HomeMy WebLinkAbout20191191 Ver 1_WNSI Beasley 60% Plans_20190905Western North Carolina Stream Initiative - Beasley
Avery County, North Carolina
for
Resource Institute
Title Sheet 0.1
Project Overview 0.2
General Notes and Symbols 0.3
Trout Buffer Variance 0.4
Typical Sections 1.0
Plan and Profile Sheets 2.1-2.4
Planting Plan 3.0
Erosion and Sediment Control 4.0
Details 5.1-5.5
Earthwork Sections 6.1-6.2
Vicinity Map
Not to Scale
BEFORE YOU DIG!
IT'S THE LAW!
CALL 1-800-632-4949N.C. ONE-CALL CENTER
Sheet Index
Project Directory
Engineering:
Wildlands Engineering, Inc
License No. F-0831
1430 South Mint Street
Suite 104
Charlotte, NC 28203
Aaron Earley, PE
704-332-7754
Topographic survey was
derived from North Carolina's
Quality Level 1 (QL1) LiDAR in
combination with Wildlands
Engineering survey.
N
Owner:
Resource Institute
Site Representative:
Angela Greene Gragg
NRCS Representative:
David Tucker
District Conservationist
Boone Service Center
971 W. King Street
Boone, NC 28607
828-264-3850
SheetChecked By:Job Number:Drawn By:Project Engineer:1430 S. Mint Street, Ste 104Charlotte, NC 28203Tel: 704.332.7754Fax: 704.332.3306Firm License No. F-0831Date:Revisions:PRELIMINARYDO NOTUSE FORCO
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Permitting Plan Set
September 4, 2019
Q:\ActiveProjects\005-13511 WNCSI Beasley\Cadd\Plans\13511 - Cover, Notes, Typicals, Details.dwgSeptember 4, 2019Western North Carolina Stream Initiative - BeasleyAvery County, North CarolinaTitle Sheet005-13511JMSJMASE0.1September 4, 2019Natural Resources
Conservation Service
Prepared By
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SheetChecked By:Job Number:Drawn By:Project Engineer:1430 S. Mint Street, Ste 104Charlotte, NC 28203Tel: 704.332.7754Fax: 704.332.3306Firm License No. F-0831Date:Revisions:PRELIMINARYDO NOTUSE FORCO
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Q:\ActiveProjects\005-13511 WNCSI Beasley\Cadd\Plans\13511 - Planting Plan Overview.dwgSeptember 4, 2019Western North Carolina Stream Initiative - BeasleyAvery County, North CarolinaProject Overview005-13511JMSJMASE0.2September 4, 2019N
0'50'100'150'
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XXX X
X X
XXSHAWNEEHAW LN
185810366757
BEASLEY, MARTHA JO
1010 SHAWNEEHAW AVE
BANNER ELK, NC 28604
185810462214
BEASLEY, MARTHA JO
SHAWNEEHAW AVE
BANNER ELK, NC 28604
185810460519
ROUZER, FRANCES L-TRUSTEE
1064 SHAWNEEHAW AVE
BANNER ELK, NC 28604
185810464629
EGGERS, LINDA ARNOLD
SHAWNEEHAW AVE
BANNER ELK, NC 28604
184800850106
PROPERTIES FOR CHILDREN
HICKORY NUT GAP RD
BANNER ELK, NC 28604
CUT, CLEAR, AND GRUB
STAND OF DEAD PINES.
BURN ON SITE OR USE
FOR IN-STREAM
STRUCTURES PER
ENGINEER'S DISCRETION.
OVERHANG BARN,
OPEN 3 SIDES
185806277795
LEES MCRAE COLLEGE
HICKORY NUT GAP RD
BANNER ELK, NC 28604
8" PVC
8" PVC8"
PVC
8" PVC
3650 3650
3650
36553660
3650
3650
365036553660
3665
3645
365036503650
365
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3645
364
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3650365036553660366536703675368
0
36
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36
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0364036453650365536603665364536453645
3650BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT3
6
5
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3
6
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0
364
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36453645364536453
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53645 CUT, CLEAR, AND GRUB
STAND OF DEAD PINES.
BURN ON SITE OR USE
FOR IN-STREAM
STRUCTURES PER
ENGINEER'S DISCRETION.
100+00
101+00
102+00103+00
10
4
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0
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0
0
107+
0
0
108+00
10
9
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0
113
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11
4
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0115+00116+00116+94ELK RI
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GENERAL NOTES:
1. CONTACT NORTH CAROLINA "ONE CALL" CENTER (1-800-632-4949) PRIOR TO COMMENCEMENT OF
WORK. ALL DAMAGE TO UTILITIES BY CONTRACTOR SHALL BE REPAIRED AT CONTRACTOR'S
EXPENSE.
2. CONTRACTOR TO REPAIR DISTURBED AREAS ON ALL PROPERTIES ACCESSED TO PRE-EXISTING
CONDITION.
3. CONTRACTOR SHALL DISPOSE OF EXCESS SOIL, ROCK, GRAVEL AND OF CLEARED AND GRUBBED
MATERIALS INCLUDING TREES, SHRUBS, AND INVASIVE SPECIES AT AN APPROPRIATE LOCATION IN
ACCORDANCE WITH APPLICABLE LAWS & REGULATIONS.
4. DISPOSE OF TRASH AND DEBRIS GENERATED OR COLLECTED DURING WORK ACTIVITIES OR
INDICATED ON PLANS AND DISPOSE OFFSITE IN ACCORDANCE WITH APPLICABLE LAWS &
REGULATIONS.
CONSTRUCTION NOTES:
1. LOCATION OF FEATURES TO BE DELINEATED BY ENGINEER IN FIELD. NO CONSTRUCTION
SURVEY IS NEEDED FOR HORIZONTAL LAYOUT, HOWEVER MEASUREMENTS AND SURVEY
WILL BE REQUIRED AS NECESSARY TO ACHIEVE DIMENSIONS IN DETAILS.
2. EXCESS CUT MATERIAL FROM BANK GRADING TO BE REMOVED FROM 100 -YEAR FLOODPLAIN
TO SUITABLE ON-SITE LOCATION (TO BE DETERMINED WITH LANDOWNER PERMISSION).
3. WORK SHALL BE LIMITED TO AN AREA THAT CAN BE STABILIZED WITH SEED, STRAW AND
MATTING BY THE END OF EACH WORK DAY.
4. REMOVE INVASIVE SPECIES FROM PROJECT AREA AND DISPOSE OF PROPERLY.
5. ALL STONE AND BOULDERS SHOULD BE HARVESTED FROM THE PROJECT AREA.
6. CONTRACTOR SHALL REPAIR FARM ROADS, AND RESTORE IT TO PRE -PROJECT CONDITION
PRIOR TO DEMOBILIZATION.
7. BACKFILL AREAS SHALL BE FILLED WITH PRIMARILY CLAY MATERIAL. FILL SHOULD BE
INSTALLED IN COMPACTED HORIZONTAL LIFTS NO THICKER THAN 12".
NOTE:
TOPOGRAPHIC SURVEY WAS DERIVED FROM NORTH
CAROLINA'S QUALITY LEVEL 1 (QL1) LiDAR IN COMBINATION
WITH WILDLANDS ENGINEERING SURVEY.
Existing Features
Existing Property Line
Existing Thalweg
----100------- Existing Major Contour
FEMA FP FEMA FP
Existing Minor Contour
Existing Penceline
Existing FEMA Floodway
Existing FEMA Floodplain
Existing Sanitary Sewer
a .:+
Existing Road
gr. Existing Tree
OExisting Sewer Manhole
EROSION CONTROL NOTES:
1. CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION AND SEDIMENT CONTROL
DEVICES IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS.
