SW1190703_Cashiers Lake_7.15.19_Reduced_7/24/2019

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THE ::............. E PROPOSED PROJECT SCHEDULE FOR DREDGING ! RD f
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WATER AN _........ ,
5 D SPAWNING SEASON. THE RESERVOIR WILL BE FILL BA % :::: : ' i .'IJ : , \\\:j - �._.�. FILLED BACK TO NORMAL WATER SURFACE _ / w
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ELEVATION DURING THE END OF CONSTRUCTION BUT BEFORE DUNE 3f} 2Q20. _. / . _..---- ; . f� :; =
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GENE
RAL NOTES . . . MR .. .
1. THESE DOCUMENTS COVER THE IMPROVEMENTS TO THE EXISTING CASHIERS LAKE. IMPRDVEMENTS.ARE TO 11. LANDDESIGN SHALL NOT BE IN CONTROL OR CHARGE OF, AN❑ SHALL NDT BE RESPONSIBLE FOR ACTUAL
INCLUDE EROSION' CONTROL AND GRADING. A GRADING PERMIT WILL BE OBTAINED FROM NCDENR. 6. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE OWNER AND ENGINEER ANY DISCREPANCIES FOUND . . . CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, OR SAFETY PRECAUTIONS IN CONNECTION . . ' .
BETWEEN ACTUAL, FIELD CONDITIONS AND CONSTRUCTION DOCUMENTS AND SHALL WAIT FOR INSTRUCTIONS WITH THE WORK, OR FOR THE ACTS OR OMISSIONS OF CONTRACTORS OR ANY OTHER PERSONS NOT UNDER .
2. THE CONTRACTOR IS CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN PRIOR TO PROCEEDING. THE EMPLOYMENT OF LANDDESIGN.
ON THESE PLANS ARE BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIESVPREVIOUS DESIGN . . - . . ' .. . .. . . . . . . : .
DOCUMENTS, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE 7. PRIOR TO BEGINNING CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE TO VERIFY THAT ALL REQUIRED 12. DEMOLITION WORK SHALL NOT COMMENCE UNTIL GRADING PERMIT HAS BEEN ISSUED.
RELIED ON AS BEING EXACT OR COMPLETE. THE LOCATION OF EXISTING UTILITIES MUST BE VERIFIED.IN THE PERMITS AND APPROVALS HAVE BEEN OBTAINED FROM ALL REGULATORY AUTHORITIES AND SHALL BE
. FIELD BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THOROUGHLY FAMILIAR WITH CONDITIONS OF SAID PERMITS AND INSPECTION REQUIREMENTS. 13. THE CONTRACTOR SHALL VERIFY THE NATURE AND CONDITIONS OF THE SITE.
3. SHOULD UNCHARTED, OR INCORRECTLY CHARTED PIPING OR OTHER UTILITIES BE ENCOUNTERED DURING 8. THE CONTRACTOR SHALT. CONTACT ALL OWNERS OF EASEMENTS, UTILITIES AND RIGHT-OF-WAYS, PUBLIC OR 14. ALL WORK SHALL COMPLY WITH LOCAL, STATE, AND FEDERAL RULES AND REGULATIONS AND SHALL BE
. DEMOLITION, CONSULT PROJECT ENGINEER AND UTILITY OWNER FOR IMMEDIATE ACTION. PRIVATE, PRIOR TO WORKING IN THESE AREAS. SUBJECT TO INSPECTION AT ANY TIME BY REPRESENTATIVES OF THE OWNER, THE ENGINEER, AND THE N.C. . . .
. DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES. . .
4. PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL COORDINATE HIS ACTIVITIES 9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY EXISTING ITEM AND/OR MATERIAL INSIDE OR - .. .
WITH ALL UTILITY COMPANIES SERVING THIS AREA. THE CONTRACTOR IS TO COORDINATE FULLY WITH THE OUTSIDE THE CONSTRUCTION LIMITS. .15. ALL CONSTRUCTION SHALL BE SUBJECT TO TESTING AND PERFORMANCE CHECKS BY "THE ENGINEER AND
. UTILITY COMPANIES ON THE EXACT LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO DEMOLITION, REGULATORY AGENCIES_ .
CONSTRUCTION, AND EXCAVATION. 10.. CONTRACTOR SHALT. MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC ARE PROTECTED .
. FROM INJURY. .
5. CONTRACTOR SHALL VERIFY AND PROTECT ALL PUBLIC UTILITIES. ANY WORK ASSOCIATED WITH UTILITIES TO .
BE COORDINATED WITH APPROPRIATE UTILITY COMPANY. .
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.,LEGEND
- - - - - - - - - - 40 PROJECT BOUNDARY
00 EXIST. PROPERTY LINEIROW
A
---------- I MAPIAGEMENTUr,
E rA_
EXIST. EASEMENT
WHITE &ALTMARSH
POTTS OANOE POINT LLC
EXIST. MAJOR CONTOUR U70 MCCARLEY ..
CAFE FAMILY LTD . .... CASHIERS�VILLP,08 LLC
PARTNERSHIP C410E POINT LLO EXIST. MINOR CONTOUR
... ... .... .. . ...... ........
MARSTON
CASHERS: VILLAGE LLG
XIST. TREE LINE
2
EXIST. WETLANDS
, OAKI
EXIST. STREAM
PROECT BOUNDARY 30'ORW BUFFER — — — — — — —
--A
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EWST. M�T�AD ell
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BUM6ARNER
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30, ORW
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EXIST, WETLANDS
n1V �2) EXIST% :.BUFFER.(TYP)
(TYP) .......... ... .. ....
8111x 6191, CM1 %
ELLIPTICAI
NV+ OUT:t3,4761
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COLUNS
1951-1998
SURVEYED SEDIMENT
y ENCROACHMENT INTO
CASHIERS LAKE
LEHN
1998-PRESENT SURVEYED SEDIMENT
ENCROACHMENTINTO
CASHIERS LAKE ... .... ..... . . . .......................
EXIST. WALL
........ .......... .... .... ..... ... . .
EXIST,
.. ... .. ......
O'SANITARY
SEWER EASEMENT.
. ... ... ...... .. .... . . .... ..... ... . / ... ... .. . . ...
EXIST- 20'ACCrSS
... .... . ..... .
EXIST
.40'5ANITA
EASEMENT.
SEWER EASEMENT: j
ERITYP)
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EXIST. GRAVEL
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EXISM TREE LINE'�
EXIST, LAKE EDGE
""',;JACKSON COUNTY I
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BUFFER (TYP):
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NWON
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------------------ EXIST. FORCE AIN
X1 ST WOODED AREA
;,T OVERHEAD
!EXIST+ GRAVEL ROAD
UTILITIES (TYP)
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(TYP) BUFFER 4f'
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'EXIST. PRIVATE WELL
SEWER EASEM
ENT
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.00
ITARY.
EXJST+ 16'SAN
E4pTr GRAV�L
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JACKSON COUNTY
-(WIDTH VARIES)
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30'ORW 7-<, , �, �1' - . . ......
IL COMMANDER LEHN LLC
BUFFER(TYP)
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---------- 3v ORW
CASHIERS ER (TYP)
40'
Bui,
-LOPMENT LLC ----------- . . . ... .... ..
41t
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41
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41 MOO! .1
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CASHIERS CALL 1-800-632-4949
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100 S. ORANGE AVE., SUITE 700
ORLANDO, FL 32801
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ENG� FIRM LICENSE # C-9520
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PROJECT
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DREDGING PLAN
LANDOESIGN PRGJ.#
8118068
REVISION / ISSUANCE
.... .... .......
NO. DESCRIPTION DATE
1 NCDENR 10.01,18
2 NCDENR 07.12.19
DESIGNED BY: MBT
DRAWN BY: MBT
CHECKED BY: RRW
SCALE NORTH
VERT: N/A
HORZ, V=100'
0 50, 100, 2ool
Slqr= TITLE
EXISTING CONDITIONS PLAN
SHEET WMBEF?
ci -00
V12�2011311:49AM NIKKICURLEY LAKE MASTER PLAN& PERMITTING�8118068_CASHIERS LAKE MASTER PLAWCAULONSTRUGTION OOCUMENTS�PLN-EXIST CONDITtONS.OWG
ORIGINAL SHEET SIZE: 24" X 36

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WATER
98
18.00
RESIDENTIAL 2 ACRE
65
42.45
RESIDENTIAL 1 ACRE
68
137.59
COMMERCIAL AND BUSINESS
92
78.64
OPEN SPACE GOOD
61
36.78
WOODS GOOD
55
358.35
TOTAL
64.11
671.81M-
TIME OF CONCENTRATION SUMMARY
TYPE LENGTH SLOPE
SHEET FLOW
100,
2.0%
0.4665 HR
SHALLOW CONCENTRATED FLOW
707'
10.5%
0.0376 HR
CHANNEL FLOW SEGMENT #1
903,
9.06%
0.0377 HR
CHANNEL FLOW SEGMENT #2
2296'
11.5%
0.0813 HR
CHANNEL FLOW SEGMENT #3
6422'
14.6%
0.4209 HRS
TOTAL
1.0439 HR
SOIL TYPES
SYMBOL
SOIL GROUP
EdD
EDNEYVILLE -CHESTNUT
A
CdE
CHANDLER GRAVELY FINE SANDY LOAM
A
NkA
NIKWASI FIN SANDY LOAM
BID
SyA
SYLVA, WHITESIDE
B
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CALL 1-800-032-4949
N.C. ONE -CALL CENTER
IT•S THE LAW!
LandDesign.
