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SEE SHEET C1.55 FOR DETAILS.3.2/, � SE lw ` SE . ` . . . ` . . . . . . . . . ` �-f o C I r 3.1%W • = =♦ TV lw AW FII — N • y y y 1.4% I I WW � 0� W. TORANA ST. MB ` . .� fj • + WJ' J W W W W J W —J - - - J W—7 J T 0 .6/ 0.6/06/ W Cn � .J J J J J W J J07%� O• / 4'1/o 'oz/ W W V J W J J J J J W J J J W J J W W J J J V V W V V V V W V V V V V W V V ✓ kA J J J J J W J J W J J cl) V V W J W J J J J J J W J J J J J J W W O.7/0 .4/ 0 . J V J J V J . J V J J V J J .0 � / . . . W J J J J J. J W J J J W J J W J . J W J J W J . J W J J W J . J J J J W J . J W J J W J . J . J W o�° o /oo5/ W Jo�/ V V W V V W O.4/ J W J J J J J W J J J W 05'y\ Infiltration Basin Stabilization Note: co THE BOTTOM SEED MIX IN INFILTRATION BASIN SHALL NOT BE INSTALLED UNTIL THE RECEIVING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED.AFTER THE BASIN H A SL - - - - - - BEEN CUT TO FINAL GRADE, FILTER FABRIC SHALL BE INSTALLED ON THE BOTTOM OF THE BASIN. UPON STABILIZATION OF THE DRAINAGE AREA,THE FILTER FABRIC AND 439% ACCUMULATED SEDIMENT ARE TO BE REMOVED, SUBSOIL TILLED/DISCED/RIPPED,AND THE SEED MIX LAYER(S)INSTALLED. IF DESIGN INFILTRATION RATE,AS DETERMINED BY A QUALIFIED TESTING LABORATORY OR PROFESSIONAL ENGINEER, OF 1- INHOUR IS NOT ACHIEVED, BASIN SHALL BE RE-TILLED/DISCED/RIPPED AND TESTING REPEATED UNTIL DESIGN INFILTRATION RATE IS ACHIEVED. 00 \ CD� ww \ 1! Now cc 468/ �,yr■■■�. 1 J=�cOOyOi c R00 GIRR 1/10 \U3L 25.6% PHASE 2 - SEE SWPPP OVERVIEW FOR TEMPORARY STABILIZATION CJG w wo cc _C3 CD 32.1% cocco c..) o w \ Revisions 1 -- - - -- - - -- - 1 JmI I I I (T III om'T�CTV I II II I I �•_-• ••;E`O IIIIIII OI J T_ — - - - - — - -- - - -- - - -iIIII — IRR IIIIIII IIIIIII IIIIIII IIIIIII - - IRR 6 � w co 0 30' 60' Project No.: 123200SWPPP Area D Date of Issuance: 4.15.2025 Horizontal Scale: 1" = 30' Project Milestone: Permit Set Oct 7 CTI 10 10 SWPPP Area D. _ / W �y - s3 C1 ��o