ADDITIONAL EROSION AND SEDIMENT CONTROL BASED ON WEATHER CONDITIONS
OR ADDITIONAL DISTURBANCE SHALL BE AT CONTRACTOR'S EXPENSE.
2. WORK SHALL BE LIMITED TO AN AREA THAT CAN BE STABILIZED WITH SEED, STRAW
AND MATTING BY THE END OF EACH WORK DAY.
3. LOCATE EQUIPMENT AND MATERIALS STAGING LOCATIONS SO AS TO MINIMIZE SITE
DISTURBANCE. ENGINEER TO APPROVE ANY STAGING AREAS NOT DEPICTED ON
PLANS.
4. INSTALL SILT FENCE ON STREAM SIDE OF ALL SOIL STOCKPILE AREAS OR STAGING
AREAS THAT CREATE BARE GROUND CONDITIONS OR STAGE OTHER MATERIALS OR
EQUIPMENT THAT COULD LEAD TO POLLUTION OF ADJACENT LAND OR WATER.
S. CONTRACTOR SHALL FOLLOW APPROVED HAUL ROUTES DEPICTED ON PLANS AND
SHALL NOT DISTURB OTHER AREAS WITHOUT ENGINEER APPROVAL.
6. INSTALL APPROPRIATE EROSION AND SEDIMENT CONTROL DEVICES PRIOR TO
COMMENCING WORK.
7. CONTRACTOR RESPONSIBLE TO INSTALL ADEQUATE MEASURES WHEN CROSSING
LIVE STREAMS AT EXISTING FORD CROSSINGS IN ORDER TO PREVENT EROSION AND
SEDIMENTATION.
8. EQUIPMENT BROUGHT TO PROJECT SITE SHALL BE CLEAN AND FREE OF LEAKS.
9. CONTRACTOR TO MAINTAIN ALL EQUIPMENT AT LEAST 100 FEET AWAY FROM
STREAM AND SHALL MANAGE ALL FLUIDS TO PREVENT LEAKING ONTO GROUND OR
TO ALLOW FOR IMMEDIATE CLEAN-UP.
10. APPLY SEED AND STRAW TO ALL DISTURBED AREAS.
11. ALL DISTURBED AREAS SHALL BE GRADED, SEEDED AND STABILIZED SUCH THAT THE
SITE IS RETURNED TO CONDITIONS AT LEAST AS GOOD AS BEFORE THE PROJECT
BEGAN.
Proposed Features
10+00
i _ Proposed Thalweg Alignment
• • • •...... • • • •.. • • •- Proposed Bankfull
B B B Proposed Back of Bench
- T T Proposed Toe of Bank
Proposed Major Contour
Proposed Minor Contour
Permanent Ford Crossing 2
s.4
Proposed Structures
Proposed Rock Cross Vane 1
5.2
OOk= 2
Proposed Rock Sill 5.1
QProposed Rock) -Hook 2
W
Proposed Rock Vane
5.1
Proposed Riffle Per Plans 1 3
5.1
Proposed Brush Toe with Geolift 1
5.4
Proposed Rock Toe with Geolift 3
5.5
Erosion and Sediment Control Features
--01 - - - - - - - -- Ol Proposed Temporary Silt Fence
LOn LOD
Proposed Limits of Disturbance
Proposed Construction Entrance
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Morphologic Characteristics Table
Elk River DA = 4,827 ac = 7.54 sq mi
Existing
Proposed
Proposed Ranges
1
Stream Type
C4
C4
C4
2
Bankfull Area
s9 ft
81.2
80-86
80-86
3
Bankfull Width
ft
35.6
31-37
31-37
4
Mean Bankfull Depth
ft
2.7
2.3-2.6
2.3-2.6
5
Max. Depth
ft
4.16
3.0-3.7
3.0-3.7
6
Width/Depth Ratio
11
12-16
12-16
7
Floodprone Width
ft
>100
>100
>100
8
Entrenchment Ratio
3.3
>2.2
>2.2
9
Bank Height Ratio
1.1
1.0
1.0
10
Sinuosity
1.46
1.46
1.46
11
Avg. Water Surface Slope
ft/ft
.0041
.0041
.0041
12
Riffle Slope
ft/ft
.008-0.16
.006-016 .016
.006 - .016
13
Riffle Length
ft
37-60
28-107
28-107
14
Max. Pool Depth
ft
5-7
6
6
15
Pool to Pool Spacing
ft
400-650
110-250
110-250
16
Pool Length
ft
80-125
60-120
60-120
17
Inner Berm Area
s4 ft
NA
NA
NA
18
Inner Berm Width
ft
NA
NA
NA
19
Avg. Inner Berm Depth
ft
NA
NA
NA
20
Inner Berm Max. Depth
ft
I NA
I NA
I NA
Erosion and Sediment Control Features
--01 - - - - - - - -- Ol Proposed Temporary Silt Fence
LOn LOD
Proposed Limits of Disturbance
Proposed Construction Entrance
Proposed Temporary Ford Crossing
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SheetChecked By:Job Number:Drawn By:Project Engineer:1430 S. Mint Street, Ste 104Charlotte, NC 28203Tel: 704.332.7754Fax: 704.332.3306Firm License No. F-0831Date:Revisions:PRELIMINARYDO NOTUSE FORCO
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Q:\ActiveProjects\005-13511 WNCSI Beasley\Cadd\Plans\13511 - Planting Plan Overview.dwgSeptember 4, 2019Western North Carolina Stream Initiative - BeasleyAvery County, North CarolinaTrout Buffer Variance005-13511JMSJMASE0.4September 4, 2019N
0'50'100'150'
(HORIZONTAL)
LTB LTB LTB
RTB RTB
EXISTING STREAM ALIGNMENT
EXISTING LEFT TOP OF BANK
EXISTING RIGHT TOP OF BANK
UNDISTURBED 25' TROUT BUFFER
TROUT BUFFER ENCROACHMENT
ENCROACHMENT SUMMARY
TOTAL EXISTING LENGTH OF PROJECT STREAM: 1,500 LF
TOTAL ENCROACHMENT AREA: 0.87 ACRES
LONGEST CONTIGUOUS ENCROACHMENT: 1,425 LF
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XXX X
X X
XXSHAWNEEHAW LN
185810366757
BEASLEY, MARTHA JO
1010 SHAWNEEHAW AVE
BANNER ELK, NC 28604
185810462214
BEASLEY, MARTHA JO
SHAWNEEHAW AVE
BANNER ELK, NC 28604
185810460519
ROUZER, FRANCES L-TRUSTEE
1064 SHAWNEEHAW AVE
BANNER ELK, NC 28604
185810464629
EGGERS, LINDA ARNOLD
SHAWNEEHAW AVE
BANNER ELK, NC 28604
184800850106
PROPERTIES FOR CHILDREN
HICKORY NUT GAP RD
BANNER ELK, NC 28604
185806277795
LEES MCRAE COLLEGE
HICKORY NUT GAP RD
BANNER ELK, NC 28604
8" PVC
8" PVC8"
PVC
8" PVC
3650 3650
3650
36553660
3650
3650
365036553660
3665
3645
365036503650
365
0
3645
364
5
3650365036553660366536703675368
0
36
8
5
36
5
0364036453650365536603665364536453645
36500+001+00
2+
0
0
3+00
4+00
5+006+00
7+00
8
+
0
09+0010+0011+0012+00
13+
0
014+0015+0015+37ELK RI
V
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LTBLTBLTBLTBLTBLTBLTBLTBLTBLTBLTBLTBLTBLTBLTBLTBLTBLTBLTBLTBLTBLTBLTBLTBLTBLTBLTBLTBLTBLTBLTBLTBLTBLTBLTB LTBLTBLTBRTBRTBRTBRTBRTBRTBRTBRTBRTBRTBRTBRTBRTBRTBRTBRTBRTBRTBRTBRTBRTBRTBRTBRTBRTBRTBRTBRTBRTB RTBRTBRTB
SheetChecked By:Job Number:Drawn By:Project Engineer:1430 S. Mint Street, Ste 104Charlotte, NC 28203Tel: 704.332.7754Fax: 704.332.3306Firm License No. F-0831Date:Revisions:PRELIMINARYDO NOTUSE FORCO
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Q:\ActiveProjects\005-13511 WNCSI Beasley\Cadd\Plans\13511 - Cover, Notes, Typicals, Details.dwgSeptember 4, 2019Western North Carolina Stream Initiative - BeasleyAvery County, North CarolinaElk RiverTypical Section005-13511JMSJMASE1.0September 4, 2019Typical Section: Meander Pool
Not to Scale
STA: 109+50
Typical Section: Riffle
Not to Scale
STA: 107+50
NOTES:
1.A MINIMUM 10' BANKFULL BENCH TO BE CONSTRUCT
ON BOTH SIDES OF THE CHANNEL.
