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24' ADS DOME-UCHT OU fY <br />2- e DIA. ORIFICES AT LEVEL A <br />OR APPROVED EQUAL <br />I - 3" DIA ORIFICE AT LEVEL 8 <br />CREST EL -66.50 — <br />m <br />I <br />I <br />0 <br />0 <br />LEV11 A EL -76.00 — <br />OLEVEL <br />A EL -85.35 — <br />24' <br />I <br />I <br />a <br />a v3 <br />P <br />INVERT EL -64.50 — <br />z <br />'a <br />LEVEL 8 <br />LEVEL B <br />OUTFALL STRUCTURE DUAL <br />(STA 3+60) <br />OUTFALL STRUCTURE DETAIL <br />24' ADS DOME -LIGHT DUTY2 <br />- 4' DIA. ORIFICES AT LEVEL A <br />OR APPROVED EQUAL <br />1 - r DIA GRACE AT LEVEL B <br />CREST LL -71.00 — <br />a <br />I <br />0 <br />0 <br />LEV11 A EL -76.00 — <br />24' <br />I <br />a <br />P <br />z <br />INVII2T EL -74.00 — <br />LEVEL B <br />OUTFALL STRUCTURE DETAIL <br />(8m) <br />I ' <br />C <br />36' - ,15' HDPE STORM SEWER O 2.0% <br />W/ END SECTION <br />EX. POWER POLE / <br />g <br />25' RADIUS / <br />I <br />THE STONE CONSTRUCTION ENTRANCE SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION. THE <br />TRACKING PAD IS TO BE MAINTAINED BY THE CONTRACTOR IN A CONDITION, WWIGIH WILL <br />PREVENT THE TRACK OF MUD OR DRY SEDIMENT ONTO THE ADJACENT PUBLIC STREETS. <br />SEDIMENT REACHING THE PUBLIC ROAD SHALL BE REMOVED BY STREET CLEANING (NOT <br />HYDRAULIC FLUSHING) BEFORE THE END OF EACH WORKDAY. <br />EROSION CONTROL DEVICES SHALL BE INSTALLED PRIOR TO GRADING OPERATIONS AND SHALL BE <br />PROPERLY MAINTAINED FOR MAXIMUM EFFECTIVENESS UNTIL VEGETATION IS ESTABLISHED. ALL <br />EROSION CONTROL MEASURES AND STRUCTURES SERVING THE SITE MUST BE INSPECTED AT <br />LEAST WEEKLY OR WITHIN 24 HOURS OF A 0.5 INCH RAIN EVENT. ALL MAINTENANCE WILL <br />FOLLOW AN INSPECTION WITHIN 24 HOURS. <br />SILT FENCE SHALL BE FIELD LOCATED BY THE ENGINEER. <br />CUT AND FILL SLOPES SHALL BE G GREATER THAN 3:1. <br />MULCH SHALL BE APPLIED TO DISTURBED SLOPES 20X OR GREATER AT THE END OF EACH <br />WORKDAY AND PRIOR TO FORECASTED RAIN EVENTS. <br />EROSION CONTROL IS THE RESPONSIBILITY OF THE CONTRACTOR UNTIL ACCEPTANCE OF THIS <br />PROJECT. EROSION CONTROL MEASURES AS SHOWN SHALL BE THE MINIMUM PRECAUTIONS THAT <br />WILL BE ALLOWED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECOGNIZING AND CORRECTING <br />ALL ER09GN CONTROL PROBLEMS THAT ARE A RESULT OF CONSTRUCTION ACTIVITIES. <br />ADDITIONAL EROSION CONTROL MEASURES. AS REQUESTED W WRITING BY THE STATE OR LOCAL <br />INSPECTORS, OR THE DEVELOPER'S ENGINEER, SHALL BE INSTALLED WITHIN 24 HOURS <br />71i1iF.. <br />OCTOBER 1, 2006 INSTALL INITIAL EROSION CONTROL DEVICES <br />OCTOBER 2 - NOVEMBER 3. 2006 CONSTRUCT DRIVEWAYS AND RESTORE DISTURBED ARI <br />OCTOBER B. 2006 - JANUARY 6, 2007 CONSTRUCT BARN AND RESTORE DISTURBED AREAS <br />NOVEMBER 15. 2006 - NOVEMBER 15. 2007 CONSTRUCT HOUSE AND RESTORE DISTURBED AREAS. <br />ALL DISTURBED AREAS SHALL RECEIVE FERTILIZER, SEED AND MULCH. RESTORATION WILL <br />OCCUR AS SOON AFTER THE DISTURBANCE AS PRACTICAL SEED MIXTURE 20 SHALL BE USED <br />ON ALL AREAS MIXTURES SHALL BE IN ACCORDANCE WITH SECTION 630 OF D.O.T. <br />SPECIFICATIONS. AN EQUAL AMOUNT OF ANNUAL RYEGRASS SHALL BE ADDED TO THE MIX <br />SEED MIXTURES SHALL BE APPLIED AT THE RATE OF FOUR (4) POUNDS PER 1,000 SQUARE <br />FEET. FERTILIZER SHALL BE APPLIED AT THE RATE OF FOUR (4) POUNDS PER 1,000 SQUARE <br />FEET. <br />FERTILIZER SHALL MEET THE MINIMUM REQUIREMENTS THAT FOLLOW: NITROGEN, NOT LESS THAN <br />16r4 