ecotype
0.4%
Narrowleaf Mountainmint
Pycnanthemum tenuifolium
0.4%
Woolgrass, PA Ecotype
Scirpus cyperinus, PA Ecotype
0.4%
Great Blue Lobelia, PA Ecotype
Lobelia siphilitica, PA Ecotype
0.3%
Wrinkleleaf Goldenrod, PA Ecotype
Solidago rugosa, PA Ecotype
0.1 %
*SEED AT A RATE OF 25 LBS PER ACRE
NURSE CROP SEED
AUG. 15 - APR 15
COMMON NAME
SCIENTIFIC NAME
RATE
Wheat
Triticum aestivum
40 LBS
APR 15 - AUG 15
COMMON NAME
SCIENTIFIC NAME
RATE
Browntop millet
Urochloa ramosa
60 LBS
BAREROOTS
COMMON NAME
SCIENTIFIC NAME
PERCENTAGE
Fast Growing Zone
Tulip Poplar
Liriodendron tulipifera
30%
River Birch
Betula nigra
20%
American Sycamore
Platanus occidentalis
20%
Red Maple
Acer rubrum
30%
Flowering Zone
Flowering Dogwood
Cornus florida
20%
Persimmon
Diospyros virginiana
20%
Southern Red Oak
Quercus falcata
10%
White Oak
Quercus alba L.
10%
Shumard Oak
Quercus shumardii
15%
Swamp Chestnut Oak
Quercus michauxii
15%
Pignut Hickory
Carya glabra
10%
Evergreen Zone
Sweetbay Magnolia
Magnolia virginiana
15%
Eastern Red Cedar
Junioerus virginiana
15%
Virginia Pine
Pinus virginiana
50%
Red Bud
Cercis canadensis
20%
CONTRACTOR SHALL DISTRIBUTE BAREROOTS PER PLANTING TABLE THROUGHOUT ZONE 2 OF EACH SHRUB
SPECIES
• FOUR (4) WEEKS PRIOR TO INSTALLATION OF LIVE STAKES
CONTRACTOR SHALL SUBMIT A ROPOSED HARVESTING AND
CONSTRUCTION SCHEDULE, INCLUDING SOURCE OF SUPPLY OF
LIVE CUTTING, TO PROJECT ENGINEER FOR REVIEW AND
APPROVAL. NO WORK SHALL BE PERFORMED UNTIL PROJECT
ENGINEER APPROVES THE SOURCE AND SCHEDULE.
HARVESTING, TRANSPORTING, AND INSTALLATION SHALL TAKE
PLACE WHEN PLANTS ARE DORMANT (DECEMBER 1 THROUGH
APRIL 1). IF DUE TO CONSTRUCTION SCHEDULING LIVE STAKES
CANNOT BE USED BASED ON THE TIMEFRAMES SET ABOVE, LIVE
TUBELINGS OF THE SAME SPECIES SHALL BE SUBSTITUTED WITH
APPROVAL FOR THE PROJECT ENGINEER.
• PLANT MATERIALS SHALL BE FROM SOURCES THAT ORIGINATED
WITHIN PLANT HARDINESS ZONES 7 OR 8. LIVE CUTTINGS FOR
LIVE STAKES SHALL BE 0.75 INCHES TO 2.0 INCHES IN DIAMETER
AND 3 FEET IN LENGTH. SIDE BRANCHES SHALL BE REMOVED
AND BARK LEFT INTACT PRIOR TO INSTALLATION. BUDS ON THE
STAKES SHALL BE ORIENTED IN AN UPWARD POSITION.
CONTRACTOR SHALL SCRAPE A PORTION OF THE CAMBIUM
LAYER OFF EACH LIVE STAKE AT THE BASAL END
APPROXIMATELY TWO (2) INCHES IN LENGTH BY 0.25 INCHES
WIDE TO STIMULATE ROOT GROWTH. THE BASAL ENDS SHALL
BE DIPPED IN A ROOT STIMULATING GROWTH HORMONE
APPROVED BY THE PROJECT ENGINEER. THE BASAL ENDS
SHALL BE TAPERED TO A POINT FOR EASY INSERTION INTO THE
SOIL. THE TOP SHALL BE CUT SMOOTH AND SQUARE.