2.TYPICAL SECTIONS WILL VARY BASED ON EXISTING
CONDITIONS.
10:1
VARIES
50' MIN
6.0'
MIN 5.0'
PROPOSED GRADE
EXISTING GRADE
PROPOSED BANKFULL
M
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2
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MIN 4:1
INSIDE
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TIE TO EXISTING GRADE
2.5:1 MAX
TIE TO EXISTING GRADE
2.5:1 MAX
10' MIN
BANKFULL BENCH
10:1
10' MIN
BANKFULL BENCHVARIES VARIES
VARIES
31' - 37'
TIE TO EXISTING GRADE
2.5:1 MAX
2.5:1VARIES
3.0' - 3.7'
10' MIN
BANKFULL BENCH
EXISTING GRADE
PROPOSED GRADE
PROPOSED BANKFULL
BOTTOM WIDTH
VARIES
13' - 23'
10' MIN
BANKFULL BENCH
TIE TO EXISTING GRADE
2.5:1 MAX
10:110:1
0'20'40'60'(HORIZONTAL)N0'2'4'6'(VERTICAL)Q:\ActiveProjects\005-13511 WNCSI Beasley\Cadd\Plans\13511 - Plan and Profile.dwg September 4, 2019
005-13511
JMS
JM
ASE
2.1
September 4, 2019 Sheet IndexWestern North Carolina Stream Initiative - Beasley
Avery County, North Carolina
Elk River
Stream Plan and ProfileSheet 2.1Sheet 2.2Sheet 2.3Sheet 2.4Sheet
Checked By:
Job Number:
Drawn By:
Project Engineer:
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: 704.332.7754
Fax: 704.332.3306
Firm License No. F-0831
Date:Revisions:PRELIMINARYDO NOTUSE FORCON
S
T
RU
C
T
ION36403645 365036553640364536503655102+00102+50103+00103+50104+00104+50105+00105+50106+00106+00-0.6%STA = 102+34.15ELEV = 3648.00STA = 102+62.45ELEV = 3647.82Proposed GradeExisting GradeProposed BankfullSTA = 104+32.63
ELEV = 3646.91
STA = 105+29.33
ELEV = 3646.41
FEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSX 365036503650102+00103+00104+00105+001
0
6
+
0
0 ELK RIVERE
L
K
R
I
V
E
R
C
R
-
C
RCR-CRHARVEST EXISTING ROCKAND USE FOR IN-STREAMSTRUCTURESBBBBBBBBBBBBBBBBBBBBBBBBBBBB BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBB
B
B
BTTTTTTTTTTTTTT
T
T
T
TTTTTTTTTTTTTTTT
T
T
T365036503645KEEP EXISTING ROCKTOE INTACT8" PVCDO NOT DISTURBSANITARY SEWERMATCH LINE - STA 106+00
0'20'40'60'(HORIZONTAL)N0'2'4'6'(VERTICAL)Q:\ActiveProjects\005-13511 WNCSI Beasley\Cadd\Plans\13511 - Plan and Profile.dwg September 4, 2019
005-13511
JMS
JM
ASE
2.2
September 4, 2019 Sheet IndexWestern North Carolina Stream Initiative - Beasley
Avery County, North Carolina
Elk River
Stream Plan and ProfileSheet 2.1Sheet 2.2Sheet 2.3Sheet 2.4Sheet
Checked By:
Job Number:
Drawn By:
Project Engineer:
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: 704.332.7754
Fax: 704.332.3306
Firm License No. F-0831
Date:Revisions:PRELIMINARYDO NOTUSE FORCON
S
T
RU
C
T
ION36403645 365036553640364536503655106+00106+50107+00107+50108+00108+50109+00109+50110+00110+50-0.7%-1.1%STA = 106+34.10ELEV = 3646.45STA = 107+41.82ELEV = 3645.74
STA = 108+57.13
ELEV = 3645.30
STA = 108+93.98
ELEV = 3644.90
STA = 109+61.90
ELEV = 3642.00
STA = 110+30.00
ELEV = 3644.40Proposed GradeExisting GradeProposed BankfullSTA = 110+18.69
ELEV = 3644.00FEMA FPFEMA F
W FEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FPFEMA FP
FEMA FP FEMA FPFEMA FP
FEMA FP
F
EM
A
F
P
FEMA FP FEMA FP
FEMA FP FEMA FP FEMA FP
FEMA
F
P
FEMA F
W FEMA F
W FEMA F
W FEMA F
W FEMA F
W FEMA F
W FEMA F
W FEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWSSSSSSSSSSSSSSSSSSS20+0020
+
8
9 3650365036503650 3650365036453645
3650
3655 3650106+00107+00108+00109+00110+00111+00 ELK RIVER
UT1CR-CRCR-CRCR-CRCR-CRCR-CRBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT364536503650
3645
3645DO NOT DISTURBSANITARY SEWERINSTALL FORD CROSSINGSEE DETAIL 2, SHEET 4.4MATCH LINE - STA 106+00MATCH
L
INE
-
STA
110+50
0'20'40'60'(HORIZONTAL)N0'2'4'6'(VERTICAL)Q:\ActiveProjects\005-13511 WNCSI Beasley\Cadd\Plans\13511 - Plan and Profile.dwg September 4, 2019
005-13511
JMS
JM
ASE
2.3
September 4, 2019 Sheet IndexWestern North Carolina Stream Initiative - Beasley
Avery County, North Carolina
Elk River
Stream Plan and ProfileSheet 2.1Sheet 2.2Sheet 2.3Sheet 2.4Sheet
Checked By:
Job Number:
Drawn By:
Project Engineer:
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: 704.332.7754
Fax: 704.332.3306
Firm License No. F-0831
Date:Revisions:PRELIMINARYDO NOTUSE FORCON
S
T
RU
C
T
ION36353640 364536503635364036453650110+50110+50111+00111+50112+00112+50113+00113+50114+00114+50115+00STA = 114+40.00
ELEV = 3642.76
-1.6%Proposed GradeExisting GradeProposed BankfullSTA = 110+77.49ELEV = 3643.74STA = 111+96.90ELEV = 3642.86
FEMA F
W FEMA F
W FEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWSS SS SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS20+8930+0030+3
6 365036553660366536453645364536453645111+00112+00113+00114+00115+00ELK RIVERCR-CRCR-JZCR-CR
UT2BBBBBBBBBBBBBBBBBBBB
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT
TTTTTTTTTTT36503645364536453645364536458" PVCRESHAPE RIFFLE SO THALWAGIS IN CENTER OF CHANNELTIE ROCK VANE INTO EXISTINGBOULDER AT TAIL OF RIFFLECONSTRUCT DRAINAGECHANNELMATCH LINE - STA 110+50
MATCH LINE - STA 1
1
5
+
0
0
0'20'40'60'(HORIZONTAL)N0'2'4'6'(VERTICAL)Q:\ActiveProjects\005-13511 WNCSI Beasley\Cadd\Plans\13511 - Plan and Profile.dwg September 4, 2019
005-13511
JMS
JM
ASE
2.4
September 4, 2019 Sheet IndexWestern North Carolina Stream Initiative - Beasley
Avery County, North Carolina
Elk River
Stream Plan and ProfileSheet 2.1Sheet 2.2Sheet 2.3Sheet 2.4Sheet
Checked By:
Job Number:
Drawn By:
Project Engineer:
1430 S. Mint Street, Ste 104
Charlotte, NC 28203
Tel: 704.332.7754
Fax: 704.332.3306
Firm License No. F-0831
Date:Revisions:PRELIMINARYDO NOTUSE FORCON
S
T
RU
C
T
ION36353640 364536503635364036453650115+00115+50116+00116+50117+00117+50117+58STA = 115+03.05ELEV = 3641.78STA = 115+38.03ELEV = 3638.75Proposed GradeExisting GradeProposed BankfullFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWSSS
SS
SS
SS
SS
SS
SS
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS364536453
6
5
0
364536403645114+00 115+00 116+00117+00117+58ELK RIVERCR-CRBBBBBBBBB
BB B B B B BTTT T T TTTTTTTTTTTT T T T T TTTTTTTTTT36453645 36453645RESHAPE RIFFLE SO THALWAGIS IN CENTER OF CHANNEL CONSTRUCT DRAINAGECHANNELMATCH LINE - STA 115+00
0'50'100'150'
(HORIZONTAL)SheetChecked By:Job Number:Drawn By:Project Engineer:1430 S. Mint Street, Ste 104Charlotte, NC 28203Tel: 704.332.7754Fax: 704.332.3306Firm License No. F-0831Date:Revisions:PRELIMINARYDO NOTUSE FORCO
NSTR
UCTI
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Q:\ActiveProjects\005-13511 WNCSI Beasley\Cadd\Plans\13511 - Planting Plan Overview.dwgSeptember 4, 2019Western North Carolina Stream Initiative - BeasleyAvery County, North CarolinaElk RiverPlanting Plan005-13511JMSJMASE3.0September 4, 2019N
Riparian Zone
Riparian Forest Buffer - 3 rows of bare roots (Average)
Tree/Shrub Establishment - 1 row of bare roots
Species Common Name Spacing (ft)Stratum # of Stems
