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.....R ^.WY: .vrr.n9M.�F'... . i- .'IAI.T.' .' �..nViY! °^NMl.'Y.•x ^.. b ,YfnyiVS%fM.wf. ilt�l: r•' A.R�.t1l.e +.w'!!..,�..fMY !M .A'Y.,IiM,rt}y,.�y'Nk WM�VV1�"I..wY' .,.+.n.a'y,r.'M.�n':.fae.: .... -T^a ., F :•n,'!.,�.R. • / „N
<br />. .. ... « .:...... ! .. .:' MYRbYF. i1I�IM�f- :Mi.w.MNM.�.ig4AlMV.PIAW -amw'. . *.n; . :...gplM6..+Y -.. L r w .r v. u � \ � F.:•
<br />APPROX. SIZE OF POND ? ON \ \ \ 1 tnl O/ /
<br />\ �1\ 160' LONG X 80' WIDE -�_ /3:/ /�S` s'i��` ��\\ O\ \\ s� 01 �l w>l
<br />5F SEDIMENT POND AND �`\ I 11 j EXISTING FENCE
<br />FENCE \ \ PROCESSING PLANT - , OUTFALL STRUCTURE
<br />EX. THALWEG \ \ \\ /� \_ '�\ �,� SEE DETAIL SH. 4
<br />- - - - — ---- -
<br />PROPOSED THALWEG � k (20/0 EX.SH EET
<br />PROPOSED CONSTRUCTION FLOW
<br />PROPOSED GRADING - - - --
<br />EX. 5' CONTOURS EME RGANCY SPILLWAY
<br />/ /i I I I I j 1 I 1
<br />X
<br />------ - -- - -- EX. 25' CONTOURS I \ / / \ W /OUTLET_ ,/ //
<br />EX. STRUCTURES 1 \ \ c
<br />1 / / (SEE DETAIL SHEET 4.) APPROX. � OF
<br />_EX.VEGETATED -
<br />1 J I I I EX. POND 1, \ \ \I I 1 \ �// �, �// // \ DRAINAGE PATi'•�
<br />1 \ STOCKPILES
<br />PROPOSED POND MAINTENANCE
<br />1 1 1 I
<br />1 I 1 \ SHOP
<br />PROPOSED RIPRAP
<br />C S. P. CORRUGATED STEEL PIPE PROPOSED
<br />STRUCTURE, SEE DETAIL SH. 3
<br />C. Y. CUBIC YARDS /7rI \ PROPOSED SEDIMENT POND 517
<br />D. S. DOWNSTREAM \I I I < INSTALL- �� _ �� ,
<br />/ - / / / -'C _ / / / / O
<br />E.L. ELEVATION 1 /JE_ j // / STOCKPILE AREA -'- RELOCATE
<br />/ \ \ _0- - - -- --
<br />// j — -- _ _ /� / / /, / / CHANNEL — — — - - -o
<br />Ex. EXISTING i I I� `�� ���� I COLLECTION BASIN, SH. 5 / r ,� �, i� // / / / _ I
<br />G.S. GRADE STRUCTURE i -, // �/ O -
<br />1 _/ - - -- / ( / /. TOP OF / c `- ,+ .•-X -_Q-
<br />GRD. EL. LINEAR D FEET ELEVATION I\ �, I ,� /�__/ //^ EX 54" C.S.P / / /�/ I
<br />G. #'2' /i �i ' N EX. THALWEG
<br />INV INVERT \ ' -- ' lei b /
<br />STA. STATION j 1 I I // �' // / / %� �j/ — -- �-1 — ,� O' O J / TOP OFV / I
<br />U.S. UPSTREAM 1 i �_�./� �/ .' , Jj' �F 11 I I / o / m �� �// G. S. 3�/ \ ) / I SH 3
<br />.INSTALL RIPRAP(D„ 81')� o c ' TOP OF--' , l J RIPRAP \ I DAM
<br />` \,\�� %' 50 L.F. DOWN GRADIENT I- iG.S.4 LIMIT
<br />r� \ a ��� % N/ _ \ \SEE 1 STA I +10
<br />/f OF OUTFACE PIPES.SH 5\ \� N TOP 0Fj i' ' ' -- - - _ \ NOTES I
<br />�). %
<br />(2 18 C Y.) \ / /� f/ �y w 1 1 I I X /
<br />x NZ
<br />TO OF
<br />60, U \ EX. POND 52
<br />\ \ y \ - + I \ \ 1 I I 1
<br />EX. POND 511 \ \\ \ `\ �� O T� Z \ \ I I I I I
<br />J.� �I \�P \`� l \ \ Q 1 1 Q + \ \\ \ I 1 1
<br />I I (2)EX. 48 C S.P. \ \\ N I v \ \ \ I I
<br />\ / ALL CULVERTS `� \\ \\ \\ `� EX. POND 514 NSTALL HEADWALL\ A , I w
