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Home My WebLink About17080193.19301 27. 25 22: 201 SLOPE 1T. LENGTH 151 12 1O 75 50 25 CONTRIBUTING OI DRAINAGE AREA . TWO ACRES MAXIMUM.. RPRAP CHECK DAM • DAM HETOR - Two FEET MAXMLIkt CENTER OF TIME DAM TO BE AT LEAST MINE NCHES LOWER THAN THE POINTS OF CONTACT BETWEEN THE UPPERMOST POINTS OF THE WRAP DAM AND CHANNEL BANKS SIDE SLOPE - RATIO OF 21 OR FLATTER. • SPACING - TOE OF THE UPSTREAM DAM AT SME EIFVAIION AS OVERFLOW WEIR OF THE DOWNSTREAM DAM. OVERFLOW AREAS • STABILIZED TO REDUCE SCCUR/EROSION ALONG SIDES AND BELOW THE DAM FILTER MECUM • PLACED ON UP-SLOPE SIDE OF DAN. HEX17 - TO BASE OF OVFRFLCW WEN NOTCH. MATERIALS • GEOTEXTLE FABRIC (8 OUNCE OR HEAVIER: NON -WOVEN). INOANA DEPARTMENT OF TRANSPORTATION REVELMENT RIPRAP FOR DAL • IND07 CA NO. 5 AGGREGATE FOR USE AS FILTER MEDIUM (AGGREGATE MUST BE WELL -GRADED} NOTE, INGOT CA NG 8 AGGREGATE IS ACTABLE F KM S 6 NOT AVALABLE THE USE OF No. 8 AGGREGATE MAY RE91T N MORE FREQUENT 010ElOPPWID of THE STRUCTURE AND WILL IMOEAN THE FREQUENCY OF STRUCIM MAINTENANCE. S 1. LAY OUT THE LOCATION OF THE CHECK DAIL 2 EXCAVATE A CUTOFF TRENCH INTO THE CHANNEL BOTTOM AND DITCH BANKS EXIDDNG R A MINIMUM OF 18 INCHES BEYOND THE TOP OF THE DITCH BANK. I INSTALL AND ANCHOR FILTER FABRIC N THE CANNEL AND CUTOFF TIE/ICI. 4. RACE RPRAP N THE CUTOFF TREIMON AND CHANNEL TO THE LIES AND DIMENSIONS SHOWN N THE CONSTRUCTION PLANS THE CENTER OF EACH DAM MUST BE AT LEAST WE NOES LOWER THAN THE UPPERMOST POINTS OF CONTACT BETWEEN THE RPRAP DAM AND CHANNEL BANKS 5, EXTEND THE RPRAR AT LEAST 18 INCE BEYOND THE E NN TOP OF TCHANNEL BANKS TO KEEP OVERFLOW FROM ERODING AREAS ADJACENT TO THE CHANNEL BATIKS BEFORE IT RE-ENTERS THE CHANNEL 6. PLACE FILTER MEDIUM (INGOT CA NO. 5 AGGREGATE) ON THE LR -SLOPE SIDE OF THE DAM. PLACE FLIER MEDIUM OVER THE ENTIRE FACE OF THE DAM LR TO THE BASE OF THE OVERFLOW NOR NOTCH. 7. STABILIZE TIE OIANIIEL ABOVE THE 11PPERI1M DAM 0. INSTALL AN EROSION-REZ;:T LNNG N TE GUNNEL BELOW THE LOWERMOST DAM, THE LINING 94OLLD EXTEND A MINIMUM DISTANCE OF SIX FEET BELOW THE DAM. 2. ADDITIONAL SEDIMENT STORAGE CAN BE PROVIDED BY EXCAVATING A SMALL SEDIMENT TRAP ON THE UPSTREAM SIDE OF THE CHECK DAN. �� WITHIN 24 HOURS OF EACH RAIN EVENT AND AT LEAST ONCE EVERY WHEN CALENDAR DA15 F SCNFICART EROSION OCCURS BETWEEN DAMS INSTALL AN EROSION -RESISTANT LINER IN THAT PORTON OF THE CHANNEL FLIER MECUM REMOVE ACCUMULATED3Y.