Alnus serrulata Tag Alder 6 Canopy 15%
Quercus phellos Willow Oak 6 Canopy 15%
Platanus
occidentalis Sycamore 6 Canopy 15%
Betula nigra River Birch 6 Canopy 15%
Quercus pagoda Cherrybark Oak 6 Canopy 10%
Quercus michauxii Swamp Chestnut
Oak 6 Canopy 15%
Fraxinus
pennsylvanica Green Ash 6 Canopy 15%
Streambank Zone
Live Stakes: 2 rows planted along banks
Species Common Name Spacing (ft)Stratum # of Stems
Physocarpus
opulifolius Ninebark 6 Shrub 20%
Cornus
ammomum Silky Dogwood 6 Shrub 40%
Salix sericea Silky Willow 6 Shrub 40%
Permanent Riparian Seeding
To be planted within Streambank and Riparian Forest Zones
Pure Live Seed (20 lbs/ acre)
Approved Date Species Comman
Name Stratum Desity
(lbs/acre)
All Year Panicum
rigidulum
Redtop
Panicgrass Herb 3.0
All Year Agrostis hyemalis Winter
Bentgrass Herb 3.0
All Year Chasmanthium
latifolium River Oats Herb 2.0
All Year Rudbeckia hirta Blackeyed
Susan Herb 1.0
All Year Coreopsis
lanceolata
Lanceleaf
Coreopsis Herb 1.0
All Year Carex vulpinoidea Fox Sedge Herb 3.0
All Year Panicum
clandestinum Deertounge Herb 3.0
All Year Elymus virginicus Virginia Wild
Rye Herb 2.0
All Year Asclepias syrica Common
Milkweed Herb 0.2
All Year Baptisia australis Blue False
Indigo Herb 0.2
All Year Gaillardia
pulchella
Annual
Gaillardia Herb 1.0
All Year Echinacea
purpurea
Pale Purple
Coneflower Herb 0.6
Temporary Seeding
Pure Live Seed
Approved Date Species Common
Name Stratum Denisty
(lbs/acre)
Aug 15 - May 1 Secale cereale Rye Grain Herb 140
May 1 - Aug 15 Setaria italica German Millet Herb 50Stabilization Seeding Outside Riparian Zone
Approved Date Species Common
Name Stratum Density
(lbs/acre)
All Year Festuca
arundinacea Herb Tall Fescue 80FEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FPF
EM
A
F
P
FEMA
F
P
F
EMA
FP
F
EMA
F
P
FEMA
F
P
FEM
A
F
P
FE
M
A
F
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A
F
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FEM
A
F
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M
A
F
P
FEM
A
F
P FEMA FP FEMA FPFEMA
F
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FEMA
F
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FE
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A
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A
F
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FEMA FPFEM
A
F
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FE
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A
F
P
FEM
A
F
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FEMA
F
P
FEM
A
F
P
FE
M
A
F
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FEMA FP
FE
M
A
F
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FEMA FPFEMA FPFEMA FPF
EM
A
F
P
FE
M
A
F
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FE
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A
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FE
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A
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PFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWFEMA FWF
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A
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A
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A
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FEMA
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M
A
FW
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FEMA F
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FEMA FW
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FEMA FW FEMA FW FEMA FW FEMA FW FEMA FW FEMA FW FEMA FW
FEMA FW
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F
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F
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FEMA
F
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FEMA FW
S
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SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
S
S
S
S
XXX X
X X
XXSHAWNEEHAW LN
185810366757
BEASLEY, MARTHA JO
1010 SHAWNEEHAW AVE
BANNER ELK, NC 28604
185810462214
BEASLEY, MARTHA JO
SHAWNEEHAW AVE
BANNER ELK, NC 28604
185810460519
ROUZER, FRANCES L-TRUSTEE
1064 SHAWNEEHAW AVE
BANNER ELK, NC 28604
185810464629
EGGERS, LINDA ARNOLD
SHAWNEEHAW AVE
BANNER ELK, NC 28604
184800850106
PROPERTIES FOR CHILDREN
HICKORY NUT GAP RD
BANNER ELK, NC 28604
185806277795
LEES MCRAE COLLEGE
HICKORY NUT GAP RD
BANNER ELK, NC 28604
8" PVC
8" PVC8"
PVC
8" PVC
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT100+00
101+00
102+00103+00
10
4
+
0
0105+00106+
0
0
107+
0
0
108+00
10
9
+
0
0110+00111+001
1
2
+
0
0
113
+00
11
4
+
0
0115+00116+00116+94ELK RI
V
E
R
UT1UT2
SheetChecked By:Job Number:Drawn By:Project Engineer:1430 S. Mint Street, Ste 104Charlotte, NC 28203Tel: 704.332.7754Fax: 704.332.3306Firm License No. F-0831Date:Revisions:PRELIMINARYDO NOTUSE FORCO
NSTR
UCTI
O
N
Q:\ActiveProjects\005-13511 WNCSI Beasley\Cadd\Plans\13511 - ESC.dwgSeptember 4, 2019Western North Carolina Stream Initiative - BeasleyAvery County, North CarolinaErosion and Sediment Control005-13511JMSJMASE4.0September 4, 2019N
0'50'100'150'
(HORIZONTAL)FEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FPFEMA FPF
EM
A
F
P
FEMA
F
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FP
F
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FE
M
A
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A
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F
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A
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A
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XXX
X
X
X
XXSHAWNEEHAW LN
185810366757
BEASLEY, MARTHA JO
1010 SHAWNEEHAW AVE
BANNER ELK, NC 28604
185810462214
BEASLEY, MARTHA JO
SHAWNEEHAW AVE
BANNER ELK, NC 28604
185810460519
ROUZER, FRANCES L-TRUSTEE
1064 SHAWNEEHAW AVE
BANNER ELK, NC 28604 185810464629
EGGERS, LINDA ARNOLD
SHAWNEEHAW AVE
BANNER ELK, NC 28604
184800850106
PROPERTIES FOR CHILDREN
HICKORY NUT GAP RD
BANNER ELK, NC 28604
BBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBBTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT185806277795
LEES MCRAE COLLEGE
HICKORY NUT GAP RD
BANNER ELK, NC 28604
LODLODLODLODLODLODLODLODLO
D
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LODLODLOD
LOD
LOD
LOD LOD LODLODLODLOD
LODLODLODLODLODSTAGING AND
STOCKPILE AREA
[x][x][x][x][x][x][x][x][x][x][x][x][x][x][x][x][x][x][x]100+00
101+00
102+00103+00
10
4
+
0
0105+00106+
0
0
107+
0
0
108+00
10
9
+
0
0110+00111+001
1
2
+
0
0113+
00
11
4
+
0
0115+00116+00116+94OVERHANG BARN,
OPEN 3 SIDES
INSTALL TEMPORARY
FORD CROSSING
INSTALL
PERMANENT FORD
CROSSING
PROTECT
SANITARY SEWER
PROTECT SANITARY
SEWER
PROTECT SANITARY
SEWER
CUT, CLEAR, AND GRUB
STAND OF DEAD PINES.