100 S. ORANGE AVE., SUITE 700
ORLANDO, FL 32801
407.270.7800
WWW.LANDDESIGN.COM
ENG. FIRM LICENSE # C-9520
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CASHIERS TOWNSHIP
JACKSON COUNTY, NC
LANDOESIGN PROJ-#
8118068
REVISION 1 ISSUANCE
NO. DESCRIPTION DATE
1 NCDENFZ 10.01.18
2 NCDENR 07,12.19
DESIGNED BY. MBT
DRAWN BY: MBT
CHECKED BY: RRW
SCALE NORTH
VERT: NIA
HORZ: 1 "=500'
I<- -----------------------
0 25 T 500, 1000,
SHEET TrTLE
DRAINAGE AREA MAP
SHEET NUMBER
c 1 -0 1
71121201911:29 AM NIKKI CURLEY W201 M8II&M CASHIERS LAKE MASTER PLAN & PERMITTING18118068 CASHIERS LAKE MASTER PI.AIACAMONS7RucTiDN DOCUMENTSlPLN•DRAINAGE AREA. DWG

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IS CLASSIFIED AS OUTSTANDING RESOURCE WATERS. I \ - , ­1 k` BE PROTECTED ,' , -,. -'.-- _ .... _ 7� � ", : .. . ..... , ,� . , mm� , 11, \ \ _, , _. � -- / / / / ,
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WATERSHED PROTECTION AND THEIR ASSIGNS WILL __ _.... ! ,_ � , --,--.. '' v I �l -_ \, . . .
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DETENTION AND/OR ALL WATER QUALITY smp,s FOR
INSPECTIONS AND MAINTENANCE ENFORCEMENT.
& THE PROPERTY OWNER WILL BE RESPONSIBLE FOR
MAINTAINING THE COMPLETED PERMANENT DETENTION
AND/OR WATER QUALITY BMP'S AS DIRECTED BY THE
GOVERNMENTAL OFFICE HAVING JURISDICTION FOR
WATERSHED PROTECTION.
9� THE PERMANENT DETENTION AND ALL WATER QUALITY
BMP'S SHALL HAVE FULL DESIGN VOLUME AVAILABLE
PRIOR TO ANY ISSUANCE OF CERTIFICATES FOR
OCCUPANCY FOR SITE AND/OR PRIOR TO ANY PLAT
RECORDATION FOR THE SITE. THIS MAY REQUIRE THE
CLEANOUT AND DISPOSAL OF SEDIMENT, ETC.
10, THE CONTRACTOR SHALL SCHEDULE A PRE
CONSTRUCTION MEETING WITH THE LOCAL
WATERSHED ENGINEER, WHEN A PERMANENT
DETENTION AND/OR A WATER QUALITY BMP HAS BEEN
CLEARED AND THE BMP HAS BEEN FIELD STAKED.
11. IMPERVIOUS AREA TO BE BALANCED OVER ENTIRE SITE
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DRAINAGE
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CASHIERS LAKE
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DREDGING PLAN
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CASHIERS TOWNSHIP
JACKSON COUNTY, NC
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LANDDESIGN PROJ.#
REVISION / ISSUANCE
NO. DESCRIPTION DATE
I NCDENR 10-01.18
----.-- -.---
2 NCDENR 07A2.19
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE NMTH
VERT: NIA
HORZ: V=100' 4
­­
amiu_::-_-_-���-----7----"------,----,-----,---,� --- 1.
0 50, 100, 200'
SHCET TFTLE
OVERALL MASTER
WATERSHED PLAN
SHEET NumalER
C2-00
711=0191129AM NIKKICURLEY 0:WGlW1180M_CASHlF_RS LAKE MASTER PLAN& PEPWITTING)CAMCONSTRUCTION D0CUMENTMPLN-WATERSHED.DWG
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ORIGINAL SHEET SIZE., 24" X 3f

LEGEND
. ... ..... ..
---------------- PROJECT BOUNDARY
.... . . .... ......
N-1
-AREA OF DISTURBANC
PROP'. 0) DENUDED LIMITS
'LLC
FOR LA�DOWNI YARD, FOREBAY STRUCTION 19
AND MAI TENANCE ACCESS JR MANAGEMENT EXIST. PROPERTY LINEIROW
A---- ----------
FILL VOLUME
PPROXIMATELY 15o, x 7o,zoiCTRANsmON AREA
co� _i_
R�AL ---------
IN] S rA 7." EXIST. EASEMENT
-n APPROX. 1,000 CY .... . .. .... ....
USED FOR DRYING AND TEMPORARM SOI_� . ..... .... 'Ep 'o.
SToRAGr. APPROXIMATELY 750 CY '�APACITY S7 LLC .... .... 0
I .... ... ...
1D FOR A ... ... . ....... CANOE POINT LLC SALTMARSH
INTENDE NN04L MAINTENANcE OF . ... ..
3470
REMOV�L OF'EXCESS SEDIMENT FR M FOREBAY. MtCARLEY . . . ..... EXIST. MAJOR CONTOUR
CASHIER6VILLAGE LLC
CAFE FAMILY LTD
CAf,40E POINT LLC
POTTS
PARTNERSHIP MORRIS f
MATERIAL HAUL PATH
MARSTON EXIST. MINOR CONTOUR .... ... 3471
...... .. ..... WHITE
% NON -TREATED TIMBER
MATTING OR RIP RAP AS
...... ...... woo,
IMPACT #13 "j
PROP. WETLAND FILL
SURVEYED SEDIMENT NEEDED TO CONNECT EXIST. TREE LINE
34 .. ..... ...... -
EXIST. WETLANDS
(1951-1998) - 0.36 AC ENCROACHMENT INTO DREDGE AREA TO FILL AREA . ..... ......
TO REMAIN
CASHIERS LAKE"
PROP. FOREDAY ACC�SS EXIST, STREAM
PROP. MATTING
FOR STABILIZATION
EXIST. WETLANDS C"
------------ ---------
PROJECT BOUNDARY
30'ORW BUFFER
TEMP. DIVERSION DITCH
TEMP. DIVERSION IN
Al**�_11%1*_O_%� A
DITCH #2 (SEE SHEET
Ofk
PROP. MAJOR CONTOUR ----- 1��
Z;3-04 F DETAILT DENUDED LIMITS
ESTABLISH NEW BASE CHANNEL. AREA - 15.29 AC
O�21 AC OF STABILIZED
TEMP. DIVERSION DITCH #1
GRAVEL ROAD BED TO
(SEE SHEET C3-04 FOR DETAIL)
IMPACT #3 - PROP. BULKHEAD PROP. MINOR CONTOUR
REMAIN IN PLACE AT AN
WETLAND FILL 0.10 AC
ELEV. OF ±3,469- FOR
BUMbARNER PROP. SILT FENCE n n
MAINTENANCE OF FOREBAY #40�
. ....... f TS8 #2 DRAINAGE AREA
53 AC PROP
� \ N, ;;' a 0
TEMP. DUAL 48" CMP e BOUNDARY 6.
FOREBAY TURBIDITY CURTAIN
0LF@MINt0%_ IMPACT 910 P
ROP. DREDGING
.........
WETLAND (1951-1998) 528 AC
ROGERS
30'ORW
FILL VOLUM
IMPACT #11. BUFFER(TYP)
APPROX. 9,000
TWO (2) EXIST� WATER DISTU GEI 3
E DOF . ... ..... ..
ELLIPTICAL 30 LF @ MIN 1.0
BULKbiEAD
0-- TD-,- Tt�­ I
81'x 59' CMP-
. . .. ......
. . ... .. ...
TEMP. DIVERSION."'
PROP. 15CONSTRUCTIO
COLLINS
DITCH 93 (SEE Skg�f�
ACCESS ROAD (TYP)
RY PROP. BULKHEAD & TOTAL DA -
-04
IMPACT#ll TEMP. SEDIMENT BASIN #1
C3 FOR DETA
10-34 AC
WETLAND FILL DENUDED DA - 6� 11 AC
(1951-1998) - 021 AC
w
PROP. 24'
0 LL U> . ..... .... . .
DITCH #7 (SEE SHE
APPROX. 37,000 CY
W X 3ut
W
STONE WEI V� MST. GRAVEL DRIVE
DREDGE CUT VOLUME P,
zo "r TEMP. DIVERSION
. . ... ........ /LEHN
PROP.BULKH
TOP OF WALL ±3474' C3-04 FOR DETAIII . .. . .. ... ..... EXIST. WALL TO
... .. ..... ......
EXIST 20' N CfARY -
BE REMOVED
SEWER EASEMENT _r
'DIVERSION":, .. . . .... ..
....... . .... . CASHIERS LAKE
.. . .... ........ ........ .... ...............
PROP BAFFLE (TYP) EMP
NORMAL POOL ELEV. ±3.471' .. .. ... . .. 10PlU .. ...... .....
. ........ ...
SS
c . .......... ....... ............ 20'ACCE
EXIST.
EXIST. 40'SANITARY
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SEWER EASEMENT
IMPACT#9
r mi 2 - pftq� . . ... .... ...... . ............ .... . .. ....
......... ... . .. .........
PROP. WETLAND F
...... ..... IMPAC
ILL
H 'LEY
OL
WETLAND
.......... . . .. ..
....... . .... ....
NNEC
TO; W
TEMPi
7 TCH SINGLE ROW SILT TEMP DIVERSION
01 17( EXIST. GRAVEL DITCH #6 (SEE SHEET
EXIST, MANOR
C3-04 F ------------ FENCE (TYP) -04 FOR DETAIL)
(TYP C3
PROP.WE
HOUSE
---- -- ...... .
<
. .........
