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EROSION MAT
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EROSION CONTROL NOTES:
1) POST WDNR CERTIFICATE OF PERMIT COVERAGE ON SITE AND MAINTAIN UNTIL
CONSTRUCTION ACTIVITIES HAVE CEASED, THE SITE IS STABILIZED, AND A NOTICE
OF TERMINATION IS FILED WITH WDNR.
2) KEEP A COPY OF THE CURRENT EROSION CONTROL PLAN ON SITE THROUGHOUT
THE DURATION OF THE PROJECT.
3) SUBMIT PLAN REVISIONS OR AMENDMENTS TO THE WDNR AT LEAST 5 DAYS PRIOR
TO FIELD IMPLEMENTATION.
4) THE CONTRACTOR IS RESPONSIBLE FOR ROUTINE SITE INSPECTIONS AT LEAST
ONCE EVERY 7 PAYS AND WITHIN 24 HOURS AFTER A RAINFALL
EVENT OF 0.5 INCHES OR GREATER. KEEP INSPECTION REPORTS ON -SITE AND
MAKE THEM AVAILABLE UPON REQUEST.
5) THE CONTRACTOR IS RESPONSIBLE FOR ROUTINE SITE INSPECTIONS AT LEAST
ONCE EVERY 7 DAYS AND WITHIN 24 HOURS AFTER A RAINFALL
EVENT OF 0.5 INCHES OR GREATER. KEEP INSPECTION REPORTS ON -SITE AND
MAKE THEM AVAILABLE UPON REQUEST.
6) INSPECT AND MAINTAIN ALL INSTALLED EROSION CONTROL PRACTICES UNTIL THE
CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED.
7) WHEN POSSIBLE: PRESERVE EXISTING VEGETATION (ESPECIALLY ADJACENT TO
SURFACE WATERS), MINIMIZE LAND -DISTURBING CONSTRUCTION ACTIVITY ON
SLOPES OF 20% OR MORE, MINIMIZE SOIL COMPACTION, AND PRESERVE TOPSOIL.
6) REFER TO THE WDNR STORMWATER CONSTRUCTION TECHNICAL STANDARDS AT
http:lldnr wLgovltopiclstormwatedstandardslconst_standards.htmL
EROSION CONTROL SEQUENCING
SITE PREPARATION
1, INSTALL EROSION BARRIERS (SILT FENCE) AT THE DOWNSTREAM END OF
GRADING ACTIVITIES PRIOR TO STARTING CONSTRUCTION ACTIVITIES.
2, IF NECESSARY, STOCKPILE TOPSOIL IN AREAS DEEMED EFFICIENT BY THE
CONTRACTOR. STOCKPILES TO BE SURROUNDED WITH SILT FENCE AND
TEMPORARY SEEDED,
3. INSTALL ADDITIONAL EROSION CONTROL MEASURES AS NEEDED DURING THE
CONSTRUCTION PROCESS, SUCH AS REPLACE SILT FENCE ON SITE AS
GRADING PROGRESSES
4. GRADE THE SITE TO THE DESIRED GRADES FOR THE BUILDINGS, DRIVEWAYS
AND ROADS.
FINAL RESTORATION
1, RESTORE ALL DISTURBED AREAS AS SOON AS PRACTICABLE. ALL AREAS
MUST BE TOPSOILED, SEEDED AND MULCHED OR MATTED, EROSION MAT
MUST BE USED ON THE STORM WATER FACILITIES SIDE SLOPES AND ANY
SLOPES THAT ARE 4:1 OR STEEPER AS SHOWN.
2. CONTRACTOR SHALL MONITOR SEEDING TO ENSURE THAT GERMINATION
OCCURS, ADDITIONAL WATERING OR EROSION CONTROL MAY BE NECESSARY
AFTER FINAL SEEDING.
RESTORATION AND SEEDING
RESTORE ALL DISTURBED AREAS WITH 4" OF TOPSOIL AS SOON AS PRACTICABLE
ALL AREAS MUST BE TOPSOILED SEEDED AND MULCHED OR MATTED. TYPE A
EROSION MAT MUST BE USED ON THE STORM WATER FACILITY SIDE SLOPES AND
ANY 3:1 SLOPES WITH FLOW LENGTHS LESS THAN 60 FEET. TYPE B EROSION MAT
MUST BE USED ON 3:1 SLOPES WITH FLOW LENGTHS GREATER THAN 60 FEET.
PRIOR TO THE PLACEMENT OF SEED, THE AREAS OF TOPSOIL SHALL BE
FERTILIZED AT THE APPLICATION RATE OF 10 POUNDS PER 1000 SQUARE FEET.
FERTILIZER SHALL BE INCORPORATED TO A DEPTH OF 2 INCHES,
35% KENTUCKY BLUEGRASS
30% CREEPING RED FESCUE
20% KENTUCKY PARK BLUEGRASS
10% PERENNIAL RYE - FIESTA 2
5% OTHER GRASSES
APPLICATION RATE SHALL BE A MINIMUM OF 5 LBS, PER 1000 SQUARE FEET. THE
CONTRACTOR SHALL RAKE, AND PREPARE SEED BED PRIOR TO APPLYING
FERTILIZER, SEED AND MULCH, AND THE PREPARED AREA SHALL BE APPROVED
BY ENGINEER PRIOR TO COMMENCING.
THE CONTRACTOR SHALL LANDSCAPE AND RESTORE ALL DISTURBED AREAS TO
THE TYPE AND EXTENT AS SHOWN ON THE PLANS, AREAS DISTURBED BY THE
CONSTRUCTION OUTSIDE THE PROJECT LIMITS, AS DETERMINED BY THE
ENGINEER, SHALL BE RESTORED BY THE CONTRACTOR AT HIS EXPENSE.
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PAVEMENT EDGE
DRIVEWAY CENTERLINE
EXISTING OVERHEAD POWER
APPROXIMATE SHORELINE FOOTAGE 417.5 FEET.
30' VIEWING CORRIDOR ALLOWED PER 100'.
MEANDER LINE
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CERTIFIED SURVEY MAP N8412
14037 W COUNTY HWY E
PIN 004-83MB-5305
240,389 SO. FT. TO OHWM AND RIW
5.5 ACRES
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125' MAXIMUM WIDTH VIEWING CORRIDOR
ORDINARY HIGH WATER MARK
PROPERTY MONUMENT (TYP)
35 FOOT OHWM BUFFER
75 FOOT OHWM SETBACK
-� FOUNDATION PLAN
POWER PEDISTAL
— EXISTING WELL
PROPERTY LINE (TYP)
EXISTING EDGE OF TREES
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