BURN ON SITE OR USE
FOR IN-STREAM
STRUCTURES PER
ENGINEER'S DISCRETION.
ELK RIVER
UT1UT2[x]
[x][x]
SheetChecked By:Job Number:Drawn By:Project Engineer:1430 S. Mint Street, Ste 104Charlotte, NC 28203Tel: 704.332.7754Fax: 704.332.3306Firm License No. F-0831Date:Revisions:PRELIMINARYDO NOTUSE FORCO
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Q:\ActiveProjects\005-13511 WNCSI Beasley\Cadd\Plans\13511 - Cover, Notes, Typicals, Details.dwgSeptember 4, 2019Western North Carolina Stream Initiative - BeasleyAvery County, North CarolinaElk RiverDetails005-13511JMSJMASE5.1September 4, 20191
4.1
Constructed Riffle
Not to Scale
FLOW
TOE OF SLOPE (TYP)RIFFLE BOTTOMWIDTH PERTYPICAL SECTIONSPlan View
A A'
SEE PROFILE
FOR LENGTH OF RIFFLE
B
B'
Profile A-A'
TOP OF BANK (TYP)
Section B-B'
TOP OF BANK (TYP)
HEAD OF RIFFLE ELEVATION
POINT PER PROFILE
TAIL OF RIFFLE ELEVATION
POINT PER PROFILE
SALVAGED ONSITE
COBBLE BED MATERIAL
AND IMPORTED CLASS I STONE RIFFLE INVERT PER PROFILE
SALVAGED ONSITE
COBBLE BED MATERIAL
AND IMPORTED CLASS I STONE
18"18"2
4.1
Rock Sill
Not to Scale
CR-CR
Toe Vane
Not to Scale
4
4.1
5°HTOE OF
SLOPE
FOOTER LOG
TOP OF BANK
Profile B - B'
INVERT ELEVATION
PER PROFILE
HEADER LOG
Z
SCOUR
POOLFLOW
EXCAVATE POOL
PER PROFILE
Plan View
A'
ATOP OF BANK (TYP)TOE OF SLOPE (TYP)15°
4"-8" STONE
OR ON-SITE COBBLE
HEADER LOG
EXTEND FILTER FABRIC
5' MIN. UPSTREAM
Section A-A'
FOOTER LOG
STABILIZE VANE
WITH ONE BOULDER
ON EACH SIDE20'10'B
B'
FLOW
2'
NONWOVEN
FILTER FABRIC
EMBED RIFFLE MATERIAL
NOTES:
1.STRUCTURES SHOULD VARY IN SIZE AND TYPE WITHIN EACH RIFFLE.
2.IMPORTED CLASS I STONE MAY BE USED IF NO SUITABLE ONSITE
COBBLE/GRAVEL BED MATERIAL IS FOUND, WITH APPROVAL FROM THE
DESIGNER.FLOWTOE OF SLOPE (TYP)Plan View
A
A'
B B'
Profile A-A'
EMBED 10'
INTO
BANK (TYP)
SILL ELEVATION
PER PROFILETOP OF BANK (TYP)SILL ELEVATION PER PROFILE
TOP OF BANK5'FILTER FABRIC
EXTEND FILTER
FABRIC 5' MIN.
UPSTREAM
CLASS 2 HEADER STONE
FOOTER BOULDER
CAN BE SUBSTITUTED WITH MIX OF
BALLAST,No. 57, CLASS A/B/I MATERIAL
WITH ENGINEER'S APPROVAL
Section B-B'
6" SALVAGED ONSITE
COBBLE/GRAVEL
BED MATERIAL
ENSURE BOULDERS
OR ROCK BACKFILL
TRAVELS UP BANK SLOPE
A MINIMUM OF 1'
1' MIN
MIXED STONE TOE OR BRUSH PACK
IF DEEMED NECESSARY BY THE ENGINEER
IN THE FIELD
BANKS SHALL BE RAKED,
SEEDED WITH A TEMPORARY MIX
OF PEARL HEADED MILLET AND
FESCUE, AMENDED WITH FERTILIZER
AND THAN MATTED OVER WITH
700G EROSION CONTROL MATTING
10'
Temporary Silt Fence Gravel Outlet
Not to Scale
4' MIN.
Section ViewPlan View Front View
3'
INSTALLATION:
REFER TO THE PLANS FOR LOCATIONS AND SPECIFICATIONS. DURING INSTALLATION OF THE SILT BARRIER
OR SILT FENCE, INSPECT THE INSTALLATION TO DETERMINE IF OUTLETS ARE NEEDED ACCORDING TO THE
CRITERIA SET FORTH IN THE SPECIFICATIONS FOR THE BARRIER AND FENCE. IF THERE ARE QUESTIONS OR
PROBLEMS WITH THE LOCATION, EXTENT, OR METHOD OF INSTALLATION, CONTACT THE ENGINEER,
ARCHITECT, OR RESPONSIBLE PERSONNEL ON THE SITE FOR ASSISTANCE. EROSION CONTROL PERSONNEL
HAVE COPIES OF INSTRUCTIONS AND MAY HAVE PHOTOGRAPHS OF PROPERLY INSTALLED OUTLETS AS AN
AID TO INSTALLATION.
IF THE SILT FENCE OUTLET IS NOT INSTALLED CORRECTLY THE FIRST TIME, IT WILL HAVE TO BE REBUILT.
DETERMINE THE EXACT LOCATION ON THE GROUND BEFORE COMPLETING INSTALLATION OF THE SILT
FENCE, TAKING INTO CONSIDERATION:
INSTALL THE OUTLET AT THE LOWEST POINT (S) IN THE BARRIER OR FENCE WHERE WATER WILL POND.