FILL VOLUME
9 NA Cyl
APPROX, 2 0
PROP. NON -TREATED TIMBER
ULKHEADA30
MATTING OR RIP RAP FOR,,
TEMPORARY CAUSEWAY AS
END 0
NEEDED TO ACCESS ALL
DRr p) BULKHEAD
EDGING AREAS (TY . ........
...... ....
TO BE
REMOVED AFTER DREDGING
...... ....
PROP. 14!
. . ..... ...... 00,
EXIST. TREE LINE
--- STONE WEIR
. ..........
K..........
. ... ......
-PRESENT
1998 EXIST. LAKE EDGE
..... ... ...... ... .
SEDIMENT JACKSON COUNTY
ENCROACHMENT INTO EXIST
...... ......
CASHIERS LAKE
GR�VEL
. .... ........ ...... FILL VOLUME
OUTPARC APPROX. 5,00
... .. .... ..
PROP. 16CONSTRUCTION
DENUDED LIWTS
TEMP, SEDIMENT
NEWTON EXIST. DOCK TO
BASIN 92
BEREMOVED
AREA - 3.58 A�C SUPER SILT
ACCESS ROAD (TYP) TOTAL DA 6.53 AC
TSB #1 DRAINAGE AREA FENCE (TYP) DENUDED DA - 2.91 AC
PROP. SILT FENCE (TYP)
BOUNDARY 10.34 AC,
EXIST. FORCE
EXIST. OVERHEAD
- - - ------- XIST. WOODED AREA2 E
EXIST. GRAVEL ROAD . . .... ..... (Typ) UTILITIES (TYP)
EXIST. GRAVEL DRIVE ... -- - -----
(WIDTH VARIES)
N.30'TROUT
30P TROUT
BUFFER(TYP)
'EXIST. BUILDING
(TYP) BUFFER (TYP)
... . ......
. . . . . . . . . .
L
- ------ ----
EXIST. 2V SANITARY
EXIST. BUILDING SEWER EASEMENT
MCCALL
-- --------------
(TYP)
PXIST. WETLANDS
EXIST. 16'SANITARY
(TYP),
T. GRAVEL R
ID VARIES) SEWER EASEMENT ....... ......
... . . .. .......
JACKSON COUNTY
.......... _/ ------------
. ..... . ..... ...
COMMANDER LEHN LLC
f
. .... ... ... .... ... ....
. . ........ ..... .
... . . .....
... . ...... 70 ERS
...... ...... ....... . . .... ........ .......
30'TROUT
BUFFER (TYP) 31Y TROUT J
.. . ...... ....
BUFFER (TYP)
CASHIERS
.. .... .... ..
...... .....
-DEVELOPMENT LLC
Njot
........ . ......
.. ....... .... ... ..... .
... ..... ..... ..
EXIST. STREAM (TYP)
- ----- ...... . .....
(TYP) ------ NOTE: CULVERTS AT THE ROAD CROSSINGS EXIST. BUILDING,
0 ING,
THE CULVERTS SHALL BE RCP TO PROVIDE
r
a_of woo,
MOVEMENT OF AQUATIC LIFE. SUFFICIENT
ACCOMMODATE BOTH THE UPSTREAM AND
441
ALL FLOW REGIMES SO AS TO ...... ---- ....... ...... ----- -----
WATER DEPTH SHOULD BE MAINTAINED IN . .. . .... ...... ...... ...... ....
WHELAN
/Z
. ..... ...... ......
DOWNSTREAM MOVEMENT OF AQUATIC
....... ......
SPECIES. WATER DEPTH INSIDE THE
CULVERT MUST BE ADEQUATE FOR FISH TO
CASHIERS
DEVELOPMENT LLC
BEFORE YOU DIGI
BE COMPLETELY IMMERSED AND ALL OTHER CALL 1 -800�632-4949
N.C. ONr=-CALL CF-NTEF;t
IT'S THE LAW?
AQUATIC LIFE TO MOVE FREELY. THE
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"I C 0r 0 U A I 1 0 M I K I Qr A I r! Alr _r
n I- %DPIA I v I I -
IN
SLOPE AS THE STREAM GRADE TO MAINTAIN
AN ACCEPTABLE WATER VELOCITY FOR
AQUATIC LIFE PASSAGE AND FOR STREAM
SUBSTRATE CHARACTERISTICS TO BE
RETAINED WITHIN THE CULVERT.
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DREDGING PLAN
CASHIERS TOWNSHIP
JACKSON COUNTY, NC
LANDOESIGN PROJA
8118068
REVISION ISSUANCE
NO. DESCRIPTION DATE
1 NCDENR 10.01.18
2 NGOENR 07.12,19
.DESIGNED BY: MBT
DRAWN BY: MBT
CHECKED BY: RRW
SCALE NORTH
VERT: NIA V"A
HORZ: 1"=100'
0 50, loly 200'
SHEET TITLE
EROSION CONTROL PLAN
SHEET NUMBER
C3-00
7112120191i:29AM NIKKICURLEY 0:=18)91 18MB-CASHTERS LAKE MASTER PLAN& PERMITTINWI 18068 CASHIERS LAKE MASTER PLWCA=oNSTRUc;TlON Dor-UMENTSIPLN-EROS)ON CONTROL.DWG ORIGINAL SHEET SIZE: 24" X 36

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F i A -JACKS ENERGY
3455 I DISSIPAT R
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i 3455
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EXISTING DAM CHANNEL PROFILE . . . .
EXISTING GROUND - �- - .
. HORIZONTAL SCALE: 20 FEET PER INCH EXISTING ROCK ----- . .. — . . — . . . . . . .. . NOTE: CONTRACTOR TO NOTIFY ENGINEER OF
VERTICAL SCALE: 2 FEET PER INCH ANY DISCREPNCIES IN EXISTING CONDITIONS OR
PROPOSED TURBIDITY CURTAIN .
. WAVE PROTECTION . . DESIGN (INCLUDING EXISTING TOPO, INVERT
. �: ,<� _..., � . . . ELEVATIONS, DETAILS, ETC.) PRIOR TO
,; - �.. .
CASHIERS LAKE / ��" _ f�' COMMENCEMENT OF WORK. INFORMATION
. .. LAKI ASSOcrATION IIVc ,f_;.- = ,'; "° WITHIN THIS PLAN SET SHOULD NOT BE ASSUMED
31 LF OF E ISTING 18" DIP . ,._ / .
. EMERGENCY DEWATERING PIPE ,/ ;;` // .
EXISTING 1" Pvc COLD INV. IN: 3462.31 // . . .. . . ACCURATE UNTIL FIELD VERIFICATION.
Z.
WATER RELEASE PIPE �. �4�` .
. SHALL BE BEDDED ON A / a �`yl 3
. CONCRETE PfPE CRADLE IIVTAKEMICRO-SCREEN / f� �-,; '., .% Z
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. 30 LF OF EXISTING 1" PVC COLD " .
WATER RELEASE PIP ' Z"4��P .
PROPOSED LAKE DRAIN LEVEL INV. IN: 3463.31 r' "` '`'f 1. ,J;-I . . GRAVEL N . .
?I. r= F� .. . .
FOR DREDGE OPERATION 34B7 f' P ,;..: F I. •` t� 'p, 9 "I'.�'...:I .. .
. EXISTING 18"DIP I E 'a .. -. ,`....... � O �O . . . . ' . . - . . . . .
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SHALL BE BEDDED ON A / DEWATERING PIJIN + . . . -, : _ :,. ...._/:,; . . . . . . . .
CONCRETE PIPE C DLE / AND GENERATOR . . ;: � " .. .. . . . . . .
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_ �,— �` EXISTING TUCKASEGEE WATER & SEWER .� .. .. . . . . .
�� AUTHORITY 8" FORCE MAIN (FIELD LOCATED) . . . . - . .
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_����L ENERGY DISSIPATE R
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EXISTING B' DIAMETER J .
. r PRECAST CONCRETE .
. CASHIERS CANOE '_ R€M:�7250 LE CASHIERS CANOE
CLUB DEVELOPMENT CLUB DEVELOPMENT .
INV. IN: 34BQ.3
. n INY, CHIT: 3460.3 .
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y ! BEFORE YOU DIGI
CALL 4•-800-632-4949
. N.C. ONE -CALL CENTER
IT'S THE LAW!
711Z2019 11:29 AM NIKKI CURLEY OA201WI18068 CASKERS LAKE MASTER PLAN & PERMITTING18118068 CASHIERS LAKE MASTER PLAMCAOICONSTRUCTION DOCUMENTSIPLWOAM.UWG ORIGINAL SHEET SIZE: 24" x 36"
La11�e •
100 S. ORANGE~ AVE., SUITE 700
ORLANDO, FL 3280i
407,270.7800
WW W.LANDDESIGN.CO M
ENG. FIRM LICENSE # C-9520
PROJECT
CASHIERS LAKE
DREDGING PLAN
CASHIERS TOWNSHIP
JACKSON COUNTY, NC
LANDDESIGN PROJX
��BQs .
. REVISION I ISSUANCE
NO. DESCRIPTION DATE
1 NCDENR . 10.01.18
2 NCDENR 07.12A9
.DESIGNED BY: MBT .