• THE TOPS OF THE LIVE STAKES SHALL BE PAINTED WITH LATEX
TREE MARKING PAINT TO ENSURE CORRECT PLANTING
DIRECTION. MARK SPECIES WITH DIFFERENT COLORS. LIVE
STAKE CUTTINGS SHALL CONSIST OF THE SPECIES AS LISTED
ON THE CONSTRUCTION DRAWINGS.
• LIVE STAKE INSTALLATION - DRIVE LIVE STAKES INTO THE
GROUND SO THAT SEVENTY-FIVE PERCENT (75%) OF THE STAKE
IS BELOW THE GROUND SURFACE. FOR EASY INSERTION INTO
THE SOIL THE BOTTOM END OF THE STAKE SHOULD BE CUT AT
AN ANGLE OF 30 TO 45 DEGREES. TO ENSURE A FLAT SURFACE
FOR HAMMERING INTO THE SLOPE, THE TOP SHOULD BE CUT AT
90-DEGREE ANGLE. FOR LARGER BRANCHES THE USE OF
PRUNING SHEARS OR POWER SAW MAY BE NECESSARY. ALL
BUDS OF THE LIVE BRANCH SHOULD BE FACED UPWARDS
DURING STAKING. AS SHOWN IN THE DETAILED PLAN ABOVE.
THE CONTRACTOR SHALL USE A DEADPAN HAMMER FOR
DRIVING THE STAKE DIRECTLY INTO THE GROUND OR DRIVE A
PILOT HOLE, SMALLER IN DIAMETER THEN THE LIVE STAKE, AND
THEN DRIVING THE LIVE STAKE INTO THE PILOT HOLE.
• CONTRACTOR SHALL STAGGER SPECIES AS DIRECTED BY
PROJECT ENGINEER.
• THE PROJECT ENGINEER SHALL MAKE A FINAL INSPECTION WITH
THE CONTRACTOR TO ENSURE ALL LIVE STAKES HAVE BEEN
INSTALLED ACCORDING TO THE SPECIFICATION, PLANS, AND
DETAILS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
CORRECTING ALL DEFICIENCIES WITHIN TEN (10) CALENDAR
DAYS OF THE INSPECTION. THE PROJECT ENGINEER AND
CONTRACTOR PRIOR TO FINAL COMPLETION SHALL PERFORM A
FINAL INSPECTION OF THE CORRECTED ACTIONS.
TREE SEEDLINGS
• HARVESTING, TRANSPORTING, AND INSTALLATION SHALL TAKE
PLACE WHEN PLANTS ARE DORMANT (DECEMBER 1 THROUGH
APRIL 1); UNLESS OTHERWISE DIRECTED BY PROJECT
ENGINEER.
• CONTRACTOR SHALL SUBMIT TO PROJECT ENGINEER FIVE (5)
LIVE SEEDLINGS OF EACH SPECIES ABOVE, FOUR (4) WEEKS
PRIOR TO PLANTING FOR APPROVAL. CONTRACTOR SHALL NOT
PLANT ANY SEEDLINGS UNTIL PROJECT ENGINEER APPROVES
OF SUBMITTED SEEDLING STOCK. SUBMITTAL SHALL BE MADE IN
AN APPROVED NURSERY TREE BAG ALONG WITH SEEDLING AND
NURSERY INFORMATION. SEEDLINGS SHALL BE CLEARLY
MARKED FOR IDENTIFICATION PURPOSES.
• NO MATERIAL SHALL BE PLANTED WHEN THE GROUND OR
BACKFILL IS IN A FROZEN CONDITION, OR CONDITIONS ARE
UNUSUALLY WET, AS DETERMINED BY THE PROJECT
ENGINEER.TREE SEEDLINGS SHALL BE ONE (1) GALLON
NURSERY STOCK.
• 2. PLANTS OF THE SAME SPECIES SHOULD BE PLANTED IN
CLUSTERS, THESE CLUSTERS SHOULD CONTAIN (5) FIVE PLANTS OF
THAT SPECIES. NO MORE THAN ONE (1) CLUSTER OR FIVE (5) PLUGS
OF THE SAME SPECIES WITHIN A 10 FT BY 10 FT GRID. YIELDING 302
OR 600 SEEDLINGS PER ACRE DEPENDING ON ZONE. SEEDLINGS
SHALL BE PLANTED IN ZONES IN ACCORDANCE WITH
CONSTRUCTION DRAWINGS.