<br />OUTF
<br />/ \� � N, W/2 60 C.S.P 1� DESIGN POINT 514 1 1 0 (— 1 RIPRAP \ I I I \
<br />\� OUTFALL ,% EX. PIPES OUTFALL w z `n LIMIT I I
<br />INV EL= 6996.0 SLE \
<br />\ n \ 1 1 ` CULVERTS
<br />N �/ DETAIL SH. 3 I \ I f \ Zc
<br />I 1 \ 1 �� \ \ �� \ \ J w / 1
<br />� \ \\ \ \ -�� \ \ ) I m o / �� ' / EMERGENCY SPILLWAY
<br />/ ; \ \ \ \ \ \ \ \ ( / t - \ \ SEE DETAIL SH. 3
<br />+
<br />\ \ \ \ \ \ \ \ \ \ \ \ ILL' ( \
<br />�` \ \ I' \ \
<br />\` NN z
<br />\ \ �� \ \ \ \ \ \ Na \
<br />........................... \ X \ o 0\ OFFICE \ \ \ s
<br />--
<br />......... . .......... .......:..... ......................70.5....a
<br />7030 7030
<br />.....................:.........:.........:......... ...............................
<br />702.5..:.....:... m ..:.........:.................. ...7025......
<br />J
<br />� 70ZQ a N 702........... . . ....... ... ..... .... :......... .. ,0....:
<br />C
<br />7015 w H 7015
<br />'T ILI
<br />.........:......... ...............................
<br />. .......7.01.0 ...:............42 Ex: 60" Cws.. ...... 7.010......
<br />7005 :` INV. EL= 6996:0 7005
<br />......................... ..:.......:.................. .......I.......................
<br />ry
<br />........... Q.o 0.. ......� .................:. .....................7.090...::
<br />Itf
<br />+ J
<br />6995 ...:......: . QO.G►L ........:..... 6995........................:........................... ...............................
<br />< ai v
<br />O
<br />69.9.Q ...._.. ?.` ............... .........: I ............................... ................. ......... .................... .......... .................................. .... ........................................ :......:........ ........ _.690.0..:
<br />64.5. , ..... ....
<br />..... 6940 ..:...............j
<br />•'E)C' G'RD;
<br />EL. 74 0
<br />®V..S,.ERGE......i
<br />:o 01 i°
<br />..........:' :.............. .:.........:...........I....... ...... ...............:.......:..... .......I ..............: ....... 6975
<br />5' TYP
<br />.......... - -.....
<br />............. i......... ..... EX ... GIRD ......:.....
<br />EL. 65.8
<br />$U.S. EDGE
<br />X. GIRD
<br />L. 57.E
<br />............... :......... :.. ...... :...................
<br />.....
<br />T 14
<br />ALL STATIONS ARE MEASURED ALONG THE
<br />EXISTING CHANNEL THALWEG.
<br />n.�
<br />:
<br />.......... . ...............:.........:..... ..................... .................................
<br />............. ..... .........?970
<br />N
<br />PROFILE SHOWS THE GRADE STRUCTURES
<br />'10' TYP
<br />6965
<br />..::..................:...... ............................... ..... ... ......
<br />.. ..... ... .