PHOSPHORIC ACID, NOT LESS THAN 674 POTASH, NOT LESS THAN 6X <br />HAMILTONJEN_ El NC, LLC <br />5215 $UMME3R VALLEY CIRCLE ATIN: RYAN GUAM <br />DEFOREST, WI 53532 4 93A�NSON BEACH ROAD <br />MCF <br />MEDIUM RIPRAPY W/ FABRIC <br />(10'X20'X2') <br />INV=63.76 <br />DETENTION POND, <br />STA 3+60 ' <br />EX. TREE LINE <br />It, MKJ -z< <br />3* -4' CLEAR STOLE <br />41' - 15' HDPE STORM SEWER <br />O 4.8% W/ END SECTION <br />INV=72.03 <br />/ 24' DIA. NYLOPLAST CATCHBASIN` <br />/ W/ 24" ADS DOME-UGIiT DUTY <br />/ (SEE DETAIL) <br />20' WOE EMERGENCY OVERFLOW - — — — — - <br />/ 'CREST EL=77.25 <br />/ - - - DETENTION POND <br />APPLY MuuCy � DISTURBED SLOPES <br />GRE/CTER THAN -20% PRIOR TO /' -- — EDIU <br />/ FORECASTED RAIN- EVENTS. .,.W <br />CMP CULVERT_ - <br />W/ END SECTIONS <br />SE INV=78.50; NW RNV=77.90- J <br />X44' RADIUS'T' <br />- / TEMPORARY ROCK !/// <br />HECI�DAMARY ROCK CHECK DAM /// <br />2 DIi NYLOPLAST STANO PIPE {/ <br />/ 2qq' ADSDOME-LIGHT DUTY <br />�6 SEE.bETAIL) / <br />PROPOSEDI 6' X 125'---T— <br />O ABS0RP110NCELLS <br />i '(2 PEIZ SYSTEM) - <br />/ <br />20' X 20' DRIVEL <br />TURN-AR01 <br />2' MINIMUM <br />i <br />TEMPORARY ROCK <br />CHECK DAM <br />APPLY MULCH TO DISTURBED SLOPES' \, <br />- GREATER THAN_20x PRIOR <br />TO FORECASTED RAIN EVENTS. <br />DRIVEWAY (PRIVATE) <br />-SEE-TYPICAL DETAIL - <br />- (APPROX. 7.85 FEET LONG <br />BUILDING ENENVEL P <br />F L9 <br />HOUSE LOCATION I <br />BE DETERMINED f <br />JBY OTHERS) <br />I I ' <br />i - — CARAJE <br />TTO: ELEV- 111.00 <br />I o <br />V . V z r (MIN.) <br />WOOD POST <br />FILTER FABRIC <br />SHEET FLOW <br />�F-- <br />EXTEND FABRIC TO <br />4' BELOW SURFACE <br />SILT FMCE CONSTRUCTION (SHEET FLOW) <br />10' X 20' X 2' MEDIUM RIPRAP W/ FABRIC TO OBTAIN LOCATION OF <br />APPLY MULCH TO NEWLY i PARTICIPANTS UNDERGROUND <br />DISTURBED SLOPES GREATER FACILITIES BEFORE YOU <br />THAN 20% PRIOR TO r DIG IN WISCONSIN <br />FORECASTED RAIN EVENTS. <br />CALL DIGGERS HOTLINE <br />1-800-2T <br />G 42-8511 <br />EE <br />TDD(FOR THE HEART I IMRED)(B00)542-2289 <br />- Nig. STATUTE 18ZO175 (1974) <br />REQUIRES MIN. OF 3 WORK DAYS <br />NOTICE BEFORE YOU EXCAVATE <br />AP 76 <br />~ PROPOSED BARN <br />SLAB EL -84.0 <br />SORA Y OCK <br />HE AM t <br />20'x20' ORIVEWAY ' <br />TURN -AROUND' <br />1� <br />DRIVEWAY (PRIVATE) <br />SEE TYPICAL DETAIL <br />/ J <br />N <br />I GED-i?RERMAt AREA <br />f (1,)0, X 150') <br />EX. TREE LINE <br />7 77-77 <br />16' <br />2z' �� <br />�— 2% <br />1 <br />o:• <br />2" - 3/4" STONE <br />4" - 2" STONE BASE COURSE <br />2' L_ <br />DRIVEWAY STA 1+30 - 6+K 17+00 -• 29+00) <br />CROSS SECTION DETAIL <br />L� 12' <br />4� 6 vo6 <br />2-- -2X-_ <br />T, <br />r� 1 2' - 3/4' STONE r� 1 <br />4' - 2" STONE BASE COURSE <br />- { 2' I-- --1 2' �- <br />DRIVEWAY (STA Z,+&.) - 9+00) <br />TYPICAL CROSS SECIM DETAIL <br />6' THICK LAYER OF _ <br />2' WASHED STONE <br />1' <br />FLOW�- <br />�I <br />.11 1-11511 I=I_=1 � l -I � I -I 15111=111=11 I -I I I -I I=1I III I -I I �' <br />1�1111��1����I111���11��1�1��T1��711111�11��11111�����=-III�III� <br />ROCK CIIEM DAM DETAIL <br />HAMILTON BARN do DRIVEWAY — TOWN OF ROXBURY <br />GRADING AND EROSION CONTROL PLAN <br />EXHIBIT #4 <br />DATED: SEPTEMBER 25, 2006 <br />QUALM ENGINEERING, LLC <br />Residential and Commercial 5i1e Design Consultants <br />4893 Larson Beach Road; McFarland, Wisconsin 53558 <br />Phone (608) 838-7750: Fax (608) 838-7752 <br />