-> MAINTAIN CHANNEL CAPACITY. ALLOW DRAINAGE THROUGH THE DAM, AND PPREVENT FLOW A ----- FROM DISPLACING SEDIMENT AM JaPRAP AND AGGREGATE AS NEEDED TO WAJNTAIN DESIGN HEIGHT AND CROSS SECTION 01 -,k ------------- THE D WHEN DAMS ARE NO LONGER NEEDED. REMOVE THE RPRAP AND AGGREGATE AM STABILIZE THE Alk CHANNEL USING AN ER09CN-REStSTANT LINING IF NECESSARY. (WRAP AND AGGREGATE FROM A CREST THE DAM MAY BE REMOVED OR UTILIZED TO STASPUZE THE CHANNEL) 0 TOE OFOD'�MQAM ECK DAMS IN PSIENNAL i"] ROCK CHECK DAM NOT USE CHICK HOT TO SCALE (REV01/17) A 3 B t1i a tX'- X X X X x x x 1 STAPLE PER SO. YD. 9J STARES PER SG YD. KssaA STAPLE REODUMDEAT04S B C C B C A A B B SLOPE GRADIENT C _ - J ETTTCTVEnLIFE • THE FUNCTIONAL UFE OF AN EROSION CONTROL BLANKET IS DEPENDENT ON THE MATERIALS USED. ANCHORING • STAPLES• PNS OR STAKES USED TO PREVENT MOVEMENT OR DISPLACEMENT OF BLANKET, X X (FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR SPECIFIC APPLICATIONS) MATERIALS • ORGANIC (STRAW, EXCELSIOR. WOVEN PAPER. COCONUT FIBER, ETC.) OR SYNTHETIC MULCH INCORPORATED NTH A POLYPROPYLENE, NATURAL FIBER OR SIMILAR NETTING MATERIAL (THE NETTING MAY BE BIODEGRADABLE, PHOTODEGRADABLE OR PERMANENT) _SPIECIFICATICkS 7RAINAGE AREA • LJMITCO TO ONE-QUARTER ACRE PER IGO WEAR FEET OF FENCE- FURTHER ENCEFURTHER RESTRICTED BY SLOPE STEEPNESS (SEE TABLE 1). EFFECT UFE • SIX MONTHS (MA)IMUM). LOCATION • INSTALLED PARALLEL TO THE SLOPE CONTOUR. • MINIMUM OF 10 FEET BEYOND THE TOE OF THE SLOPE TO PROVIDE A BROAD. SHALLOW SEDIMENT POOL • ACCESSIBLE FOR MAINTENANCE (REMOVAL OF SEDIMENT AND SILT FENCE REPAIR). SPACING TABLE 1. SLOPE STEEPNESS RESTRICTIONS PERCENT SLOPE MAXIMUM DISTANCE < 2% < 5O1 100 FEET 2x =,5X 50:1 TO 20;1 75 FEET 5x -NOP 20:1 To 10:1 so FEET lox - 20x' 1O1 TO 5:1 7g FEET > 201 > 5:1 1 15 FEET -CONSDER OTHER ALTERNATIVES NOTE MULTIPLE ROWS OF SILT FENCE ARE NOT RECOMMENDED ON THE SAME SLOPE- TRENCH LOPETRENCH • DEPTH: EIGHT INCHES MINIMUM. • WIDTH,. FOUR INCHES MNMUM. • AFTER INSTALLING THE FENCE BACKFILL NTH SOL MATERIA, AND COMPACT (TO BURY AND ANCHOR THE LOWER PORTON OF THE FENCE FABRIC). NOTE: AN ALIEIF/ATIVE TO TRENCHING 6 TO USE MECHANICAL EQUIPMENT TO PLOW N THE AT F04CE MATERIALS AND SILT FENCE SPECIFICATIONS • FABRIC - WOVEN OR NCN-MOVEN GEOTEXTLE FABRIC, MEETING SPECIFIED MINIMUMS OUTLINED IN TABLE 2 - TABLE TABLE 2 GEOTEXTILE FABRIC SPECIFICATIONS FOR SILT FENCE (MINIMUM) PHYSICAL PROPERTY WOVEN NON -WOVEN GEOTEXTLE FABRIC GEOTEXIIIE FABRIC FILTERING EFFICIENCY 55x 85% TEXTILE STRENGTH AT 20% ELONGATION STANDARD STRENGTH 30 LBS PER UNEAL NCH 50 LBS PER LINEAL INCH EXTRA STRENGTH 50 LBS PER LINEAL INCH 70 LBS PER LINEAL INCH SLURRY FLOW RATE 0.J GAL IN. ARE F00T 4.5 GAL MIC ARE F00T WATER FLOW