DRAWN BY: MBT
CHECKED BY: RRW
SCALE NORTH
VERT: 1 "=2'
HORZ: 1 "=20' (o
-
0 10, 20' ------- 4Q
SHEET TITLE
EROSION CONTROL PLAN
SHEET NUMBER C3-01

SEEDING SPECIFICATION CONSTRUCTION SEQUENCE EROSION AND SEDIMENT CONTROL NOTES
GENERAL 1. CONTRACTOR SHALL VERIFY THAT ALL APPLICABLE PERMITS HAVE BEEN OBTAINED PRIOR TO DEMOLITION LANDFILL PERMIT FROM LOCAL
THE BEGINNING OF CONSTRUCTION, AND HOLD A PRECONSTRUCTION MEETING AND 1- ON
BURIAL PITS REQUIRE AN ON -SITE
SEEDING CAN BE USED FOR TEMPORARY OR PERMANENT STABILIZATION, DISTURBED AREAS OF CITY AUTHORITY.S
THE SITE WHERE CONSTRUCTION ACTIVTY HAS CEASED FOR MORE THAN 14 DAYS (OR MORE COORDINATE WITH OWNER, ENGINEER, AND ALL APPLICABLE REGULATORY AGENCIES. 2• ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF
FREQUENT IF REQUIRED BY THE STATE NPDES PERMIT) SHALL BE TEMPORARARILY SEEDED AND 2. PROJECT IS LOCATED IN AN ENVIRONMENTALLY SENSITIVE AREA AND IS ADJACENT TO A CONTROL ACT AND 1S SUBJECT TO A FINE. NOTE THAT
WATERED. AREAS WHERE FINAL GRADING HAS BEEN COMPLETED FOR MORE THAN 14 DAYS TROUT STREAM. CONTRACTOR SHALL USE EXTREME CARE THROUGHOUT PROJECT. THE SEDIMENT AND POLLUTION
SHALL BE TEMPORARILY OR PERMANENTLY SEEDED, TEMPORARY SEED MIXTURES ARE 3. SUBMIT SHOP DRAWINGS TO ENGINEER FOR REVIEW AND APPROVAL FOR ALL MATERIALS. DENUDED LIMITS DEPICTED ARE APPROXIMATE. CLEARING LIMITS SHALL BE STAKED IN
____._......................... FIE LOW. PERMANENT SEED MIXTURES SHALL BE SEEDED DURING SEASON SPECIFIED. 4 AN OBTAIN PERMISSION
SEED BE❑ PREPARATION {PERMANENT SEEDING SPECIFIED BE IxT CONTRACTOR SHALL NOTIFY ALL AFFECTED PROPERTY OWNERS D O FIELD BASED ON VERTICAL PROFILE AND CROSS-SECTION OF PROPOSED ROADWAY
Terlilizershall he 10.20-20 analysis. Uponwrillen approval of (be Unginecr, a dii%reni FOR PROPERTY ACCESS PRIOR TO PROCEEDING WITH WORK.. AND OTHER PROPOSED IMPROVEMENTS. LIMITS SHALL BE CALCULATED AND FIELD
analy815 of fertilizer may bQ used provided the 1-2-2 ratio is miiniaincd rind lba rntc of � � � � � � PERMANENT SEEDING SPECIFICATIONS 5, CONTRACTOR SHOULD LOCATE ALL EXISTING UTILITIES WITHIN THE DEFINED PROJECT AREA STAKED BASED ON MINIMUM CONSTRUCTION REQUIREMENTS IN AN EFFORT TO
app)ication adjusted to prop ide. the Sainte amount of plant food as a 19-20.20 analysis. 5. DENUDED AREAS,
AS SHOWN IN THE EROSION CONTROL PLAN. CONTRACTOR SHALL NOTIFY ENGINEER IF 3. GRADING ONE ACRE OR MORE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A
THERE ARE ANY DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS.
)Ncr€€Sixer '[bpdressitt HIGH MAINTENANCE AREAS (ALL AREAS ON DAM) VIOLATION OF THE SEDIMENT AND POLLUTION CONTROL ACT AND IS SUBJECT TO A
6. CONTRACTOR SHALL. WORK WITHIN ALLOWABLE CONSTRUCTION LIMITS -SENSITIVE FINE
Fertilizer used fortopdressjng shall be 16-M grade and shall be applied at.11to rate of 504 DATES TYPE PROPERTY OWNERS.
powids per acne [560 kg p,,r hcdaix}. 1?prm u•ritItm appi-c al oftl,e Eztgincer, a differe„ t JULY 25-AUG. 15 BLEND OF 60 LBS/ ACRE OF 4. FOR PHASED EROSION CONTROL PLANS, CONTRACTOR SHALL MEET WITH EROSION
amal}yin of furiilirer miLy re „ucI proviiLd 11,e 2-1.1 ralia is,Imiinlainetl and llus role of MAR. 20-APR. 20 Ii1rNTtfCKY sLUEGRAss [POA 7. CONTRACTOR SHALL MAINTAIN VEHICULAR ACCESS ALONG CASHIERS LAKE ROAD [SR 1113} CONTROL INSPECTOR PRIOR TO COMMENCING WITH EACH PHASE OF EROSION
application adjust A- to p,m•idc The sa,„e amnun,l of plant food as 16-8-8 awlysis. PRATENSIs) AND as AT ALL TIMES. CONTROL MEASURES.
sn 1Qr��rttal Seeain�: LBSIACRE OF RED FESCUE . 8, STABILIZE CONSTRUCTION ENTRANCES AND ACCESS DRIVES WITH GRAVEL AND MULCH. (FEsrucA RUBRA) 5 ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
STAKE CLEARING LIMITS.
'Ibe kinds of sped and proportions shall be tho same as a reified for "Sec js and .9. INSTALL ALL UPLAND SILT FENCE AND OTHER MEASURES AS SHOWN ON PLANS CLEARING REPRESENTATIVE OF THE NCDENR LAND QUALITY INSPECTOR DR THE OWNERS
p n p REPRESENTATIVE.
lLinlch-tar, and the rate of applicaiirnt may Katy from 25t to 75#per acre [231 g to s51 g TROUT' BUFFER OUTSIDE OF DAM AREA ONLY AS NECESSARY TO INSTALL THESE DEVICES.
per ltetare). The actual rate per acre (hectare} will be detennir ed by the Gngiizee.r prior
10. ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NC 6• ALL SLOPES MUST BE SEEDED AND MULCHED WITHIN 14 CALENDAR DAYS.
to tIre time nt hTrdressing and Li,e Cernracinr �viEt he nntifietl ir, w,;ti„g Of file Fate per e, 7. SLOPES SHALL BE GRADED NO STEEPER THAN 2:1. ALL SLOPES 3:1 OR STEEPER
[hectare), totat quantity needed, and areas on which to apply the supplemental seed. Native Grans Seed En Anil aiuiehing Blnee�asp EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL AND U5 DEPT. OF
Miiii stun tillage egtup,rieni, cone isling of a sod seeder shall be tiled for incorporaling seed REQUIRE EROSION CONTROL MATTING, SC250 OR EQUIVALENT UNLESS OTHERWISE
ante the soil as to prevent disturbance of ex sting vegetation, A clodhuster {hall andct,ain} Tdative Gras4 Seeding and Mulching sh; l be perfarr, ecd on the distw$ed areas of wetlands, AGRICULTURE. STATED.
may be used where dngre4 of slope prevents the use of a sod seeder. and ad*ent €n Stream Relncatinn andTrovt St,nam onRtru,on =ti,;n a Sn root (lr, 'I 1. CALL FOR ON -SITE INSPECTION BY INSPECTOR AND ENGINEER.
meter) zone on boil, sides of the streatn{ordepressiol,}. rncast,red tram top of'stream $_ THERE ARE NO CURRENT APPARENT EROSION CONTROL PROBLEMS ON SITE.
Mowing; batik. (ox,tw eroi'detmssiorA'nit stream bunk ofilne strean, Relocation shall be seeded 12. CONTRACTOR SHALL LOWER THE LAKE FROM THE NWSE OF 3471'TO 3467. THE DEWATERING NECESSARY T PREVENT EROSION AND
inin n,nin inau'ing iteigl,t shall be 6 inches [150 nun). by hand, liydroseedezwirliin pomk compliance, andior other n,ethodthatdoer, not alter OF THE LAKE SHALL BE A GRADUAL PROCESS AND THE MAXIMUM RATE OF ©RAW©OWN IS 0.5' CONTRACTOR SHALT TAKE PROCEDURES AS NEC SS D E D
thotypi4w crossscctiouofthe sircan bank. Native Grass .ndmgai,d _miplching sluill aho SEDIMENT TRANSPORT DURING CONSTRUCTION.
be performed in the I'emtaneat sail Reird'or"merA Niat section oil7eFo•med xot,r PER DAY. THE WATER FROM THE LAKE DRAWDOWN SHALL BE BYPASSED TO THE EXISTING
I DURING THE LAKE DRAWDOWN PROCESS CONTRACTOR SHALL ENSURE 9• ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES, IF NECESSARY, SHALL BE
IVi,live Grass Seeding imd h4E:lehing slmll be p rfo,r,ed in axorxtance with Section 1(><p 1To1cs. CHATTODGA R VER
off a Standard speeaficatians and vegetative cover stiffiaiertttn restrain Oros€rm shall be IMPLEMENTED AS REQUESTED BY THE NCDNER INSPECTOR OR ENGINEER.
;nsttllad ianmediateIy follotsing grade establislu,te,n. TL,kinds (if and f�,rrlLer, and div raicsnf npplivnlion oFsxd, fQ&1irer> and THE WATER BEING REMOVED FROM THE LAKE INTO THE RIVER IS FREE OF SEDIMENT. IF
firnesl,me, shall be 16 SWEixl belovi. Duringpv-rsads of uverhpping date& the kirt,Sofseed SEDIMENT BECOMES A PROBLEM DURING THE DEWATERING PROCESS CONTRACTOR SHALL 10. STORM SEWER SYSTEM SHALL BE INSTALLED A$ SOON AS POSSIBLE DURING THE
tulle used a,ali be del er,ni„ea by the r.,igiiiecr. All ran „e inn potns t tdier acre CONSTRUCTION PROCESS, AND ALL RUNOFF SHALL BE DIRECTED TO THE DRAINAGE
i(kilognims CONTACT ENGINEER IMMEDIATELY.