INSTALL THE OUTLET WHERE IT IS ACCESSIBLE FOR INSTALLATION, MAINTENANCE, AND REMOVAL.
ALLOW AT LEAST:
15 FEET BETWEEN THE BARRIER OR FENCE AND SINGLE-STORY BUILDINGS.
25 FEET FOR FORK LIFTS BETWEEN THE BARRIER OR FENCE AND MULTIPLE-STORY BUILDINGS.
10 FEET BETWEEN THE BARRIER OR FENCE AND THE TOE OF FILL SLOPES.
PLACE THE OUTLET SO THAT WATER FLOWING THROUGH IT WILL NOT CREATE AN EROSION HAZARD
BELOW: AVOID STEEP SLOPES BELOW THE OUTLET AND AREAS WITHOUT PROTECTIVE VEGETATION. USE
SLOPE DRAINS IF NECESSARY.
DETERMINE THE LOCATION OF THE OUTLET: FOR A SILT BARRIER, WHEN THE TRENCH IS DUG TO BURY THE
BOTTOM OF THE FABRIC BECAUSE THE BARRIER WILL BE OMITTED AT THE OUTLET; FOR A SILT FENCE,
WHEN THE WIRE FENCE IS IN PLACE BECAUSE THE FILTER FABRIC WILL BE OMITTED AT THE OUTLET.
REFER TO THE ILLUSTRATIONS OF THE OUTLET IN THE PLAN.
CLEAR STUMPS AND ROOTS FROM THE LOCATION OF THE OUTLET. CLEAR ADEQUATE ACCESS FOR THE
EQUIPMENT NEEDED FOR INSTALLATION, MAINTENANCE, AND REMOVAL.
FOR A SILT BARRIER:
JUST BELOW THE GAP IN THE BARRIER, PLACE A LAYER OF
FILTER FABRIC ON THE GROUND TO PROTECT THE SOIL
FROM EROSION BY OUTFLOW FROM THE OUTLET; PLACE 6
INCHES OF THE UPPER EDGE IN THE TRENCH. STAKE THE
REMAINING EDGES OF THE FABRIC TO HOLD IT IN PLACE.
ALONG THE GAP WHERE THE OUTLET WILL GO, PLACE
STEEL FENCE POSTS FOR STRENGTH. THE POSTS MUST BE
A MAXIMUM OF 2 FEET APART AND DRIVEN INTO SOLID
GROUND AT LEAST 18 INCHES.
PLACE HARDWARE CLOTH (WELDED GALVANIZED SCREEN
WITH SQUARE 1/4 - 1/2-INCH HOLES) ON THE UPHILL SIDE
OF THE POSTS TO HOLD THE WASHED STONE IN PLACE.
PUT 6 INCHES OF THE BOTTOM OF THE CLOTH IN THE
TRENCH AND FASTEN IT TO THE POSTS WITH LENGTHS OF
WIRE.
BURY THE BOTTOM OF THE HARDWARE CLOTH AND THE
UPPER EDGE OF THE FILTER FABRIC BELOW THE OUTLET IN
THE TRENCH AND COMPACT THE FILL.
PLACE A FILTER OF 1-INCH DIAMETER WASHED STONE ON
THE UPHILL SIDE OF THE OUTLET. PILE THE STONE UP TO
THE TOP OF THE HARDWARE CLOTH AND OVER THE JOINT
BETWEEN THE OUTLET AND THE BARRIER.
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH
SILT FENCE
END OF FILTER FABRIC
STEEL FENCE POST
SET MAX 2' APART
TOP OF SILT FENCE
MUST BE AT LEAST 1'
ABOVE THE TOP OF
THE WASHED STONE
FILTER FABRIC
ON GROUND
BURY WIRE FENCE
AND HARDWARE CLOTH
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF 1" DIA.
WASHED STONE
FILTER OF 1" DIA.
WASHED STONE
END OF FILTER FABRIC
SILT FENCE
3
5.1
SheetChecked By:Job Number:Drawn By:Project Engineer:1430 S. Mint Street, Ste 104Charlotte, NC 28203Tel: 704.332.7754Fax: 704.332.3306Firm License No. F-0831Date:Revisions:PRELIMINARYDO NOTUSE FORCO
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Q:\ActiveProjects\005-13511 WNCSI Beasley\Cadd\Plans\13511 - Cover, Notes, Typicals, Details.dwgSeptember 4, 2019Western North Carolina Stream Initiative - BeasleyAvery County, North CarolinaElk RiverDetails005-13511JMSJMASE5.2September 4, 2019TOE OF SLOPE (TYP)
TOP OF BANK (TYP)13 Bankfull ChannelMinimumLENGTH
O
F
VANE A
R
M
(20')
A
A'
15°
Plan View
Profile View
B-B'
STRUCTURE INVERT
ELEVATION POINT
PER PROFILE
Section A-A'
4"-8" STONE
2'
TOE OF SLOPETYPE 2
FILTER FABRIC
EXTEND FILTER
FABRIC 5' MIN.
UPSTREAM
CHANNEL BED
SLOPE (5°)HTOE OF SLOPE (TYP)
TOP OF BANK (TYP)
STRUCTURE INVERT ELEVATION
PER PROFILE HEADER ROCK
FOOTER ROCK
EXTEND FILTER
FABRIC 5' MIN.
UPSTREAM
4"-8" STONE
OR ON-SITE
COBBLE
EXCAVATE POOL
PER PROFILE
Rock Cross Vane
Not to Scale
1
4.2
B'
B
θ FLOWSCOUR POOL TO BE
EXCAVATED PER DIRECTION
OF THE ENGINEER.
A'
ATOE OF SLOPETOP OF BANKSLOPE (5°)1/2 to 3/4BANKFULLSTAGE (X)TOP OF BANK
ELEVATION POINT PER PROFILE.
STRUCTURE ELEVATION POINT
LOCATED ON HEADER ROCK.VAN ARMLENGTH (20')1/3
BANKFULL
WIDTH OF
CHANNEL
Section A-A'
Plan
Profile B-B'
B'
B
Rock J-Hook
Not to Scale
2
4.2
MIX CLASS
A /1 STONE
OR ON-SITE
COBBLE
2'
TOE OF SLOPETYPE 2
FILTER FABRIC
EXTEND FILTER
FABRIC 5' MIN.
UPSTREAM
CHANNEL BED
Erosion Control Matting
Not to Scale
Section View
ECO-STAKE (TYP)
EROSION CONTROL
MATTING (TYP)
Plan View
ECO-STAKE (TYP)TOP OF BANK
TOE OF SLOPE
TOE OF SLOPE 12"2"2"Typical Stake
TOP OF BANK
SECURE MATTING IN
6" DEEP TRENCH
3' M
A
X
.
SPAC
I
N
G
6" MIN. OVERLAP IN
DOWNSTREAM DIRECTION
AT MAP ENDS
4
4.2 6" MIN1.25".4"Eco-Stake
TYPICAL STAKE (TYP)
TYPICAL STAKE (TYP)
TYPICAL STAKE ALONG
TOE AND TOP8"4"
Temporary Silt Fence
Not to Scale
NOTES:
1.USE WIRE A MINIMUM OF 32" IN WIDTH AND
WITH A MINIMUM OF 6 LINES OF WIRES WITH 12"
STAY SPACING.
2.USE FILTER FABRIC A MINIMUM OF 36" IN WIDTH
AND FASTEN ADEQUATELY TO THE WIRES AS
DIRECTED BY THE ENGINEER.
3.PROVIDE 5' STEEL POST OF THE SELF-FASTENER
ANGLE STEEL TYPE. ANGLE STEEL TYPE.
WIRE
TOP AND BOTTOM STRAND
SHALL BE 10 GAUGE MIN.