• SEEDLINGS SHALL BE PLANTED IN A HOLE MADE WITH A TREE
PLANTING BAR, DIBBLE, MATTOCK, OR OTHER APPROPRIATE
ZONE 3 PLANTING PLAN
SEEDING MIX* (ERNMX-169 OR ENGINEER APPROVED)
COMMON NAME
SCIENTIFIC NAME
PERCENT
Bachelor's Button Tall Mixed/Cornflower
Centaurea cyanus, Tall Mixed
15.0%
Cosmos
Cosmos bipinnatus
14.7%
Rocket Larkspur
Delphinium ajacis
8.0%
Purple Coneflower
Echinacea purpurea
8.0%
Perennial Blue Flax
Linum perenne
7.6%
Perennial Gaillardia
Gaillardia aristata
5.1%
Partridge Pea, FL Ecotype
Chamaecrista fasciculata, FL Ecotype
5.0%
Annual Phlox
Phlox drummondii
4.7%
Blackeyed Susan
Rudbeckia hirta
4.7%
Tree Mallow
Lavatera trimestris
4.0%
Largeflower Tickseed, Piedmont GA Ecotype
Coreopsis grandiflora, Piedmont GA Ecotype
3.5%
Lanceleaf Coreopsis
Coreopsis lanceolata
3.5%
Sweet Alyssum
Lobularia maritima
2.4%
Narrowleaf Sunflower, Coastal Plain NC
Ecotype
Helianthus angustifolius, Coastal Plain NC
Ecotype
2.2%
Plains Coreopsis
Coreopsis tinctoria
2.0%
Spotted Beebalm, FL Ecotype
Monarda punctata, FL Ecotype
2.0%
Corn Poppy, Red
Papaver rhoeas, Red
2.0%
New England Aster, PA Ecotype
Aster novae-angliae, PA Ecotype
1.0%
Sensitive Pea, NC Ecotype
Chamaecrista nictitans, NC Ecotype
1.0%
Clasping Coneflower
Rudbeckia amplexicaulis
1.0%
Ohio Spiderwort, AL Ecotype
Tradescantia ohiensis, AL Ecotype
0 7%
New York Ironweed, PA Ecotype
Vernonia noveboracensis, PA Ecotype
0.7%
Largeleaf Wild Indigo, FL Ecotype
Baptisia pendula, FL Ecotype
0.5%
Marsh Blazing Star
Liatris spicata
0.3%
Clusterspike False Indigo, NC Ecotype
Amorpha herbacea, NC Ecotype
0.2%
Catbells, SC Ecotype
Baptisia perfoliata, SC Ecotype
0.2%
*SEED AT 10 LBS PER ACRE
NURSE CROP SEED
AUG. 15 - APR 15
COMMON NAME
SCIENTIFIC NAME
RATE
Wheat
Triticum aestivum
40 LBS
APR 15 - AUG 15
COMMON NAME
SCIENTIFIC NAME
RATE
Browntop millet
Urochloa ramosa
60 LBS
*If needed for erosion and sediment control
TOOL. THE HOLE SHALL BE LARGE ENOUGH TO ACCOMMODATE
THE ENTIRE ROOT SYSTEM. EACH SEEDLING SHALL BE PLANTED
AT THE SAME DEPTH AS IT GREW IN THE NURSERY. EACH
SEEDLING SHALL BE GIVEN A LIGHT TUG TO ENSURE PROPER
PLANTING. ANY SEEDLING NOT SNUG MUST BE RESET.
SEEDLINGS SHALL BE KEPT MOIST UNTIL PLANTED. SEEDLINGS
THAT ARE TO BE PLANTED LATER IN THE DAY SHALL BE KEPT IN
THE BAG OR CONTAINER AND LEFT IN A COOL, MOIST, SHADY
AREA. SEEDLINGS SHALL BE STORED IN A COOLER THAT
MAINTAINS A TEMPERATURE BETWEEN 35 DEGREES AND 55
DEGREES FAHRENHEIT.