�ugti t 1 -3nne 1 May I . &ptenibb 1 13. ONCE THE LAKE IS LOWERED THE CONTRACTOR SHALL MAINTAIN MINIMUM BASE FLOW AT SYSTEM.
ALL TIMES TO THE CHATTOOGA RIVER OF 0.5 CFS {7Q10 INFORMATION TAKEN FROM NSGS}. 11. PRIOR TO STORM SEWER SYSTEM INSTALLATION ALL RUNOFF LEAVING THE SITE SHALL
all. [2akg} Icenttizky F3tncgraws 25P (28kg) Keulncl y Rluerxass BE ROUTED THROUGH SEDIMENT CONTROL DEVICES PRIOR TO DISCHARGE OFFSITE.99[9kg} BigRtuosten, Re(ft) RigRlnesietn THE MINIMUM BASE FLOW SHALL BE ACCOMPLISHED BY USING EITHER MECHANICAL PUMP OR CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THIS REQUIREMENT ONS}TE
6�(7kg) Wia grass a;*(rkg) iiidini,erass SIPHON SYSTEM AND SHALL REMAIN IN OPERATION THROUGHOUT THE DREDGING AND
441[5kg) DURING ALL PHASES OF CONSTRUCTION.
35,ft) Rye Grain 25kOft) German or Broitntop ]fillet REFILLING PROCESS.
snnr{sr,nk�3 Te7.ilf7er sin fsrnxg3 rr>t;,;nr 14. CONTRACTOR SHALL INSTALL &STABILIZE CONSTRUCTION ENTRANCES INTO LAKE BED. 12. THE CONTRACTOR SHALL INSTALL AND MAINTAIN INLET PROTECTION AROUND ALL
aoao� {450Q1cg) .Limestmlz anoa� lasaol �) Limestone DRAINAGE STRUCTURES UNTIL ALL CONSTRUCTION HAS BEEN COMPLETED.
15. CONTRACTOR SHALL INSTALL TEMP. SEDIMENT BASIN #1 WITH ALL ASSOCIATED TEMP. 13. PROVISIONS TO PREVENT EROSION OF SOIL FROM THE SITE SHALL CONFORM TO
AppravcdKentucky 33luegrnss [iiltcars: DITCHES AND SILT FENCE AND TURBIDITY BAFFLES PRIOR TO ANY ACTIVITY WITHIN THE LAKE
LOCAL CITY AND STATE REQUIREMENTS.
colonl,l Fylkn (Hadol Kenbenger BED. 14. THE CONTRACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES UNTIL
Columl,a Fylkng Gtadc xx,b,uo 16. ONCE CONTRACTOR HAS APPROPRIATELY INSTALLED TEMP. SEDIMENT BASIN #1,
h4erit rliisn $atn 1 ]t,igb} PERMANENT VEGETATION HAS BEEN ESTABLISHED. THE CONTRACTOR MUST CLEAN
s,,lsToadidotim l"anlagc CONTRACTOR SHALL BEGIN INSTALLING TD #1 TO ESTABLISH NEW STABILIZED BASE
CHANNEL, WITH ASSOCIATED TEMPORARY CROSSINGS TO ALLOW UPPER BASIN BASE FLOW ALL SEDIMENT TRAPS AS REQUIRED.
rEM�ORARYSElrD1NGSPECIFICATIONS..- Ts TO BYPASS THE DREDGING AREA. 15. FAILURE TO INSTALL, OPERATE AND MAINTAIN ALL. EROSION CONTROL MEASURES, AS
- ..:,.. SHOWN ON THE APPROVED PLANS OR AS DIRECTED BY THE OWNER/PROJECT
_._....:...... ....... 97.
.........................................:.. _
.....,...., DATES TYPE ONLY AFTER CONTRACTOR HAS ESTABLISHED AND STABILIZED TEMP DITCH #1 SHALL
....::.: a ..... ..........•,�..::.:: ........ TCOMMENCE WITH ANY OTHER ACTIVITIES WITHIN THE LAKE
.N THE
..................... wxaa»::.:..:,.::.:,, 1 EB. 15 - MAY 15 RYE (GRAIN} 120 LBSIACRE CONTRACTOR BE ALLOWED O
REPRESENTATIVE AND/OR
CAL CITY AND STATE MAY RESULT IN ALL
RK
........mom.... .. .......... ems:.
<.............- ...................._........ CONSTRUCTION SITE BEING STOPPED UNTIL PROPER CORRECTIVE MEASURES HAVE
HAVE
. _ �t ........: _::............ ...:.. . - :.,
...,..............; .......... .............. ........ .......................... ... :. ram:....:. ,�•_�. ... ..... ,�,......................... _ ..:.:..:_.�
: .: .:..........., .w.... ,+ : .....::.:....
..........:...........:•..-.........-..:..........................._-.:.... .,�,...... �„.....�,... ......:.... _.:...... RECTED.
18. ALL WETLAND AREA DREDGING SHALL BE DONE IN AN UPSTREAM TO DOWNSTREAM
BEEN MET, AS
...... ........ ...... ....,..... ............a
................. ................. ..wow•........ .....� ..:.: �............. 16THE CONTRACTOR MUST D GRADE RTHE SEDIMENT BASINS A5 SHOWN ON THE PLANS.
r................ .....
............... ............. .................. ..... ............ :...w ....:.:.., ::.... m:.w..._... :.... ...:: DIRECTION. THIS IS SD DISTURBED SEDIMENT CAN BE CAPTURED 9N THE DOWNSTREAM
.... .:.....,�:.....,,.... ............:.......::.:.................... ..:::.,.
............ ...... .......... .............. ....... ............. .. .....�":.::::.::.:: ... max•= _ :�..:.: ... DATES P .............. ......_ E THE CONTRACTOR MUST REMOVE SILT AND DEBRIS FROM THE SEDIMENT BASINS AND
..::.... ...: ..... WETLAND. SEDIMENT CURTAINS SHALL BE USED TO ISOLATE THE DREDGE AND FILL AREAS
......... ..'..::...: .::.: .:.................. ..::.:.............::.:..., SILT FENCES WHEN BASINS ARE 25% FILLED WITH SILT. AFTER ALL GRADING HAS BEEN
MAY 15 - AUG. 15 GERMAN MILLET 40 tB51ACRE5
. :...:.. :::,..: .:::::...:. FROM OPEN WATER.
.: ....:..: ..:. SINS TO THE GRADING LIMITS
... ....... .:.
COMPLETED, THE CONTRACTOR SHALL REGRADE THE BA
..............._.
.+....._.......... 19. L SILT FENCE AND OTHER MEASURES A5 SHOWN ON PLANS, CLEARING ONLY AS
.:.:.�::._ : �- •, AND STABILIZE ALL DISTURBED AREAS WITH GRASSING.
...::::::::: _: ,:..:.: :..... :... _....,, I VICE WITHIN THE LAKE BED AREA. NECESSARY TO INSTALL ALL DEVICES
.............. .............:........ ................ ,.......... _. _-.:, 17. LAND DISTURBING ACTIVITIES SHALL NOT COMMENCE UNTIL APPROVAL TO DO 5D HAS
_........ ,,� ................
TO N ELEVATION OF 3467 AFTER STORM EVENTS AS NEEDED
.:::.......:::.......:::..-::::::-.:.:::-::-:::':. �.......�,............._ .ems............._ _>. DATES TYPE 20. LAKE SHALL BE DEWATERED A ELEV
�............. BEEN RECEIVED BY GOVERNING AUTHORITIES.
.......... .:..... ...
�............
- _ Tyr„ �>ry seea;nt : PER SEQUENCE DESCRIBED 1N ITEM #12.
Q
18. THE GENERAL CONTRACTOR SHALL STRICTLY ADHERE TO THE STORM WATER
0
TCONTINUOUSLYMAINTAIN ALEROSION CONTROL
.. EROSION CONTROL MEASURES SHOULD BE CHECKED
.. - • .:.:.:..;' Fertilizer shall be the same an as specified for "Seeding and Mulching" and applied of
21. THE CONTRACTOR SHALL DILIGENTLY AND L
POLLUTION PREVENTION PLAN [SWPPP} DURING CONSTRUCTION OPERATIONS.
..:......orr .: _ ....... as�w._ ..... . _... the rate of 400 pounds {450kg) aiid seeded at Ll,e rate of 5W pntnnds per acre [55kg per
DEVICES AND
w� ....... . ::. ems+_:
.............................. .................._........... ....... ....... UNTIL ALL PERIMETER SEDIMENT
._........... ... ..._ ........ .. §nectars . German Millet or Brourat Millet shall Ire used in summer mornilns and 'e
..:..:.: ......., .. ......:�aa ._......:
...................
crow ,..... ....... , cry. .............bra .; ! determine a exact dat s for
) � :PERIODICALLY AND AFTER EVERY RAINFALL EVENT REPAIRS SHALL BE MADE IMMEDIATELY
-�.......... grain during remaindzr afthe yeer. 'I7,e Engineer vnl. the �• CONTROL MEASURES HAVE BEEN INSTALLED.
::.::...... .... .
.► :.:..:...................,...:._:::.:....HE CONTRACTOR AND
asu,gencl, kind of seed.