MIDDLE AND VERTICAL WIRES
SHALL BE 12 12 GAGE MIN.
8' MAX. WITH WIRE
(6' MAX. WITHOUT WIRE)
FILTER FABRIC
EXISTING GROUNDFILTER FABRIC
COMPACTED FILL
STEEL POST2'-0" DEPTHEXTEND FABRIC
INTO TRENCH
3
4.2 [x]MUST TRENCH TOE STAKE
MUST TRENCH TOP
OF BANK STAKE
10' MIN
10'
NOTES:
1.MATTING MUST BE TRENCHED IN AT TOE AND
TOP OF BANK.
SheetChecked By:Job Number:Drawn By:Project Engineer:1430 S. Mint Street, Ste 104Charlotte, NC 28203Tel: 704.332.7754Fax: 704.332.3306Firm License No. F-0831Date:Revisions:PRELIMINARYDO NOTUSE FORCO
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Q:\ActiveProjects\005-13511 WNCSI Beasley\Cadd\Plans\13511 - Cover, Notes, Typicals, Details.dwgSeptember 4, 2019Western North Carolina Stream Initiative - BeasleyAvery County, North CarolinaElk RiverDetails005-13511JMSJMASE5.3September 4, 201970'12'PUBLIC ROADCLASS A STONE
8" MIN. DEPTH
NOTES:
1.PROVIDE TURNING RADIUS SUFFICIENT TO
ACCOMMODATE LARGE TRUCKS.
5.LOCATE CONSTRUCTION ENTRANCE AT ALL POINTS
OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED.
PROVIDE FREQUENT CHECKS OF THE DEVICE AND
TIMELY MAINTENANCE.
6.MUST BE MAINTAINED IN A CONDITION WHICH
WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOP DRESSING WITH
STONE WILL BE NECESSARY.
7.ANY MATERIAL TRACKED ONTO THE ROADWAY
MUST BE CLEANED IMMEDIATELY.
8.USE CLASS A STONE OR OTHER COARSE AGGREGATE
APPROVED BY THE ENGINEER.
9.PLACE FILTER FABRIC BENEATH STONE.
Construction Entrance
Not to Scale
1
4.3
Live Staking
Not to Scale
3
4.3
Bare Root Planting
Not to Scale
1 2 3 4 5 6
INSERT THE DIBBLE, OR
SHOVEL, STRAIGHT DOWN
INTO THE SOIL TO THE FULL
DEPTH OF THE BLADE AND
PULL BACK ON THE HANDLE
TO OPEN THE PLANTING
HOLE. (DO NOT ROCK THE
SHOVEL BACK AND FORTH
AS THIS CAUSES SOIL IN THE
PLANTING HOLE TO BE
COMPACTED, INHIBITING
ROOT GROWTH.
REMOVE THE DIBBLE, OR
SHOVEL, AND PUSH THE
SEEDLING ROOTS DEEP INTO
THE PLANTING HOLE. PULL THE
SEEDLING BACK UP TO THE
CORRECT PLANTING DEPTH
(THE ROOT COLLAR SHOULD BE
1 TO 3 INCHES BELOW THE SOIL
SURFACE). GENTLY SHAKE THE
SEEDLING TO ALLOW THE
ROOTS TO STRAIGHTEN OUT.
DO NOT TWIST OR SPIN THE
SEEDLING OR LEAVE THE ROOTS
J-ROOTED.
INSERT THE DIBBLE, OR
SHOVEL, SEVERAL INCHES IN
FRONT OF THE SEEDLING
AND PUSH THE BLADE
HALFWAY INTO THE SOIL.
TWIST AND PUSH THE
HANDLE FORWARD TO
CLOSE THE TOP OF THE SLIT
TO HOLD THE SEEDLING IN
PLACE.
PUSH THE DIBBLE, OR
SHOVEL, DOWN TO THE
FULL DEPTH OF THE BLADE.
PULL BACK ON THE HANDLE TO
CLOSE THE BOTTOM OF THE
PLANTING HOLD. THEN PUSH
FORWARD TO CLOSE THE TOP,
ELIMINATING AIR POCKETS
AROUND THE ROOT.
NOTES:
1.ALL SOILS WITHIN THE BUFFER
PLANTING AREA SHALL BE DISKED, AS
REQUIRED, PRIOR TO PLANTING.
2.ALL PLANTS SHALL BE PROPERLY
HANDLED PRIOR TO INSTALLATION TO
INSURE SURVIVAL.
DIBBLE BAR
PLANTING BAR SHALL HAVE A
BLADE WITH A TRIANGULAR
CROSS-SECTION, AND SHALL BE 12
INCHES LONG, 4 INCHES WIDE AND
1 INCH THICK AT CENTER.
ROOTING PRUNING
ALL ROOTS SHALL BE PRUNED TO
AN APPORIATE LENGTH TO
PREVENT J-ROOTING.
RESTORED
CHANNEL
BANKFULL
BUFFER WIDTH
VARIES
Section View
4
4.3
ONE ROW TO
BE PLANTED
ALONG TOP
OF BANK
Section View
TOP OF BANK
LIVE STAKE (TYP)
EROSION CONTROL
MATTING
(SEE DETAIL)
Plan View
LIVE STAKE (TYP)2' TO 3' LIVE STAKETAPERED AT BOTTOM1/2" TO 2"
DIAMETER
Live Stake Detail
NOTE:
1.2 ROWS OF LIVE STAKES TO BE PLANTED 6' APART
ALONG BOTH BANKS ON ALL OF THE PROJECT
REACHES.
6'
TOP OF BANK
TOE OF SLOPE
TOE OF SLOPE
2'
MIN
UT1 BANK GRADING
Not to Scale
2
4.3
EXISTING GRADE
PROPOSED GRADE
MIN 2:
1
MIN 2:1
TOP OF BANK
TOE OF BANK
INSTALL RIFFLE MATERIAL
D50 = 8"
8" MIN
SheetChecked By:Job Number:Drawn By:Project Engineer:1430 S. Mint Street, Ste 104Charlotte, NC 28203Tel: 704.332.7754Fax: 704.332.3306Firm License No. F-0831Date:Revisions:PRELIMINARYDO NOTUSE FORCO
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Q:\ActiveProjects\005-13511 WNCSI Beasley\Cadd\Plans\13511 - Cover, Notes, Typicals, Details.dwgSeptember 4, 2019Western North Carolina Stream Initiative - BeasleyAvery County, North CarolinaElk RiverDetails005-13511JMSJMASE5.4September 4, 2019Brush Toe with Geolifts
Not to Scale
1
4.4
BRUSH TOE NOTES:
1.OVEREXCAVATE 3' OUTSIDE OF TOP OF BANK (BANKFULL).
2.INSTALL BASE LOGS PARALLEL TO FLOW AT TOE OF SLOPE. DIAMETER 6"-12".
3.INSTALL BASE LOGS PERPENDICULAR TO FLOW AT INTERVALS ALONG BANK,
RESTING ON TOP OF PARALLEL BASE LOGS. BASE LOGS SHALL BE 6"-12” DIAMETER.
4.INSTALL A DENSE LAYER OF BRUSH/WOODY DEBRIS, WHICH SHALL CONSIST OF
SMALL BRANCHES AND ROOTS COLLECTED ON-SITE AND SOIL TO FILL ANY VOID
SPACE. LIGHTLY COMPACT BRUSH/WOODY DEBRIS LAYER.
5.BRUSH SHOULD BE ALIGNED SO STEMS ARE ROUGHLY PARALLEL AND IS INSTALLED
POINTING SLIGHTLY UPSTREAM.
6.INSTALL EARTH BACKFILL OVER BRUSH/WOODY LAYER ACCORDING TO TYPICAL
SECTION DIMENSIONS.