• SEEDLINGS MAY BE FIELD STORED IN A SHED, BARN OR DENSE
SHADE FOR UP TO 7 CALENDAR DAYS WHEN THE TEMPERATURE
ADJACENT TO THE SEEDLINGS CAN BE MAINTAINED FROM 30
DEGREES TO 60 DEGREES FAHRENHEIT THROUGHOUT THE
FIELD STORAGE PERIOD.
• INSPECTION OF SEEDLING QUALITY BY THE PROJECT ENGINEER
OR OWNER SHALL BE PERFORMED UNDER THIS CONTRACT
PRIOR TO OR AT THE BEGINNING OF THE PLANTING OF THE
SEEDLINGS. THE PROJECT ENGINEER OR OWNER SHALL BE
GIVEN AT LEAST ONE (1) WEEK NOTICE OF THE ANTICIPATED
ARRIVAL OF SEEDLINGS AND PLANTING CREW TO EACH SITE TO
FACILITATE THE COMPLETION OF THIS INSPECTION
REQUIREMENT. INSPECTION OF THE TREE PLANTING BY THE
PROJECT ENGINEER OR OWNER SHALL BE PERFORMED UNDER
THIS CONTRACT BY MEASURING SAMPLE PLOTS. IN THE EVENT
A SAMPLE PLOT FAILS TO MEET CONTRACT REQUIREMENTS, THE
CONTRACTOR WILL BE REQUIRED TO RE -WORK THE
REPRESENTATIVE AREA PRIOR TO RE -INSPECTION. THE
RE -INSPECTION SAMPLE PLOT SHALL NOT BE THE ORIGINAL
SAMPLE PLOT.
TOCC OI A61Tikit,
ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH THE
AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1-2004).
PLANT ACCORDING TO ANSI A300 PART 6.
DIG THE PLANTING HOLE A MINIMUM OF 2x WIDTH OF ROOTBALL
FOR AT LEAST THE FIRST 12 INCHES OF DEPTH. BELOW 12
INCHES, DIG HOLE WIDE ENOUGH TO PERMIT ADJUSTING.
DO NOT DIG THE HOLE DEEPER THAN ROOT BALL DEPTH.
SCARIFY THE SUBGRADE AND SIDES OF THE PLANTING HOLE
WHEN PLANTING IN CLAY SOILS (MORE THAN 15% CLAY).
LIFT AND SET THE TREE BY ROOT BALL ONLY. DO NOT LIFT
USING THE TREE TRUNK AND DO NOT USE TREE TRUNK AS A
LEVER.
SET THE TOP OF THE ROOT BALL LEVEL WITH THE SOIL
SURFACE OR SLIGHTLY HIGHER IF THE SOIL IS PRONE TO
SETTLING.
AFTER THE TREE IS SET IN PLACE, REMOVE BURLAP, WIRE AND
STRAPS FROM AT LEAST THE UPPER 1/3 OF THE ROOTBALL.
BACKFILL WITH EXISTING SOIL THAT HAS BEEN WELL -TILLED OR
BROKEN UP. DO NOT ADD AMENDMENTS TO THE BACKFILL SOIL
AMEND THE SURFACE WITH MULCH.
USE THREE 2" X 2" WOOD STAKES DRIVEN INTO UNDISTURBED
SOIL A MINIMUM OF 16 INCHES. SPACE STAKES EQUALLY
AROUND THE TREE.
ATTACH 3/4" NYLON WEBBING TO CONNECT THE TREE TO
STAKES. ATTACH WEBBING AT 1/3 THE TREE HEIGHT.
APPLY A 2-3" (SETTLED) DEPTH OF PINE STRAW OR BARK MULCH
TO THE PLANTING SURFACE. LEAVE A 2" SPACE AROUND THE
TRUNK FOR AIR CIRCULATION.
PRUNING SHALL BE LIMITED TO DEAD, DISEASED, OR BROKEN
LIMBS ONLY AND SHALL BE IN ACCORDANCE WITH ANSI A300
SPECIFICATIONS.
REMOVE ANY TRUNK WRAP REMAINING AT TIME OF PLANTING.
NO WRAPS SHALL BE PLACED ON TRUNK.