EXPOSED AREAS SHALL BE SEEDED AS SPECIFIED WITHIN 14 DAYS OF FINAL
AS REQUIRED. INSPECTION AND REPAIR REPORTS SHALL BE KEPT B Y
:: 20. ALL
. :.::.:::..._...... CONTROL AGENT UPON REQUEST. PROVIDED TO THE STATE EROSION
........:.... - 2 GEOTECHNI L CONSULTANT FOR SITE INSPECTION PRIOR T GRUBBING OR PLACING , �„ .. 2 CALL CA ON O GRU GRADING
21, SHOULD CONSTRUCTION STOP FOR LONGER THAN 14 DAYS, THE SITE SHALL B
FILE..
23. CONTRACTOR SHALL MAINTAIN ONE LANE OF TRAFFIC ON CASHIERS LAKE ROAD {NCDOT SR SEEDED AS SPECIEI ED.
NOTE: 1113 AT ALL TIMES. 22. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE
INSPECTION
} EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS OF 0.5 INCHES RAINFALL OR
PERMANENTLY STABILIZED REMOVE EROSION CONTROL DEVICES AND
U$E DOZER TRACKS TO CREATE GROOVES 24. WHEN SITE HAS SEENGREATER DURING A 24-HOUR PERIOD OR MORE FREQUENTLY IF REQUIRED BY
PERPENDICULAR TO THE SLOPE. GROOVES WiL1 APPLY PERMANENT SEEDING IN AREAS OF DISTURBANCE.
CATCH SEED, FERTILIZER, MULCH, RAINFALL AND 25. COORDINATE WITH EROSION CONTROL INSPECTOR PRIOR TO REMOVAL OF EROSION GOVERNING NPDES GENERAL PERMIT. ALL MAINTENANCE REQUIRED BY INSPECTION
-DECREASE SEDIMENT IN RUNOFF. INSPECT SEEDED AREAS FREQUENTLY. IF SEEDED AREAS FAIL TO SHALL COMMENCE WITHIN 24 HOURS AND BE COMPLETED WITHIN 48 HOURS OF
GERMINATE, OR TO PROVIDE ADEQUATE GROUND COVERAGE, THE CONTROL MEASURES. REPORT.
AREA SHALL. BE RE -SEEDED UNTIL FINAL STABILIZATION 1S ACHIEVED. 26• UPON COMPLETION OF THE CONSTRUCTION ACTIVITIES AND STABILIZATION THE LAKE WILL 23 THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE GENERAL CONTRACTOR
ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE BE GRADUALLY REFILLED, THIS WILL BE ACCOMPLISHED BY THE CONTRACTOR MAINTAINING
INSPECTED AT MINIMUM EVERY SEVEN 7 CALENDAR BAYS AND WITHIN THE MINIMUM BASE FLOW AT ALL TIME TO THE CHATTOOGA RIVER OF 0.5 CFS (7010 SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SEDIMENT FROM LEAVING
24-HOURS OF A RAINFALL EVENT DF.S INCHES AND GREATER OF RAIN INFORMATION TAKEN FROM NSGS). THE MINIMUM BASE FLOW SHALL BE ACCOMPLISHED BY THE SITE.
DURING A 24 HOUR PERIOD (DR MORE FREQUENTLY IF REQUIRED BY USING EITHER MECHANICAL PUMP OR SIPHON SYSTEM. FLOWS FROM THE DAM TO THE .24. GENERAL CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL ORDINANCES
T RACKING DETAIL N.T.S. THE STATE NPDES GENERAL. PERMIT THROUGHOUT CONSTRUCTION CHATTOOGA RIVER MUST BE MAINTAINED AT ALL TIMES AT 70% OF THE INCOMING FLOW THAT APPLY.
} DURING LAKE REFILL. 25. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY
UNTIL FINAL STABILIZATION IS ACHIEVED OR MORE FREQUENTLY IF WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC.
REQUIRED BY STATE NPDES GENERAL PERMIT. 26. GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO TAKE WHATEVER MEANS
NECESSARY TO ESTABLISH PERMANENT SOIL STABILIZATION.
TREEE REMOVAL NOTES:
19 MAX. WITH WIRE
(G MAX. WITHOUT WIRE)
TREE REMOVAL NEEDS TO BE CONDUCTED IN ACCORDANCE
1a' MAX.
WITH .THE APPROVED TREE REMOVAL AND EROSION _MIDDLE AND VERTICAL WIRES SHALL BE 14 'STEEL OR WOOD POST
CONTROL PLANS. LAKE DEWATERING SHALL BE IN GAGE TENSION WIREGAUGE MIN. 6" SPACING
ACCORDANCE WITH THE APPROVED PLANS PRIOR TO CHAIN LiNK FENCE .-.SUPPORT € OST
REMOVAL OF TREES AND ROOT BALLS FROM DAM. {z" WOVEN MESH FABRIC} USE 2-1/2' aIA GALVANIZED OR
ALUMINUM POSTS
TOP AND BOTTOM STRAND
SHALL BE 10 GAUGE MIN.
BRIO FENCE
THE CLEARINGA
AND GRUBBING SHALL BE ©ONE AT A , .....:.....
SATISFACTORY ©(STANCE AHEAD OF THE GRADING OR
EXISTING......:....... :........ ...................... . ............... _
....,..:...........:............., .,,.., ,.., . ;a:,°
TRENCHING OPERATIONS. 1N AREAS DESIGNATED TO BE GROUND SURFACE,.......... °..,....,...,.........,,. , ............ _ °° �°- °°° °°�°°
CLEARED AND GRUBBED ALL STUMPS, T V RODS BURIED LOGS
BRUSH, GRASS AND OTHER UNSATISFACTORY MATERIALS ° f.:.:, � IRE 1 #LTER FABRIC-/
SHALL BE REMOVED. THE ROOTS AND OTHER PROJECTIONS w
WITHIN SEE NOTE #4
EXCAVATED AREAS OVER ONE AND ONE-HALF (1-112) SLOPE LENGTH CHART
. INCHES IN DIAMI=TER SHALL BE COMPLETELY GRUBBEC3 DUT �1 � }' yy/
LowE's DIVISION ; REFERENCEOF THE DAM STRUCTURE.
SLOPE LENGTH CHART SECTION NISI NOF
ONz
HOLES RESULTING FROM THE GRUBBING OPERATION
SHOULD BE BACKFILLED WITH WELL -COMPACTED SOIL PER 1 ��
GEOTECHNICAL ENGINEERS SPECIFICATIONS. THE BACKFILL + SST #7GAGE TENSION WIRE
_ llPPORTPOST
SHOULD THEN BE GRADED TO BLEND WITH THE stra NOTE 04 CHAIN LINK FENCE
SURROUNDING CONTOUR, AND APPROPRIATE GRASSES^ -
SHOULD BE ESTABLISHED ON ALL DISTURBED AREAS. FABRIC FE NC
f TOE ANCHOR TRENCH
UANDARD SITE SPECIFICATIONS AND
PROJECT SPECIAL PRO\
POST
SLOPE
SLOPE LENGTH (FT)'
MAXIMUM AREA (FTA2)
2%
100
10,000
2 TO 5%
5 TO 10%
75
50
7,500
5.000
10 TO 20%
20°/01
125
15
1 2,500
11,500
*MAXIMUM LENGTH OF SLOPE BEHIND FENCE
I-
'}I�T�711�
j � � �- � COMPACTED FILL_ I' " il--]I-�T ,�� � �f�i�� C•�r TTt
PasT - x-a" DEPTH
EE NOTE r14 *MAXIMUM LENGTH OF SLOPE BEHIND FENCE-
l`FABRIC FENCE
TREE ROOT BALL 11.lHll�il 7�1�
1 r _ , ] • 1�1 17 -
'l J 5" MIN.
TO BE COMPLETELY
REMOVED r ��FOR FABRIC FENCE ONE FppT EACH INCH i OF TRUNK __ -1 ••-11--1: f 8"U' l-:l�lll 1. L . l�l
t U _ - . , .. i �r�l' 1 . i n 6" MfN. EXTENSION NSION OF FABRIC
1 DIAMETER OR 112 HEIGHT OF TREE---- - " AND WIRE INTO TRENCH
- 7- 1 -, 11
1 1 r WHICHEVER Is GREATER � �_ JOINING FENCE SECTIONS
r !2 POST - 3'-IT i]EPTF3 IN.
NOTES:
JOINING FENCE SECTIONS
1. WWM MINIMUM 32" WIDTH WITH A M€NIMUM OF 6 LINE WIRES WITH 12" STAY SPACING.
TREE ROOT BALL 2, FILTER FABRIC SHALL BE 36" WIDE AND SHALL BE FASTENED ADEQUATELY TO THE WIRE.
f TO BE COMPLETELY NOTES:
REMOVED µ 3. STEEL POST SHALL BE 5'-0" iN HEIGHT AND BE OF THE SELF -FASTENER ANGLE STEEL TYPE.
l ,
'€. FiLi'ER FABRIC FENCE MUST BE €NSTALLED AT EXIST€NG LEVEL GRADE. BOTH ENDS OF THE BARRIER MUST Or -
EXTENDED AT LEAST S FEET UPSLOPE AT 45 DEGREES TO MAIN BARRIER ALIGNMENT.
2, SEDIMENT MUST BE REMOVED WHEN ACCUMULATION REACHES 25% ABOVE GROUND HEIGHT OF THE FENCE.
ALL ROOTS ALL ROOTS--4--_ I' �i I- 3. NO. 7 GA. TENSION WIRE INSTALLED HORIZONTALLY AT TOP AND BOTTOM OF CHAIN -LINK FENCE.