<br />I I
<br />ALIGNMENT. DISTANCE BETWEEN GROUND
<br />- t" W
<br />6960
<br />T 19 ......... ..... ......... . . ........:................
<br />Nap N
<br />..:
<br />=
<br />GRADE STRUCTURES ARE RIPRAP BERMS
<br />N a
<br />6955
<br />G 1.. :..... o. .a................ :......... ......... ......... ..............
<br />...... .
<br />..... ..... ..... ... ..... ..... ..
<br />10' TYP.
<br />..............8P.L•A•SH.....
<br />............ ................ ....... PAD
<br />6935
<br />i 82' 138'...... 160' 103` 114' - - _ EXISTING
<br />'FENCE
<br />.......6930 ..:............. Y�. ..;........ _ . 5T............. ..... ........... ............................... ..
<br />KS'2915...........SY1:OT%...... $ 9 S '3:f78!K. ...S.,2 Z ._._.:.. ...
<br />........ 692.5 ..................... ..... ......... ...........:.................:..................:....................................................................................................... ............................... 6.92.5.
<br />I 110/6/931 LD P H IREVISED 5 F OUTLET
<br />N T
<br />0 DA E Y K
<br />B CH 0
<br />S RIP
<br />DE I C TON
<br />REVISIONS
<br />VEGETATE DISTURBED AREAS
<br />WITH DROUGHT - TOLERANT
<br />NATIVE GRASS, DOWNGRADIENT
<br />OF THE RIPRAP CUT -OFF WALL
<br />SEE DETAIL SH. 3
<br />100 So 0 100 200 Soo
<br />uuc n r>fet
<br />NOTES: I.
<br />ALL STATIONS ARE MEASURED ALONG THE
<br />EXISTING CHANNEL THALWEG.
<br />2.
<br />RIPRAP CUT 2:1 SLOPES ON DOWN STREAM
<br />SIDE OF GRADE STRUCTURES
<br />3
<br />PROFILE SHOWS THE GRADE STRUCTURES
<br />AT THE APPROXIMATE EXISTING GROUND
<br />SURFACE ELEVATION OF EXISTING THALWEG
<br />ALIGNMENT. DISTANCE BETWEEN GROUND
<br />SURFACE INDICATES PROPOSED THALWEG
<br />LENGTH.
<br />4.
<br />GRADE STRUCTURES ARE RIPRAP BERMS
<br />FORMED IN A 90 DEGREE ARC WITH
<br />UPSTREAM RADIUS = 30 FT.
<br />5.
<br />RIPRAP WITHIN LIMITS SHOWN ON DETAILS
<br />OF EACH STRUCTURE AND ON PLAN
<br />6
<br />GRADE AND BACKFILL SIDESLOPES OF MAIN
<br />CHANNEL TO 2:1 MAX. SLOPES AND VEGETATE.
<br />ARMOR AS NECESSARY.
<br />�W/ITHq/R�IPRAP
<br />Permit Number M —/ / /,"l �4 /, ,Tey.'eur l
<br />iar,"
<br />TT __�� - /
<br />Class: OPenmt
<br />SectionlExhibit:
<br />gass:�evision ------------------------------------------------------ i
<br />ype/Se9: V
<br />i - -- -° - ----------- - - - - -- -
<br />Class: O Report O Hydro OGeneral - -
<br />Doc Type_
<br />[Application (Coal only) O Bond O Enforcement O Inspection
<br />P1K4LVIEW GIUl�\R1 =�Y
<br />C©NC OIngMIiUAG( 00 ti- <aInk,
<br />I'i -.,41U L>IV[7 1= �t= lt�7a,�lt_1
<br />Z�=z Consultants for Land and Recource Development
<br />3 =s 11990 Grant Street, Suite 410
<br />Denver, Colorado 80233
<br />(303) 452 -6611
<br />I�IIiIIIIIIIIIIIIIIIIIIIIlOUllll -'
<br />20029
<br />y� 10000' HORZ ' "
<br />IIIPO 1 -10 V E R T � .
<br />r SHEET �] ;
<br />Ma 0° 19 .. I ,i
<br />
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