RATE 13 CAL. N. ARE FOOT 220 GAL N. ARE FOOT UY RESISTANCE 7Ox 851 POST SPACING 7 FEET 5 FEET NOTE SILT FENCES CAN BE PURCHASED COMMERCIALLY. • HEIGHT - A MINIMUM OF 18 INCES ABOVE GROUND LEVEL (30 INCHES MAXIMUM). • REINFORCEMENT - FABRIC SECURELY FASTENED TO POSTS 'NTH WOOD LATHE SUPPORT POSTS - 2.2 INCH HARDWOOD POSTS STEEL FENCE POSTS MAY BE SUBSTITUTED FOR HARDWOOD POSTS (STEEL POSTS SHOULD HAVE PROJECTIONS FOR FASTENING FABRIC). • SPACING - EIGHT FEET MAOMUM IS FENCE IS SUPPORTED BY MINE MESH FENCING SIX FEET MAXIMUM FOR EXTRA -STRENGTH FABRIC WITHOUT WRE BACIGNG �uY iOUT THE LOCATION OF THE FENCE SO THAT IS IS PARALLEL TO THE CONTOUR OF THE SLOPE AND AT LEAST 10 FEET BEYOND THE TOE OF THE SLOPE TO PROVIDE A SEDIMENT STORAGE AREA. TURN THE ENDS OF THE FENCE UP SLOPE SUCH THAT THE PONT OF CONTACT BETWEEN THE GROUND AND THE BOTTOM OF THE FENCE END TERMINATES AT A HIGHER ELEVATION THAN THE TOP OF THE FENCE AT ITS LOWEST PONT. 2 EXCAVATE AN EIGHT -NCH DEEP BY FOUR -INCH WIDE TRENCH ALONG THE ENTIRE LENGTH OF THE FENCE UNE INSTALLATION BY PLOWING IS ALSO ACCEPTABLE 3. INSTALL THE $T FENCE WITH THE FILTER FABRIC LOCATED ON THE UP-SLOPE SDE OF THE EXCAVATED TRENCH AND THE SUPPORT POSTS ON THE DOWN-SLOPE SDE OF TLE TRENCH. 4. DRIVE THE SUPPORT POSTS AT LEAST 18 INCHES INTO THE GROUND, TIGHTLY STRETCHING THE FABRIC BETWEEN THE POSTS AS EACH IS DRIVEN INTO THE SOL A MINIMUM OF 12 INCHES OF THE FILTER FABRIC SHOULD EXTEND INTO THE TRENCH. (IF IT IS NECESSARY TO JOIN THE ENDS OF TWO FENCES USE THE JOINT MEM00 940VK 5. LAY ME FOUR INCHES OF FILTER FABRIC ON THE BOTTOM OF THE TRENCH AND EXTEND IT TOWARD THE UP-SLOPE SIDE O" THE TRENCH. 8. BACKFILL THE TRENCH NTH SOIL MATERIAL AND COMPACT IT IN PLACE NOTE F THE SILT FENCE IS BERING CON TIRMTED ON-SITE ATTACH THE FILTER FABRIC 70 THE SUPPORT POSTS (REFER TO TABLES 1 AND 2 FOR SPACING AND HZOEI(Ri SPECIFICATIONS) AID ATTACH WOODEN LATE TO SECURE THE FABRIC TO THE POSTS ALLOW FOR AT LEAST 12 INCHES OF FABRIC BELOW GROUND LEVEL. COMPLETE THE SILT FENCE INSTALLATION, FOLLOWING STEPS 1 THROUGH 6 ABOVE MhRLNSP�ECTEMTHIN 24 HOURS OF A RAN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. • F FENCE FABRIC TEARS STARTS TO DECOMPOSE. OR IN ANY WAY BECOMES INEFFECTIVE. REPLACE THE AFFECTED PORTION IMMEDIATELY. ALL REPAIRS 94CULD MEET SPECIFICATIONS AS OUTLINED WITHIN THIS MEASURE • REMOVE DEPOSITED SEDIMENT WHEN IT IS CAUSING THE FILTER FABRIC TO BULGE OR WHEN IT REACHES ON -HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT. WHEN CONTRIBUTING DRAINAGE AREA HAS BEEN STABRUZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS GRADE THE SITE TO BLEND MTI THE SURROUNDING AREA AND STABILIZE (FWITH FABRIC ' y H POST SECUREDRED WITH UTNE 1 I COMPAFILL WOOD FPOSTILE SILT 1. F"--1-FENCE SILT FENCE CONSTRUCTION NOT TO SCALE (REV. 01/17) SIFFICING SPECIFICATIONS SEEDBED PREPARATION . GRADE AND APPLY SOL AMENDMENTS SEEDING FREQUENCY . SEED ROUGH GRADED AREAS DAILY WHILE SOL IS STILL LOOSE AND MOIST. DENSITY OF VEGETATIVE COVER • EIGHTY PERCENT OR GREATER OVER THE SOL SURFACE MATERIA S • SOL AMENDMENTS - SELECT MATERIALS AND RATES AS DETERMINED BY A SOL TEST (CONTACT YOUR COUNTY SOL AND WATER CONSERVATION DISTRICT OR COOPERATIVE EXTENSION OFFICE FOR ASSISTANCE AND SOL INFORMATION, INCLUDING AVAILABLE SOL TESTING SERVICES) OR 400 TO 800 POUNDS OF 12-12-12 ANALYSIS FERTILIZER OR EQUIVALENT. CONSIDER THE USE OF REDUCED PHOSPHOROUS APPLICATION WHERE SOIL TESTS INDICATE ADEQUATE PHOSPHOROUS LEVELS IN THE SOL PROFILE SEED - SELECT APPROPRUR IATE PLANT SPECIES SEED OR SEED MIXTURES ON THE BASIS OF QUICK GERMINATION• GROWTH, AND TME OF YEAR TO BE SEEDED BL (SEE TAE 1). • MULCH -STRAW. MAY, MOOD FIBER, ME (TO PROTECT SEEDBED, RETAIN MOISTURE. AND ENOCURAGE PLANT GROWTH)_ ANCHORED TO PREVENT REMOVAL BY WIND OR WATER OR COVERED WTH MANUFACTURED EROSION CONTROL BLANKETS X TABLE 1. SLOPE STEEPNESS RESTRICTIONS NOTE SOW EROSION CONTROL BLANKET NETTINGS MAY POSE A THREAT TO S® SPECIES' RATE PER ACRE PLANTING DEPTH OPTIMUM DATES - CERTAIN SPECS OF WILDLIFE F THEY BECOME ENTANGLED N THE NETTING WHEAT OR RYE 150 LBS 1 TO 1-172 INCHES SEPT. 15 -OCT. 30 X X MATRIX SPRING OATS 100 LBS 1 NCH MARCH 1 -APRIL 15 • SO TO 12 -NCH STAPLES. PINS OR STAKES ANNUAL RYE(XRASS 40 LBS 1/4 NCH AA1-MAY 1 AM UG. I -SEPT. i VISTA ATON GERMAN MILLET 40 LIM 1 TO 2 INCHES MAY 1 -,ONE 1 I. ELECT THE TYPE AND WEIGHT OF EROSION CONTROL BLANKET TO FIT THE SITE X CONDITIONS (EG. SLOPE CHANNEL, FLOW VELOCITY) PER THE MANUFACTURER'S S110AR(RASS LBS i TO 2 INCHES MAY 1 -JULY 30 RECOMMENDATIONS. BUCKWHEAT 60 LBS 1 TO 2 INCHES APRIL 15-JJNE 1 2. PREPARE THE SFIDBED. App $OIL AMENDMENTS, AND PERMANENTLY SEED THE AREA CORN 0 300 LBS 110 2 INCHES MAY 11 -AUG 10 IMMEDIATELY FOLLOWINGSEEDBED PREPARATION. SORCHUY 35 LOS 1 TO 2 INCHES MAY 1 -JULY 1S 1 LAY EROSION CONTROL BLANKETS ON THE SEEDED AREA 50 THAT THEY ARE IN pERENNAL SPECIES NAY BE USED AS A TEMPORARY COVER, ESPECIALLY IF THE AREA TO CONTINUOUS CONTACT WITH THE SOL WlH EACH LOP -SLOPE ON UP -STREAM BLANKET SEEDED WW1 REMAIN IDLE FOR MORE THAN ONE YEAR 2 STARES PER SO YD. ADO'TL STAPLES AS REO'D. DIE TO DEPTH O FLOW ® X X OVERAPPING THE DOWN-SLOPE OR DOWN STREAM