ISSUED FOR: DESIGN DEVELOPMENT PHASE
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DATE: 04/13/2022
PROJ: FLA-2200811.00
DWG:FLA-2200801.00 CN-1
SHEET: 16 of 17

ROUND -TOPPED
SOIL BERM 4" HIGH X 8" WIDE
ABOVE ROOT BALL SURFACE
SHALL BE CONSTRUCTED AROUND
THE ROOT BALL. BERM SHALL
BEGIN AT ROOT BALL PERIPHERY
EXISTING SOIL
SLOPE SIDES OF LOOSENED
SOIL
BOTTOM OF ROOT BALL RESTS ON
EXISTING OR RECOMPACTED
SOIL
INSTALL PLAI`
CROWN IS FL
WITH SOIL Sl
SECTION VIEW
TYPICAL TREE PLANTING DETAIL
(NTS)
JT, REMOVE, REPLACE, AND STAKE
AT COVERING AROUND ROOTS
AMENDED TOPSOIL
;TYP.) 0.5 FT. DEEP
EXISTING SOIL
GENERAL PLANTING NOTES:
1. DO NOT COMPACT TOPSOIL, TO PROMOTE HEALTHY
ENVIRONMENTAL CONDITIONS FOR THE PLANTS.
2. PLANTS OF THE SAME SPECIES SHOULD BE PLANTED IN CLUSTERS,
THESE CLUSTERS SHOULD CONTAIN (5) FIVE PLANTS OF THAT
SPECIES. NO MORE THAN ONE (1) CLUSTER OR FIVE (5) PLUGS OF
THE SAME SPECIES WITHIN A 10 FT BY 10 FT OFFSET.
3. ALL PLANTS SHOULD BE PLANTED IN THE INDICATED RANGE TO
ENSURE SURVIVAL.
TYPICAL PLANTING DETAIL
(NTS)
NOTES: TYPICAL TREE PLANTING ON SLOPE
1. ALL PLANT MATERIALS SHALL BE IN ACCORDANCE WITH THE AMERICAN STANDARDS
FOR NURSERY STOCK (ANSI Z60.1-2004). PLANT ACCORDING TO ANSI A300 PART 6.
2. DIG THE PLANTING HOLE A MINIMUM OF 2x WIDTH OF ROOTBALL FOR AT LEAST THE
FIRST 12 INCHES OF DEPTH. BELOW 12 INCHES, DIG HOLE WIDE ENOUGH TO PERMIT
ADJUSTING. DO NOT DIG THE HOLE DEEPER THAN ROOT BALL DEPTH.
3. SCARIFY THE SUBGRADE AND SIDES OF THE PLANTING HOLE WHEN PLANTING IN CLAY
SOILS (MORE THAN 15% CLAY).
4. LIFT AND SET THE TREE BY ROOT BALL ONLY. DO NOT LIFT USING THE TREE TRUNK
AND DO NOT USE TREE TRUNK AS A LEVER.
5. SET THE TOP OF THE ROOT BALL LEVEL WITH THE SOIL SURFACE OR SLIGHTLY
HIGHER IF THE SOIL IS PRONE TO SETTLING.
6. AFTER THE TREE IS SET IN PLACE, REMOVE BURLAP, WIRE AND STRAPS FROM AT
LEAST THE UPPER 1/3 OF THE ROOTBALL.
7. BACKFILL WITH EXISTING SOIL THAT HAS BEEN WELL -TILLED OR BROKEN UP. DO NOT
ADD AMENDMENTS TO THE BACKFILL SOIL. AMEND THE SURFACE WITH MULCH.
8. USE THREE 2" X 2" WOOD STAKES DRIVEN INTO UNDISTURBED SOIL A MINIMUM OF 16
INCHES. SPACE STAKES EQUALLY AROUND THE TREE.
9. ATTACH 3/4" NYLON WEBBING TO CONNECT THE TREE TO STAKES. ATTACH WEBBING
AT 1/3 THE TREE HEIGHT.
10. APPLY A 2-3" (SETTLED) DEPTH OF PINE STRAW OR BARK MULCH TO THE PLANTING
SURFACE. LEAVE A 2" SPACE AROUND THE TRUNK FOR AIR CIRCULATION.
11. PRUNING SHALL BE LIMITED TO DEAD, DISEASED, OR BROKEN LIMBS ONLY AND SHALL
BE IN ACCORDANCE WITH ANSI A300 SPECIFICATIONS.