7.SEED, MULCH AND INSTALL EROSION CONTROL MATTING AND BANK STABILIZATION
PER PLANS.
Plan View of Brush Toe Only
TOP OF BANK (BANKFULL)
Section A-A'
BASE LOG
4"-6" DIAMETER
DENSELY PACKED BRUSH, WOODY DEBRIS AND SOIL
TRENCH MATTING
DENSELY PACK BRUSH, WOODY DEBRIS AND SOIL
IN BETWEEN BASE LOGS
BASE LOGS PERPENDICULAR TO FLOW
TOE OF SLOPE
2' MIN
VARIES'
BRUSH MATERIAL TO BE
INSTALLED FLUSH
WITH BANK
FLOW
A
A'
EROSION CONTROL MATTING
TOP
O
F
B
A
N
K
(
T
Y
P
)
TOE
O
F
S
L
O
P
E (
T
Y
P)
TOE
O
F
S
L
O
P
E
(
T
Y
P
)
TOP
O
F
B
A
N
K
(
T
Y
P
)
BASE LOGS PARALLEL TO FLOW
BACKFILL
NATIVE SOIL
BASE LOG
6-12" DIAMETER
ELEV. 6" BELOW
POOL DEPTH
ELEV. 6" ABOVE
DOWNSTREAM
RIFFLE INVERT
COIR MATTING WRAPPED AROUND SOIL LIFT
BANKFULL WIDTH PER TYPICAL SECTIONS
LIVE CUTTINGS
12"
12"
COMPACTED BACKFILL
18" TO 36"2"
UPHILL
Typical Stakes2"12"
(Geolift Removed for Clarity)
12" THICK GEOLIFT, STACKED 3 HIGH
AND WRAPPED IN COIR MATTING
12"
Ford Crossing
Not to Scale
2
4.4
Installation Notes:
Operate heavy grading equipment from the top of the banks to the maximum
extent possible.
Installation of the stream crossing shall not raise or lower the stream bed at the
crossing. Do not manipulate the stream channel upstream or downstream of
the crossing unless specified in engineering plans.
Cut slopes must be treated according as soon as possible after grading.
Operation and Maintenance:
Install gates to exclude livestock from crossing at all times except when crossing
is being used to move livestock.
Inspect the crossing and the fencing after any significant rainfall event.
If sediment or other debris accumulates at the bottom of the ramps, carefully
remove without damaging stone base or filter cloth. Spoil material shall not be
placed in the stream.
Contact SWCD or NRCS personnel if problems with the crossing or components
of the crossing arise.
18
>5:1
>5:1
25
21
20
4-12" stone mixed with
crusher run, 12" thickness
SheetChecked By:Job Number:Drawn By:Project Engineer:1430 S. Mint Street, Ste 104Charlotte, NC 28203Tel: 704.332.7754Fax: 704.332.3306Firm License No. F-0831Date:Revisions:PRELIMINARYDO NOTUSE FORCO
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Q:\ActiveProjects\005-13511 WNCSI Beasley\Cadd\Plans\13511 - Cover, Notes, Typicals, Details.dwgSeptember 4, 2019Western North Carolina Stream Initiative - BeasleyAvery County, North CarolinaElk RiverDetails005-13511JMSJMASE5.5September 4, 2019Temporary Ford Crossing
Not to Scale12"WATER DIVERSION
CHANNEL
WATER DIVERSION
CHANNEL
CLASS A/B STONE
NOTES:
1.FORD CROSSING SHALL BE INSTALLED
PERPENDICULAR TO CHANNEL BANKS.
2.MAINTAIN DIVERSION CHANNEL TO
INSURE RUNOFF DOES NOT ENTER
CHANNEL.
3.CONTRACTOR SHALL DETERMINE
APPROPRIATE FORD DIMENSIONS.
Plan View TOP OF BANK16' MINMAINTAIN LOW FLOW THALWEG
THROUGH CROSSING
1
5.5
NOTES:
1.INSTALL CLASS B/1 RIPRAP MIXTURE IN 1.0'
LIFTS. COMPACT EACH LIFT.
2.SET MATTING FOR FIRST LIFT.
3.INSTALL SOIL AND COMPACT WITH PLATE
COMPACTER.
4.SEED, MULCH AND INSTALL EROSION CONTROL
MATTING AND BANK STABILIZATION PER PLANS.
5.REPEAT FOR SUBSEQUENT LIFTS.
FLOW
A
A'
TOP
O
F
B
A
N
K (
T
Y
P
)
TOE
O
F
S
L
O
P
E (
T
Y
P
)
TOE
O
F
S
L
O
P
E
(
T
Y
P
)
TOP
O
F
B
A
N
K
(
T
Y
P
)24"2"
UPHILL2"CLASS B/1 BACKFILL
TOP OF BANK (BANKFULL)
TOE OF SLOPE
CLASS B/1 BACKFILL
NATIVE SOIL
ELEV. 12" BELOW
CHANNEL BED
COIR MATTING WRAPPED AROUND SOIL LIFT
12"
COMPACTED BACKFILL 12" THICK LIFT, STACKED 3 HIGH
AND WRAPPED IN COIR
MATTING
12"
3.0' MIN.
TYPE 2 FILTER FABRIC
Section View
Rock Toe with Geolifts
Not to Scale
2
5.5
Typical Stakes
Plan View of Rock Toe Only
(Lift Removed for Clarity)6" ABOVE BASE FLOW ELEVATION
VARIES
TIE TO EXISTING GROUND
12"
TIE TO EXISTING GROUND
WIDTH PER TYPICAL SECTIONS
Q:\ActiveProjects\005-13511 WNCSI Beasley\Cadd\Plans\13511 - Plan and Profile.dwgSeptember 4, 2019Western North Carolina Stream Initiative - BeasleyAvery County, North CarolinaElk RiverEarthwork Sections005-13511JMSJMASE6.1September 4, 2019SheetChecked By:Job Number:Drawn By:Project Engineer:1430 S. Mint Street, Ste 104Charlotte, NC 28203Tel: 704.332.7754Fax: 704.332.3306Firm License No. F-0831Date:Revisions:PRELIMINARYDO NOTUSE FORCO
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Proposed Grade
Existing Grade
Q:\ActiveProjects\005-13511 WNCSI Beasley\Cadd\Plans\13511 - Plan and Profile.dwgSeptember 4, 2019Western North Carolina Stream Initiative - BeasleyAvery County, North CarolinaElk RiverEarthwork Sections005-13511JMSJMASE6.2September 4, 2019SheetChecked By:Job Number:Drawn By:Project Engineer:1430 S. Mint Street, Ste 104Charlotte, NC 28203Tel: 704.332.7754Fax: 704.332.3306Firm License No. F-0831Date:Revisions:PRELIMINARYDO NOTUSE FORCO
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3640
3645
3650
3655
3635
3640
3645
3650
3655
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
114+50.00
3635
3640
3645
3650
3655
3635
3640
3645
3650
3655
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
115+00.00
3635
3640
3645
3650
3655
3635
3640
3645
3650
3655
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
115+50.00
3630
3635
3640
3645
3650
3655
3660
3630
3635
3640
3645
3650
3655
3660
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
116+00.00
3635
3640
3645
3650
3655
3660
3635
3640
3645
3650
3655
3660
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
116+50.00
3635
3640
3645
3650
3655
3635
3640
3645
3650
3655
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
117+00.00
3635
3640
3645
3650
3655
3635
3640
3645
3650
3655
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
117+50.00
3635
3640
3645
3650
3655
3635
3640
3645
3650
3655
0 10 20 30 40 50 60 700-10-20-30-40-50-60-70
Proposed Grade
Existing Grade