BLANKET BY AT LEAST EIGHT INCHES B SEEDING DONE OUTSIDE THE OPTIMUM SEEDING DATES INCREASES THE CHANCES OF OR FOLLOW MANUFACTURER'S RECOMMENDATIONS SEEDING FAILURE DATES MAY BE EXTENDED OR SHORTENED BASED ON THE LOCATION OF 4. TUCK THE UPPERMOST EDGE OF THE UPPER BLANKETS INTO A CHECK SLOT (SIT TRENCH), N E STATE THE PROCT WARTH .E BACKFILL WITH SOL AND TAMP DOWN. IN CERTAIN APPLICATIONS, THE MANUFACTURER MAY NOTES. REOURE ADDITIONAL CHECK SLOTS AT SPECIFIC LOCATIONS DOWN SLOPE FROM THE MULCH ALONE IS AN ACCEPTABLE TEMPORARY COVER AND MAY BE USED IN UEU OF UPPERMOST EDOF THE UPPER BLANKETS GE S ARCHON THE BLANKETS IN PUCE BY DRIVING STAPLES PINS OR STAKES THROUGH THE TEMPORARY 5®MNG PROVIDED THAT IT IS APPROPRIATELY ANCHORED. BLANKET AND INTO THE UNDERLYING SOL FOLLOW AN ANC ORING PATTERN APPROPRIATE A HIGH POTENTIAL FOR FERTAN UZER, SEED, AND MULCH TO WASH EXISTS ON STEEP BKS, FGR THE SITE CONDITIONS AND AS RECOMMENDED BY THE MANUFACTURER. CUTS AND N CHANNELS AND AREAS OF CONCENTRATED FLOW. whallaMiN•• IINEWITHIN 24 HOURS OF EACH RAEN N EVENT AND AT LEAST ONCE EVERY SEVEN ®LAEBrAIM M2VBED PREPARATION S' CALENDAR DAYS 1. TEST SOL TO DETERMINE pH AND NUTRIENT LEVELS CHECK FOR EROSION OR DISPLACEMENT OF THE BLANKET. 2. APPLY SOL AMENDMENTS AS RECOMMENDED BY THE SOIL TEST. F TESTING IS NOT • IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET COVERING THE DONE APPLY 400 TO 800 POUNDS PER ACRE OF 12-12-12 ANALYSIS FERTILIZER, OR ERODED AREA, ADD SOL AND TAMP, R® THE AREA, REPLACE AND STAPLE THE EQUIVALENT. BLANKET. 3. WORK THE SOL AMENDMENTS INTO THE UPPER TWO TO FOUR INCUS OF THE SOL WITH NOTES A DISK OR RAKE OPERATED ACROSS THE SLOPE. GUNNEL LININGS UTILIZE STAPLE PATTERN 'C' NTH ADDITIONAL STAPLES ON SIDE SLOPS DETAILS ARE STE SPECIFIC, SO MANUFACTURER'S AT PROJECTED WATER UNE SEEDING 1. SELECT A SEED SPECIES OR AN APPROPRIATE SCID MIXTURE AND APPLICATION RALE STAPLE PATTERNS APPLY TO Al NORTH AMERICAN GREEN EROSION CONTROL BLANKETS FROM TABLE 1. 2 APPLY S® UNIFORMLY WITH A DRILL OR CULTIPACKER SEEDER OR BY BROADCASTING STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE RAINFALL PLANT OR COVER SED TO THE DEPTH SHOWN IN TABLE 1. AT SLOPE LENGTHS GREATER THAN 3DO FEET OR WHERE DRAINAGE OVER LARGE AREAS IS NOTES DIRECTED ONTO THE BLANKETS, STAPLE PATTERN 'C' SHOULD BE UTILIZED. 1. F DRWNC OR BROADCASTING THE SEED, ENSURE GOOD SEED -TD -SOIL CONTACT BY FIRMING THE SEEDBED NTH A ROLER OR CULTIPACKER AFTER COMPLETING SEED OPERATIONS 2 -DAILY SEEDING WHEN THE SOIL IS MOIST IS USUALLY MOST EFTECTVE. X IF SEEDING IS DONE NTH A HYDROSEFDER, FERTILIZER AND MULCH CAN BE APPLIED WITH THE SEED N A SLURRY MIXTURE. 