GREATER THAN 1.5" GREATER THAN 1.5"
SHALL BE REMOVED SHALT B] REMOVED -III ilI
4. CHAIN L€NK TC POST FASTENERS SPACED @ 14" UAX. USE NO. 6 GA ALUMINUM WIRE OR NO. 9 GA i VAN1700 STEEL
PLAN VIEW OF ROOT ZONE TYPICAL SECTION VIEW OF ROOT ZONE PREFORMED CLIPS. CHAIN LINK TO TENSION WIRE FASTENERS SPACED @ 60" MAX. USE NO 10 GA, GALVANIZED
STEEL WIRE. FABRIC TO CHAIN FASTENERS SPACED @ 24" MAX. C TO C.
-5. POSTS FOR THE FENCE SHALL BE PLACED ON THE DOWNHILL SIDE OF THE FENCE (DOWNSTREAM OF EXPECTED?
FLOWS)
.TREE REMOVAL DETAIL N.T.s. SUPER FILTER FABRIC FENCE DETAIL N.T.S.
SLOPE
MAXIMUM SLOPE LENGTH {FTr
< 2%
1.000
5%
500
10%
300
20%
200
30 1 0
100
40%
75
50%
50
4. WOOD POST SHALL BE 5'-0" IN HEIGHT AND 2" IN DIAMFTER•
5. SUPPORT POSTS SHALL BE INSTALLED ON THE DOWNHILL SIDE OF THE SEDIMENT FENCE
(DOWNSTREAM FROM EXPECTED FLOWS)
6. ACCUMULATED SEDIMENT SHALL REMOVED WHEN 25°A THE HEIGHT OF FENCE.
7. MAXIMUM DRAINAGE AREA 10,000 SF PER 100' OF FENCE.
8. MAXIMUM LENGTH UPSLOPE FROM FENCE PER CHART
SILT FENCE DETAIL N.T.S.
LandDesign
100 S. ORANGE AVE., SUITE 700
ORLANDO, FL 32801
407.270.7800
WWW.LANDDESIGN.COM
FLAG- PIRM LICENSE # C-9520
ssrnL
ass Q�;• ;
SEAL
19018 -
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SEAL
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Ppo.rltct
CASHIERS LAKE
DREDGING PLAN
CASHIERS TOWNSHIP
JACKSON COUNTY, NC
LANDDESIGN PROJ.#
8118068
REVISION / ISSUANCE
DESIGNED BY: MST
DRAWN BY; MBT
CHECKED BY: RRW
SCALE NORTH
VERT: NIA
HORZ: NTS
(NOT TO SCALE)
SHEET TITLE
EROSION CONTROL DETAILS
SHEET NUMBER C3-02
7112J201911:29 AM NIKKI CURLEY 0:12018i8148068 CASHIERS LAKE MASTER PLAN & PEfiMITTING181ISM6 CASHIERS LAKE MASTER PLAMCAMCONSTRUCTtON DOCUMENTSWL-EROSION CONTROL DWG ORIGINAL SHEET SIZE: 2X' X 3

AS SHOWN IN PLANS
EXISTING - FILTER CLOTH ANDIOR AS..
GROUNDFILTER
BY ENGINEER
PRO FILE
AS SHOW IN PLANS
PROVIDE APPROPRIATE TRANSITION BETWEEN
STABILIZED CONSTRUCTION ENTRANCE AND PUBLIC
RIGHT-OF-WAY
SILT FENCE OR BARRIER TO
PREVENT SHORT CIRCUIT_
z
2
r
EXISTING
PAVEMENT
EXISTING
PAVEMENT
3'- S' CLEAN STONE----� PLAN VIEW .
CONSTRUCTION SPECIFICATIONS ,r
1. STONE - USE COARSE AGGREGATE (3"-5" STONE). .
2. LENGTH -AS EFFECTIVE, BUT NOT LESS THAN 100 FEET.
3. THICKNESS - NOT LESS THAN EIGHT (8) INCHES.
4. WIDTH . NOT LESS THAN FULL WIDTH OF ALL P01NTS OF INGRESS OR EGRESS. .
5. WASHING - WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN WASHING IS
REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO AN APPROVED SEDIMENT TRAP OR SEDIMENT BASIN.
ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY STORM DRAIN, DITCH, OR WATERCOURSE THROUGH USE OF SAND BAGS, GRAVEL, BOARDS OR
OTHER APPROVED METHODS.
6. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC
RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE A5 CONDITIONS DEMAND AND REPAIR ANDIOR CLFANOUT OF ANY
MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO ADJACENT PAVED ROAD SURFACES MUST BE
REMOVED IMMEDIATELY.
T 2- 8'x10' METAL GRATES MAYBE USED. GRATE SHALL BE 25' AWAY FROM PAVEMENT AND APPROPRIATE SEDIMENT CONTROL TRAPPING DEVICE SHALL BE
USED AT GRATE OUTLET POINT. SEE STABILIZED CONSTRUCTION ENTRANCEIEXIT WITH CORRUGATED STEEL PANELS DETAIL E•2.
CONSTRUCTION ENTRANCE N.T.S.
TOGGLE PIN .����lEN7
IL.VY U Y
S.`d`€ by Att FOLDING JI °IN €
T.3W 11SIC7N AL N .. ..
ON EACH SIDE 01 CURTAIN
SK. Rl CLINNEC.1ION
GROM,M TS NOTE,
,._.........._...-__•._W-_ --. ,.-.... CUR f CITN S1{ 1 T yT AT
-- Rr,-:PE STRUNG BACK •
BALLL.&�1 Ci AID
5ALV,
NOOK
SAF TY..�---- :SHACKL
ELASTEf, /
AMERI CAN MARINE:
F'I URE .i-�T NSI Id CEi1 TAI.Id
rlC_-U 1_ -- EaFN'lT,R
T SlSl[3N, SII.,T C-UR AI:Nt
VIEW LUDKIN i DOWN [IN CURTAIN
CURTAIN tyyot i ErE .�,.. ..,.
T`05ULG PIr`-:A�..,S Ckl,.E ,,..In_,
,.SI-ACCrE
= _.. ___,�- U BOLT RCRE
i'r`# sm'44 Cm..1 nN
E5CId SIDE CURTAINF a
ALUMINNUV EXTRU3TON CONNECTOR
. :SIPE VTIEW
`_ _. �___ .
CURTAIN . D I '
PTGURE. 4-RECOMMENDED ALlJ1-ifNUM EXTRUSION
f'CR !1�iNi#NG ";1LT IuU1aTAiN 5EC7f€3.
PIPE I THE
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...........................:-..::.............:I. .
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. .
..'=:_:-...... r::'.-'..::-.:.......... :..,:.:=..:;..=.c_ .;:`.. PREPARE I BEFORE R INSTALLING [ BINCLUDING A Y NECE SA APPLICATION OF LIME, FERTILIZER, D SEED.
:..-:.-;;: _-_,':=_ _ =:: _ _ _-_.._ :.-.=: =_ 1. P 1r E SO L E O E S ALL NG BLANKETS, N $ RYA I ON E, F R, AN S .
. _ - .. . 2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET €N A 6" 15crh DEEP X 6" 15cT1I WIDE TRENCH WITH APPROXIMATELY 12" 3Dcm OF BLANKET
. [ ) [ ) [ ]
-- T Y N T - I F TAPPROXIMATELY 1 m AP R 1N
FX 1MNDE0 BE O D HE UP SLOPE PORTION OF THE TRENCH ANCHOR THE BLANKET WITH A ROW O S APLEWSTAKES 2 3Dc APART
..( )
%THE BOTTOM F T E TRENCH. BACKFILL AN OMP THE TRENCH AFTER STAPLING. APPLY EE TO COMPACTS IL AN FOLD REMAINING 12" 30cm O H RE F L1 p C ACT S L GSEED DSO D p R
.[ . .}
_ - _ _ _ PORTION OF BLANKET BACK OVER SEED AN COMPACTED SOIL. SECURE BLANKET OVER COMPACTED OIL WITH A ROW OF STAPLES/STAKES S7AKE5 SPACED
---_ P S D T S S SI
APPROXIMATELY 12' 30rxn ACROSS THE WIDTH OF THE BLANKET.
. { }
. 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BLANKETS WILL UNROLL. WITH APPROPRIATE SIDE AGAINST THE SOIL
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN US€NG . . . SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLESISTAKES IN APPROPRIATE LOCATIONS LOCATIONS AS SHOWN
CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-0-S5FD MUST BE INSTALLED WITH PAPER SIDE DOWN. . . . . .' IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM, STAPLESISTAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS
. CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN.
2, BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15cm) WIDE TRENCH WITH APPROXIMATELY 12" (30cm) OF BLANKET . .. . ' . .
EXTENDED BEYOND THE UP -SLOPE PORTION OF THE TRENCH, ANCHOR THE BLANKET WITH A ROW OF STAPLESISTAKES APPROXIMATELY 1r (30cm) . . . 4. PLACE CONSECUTIVE BLANKETS ENE) OVER END (SHINGLE STYLE) WITH A 4"-6" (10cm-15cm) OVERLAP. USE A DOUBLE ROW OF STAPLES STAGGERED 4" (Iacm)
APART IN THE BOTTOM APART AND 4" (1Ocm) ON CENTER TO SECURE BLANKETS.
OF THE TRENCH. BACK FILL AND COMPACT THE TRENCH AFTER STAPLING, APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (36cm) .
PORTION OF THE BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLESISTAKES 5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLESISTAKES APPROXIMATELY 12" (30cm) APART 1N A IV
SPACED APPROXIMATELY 12" (3{7cm) APART ACROSS THE WIDTH OF THE BLANKET. .(15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKRLL AND COMPACT THE TRENCH AFTER STAPLING. .
