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<br />EROSION
<br />
<br />CONTROL
<br />
<br />PLAN
<br />
<br />N
<br />
<br />
<br />LOT 3, CSM. NO. 7432, LOCATED. IN THE NW 1/4 OF THE NE 1/4,
<br />SECTION 22, T08N, R 11 E, TOWN OF SUN PRAIRIE, DANE COUNTY, WISCONSIN W
<br />
<br />ENGINEER
<br />
<br />Paulson & Associates, LLC
<br />James L. Simpson
<br />136 W. Holum Street
<br />DeForest, WI 53532
<br />
<br />BUlLDER/CUENT
<br />
<br />NELSON HOMES
<br />Diana Nelson
<br />4927 FeUond Drive
<br />Madison. WI 53718
<br />
<br />PROJECT INFORMA nON
<br />
<br />PROJECT NAME: LOT 3, C.S.M. NO. 7432
<br />PARCEL NUMBER: 0811-221-8743-0
<br />PREDOMINANT SOIL TYPE: DnB
<br />SECONDARY SOIL TYPE: N/A
<br />TOTAL LOT AREA: +/- 96,780 SO.FT.
<br />TOTAL DISTURBED AREA: 33,000 SO.FT.
<br />EXISTING IMPERVIOUS AREA: 0 SO.FT.
<br />PROPOSED IMPERVIOUS AREA: 13,500 SO.FT.
<br />NEW IMPERVIOUS AREA: 13,500 SOH.
<br />
<br />BASIS OF BEARINGS
<br />
<br />THE EAST LINE OF
<br />LOT 3 IS RECORDED
<br />TO BEAR S01'31'32"E
<br />
<br />SCALE
<br />
<br />1" = 80'
<br />
<br />P""'\..........-
<br />o 40
<br />
<br />80
<br />
<br />160
<br />
<br />CONSTRUCTION SEQUENCING
<br />
<br />1. INSTALL SILT BARRIERS (FENCE) AS REQUIRED ON OR
<br />AFTER JULY 6, 2010,
<br />
<br />2. STRIP TOPSOIL SO AS TO MINIMIZE AREA OF DISTURBANCE.
<br />
<br />3. GRADE SITE FOR FOUNDATION. PLACE TEMPORARY STOCKPILE
<br />IN AREA SHOWN ON SITE PLAN (iF NEEDED).
<br />
<br />4. BACKFlLL FOUNDATION AS SOON AS PRACTICAL
<br />
<br />5. COMPLETE DRIVEWAY SUBGRADE AND BASE COURSE,
<br />RETAINING WALLS (IF APPLiCABLE) AND ROUGH LOT GRADING.
<br />
<br />6. FINISH GRADING WITH SAL VAGEO TOPSOIL.
<br />
<br />7. STABiLIZE SI7E WITH SEED AND MULCH, AS SPECIFIED, NO
<br />LATER THAN SEPTEMBER 15, 2010.
<br />
<br />OWNER
<br />Ricky C. & Nancy L. Korn
<br />2462 Erickson Street
<br />Stou9hton, WI 53590
<br />
<br />LEGEND
<br />
<br />Xn.o EXISTING SPOT ELEVATION
<br />9Rb PROPOSED SPOT ELEVATION
<br />~ PROPOSED SLOPE (7% MAXIMUM)
<br />
<br />I '"
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<br />
<br />PROPOSED IMPERVIOUS AREA
<br />
<br />--0----0-- SILT FENCE
<br />
<br />. 1-1/2" IRON PIPE (FOUND)
<br />
<br />- SET BACK LINE
<br />
<br /><931.6> TOP OF IRON ELEVATION
<br />--- RfTAINING WALL (ADJACENT GRADE
<br />NOT TO EXCEED 7% SLOPE)
<br />
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<br />LAND SURVEYING & ENGINEERING
<br />DEFOREST, WI
<br />608.846.2523
<br />www.PaulsonAndAssocifltes.net
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<br />LOT 2
<br />CSM. NO. 7432
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<br />~ TRACKING PAD .
<br />1/ 50' LONG
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<br />C.S.M. NO. 9522
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<br />GENERAL NOTES: r t1 fe;;)
<br />
<br />THIS PLAN IS FOR EROSION CONTROL PURPOSES ONLY.
<br />CONTOUR LINES SHOW EXISTING CONDmONS.
<br />100 YEAR FLOOD PLAIN NOT LOCATED.
<br />
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<br />
<br />EROSION CONTROL NOTES:
<br />
<br />EROSION CONTROL DEVICfS SHALL BE INSTALLED PRIOR TO ANY
<br />SITE DISTURBANCE (iNCLUDING CLEARING AND GRUBBING) AND
<br />. SHALL BE PROPERLY MAINTAINED FOR A MAXIMUM EFFECTNENESS
<br />UNTIL VEGETATION IS RE-ESTABLlSHED.
<br />
<br />SIGNIFICANT CHANGES IN TIMING OR EROSION CONTROL METHODS
<br />REOUIRE PRIOR APPROVAL FROM DANE COUNTY ZONING.