3. APPLY MULCH AND ANCHOR IT N INCE • INSPECT CT WTHN 24 HOURS OF EACH RAN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS. CHECK FOR EROSION OR MOVEMENT OF MULCH AND REPAIR IMMEDIATELY. • MONITOR FOR EROSION DAMAGE AND ADEQUATE COVER (80 PERCENT DENSITY); RES®, FERTIUM AND APPLY MULCH WHERE NECESSARY. IF NITROGEN DEFICIENCY IS APPARENT, TOP -DRESS FAL SEEDED WHEAT OR RYE SEEDING WITH 50 POUNDS PER ACRE OF NITROGEN IN FEBRUARY OR MARCH. NOTE: SILT FENCE IS NOT RECOMMENDED FOR USE AS A DIVERSION AND SHOULD NOT BE USED ACROSS A STREAM, CHARNEL OTCH, SWALE OR ANYWHERE THAT CONCENTRATED FLOW IS ANTICIPATED. MII l]HI CPF� CJ �FlCAMNS MATEIALS TABLE 1. SLOPE STEEPNESS RESTRICTIONS MATERIAL- IRATE PER ACREI MENTS SH OULD BE DRY. FREE OF UNDESIRABLE SEEDS STRAW OR MAY 2 TONS SPREAD BY HANG OR MACHINE MUST BE CRIMPED OR ANCHORED (SEE TABLE 2). WOOD FIBER APPLY WITH A HYDRAULIC MULCH OR CELLULOSE 1 TON MACHINE AND USE WITH TACKING AGENT. -MULCHING IS NOT RECOMMENDED N CONCENTRATED FLOWS CONSIDER ER09ON CONTROL BLANKETS OR OTHER STABILIZATION METHODS COVER GE HE MULCH S HOLAD HAVE A UNIFORM DENSITY OF AT LEAST 75 PERCENT OVER THE SOL SURFACE ANCHORING TABLE 2. MULCH ANCHORING METHODS ANCHORING METHOD' HOW TO APPLY MULCH ANCHORING TOOL OR CRIMP OR PUNCH THE STRAW OR HAY TWO TO FARM OSI( (DULL SERRATED, FOUR INCHES INTO THE SOL OPERATE MACHINERY AND BLADES SET STRAIGHT) ON THE CONTOUR OF THE SLOPE CLEATING W1H DOZER TRACKS OPERATE DOZER W AND DOWN SLOPE TO PREVENT FORMATION OF RILLS BY DOZER CLEATS, APPLY ACCORDING TO MANUFACTURER'S WOO) HYDROMULCH FIBERS RECOMMENDATIONS SYNTHETIC TACKIFIERS, APPLY ACCORDING TO MANUFACTURER'S BINDERS OR SOIL STABILIZERS RECOMMENDATIONS INSTALL NETTING IMMEIXATELY AFTER APPLYING MULCH. 03/17/2017 ANCHOR NETTING WITH STARES EDGES OF NETTING NETTING (SYNTHETIC OR STRIPS SHOULD OVERLAP WITH EACH UP-SLOPE STRIP BIODEGRADABLE MATERIAL) OVEILAPPNG FOUR TO SIX INCHES OVER THE ADJACENT DOWN-SLOPE STRIP. BEST SUITED TO SLOPE CATIONS IN MOST INSTANCES. INSTALLATION DETAILS ARE STE SPECIFIC, SO MANUFACTURER'S RECOMMENDATIONS 94OLU BE FOLLOWED. -ALL FORMS OF MULCH MUST BE ANCHORED TO PREVENT DISPLACEMENT BY WIND AND/OR WATER MIRnI Ate„ EUGAU 1. APPLY MULCH AT THE RECOMMENDED RATE SHOWN N TABLE 1. 