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DETAIL 02 <br />UNDISTURBED <br />DRAINAGE <br />' V tzoU.�� � G..1U��S•;5'f4��i. <br />CONTAINMENT <br />o STRUCTURE DROP IN" <br />j'(�. fir.. \1�-5 MO�J (�''7lT /.'• " I B BALES <br />FLUID 1I \\ <br />/ <br />PUMPO FUEL <br />EXISTING CATCH _ <br />BASIN 9 BALES/J 11 \ <br />� X11 <br />II <br />FUEL TANK AREA <br />SLOB -G� <br />hJ eta aA ve- <br />Wl GA L G J L, \) <br />o /,xa L.r,- <br />dvrntn 101 ��>'� D♦�fl- <br />EXISTING CATCH BASIN CALCULATIONS <br />NATERSHED AREA 0.37 ac. <br />UNIVERSAL SOIL LOSS EQUATION - 3 YR. VOLUME O cu. ft. <br />SCS RUNOFF FOR 'L` * -24 HR. STORM 1742 cu. ft. <br />TOTAL REQUIRED VOLUME V IAZ cu. ft. <br />$ "j VOLUME : 43i�pbIll. ft. <br />TURN AROUND AREA <br />\�\ DETAIL 03 <br />\ EXISTING <br />\ STRAW BALES / / <br />EXISTING CATCH _G� 1 <br />BASIN <br />C\� AIN RETAINING WALL <br />TRASH DUMPSTER <br />Iu4.0 iON <br />DR4 /N4GF <br />l <br />eeRM I /n /I / //�Illllllllllll�il"� <br />I • <br />• EXISTING CATCH BASIN CALCULATIONS <br />. • ' • �� • • WATERSHED AREA: O.IPac. EX15TIAIG CRO FELT QLU Je4T <br />••l • • UNIVERSAL SOIL LOSS EQUATION-3 YR. VOL': n ,u.ft. DlLAIn1A6E ROUTED TD IJE7LT 2 GJLJEQT�7 <br />SCS RUNOFF FOR215YR /24 HR. STORM: Oslo cu. ft. <br />• - • TOTAL REQUIRED V,OLIJME _ 4-uv cu. ft. <br />l • BASIN VOLUME- IOx 8 x 54 4g(.Pcu. ft. <br />• � yeti`' • II <br />,' 1 - • �� <br />• • I —/ �• •• , Q2 • / _�� II EXISTING STORAGE AREA <br />C) ly �. 1 • / II DRAINAGE CONTROL <br />• I lj /•. r \ <br />Lj.t., EXISTING a0p0 / <br />• • I r rs. ✓ '•• / J �aTR E4 / • STRAW BALES dell <br />• �-.. -i -. _ _ X� } ,• \ .•,�y`•/ •`i 1i ��i•CGN EXISTING <br />• .. ,_- ¢�, ��••• -• :•� Y• •e.` •• �- /-may / r\ \, `,\ I • \ OP M�N.�'J CATCH BASIN�IIIIIIIIIIIIIIIUIIIIIIIIIIIIIIIIIIIIIIWIIII���llllll� <br />\ I <br />' � - �• r--�= �, 1 � � �• ��'r ,• / i8py�_� �,\f� 11 \\ \� --II • ;4`�l �xs 1111111 1111111111 1111111fU1111111111U11111111111111U1111 BERM � <br />ti <br />BASIN <br />E 11111111 <br />`� �, \ t.•�� �;\ �. \' 1 • G cATCN 1111 11111 <br />1U ,,. <br />• • ,-_ -f� ,\ •+ ••� •• \ � � � 111 <br />Jr Z. loly <br />- ,- rn.Ik.. i-I'►h 6f,r( T .- G R R O A <br />� EXISTING <br />p.1 ti$ oG I PORTALS <br />c„ V1. • <br />( PORTAL WING-WALL EXTENSION lg' ` w <br />9 STAIRWAY TO STORAGE TANK / <br />.. Air i <br />1Z 4. D4 • <br />f r � • <br />/ 1 <br />624"µb►/ I • gg �/ ' I <br />1 <br />4q-3 <br />I <br />, <br />i <br />R <br />00 RE <br />ooA�\ ?• S.