3. ROLL THE BLANKETS DOWN ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH THE APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL 6, ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2'-5" (5cm-12.5cm)(DEPENDING ON BLANKET SIZE) AND STAPLED. .
BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLESISTAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE . ' .
PATTERN 7. IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30' TO 40' (9M•12M) INTERVALS. USE A DOUBLE ROW OF STAPLES
GUIDE. WHEN USING OPTIONAL DOT SYSTEM, STAPLESISTAKES SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO STAGGERED 4' (10cm) APART AND 4" (10cm) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.
THE APPROPRIATE STAPLE PATTERN. .
. 8. THE TERMINAL END OF BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLESISTAKES APPROXIMATELY 12" (30cm) APART IN A 6" (15cm) DEEP X 6" (15cm)
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2"-5" (5cm-12.5cm) OVERLAP DEPENDING ON BLANKET TYPE. TO . ' WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING.
ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN WITH THE . ' A NOTE:
COLORED SEAM STITCH ON 7 . . . . . . . . .. . . . . .
THE PREVIOUSLY INSTALLED BLANKET. !` B CRITICAL POINTS . . . . . ' . . . . . . .
. . . . . . . . . . ' . . . . . . C -�- m . . . . . . ' . . * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED IF
. A OVERLAPS AND SEAM .
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE 3" [).5cm) _ ) S 1ECESSARY TO ALLOW STAPLES TO SECURE THE CRITICAL
. . . . B) PROJECTED WATER LINE . POINTS ALONG THE CHANNEL SURFACE.
T WIDTH. .
OVERLAP. STAPLE THROUGH OVERLAPPED AREA APPROXIMATELY 12" (30cm) APART ACROSS ENTIRE BLANKS W p H .
. C] CHANNEL BOTTOMISIDE SLOPE VERTICES .
. . . . . - IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE
NOTE: IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY . ' LENGTHS GREATER THAN 6" (15cm) MAY BE NECESSARY TO
TO PROPERLY ANCHOR THE BLANKETS.
PROPERLY ANCHOR THE BLANKETS.
____- _ :�
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91IT'I'IN 5E171kAt
FIGU�RC. ja-PkrCrSSES ArrECI]NCa T14r P� RKOPMMANOE :�`
I SILT CURTAIN rrw !Pn..urc 'PF.'FnGFD MATERIAL ELASTEIx / '31NEId CAN MARINE 1 I .
...
F @JRL I1G. $.13 !L� .#� .1DPlw
^- 1 LUTtTiEIN
:v '. .. .
J �,
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-.
T0sirik CA13"r ON J _ � .... EACH SIM I.1l' rLIRT'AIN J � � ��
CURTAIN
.
5FS1 TTQN A -A .�.. .. .. .
iTOT
C�l ---- �
CURTAIN
- `- BOTTOM DF CONWCTUR
EC AS-TE,C % AMERMAN HALE, 1NC
VICARS A. .t7AO P CC IIN C UP
. . . ..
» »,m w
FiCaU1 .. FLlIiiTl is E01 THE EkiRlAs l .SKiR1 $ "ELF% E A TE:C J Al ERICAN MARINE: INC;
DEPLOYMENT. AND/OR REMVEQY Or SILT CURTAW _ ..._... - _„ ........ -- _. _�
. IFIGURE :5' µ S.1T CURTAIN MPXYMEW
­s­­1 . . . :. . . . . .. . . . ' . . =�A
S __\ _ vN IN 5f 0CI .
, ... :...... . {t :
NO E: .
i. PRIOR TO [INSTALLATION, MANUFACTURER SPECIFICATIONS OF FILTER MEDIA SHALL BE PROVIDED To
THE EROSION CONTROL INSPECTOR FOR APPROVAL AND USE. DISCHARGE FROM FILTER MEDIA SHALL.
MEET OR EXCEED THE PROVISIONS OF THE CLEAN WATER ACT.
2. ENSURE THAT PUMP PRESSURE DOES NOT Exam nLiER MEDIA PRESSURE RATING,
3, FILTER MEDIA MAY BE, BUT NOT LIMITED TO, SAND MEDIA FILTRATION I7EVIGES,
RATED FILTER FABRIC E3AGS OR POLYMER BASED DEWA•TERING PRACTICES.
4. PUMP STRAINER SHALL NOT 13E IN CONTACT WITH BOTTOM OF POND.
POINT
LandDesign.
100 S. ORANGE AVE., SUITE 700
ORLANDO, FL 32801
407.270.7800
W W W.LANODES#G N.COM
ENG. FIRM LICENSE # C-9520
SEAL -
PROJECT
CASHIERS LAKE
DREDGING PLAN
CASHIERS TOWNSHIP
JACKSON COUNTY, NC .
LANDDESIGN PROJ.#
REVISION 1 ISSUANCE
NO. DESCRIPTION DATE
1 NCDENR 10.01.18
2 NCDENR 07.12A9
DESIGNED BY: MBT
DRAWN BY: MBT
CHECKED BY: RRW
SCALE NORTH
VERT: NIA
HORZ: NTS
-- ---- --- -- -
(NOT TO SCALE)
SHEET TITLE
EROSION CONTROL DETAILS
TURBIDITY CURTAIN DETAILS
N.T.S. EROSION CONTROL DEWATERI NC
N.T.S.
711212019 11:30AM NIKKI CURLEY ❑:1201818118M8 CASHIERS LAKE MASTER PLAN 8 PERMITTING18118068 CASHIERS LAKE MASTER PLANICADICONSTRUCT ION DOCUME.NTS11:1TL-EROSION CONTROL .DWG ORIGINAL SHEET SIZE: 24" X
SHEET NUMBER
C3-03

.TEMP. DIVERSION DITCH TABLE
NUMBER
TYPE
BOTTOM
WIDTH (FT)
MIN. DEPTH
(FT)
1
TRAPEZOIDAL
6
3.76
2
TRAPEZOIDAL
6
3.76
3
TRIANGULAR
N/A
1.04
4
TRIANGULAR
N/A
1.04
5
TRIANGULAR
N/A
1.31
6
TRIANGULAR
N/A
0J4
7
TRIANGULAR
N/A
0.59
k
filtermin
fabric
besign settled
2�
...................... ....- . ........
Cverfill...6" for
top
M,in
'View
settlement
plan
Emergency by-
4
_: _
pass b" below
rein.
Amax
settled top of
dam;:\
Nye�a:CV:tY%i,
N:�(`•°�I_: Y-vr�
ri7,' ,�.i���
Natural
. .. ..
.... ... ... .. .. ..
I ... .. ...
.............. :.
G oun
�,
)ter
...
fabric min.
NOTE: ALL DITCHES SHALL BE DESIGNED AT A LONGITUDINAL SLOPE OF
1.0%, CHANNEL SLOPE OF 3.51, AND LINED WITH 6" DIAMETER RIPRAP (d5O).
LandDesigm-
100 S. ORANGE AVE., SUITE 700
ORLANDO, FL 32801
407.270.7800
WWW.LANDDESIGN.COM
ENG. FIRM LICENSE # C-9520
SEAS
��Iliifl!llfffff■
eR �
AL
19018
r'frrirr!ltltitiyi,,�
t�,.•�''gy, SIGN''■,,
CORPORATE _
SEAL = �_
rrl�llrss
PROJECT
CASHIERS LAKE
DREDGING PLAN
CASHIERS TOWNSHIP
lACKSON COUNTY, NC
LANDDESIGN PROS.#
8118068
REVISION 1 ISSUANCE
NO. DESCRIPTION DATE
1 NCDENR 10.01.18
2 NCDENR 07.12.19
� E
DESIGNED BY- MBT
DRAWN BY: MBT
CHECKED BY: RRW
SCALP. NORTH
VERT: N/A
HORZ: NTS
(NOT TO SCALEy
SHEET TITLE.
EROSION CONTROL DETAILS
SHEET NOLMER
C3-04
711212019 11:30 AEANIKKI CURLEY W2D1M8118068 CASHIERS LAKE MASTER PLAN & PERMITTING18118068 CASHIERS LAKE MASTER PLAWCACACONSTRUCTION ❑0CUMENTS%D-tL-EROSION CONTROL DWG
ORIG[NAL SHEET SIZE; 24" x 36' .

LandDesign.
100 S. ORANGE AVE., SUITE 700
ORLANDO, FL 32801
407.270,7800
WWW.LANDDESIGN.COM
ENG. FIRM LICENSE # C-3520
SEAT.
SEAL
1901$
����171ii145511j1
��,IlrsTtl�rl�lj�
CORPORATE =
SEAL
? 1
PROJECT
CASHIERS LAKE
DREDGING PLAN
CASHIERS TOWNSHIP
JACKSON COUNTY, NC
LANDOESIGN PROJN
8118068
REVISION / ISSUANCE
NO. DESCRIPTION _..__DATE
1 NCDENR 10.01A8
2 NCDENR 07.12.19
DESIGNED BY:
DRAWN BY:
CHECKED BY:
SCALE NOPTH
VERT. NIA
HORZ: NTS
(NOT TO SCALE)
SHEET TT E
EROSION CONTROL DETAILS
SHEET NUMBER
C3-05
7112/2019 11:30AM NTKKI CURLEY OA20181B118068 CASHIERS LAKE MASTER PLAN & PERMITTING18118068 CASHIERS LAKE MASTER PLAMCADlCONSTPUCTON DOCUMENTSWL-EROSION CONTPOL.i]WG ORhGINAL SHEET SIZE: 2+