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II I.~ Z / . ~~ / !% 1 ~ \ \ I r . V' - 0 ~3 oo 3 InYON< INV OUT I j INV.'IN EMERGENLT SPILLWPT 1 LHANN£L I J e1L N LL' # e r 4 ~\ \ \ _ GRpeE BREAK- STATION 0165 , 6100 - - 6090 - 6080 - 6070 - 6060 - 6050 - 6090 - I ~VL TOE DRAIN ~• 1 \ e \ T r ~ 1 ~ 1 1 0 T TO '~' .. UTLF ~ E NV609A (/ ~ / 6)0 NII _~• I' Ij L E CH M i WER / IMp L q 1 OIgM. PqE[ T / W L I \ '. / IpNNOLE AT VTERSECTION F LA ~ a. - - \ ' II IF i0E OgpIN I ~ '~ _8 .~ ~ 3 e NN 90HNl~5TI •.E 19aT,16T w V~'~ I •. _ ~ I ~ ~ 0~1 ~' FL 6ow3 g ~ ~ / ~ ~~ ~ I I C' ~ ~ ~ ~ I 8 > I I ~ e i. ro ; ` / m 6~P.VC. w ', LLg55 I'- I I- i3u ~ 1100 RP ITI ITT G _~ ~" ~_ - \ ~ 1 ~ / ~II A 6 . INSTgLI pPPRO%. 250LF ° p+~l~ I d _ i~ ~ ! \ -\ ~. 1 ( V ~ I OF fi CLASS 100 PV.C b } ~ ~` ~ JI I / PND nE rp P~Plnw Insr4_L D By gogD corvrggcroq Pr ~ PLAN RogO STATION L•e3. INMEL. pT TIE 16 6058.90 MAINTAIN OUTLET 6T RULTURE-3TPTION 3i35- RUNOFF POND N0.2 ~'~1 IAMIN LOS SLOPE ALDNG CCN6TRULTED CREST-ELEV. 6101.0 gLIGNMENT / _- E+ _ STpTILN-M96.61-~ I /GflpDE BREN-sTATION 5115 V FINAL LRES -ELEV. 61 0118.0 GPG 1 EMERGENCY DISGHdRGE ILIYMY. _- - %~ IL ~1 ELEV. 6093. 3113 B3G ~~~ -~ IOYR STOR 9HR WATER SURFAG -EL V. 6093 3 I ,B3 GAGE 2 2 -_ - . ' _ MANIMUM $E IMENT ELEV 090.56110. GEI __ ~ ~•_ _ __ SEDIMENT GLEPN OVT ECEV. 6087.1 0>.lT 4A ) ~~ DOW SIAEPM TOE EXISTING E PROFILE / TEflT ~ti~~-~'~ - HOLE llPSTRE M TAE-EL V. 6060.0 - A-1 F L OF Dfldl _ / T6T ~{ HOLE TE6T D-8 HOLE ~ 0-6 v TF9T 3 0 0 5 0 IC HOLE TEST HOLE S CALE IN FEE T D-26 D-) DCSCRIPTION 0+00 1+00 2+00 3+00 9+00 PROFILE RUNOFF POND N0.2 DLSIGN[D MWG DRAWN GNMNWS CHECKLD MWD APPROVED O A.F. DESCRIPTION DATE 12/p/BO I 1 , 6095 - R~IP.~, I I I I I ~' ~~ fI/ M u .e ~ ^ ~ I )TN ~ i • - I 6090 _ I I i ~ I ~~ I I I 6065 - 5+00 6+00 T+00 8+00 62/12 6045 - A-I T6T IgLE D-6 T6T HOLE D-T' TEST HOLE D-e TEST HOLE 0.28 T ELEV. 60>6.4 ELEV. fi0T1'.B ELEV. 6076. T ELEV. 6076.0 10/12 WC •IT.B 00.1053 200 •56 LL • 26 20/12 PI • I I TS/6 6/12 s/12~ WC • 15 O 0 bC=10 9 7/12 .0 DD •11 00.1065 Nc`20.8 OD •101.0 200.30 LL•21 IT/12 -200-39 LO 2B2 PI=6 L P I • I I 25/12 19/12 ze/Iz anz ~` ~ -200.23 _ . a/ce 29 ~:' -200.0.5 21/12 ~ ). 36/12 We •10.9 :: DD •1168 0 '. -200.93 ~ a- ~:.. 60/O 94/12 ~ 93/6 50/O TEST HOLE LOG RUNOFF POND N0. 2 - 6)00 1 LEGEND q TOPSOIL, SOFT, 04RK 9ROWN, CLAYEY TO SILTY. SAND(SM^SGI, SILTY TO CL4YEY, SOME FlNE GRAVEL• LOOSE TO MEDUM - 6090 DENSE, MOIST TO WET, BROWN. ® SAND ANO GRAY EL (SG -GC), CLAYEY, COBBLE TO BOULDER SRE BEDROLL( FRAGMENTS, ROUGHLY STRATIFIED, MEDIUM DENSE TO DENSE, BROWN. ® SAND AND GRAVEL ISM-GM) SILTY, SCATTERED COBBLES AND POSSIBLE BOULDERS WITH DEPTH, MEDIUM pENSE TO DENSE, MOIST TO WET, BRp2/H. - 6060 IT LWDISTURBED DRIVE SAMPLE. THE SYMBOL 10/12 INDICATE4 THPT 10 BLOWS I~ OFA 19018. HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE THE I ~ SAMPLER 12 INCHES. dS D STANDA P TURBE RD ENETRATION TEST. 4 ~ D16TUR0E0 BULK SPMPIE. - 6070 v INDICpTE6 DEPTH TO FREE WATER ANl NUMBER OF DAYS AFTER DRILLING' MEpSVAEMENT WAS IAK EN. DEPTH AT WHICH HOLE LIVED. - 6060 } PRACTICAL RIG AEFU54L. ) WL WATER CONTENT IXJI -£ 6050 W ' DRY DENSITY (p.cf.l~ I -200 • PERLEM PA951NG NO. 200 SlEVE1 LL • LIDUID LIMIT (%) PI = PLASTK:ITY NOE%09)1 - 6090 UC UNCONfINEp COMPRESSIVE STFENGTH Ip. A.T.)1 I NP NONPIASTIC. `/ ~y~/. //~~ FOR ACOITIONPL SYMBOLS SEE SHEET L-005 Y P Y ' i_ A- l ~~S ~ S ~' _ GU_NNISON COUNTY, COLORADO 1 ~ MERRICK AND COMPANY ARCO,C081 Company w f~ADP ~I DENVER, LOLORA00 RI•rNMnM AYnYNRMxiIIxlx0.wxWN 1 Pro)YCx NO. 103 -3376 0 SUBMITTED APPROVED' PLAN 8. PROFILE RUNOFF POND N0.2 (MB #2) MG -02-02 RAWING N0. PEV AGE C-006 5T D x w, MCI / f. r / JN N '1 6pg0 _ / ~ , ~ / / gN1'lE9%pF P4q ,T9 / ~xA: N ~ xa{ I~ ; a E ; ; - T~~A0. ~' E I,MT, zMl a' ~ w I IE i,pw,rn ' I ' 6075 - I I I~ 6090 - TIE i0 s[ LOR. SEC.9 N1T°I3 a8~W -73539' r sm.owo I ' 6065 - 1 1 OF 36'0 LMP ', 11 I Na 80 ~\ \ E IaaT,M9 6060- IT l ` ' I 6055 - , saso - ) ~