<br />
<br />INSPECTIONS, MAINTENANCE AND REPAIRS
<br />ALL EROSION CONTROL MEASURES AND STRUCTURES SERVING THE
<br />SITE MUST BE INSPECTED AT LEAST WEEKLY OR WITHIN 24 HOURS
<br />FOLLOWING A 1/2-1NCH OF RAINFALL EVENf ALL MAINTENANCE
<br />WILL FOLLOW AN INSPECTION WITHiN 24 HOURS.
<br />
<br />CRUSHED STONE TRACKING PAD
<br />ACCESS ONTO PUBLIC ROADWAYS ARE TO BE MAINTlANE:D IN GOOD
<br />CQND/TJON WITH A MINIMUM OF A 12~INCH LAYER OF 3n TO 6"
<br />CLEAR STONE, AT LEAST AS WIDE AS THE FINISHED DRIVEWAY AND
<br />rNSTALLm FROM THE CURB LlNf TO AS CLOSE AS POSSIBLE TO THE
<br />GARAGE FOUNDATION.
<br />INSTALL NON-WOVEN FILTER FABRIC OVER TRACKING PAD AREA
<br />PRIOR TO PLACING STONE.
<br />PUBLIC ROADWAYS ARE TO BE KEPT CLEAN AND FREE FROM MUD
<br />OR OTHER DEPOSITS AT ALL TIMES. IF TRACKING OCCURS AT A
<br />MIN!MUM, CLEAN AT THE: END OF EACH WORK DAY THEN IMPROVE
<br />THE SrrE CONDITIONS OR PROCEDURES TO PRE:\IENT ANY FURTHER
<br />TRACKiNG. CLE:ANlNG OF PUBLIC ROADWAYS SHALL 8E BY SCRAPING
<br />AND/OR SWEEPING, NOT BY FLUSHiNG.
<br />
<br />SILT FENCE
<br />
<br />GRAB STRENGTH: 100 LaS MIN. ANY DIRECTION
<br />MULLEN BURST: MINIMUM 200 PSI
<br />PORE SIZE: 50-14-0 MICRONS
<br />WATER FLOW RATE: 10 GAL/MIN/SF
<br />UV STABILITY: 90 PERCENT
<br />FABRIC SUPPORT: INDUSTRIAL POLYPROPYLENE NETTING WITH
<br />3/4-INCH GRID AND HEAVY DUTY NYLON TOP CORD.
<br />
<br />REMOVE $[OIMENT BEHIND SILT BARRIER WHEN DEPOSITS REACH
<br />HALF THE HEIGHT OF THE BARRIER.
<br />
<br />SEEDING AND FERTILIZING
<br />
<br />PERMANENT SEED SHALL BE SOWN AT THE RATE OF 2,0 Las
<br />PER 1000 SF AND CONFORM CLOSELY TO THE FOLLOWING MIxTURE:
<br />
<br />KENTUCKY BLUEGRASS ~ 35%
<br />HARD FESCUE ~ 20%
<br />TALL FESCUE - 20%
<br />PERENNIAL RYE - 25%
<br />
<br />ALL PERMANENT SEEDING SHALL BE FERTILIZED. FERTlUZER
<br />SHALL BE NON-PHOSPHOROUS, APPLIED AT THE RATE OF 10 LBS
<br />PER 1,000 SF. FERTILIZER PACKING SHALL CONFORM TO THE
<br />WISCONSIN ADMINISTRATiON CODE, CHAPTER AGRICULTURE 17.
<br />
<br />SUMMER WATERING
<br />
<br />FOR THE FIRST 6 WEEKS AFTER INITIAL STABILiZATION WITH SEED AND
<br />MULCH OR EROSION MAT, ALL NEWLY SEEDED AREAS ARE TO BE
<br />WATERED WHENEVER 7 DAYS HAS ELAPSED WITHOUT RAIN.
<br />
<br />EROSION MAT
<br />A TEMPORARY LINING (BLANKET) DESIGNED TO LAST 8 TO 12 MONTHS.
<br />TYPICALLY A 100% WEED FREE STRAW COVERED WITH A 1/2-INCH BY
<br />1/2-INCH POLYPROPYLENE NEmNG. ACCEPTABLE LiNINGS ARE NORTH
<br />AMERICAN GREEN'S S-75-BN OR OTHER WDOf'S CLASS I, URBAN,
<br />TYPE A PRODUCTS.
<br />
<br />VEGETATIVE BUFFER STRIP
<br />
<br />BUFFER STRIPS ARE A STAND OF 6-8 IN SOD FORMING VEGETATION
<br />THAT UNIFORMLY COVER AT LEAST 90% OF A ONE SQUARE YARD PLOT.
<br />MAINTAINING SHEET FLOW IS CRITICAL TO THE PROPER OPERATION OF
<br />A BUFFER STRIP. WiDTH OF 25' (MINIMUM) TO 40' (MAXIMUM). SLOPE
<br />OF 1% (MINIMUM) TO 6% (MAXIMUM) WITH A 4% (DESIRED MAXIMUM).
<br />GRASSED VEGETATION SHOULD BE CUT AND REMOVED AT LEAST ONCE
<br />PER YEAR. MOWING SHOULD ONLY BE PERFORMED DURING DRY
<br />PERIODS USING LIGHTWEIGHT EQUIPMENT.
<br />
<br />DRAWN BY: J.L.S. & rw.p.
<br />
<br />PAGE 1 OF 1
<br />
<br />FILE NO.: 07-112
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