DCPZP-2017-00653 - Laserfiche WebLink

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0 V 4'z 2 z 2'(MIN.) - Q WOOD POST �. w # 4 1` V) FILTER FABRIC - Q SHEET FLOW aa (mo ~ HORSESHOE BEND I �` ,;,.: ; r 1. N I.Ia 7c d•att:lyah:a�:n.s'c.. - t O =1 E11a1 11. JI=11= i=di=iI= I;€ 11 JI 11=1 1=11? 1,J1 J1. .1 `° i 1 2'MINIMUM I1=1 - --J1I=J � '_ UNITS OF DISTURBANCE CO, 1 _ EXTEND FABRIC TO r y: y ,-- I 4'BELOW SURFACE t - t:PRO I ii--- .a _ - -'I � GETATED ( � 4 O (SD SILT FENCE CDNSTRUCTKIN (SHEET FLOW) � 'r� ` i BUFFER I.. } ,I it I 4.. 4144 f s (i f *v� — CO MAINTAIN SILT SOCKS UNTIL -47 SILT FENCE n. ".... VEGETATION IS ESTABUSHED. �0# 4 OR SOCK 2 I - a # (SEE DETAIL) c, "� CROSSING ROD STAKES SHED f km4.�Lit,1• , co (10'SPACING) t NOMINAL 2'X 2'X 30'MIN ®. I I� , I O `LTEREX)X SILIS0XX(OR EQUAL) ■ s3 ' 1 t SHEET FLOW ``• m EX. DRIVEWAY z ` - .. tEs i r�M II .. _. I 11=i1=, =11a11—'Ii=1L=Y II 11= .� I 1 r J1IIIII=11II11 11.111�.II11h171II= 2 UNNAMED - I I.. _r .. , 11 II .11=11 II .11= 00 -11--11-11-11-11-11-11- INTERMITTENT STREAM CU 2*HOUSE ■ o(SD SILT SOCK DETAIL , .. >r -4 A a a ;a +;f+i r . CO i It. E l' X: ' T ,BARN F 1 I 7 _ N EROSION NOTES: SEDIMENT REACHING THE PUBLIC ROAD SHALL BE REMOVED BY STREET CLEANING(NOT O HYDRAUUC FLUSHING) BEFORE THE END OF EACH WORKDAY. C.) THE EXISTING VEGETATED BUFFER SHALL BE PROPERLY MAINTAINED FOR MAXIMUM eL EFFECTIVENESS THROUGHOUT THE PROJECT. ALL EROSION CONTROL MEASURES AND • STRUCTURES SERVING THE SITE MUST BE INSPECTED AT LEAST WEEKLY OR WITHIN 24 HOURS O OF A 0.5 INCH RAIN EVENT. ALL MAINTENANCE WILL FOLLOW AN INSPECTION WITHIN 24 _y HOURS. N CUT AND FILL SLOPES SHALL BE NO GREATER THAN 3:1. CP Al' EROSION CONTROL IS THE RESPONSIBIUTY OF THE CONTRACTOR UNTIL ACCEPTANCE OF THIS V) PROJECT. EROSION CONTROL MEASURES AS SHOWN SHALL BE THE MINIMUM PRECAUTIONS THAT WILL BE ALLOWED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECOGNIZING AND CORRECTING ALL EROSION CONTROL PROBLEMS THAT ARE A RESULT OF CONSTRUCTION O ACTIVITIES. ADDITIONAL EROSION CONTROL MEASURES, AS REQUESTED IN WRITING BY THE N i 1(0 STATE OR LOCAL INSPECTORS, OR THE DEVELOPER'S ENGINEER, SHALL BE INSTALLED WITHIN 24 HOURS. TO OBTAIN LOCA1ION OF PARRaPANTY UNDERGROUND TIME SCHEDULE: �' FACILITIES aEFORE you DIG IN WISCONSW SEPTEMBER 1, 2017 - JUNE 15, 2018 CONSTRUCT SHED AND RESTORE DISTURBED AREAS. IJI CALL DIGGERS HOTLINE J 1-800-242-8511 J RESTORATION NOTES: TOLL FREE ALL PERVIOUS DISTURBED AREAS SHALL RECEIVE A MINIMUM OF FOUR (4) INCHES OF TOPSOIL, 0. . a 60 120 TOD(FOR THE HEARING IMPAIRED)(800)542-2289 FERTILIZER, SEED AND MULCH. RESTORATION WILL OCCUR AS SOON AFTER THE DISTURBANCE ■ ■ ■ . WS.STATUTE 182.0175(1974) C� AS PRACTICAL SEED MIXTURE 20 SHALL BE USED ON ALL AREAS. MIXTURES SHALL BE IN REQUIRES MM.OF 3 WORK DAYS z ACCORDANCE WITH SECTION 630 OF D.O.T. SPECIFICATIONS. AN EQUAL AMOUNT OF ANNUAL NOTICE BEFORE YOU EXCAVATE RYEGRASS SHALL BE ADDED TO THE MIX. --.-= DRAINAGE ARROW Ct SEED MIXTURES SHALL BE APPUED AT THE RATE OF FOUR (4) POUNDS PER 1,000 SQUARE LJ J FEET. FERTILIZER SHALL BE APPLIED AT THE RATE OF FOUR (4) POUNDS PER 1,000 SQUARE REGO PROPOSED SHED — TOWN OF VERONA LLB FEET. MULCH WILL CONSIST OF STRAW OR HAY APPUED AT A RATE OF TWO (2) TONS PER z ACRE. EROSION CONTROL PLAN AND DETAILS EXHIBIT #2 0 FERTILZER SHALL MEET THE MINIMUM REQUIREMENTS THAT FOLLOW: NITROGEN, NOT LESS DATED: AUGUST 16, 2017 z THAN 16%; PHOSPHORIC ACID, NOT LESS THAN 8%; POTASH, NOT LESS THAN 8%. L LI DISTURBED SLOPES GREATER THAN 20%SHALL BE RESTORED WITHIN 30 DAYS. Q U AM ENGINEERING, L L C atom_ Residential and Commercial 5de Design Consultants BOB REGO QUAM ENGINEERING, LLC Q 1828 COUNTY HIGHWAY PB ATTN: RYAN QUAM �� www.quamengineering.com VERONA, WI 53593 4604 SIGGELKOW ROAD, SUITE A MCFARLAND, WI 53558 4604 Slggelkow Road, Suite A; McFarland, Wisconsin 53558 Phone (608) 838-7750; Fax (608)838-7752