��sr <br />........... . <br />--- -- }... SCULLION D At AGE <br />DETAI L IQ <br />N ' <br />MATERIAL STORAGE AREA <br />o. • <br />• <br />r - <br />• <br />• <br />• <br />• <br />• l,y <br />cMP*'l 7' <br />�j(i'l7rb- <br />\V 'Q •i <br />�xl"Tirlt� lo�[.rtP <br />1�u.V 3>" aorgJSS'Ci <br />TC, <br />i, <br />/ <br />/ <br />1 <br />I-EXISTI <br />C G ",97 f! <br />EXISTING CATCH BASINS CALCULATIONS <br />WATERSHED AREA 0.45 ac. <br />UNIVERSAL SOIL LOSS EQUATION- 3 YR. VOLUME O cu. ft. <br />SCS RUNOFF FOR Z;j(R. -24 HR. STORM 2170cu. ft. <br />TOTAL REQUIRED VOLUME 27?etu. ft. <br />BASIN VOLUMES: 2- 12'x 12'x -r,5' ft. <br />i �jilo,ll -9?.FL -- SJaS�O�iZ <br />1 <br />1 I <br />Foa •'�+ - -'p <br />:� ` 5w 2% 6ZFcrrsT <br />I I 4.- <br />I �S <br />G,RboG <br />�� � l:.e.>✓ P• -cyan � >::v�� � 4�-���� � ;*� <br />IZEV 1510 ►.1 S <br />DESL ZI PTlOQ <br />EIimf�c tc-. lg• —GMP, •RernovE ?4 Ipt QaiSLf <br />1�2S�� -d�i2 �- 1L�rCh Fj?•pTil.. -- <br />I <br />DA115 <br />_6Y <br />GNICO <br />AP_P'D <br />a <br />/al �yi <br />ire <br />b <br />�G b <br />r <br />00 RE <br />ooA�\ ?• S.��sr <br />........... . <br />--- -- }... SCULLION D At AGE <br />DETAI L IQ <br />N ' <br />MATERIAL STORAGE AREA <br />o. • <br />• <br />r - <br />• <br />• <br />• <br />• <br />• l,y <br />cMP*'l 7' <br />�j(i'l7rb- <br />\V 'Q •i <br />�xl"Tirlt� lo�[.rtP <br />1�u.V 3>" aorgJSS'Ci <br />TC, <br />i, <br />/ <br />/ <br />1 <br />I-EXISTI <br />C G ",97 f! <br />EXISTING CATCH BASINS CALCULATIONS <br />WATERSHED AREA 0.45 ac. <br />UNIVERSAL SOIL LOSS EQUATION- 3 YR. VOLUME O cu. ft. <br />SCS RUNOFF FOR Z;j(R. -24 HR. STORM 2170cu. ft. <br />TOTAL REQUIRED VOLUME 27?etu. ft. <br />BASIN VOLUMES: 2- 12'x 12'x -r,5' ft. <br />i �jilo,ll -9?.FL -- SJaS�O�iZ <br />1 <br />1 I <br />Foa •'�+ - -'p <br />:� ` 5w 2% 6ZFcrrsT <br />I I 4.- <br />I �S <br />G,RboG <br />�� � l:.e.>✓ P• -cyan � >::v�� � 4�-���� � ;*� <br />IZEV 1510 ►.1 S <br />DESL ZI PTlOQ <br />EIimf�c tc-. lg• —GMP, •RernovE ?4 Ipt QaiSLf <br />1�2S�� -d�i2 �- 1L�rCh Fj?•pTil.. -- <br />I <br />DA115 <br />_6Y <br />GNICO <br />AP_P'D <br />a <br />/al �yi <br />ire <br />b <br />�G b <br />Q„r, t�z� ��•.T�� QL,.f�,/n.� _ IZII�IA1 a•, <br />' 1 <br />l WESTERN FUELS' UTAH / NC• <br />l� <br />Eag PORTALS AREA DRAINAGE AND <br />S ENTATION CONTROL, EXISTING <br />A PROPOSED. <br />DRAWN BYE A U SCALQREA MAP: I ��= IOO� Dh9W /NG NUMBER <br />CHECKED BY DATE DWFU-0172D <br />D.G.A. 11 - 1! -90 m <br />00356] <br />