12. REMOVE ANY TRUNK WRAP REMAINING AT TIME OF PLANTING. NO WRAPS SHALL BE
PLACED ON TRUNK.
THREE (3") TWO INCH LODGE POLE
STAKES. INSTALL APPROXIMATELY 2"
AWAY FROM THE EDGE OF THE ROOT
BALL. STAKE LOCATION SHALL NOT
INTERFERE WITH PERMANENT BRANCHES.
PRIOR TO MULCHING, LIGHTLY TAMP SOIL
AROUND THE ROOT BALL IN 6" LIFTS TO
BRACE TREE. DO NOT OVER COMPACT.
WHEN THE PLANTING HOLE HAS BEEN
BACKFILLED, POUR WATER AROUND THE
ROOT BALL TO SETTLE THE SOIL
LOOSENED SOIL. DIG AND TURN THE
SOIL TO REDUCE COMPACTION TO THE
AREA AND DEPTH SHOWN
4" LAYER OF MULCH.
NO MORE THAN 1" OF MULCH ON
TOP OF ROOT BALL. (SEE
SPECIFICATIONS FOR MULCH)
FINISHED GRADE
NOTES:
1- TREES SHALL BE OF
QUALITY PRESCRIBED IN
SPECIFICATIONS
2- SEE SPECIFICATIONS
FOR FURTHER
REQUIREMENTS RELATED
TO THIS DETAIL
ZONE 3
ZONE 2
TOP OF SLOPE
3 ft
3 ft
• f • • •
/ TOE OF SLOPE
5° �TA�
FLOW
PLAN -- --
ZONE 1 ZONE 1
CHANNEL SIDE SLOPES
ZONE 2
STREAM PLANTING ZONE PROFILE
(NTS)
SLOPE
STAKES 3/4 IN - 2 IN DIA. X 3 FT
LENGTH SPACED 3.0 FT O.C. (TRIANGULAR
SPACING) ANGLES AT 45° TO DOWNSTREAM FLOW
NOTES:
1. ACCEPTABLE SPECIES: SEE CONSTRUCTION SPECIFICATIONS
2. INSTALL PER CONSTRUCTION SPECIFICATIONS.
3. USE %2 IN -3/4 IN REBAR FOR PILOT HOLES PRIOR TO DRIVING LIVE STAKES INTO
GROUND
4. DRIVE LIVE STAKE 3/4 OF ITS LENGTH INTO THE GROUND
5. RECUT ANY LIVE STAKE TIPS DAMAGED BY INSTALLATION
6. STAKES TO BE 3/4 IN TO 2 IN DIAMETER, 3 FT LONG
7.6 INCH MINIMUM TO REMAIN ABOVE GROUND.
LIVE STAKE DETAILS
(NTS)
ZONE 3
TOP OF SLOPE
3 ft
yy
Vzo
3 ft
5° � -
FLOW /
PLAN VEI W
it III�IIk)A%l)lA
ECM
EX. SLOPE
PROPOSED SLOPE
WITH ECM
FIRMLY PACK SOIL
AROUND THE BASE OF
THE TUBELING, SO THAT
NO AIR POCKET REMAIN.
TUBELING �_/ \- 6 INCH MINIMUM TO REMAIN ABOVE GROUND.
NOTES:
1. SEE PLANTING SCHEDULE FOR DESIRABLE SPECIES AND SIZE.
2. SPACE AT 3.0' O C. (TRIANGULAR SPACING).
3. ALL TUBELINGS SHALL COMPLY WITH THE RECOMMENDATIONS AND REQUIREMENTS OF ANSI
Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK."
4. CUT AND FOLD BACK SLOT IN MAT TO INSTALL TUBELING. SEAL SLOT WITH COMPOST AND
STAPLE. ALLOW 6" DIAMETER AROUND TUBELING WITH NO ECM.
5. PLANT THE ROOT BALL SLIGHTLY DEEPER THAN IT WAS IN THE TUB.
TUBELING DETAILS
(NTS)
ISSUED FOR: DESIGN DEVELOPMENT PHASE
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DATE: 04/13/2022
PROJ: FLA-2200811.1
DWG:FLA-2200801.00 CN-1
SHEET: 17 of 17