2. SPREAD T14E MULCH MAIEIAL UFOR/LY BY HAND' HAYFORK, MULCH BLOWER, OR HYDRAULIC MULCH MACRE. AFTER SPREADING, NO MORE THAN 25 PERCENT OF THE GROUND SHOULD BE VISIBLE 3. ANCHOR STRAW OR HAY MULCH IMMEDIATELY AVER APPLICATION. THE MULCH CAN BE ANCHORED USING ONE OF THE METHODS LISTED BELOW D. CRIMP NTH A MULCH ANCHORING TOOL, A WEIGHTED FARM DISK WITH DULL SERRATED BRADS SET STRAIGHT. OR TRACK CLEATS OF A BULLDOZER. b. APPLY HYDRAULIC MUCH WITH SNORT CELLULOSE FIBERS• c APPLY A LIQUID TADIFIER, OR d. COVER WITH NETTING SECURED BY STAPLES. • INSPECTS WITHIN 24 HOURS OF EACH RAN EVENT AND AT LEAST ONCE EVERY SEVEN CALENDAR DAYS • CHECK FOR EROSION OR MOVEMENT OF MULCH; REPAIR DAMAGED MEAS RESEED, APPLY NEW MULCH AND ANCHOR THE MULCH IN RACE • CONTINUE INSPECTIONS UNTIL VEGETATION 6 FIRMLY ESTABLISHED. F EROSION IS SEVER ON RECURRING, USE EROSION CONTROL BLANKETS OR OTHER MORE SUBSTANTIAL STABILIZATION METHODS TO PROTECT THE AREA TEMPORARY SEEDING WITH MULCH HOT TO SCALE (REIT. 01/17) EWER PPE F BAN( EUK TOP OF DAM Jf �"'( EMERGENCY OVERFLOW WEIR BOTTOM OF DAM SECTOR B -B FSI SLOE STOLE (1' MIN. THICKNESS) Y MN. THICKNESS) �� i WL •z'/ -1 INSPE i a ' � P1 STOLE SECTION A -A TEN 24 HOURS OF A RMI EVENT AND AT LEAST (NCE EVERY SEVEN CALENDAR DAYS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABLLZED. REMOVE AND PROPERLY DISPOSE OF ANY UNSTABLE SEDIMENT AND CONSTRUCTION MATERIAL, AND RE-STANUZE ROCK DONUT DETAIL NOT TO SCALE (REV. 01/17) HAND, INC. (HAMILTON COUNTY AREA NEIGHBORHOOD DEVELOPMENT) 347 South 8th Street, Suite A Noblesville, Indiana 46060 00 AMERICAN STRUCTUREPOINT 7260 Shadeland Snbon I Indianapolis, Ind,ana 46256 TEL 317.547.5560 1 FAX 317-54].0270 HOME PLACE HOUSING EAST 105TH STREET 8K MCPHERSON STREET CARMEL, INDIANA 46248 CERTIFIED BY A ISSUANCE INDEX DATE: 03/17/2017 SID` ou a O1 AT O1WYE1 N r MINIMUM MOST CA IN, ■ AYW®ME PlH1C RWNa PROJECT PHASE: wD IDCAWVO a STF]Y sans daLXWua REVISION SCHEDULE u�iNCTMriL CUE (-R+K»Cann mMNA (a NIr1HL"lCAN ff Ts FaRWawiwRsr�,Fsy�1pL NO. DESCRIPTION DATE Maof34 ETOHt (6) POWs IWMMIM i TAC COMMENTS E5777261 WA CUE (1) ro TWO AMo OE -MPF (Y-1/2) MOI OAEl6R WFD AGOFAAIE (fOpR G Iq Il mq° =11)ul, FiIAiYMOrWI°Ec WEE '-' aMnc w s ro Rua eo�sOOf " ro WaR1tRE FAIWO UWIAYMOR (t .ASA �ARAW UY13t ro PNEYpr NTEIWmN M AOWLW\1E MD WE O�FAMK �, MA7EJML NON NIV.10E OEATNK EAJOW; sTENGM MDR �p�{yFMrtlNIMWM WO COallO6 O1 901L5 WIN sEA90NA NIGH 'AAIfR TANF LOTAWNSI 1. IWIAS'.f ALL WgTAMR NO pRQ OAFCRONiE WIWAIL FROM THE FpAMTON AMEA 2 aIDE FLUDATKH AMO CIMMN PoR POWTP.E OpN1MM2 IF 1H SITE OF THE aM(Sp]iM1L11O1 wTtwNa p1W IpZHX- - OF I�9� MIp6 ®�M FII OAWON AEA C FEET rRDNN TN Ix WAKE N DMEIIT WaMaT ALLY rNI M STALL A OILYIXT TIE RYO (!E 011ffi-FCIIOI HW ABOVES ] INPPE F'.LIIfER 1H i I@ND ro WWT I1vd nlac WOAD AGE A f ET IYMXiVM AAE AKTKIPAFD, R/.rS QOTF%RE FAWC ON TH OI/RFD iOAOAIKWI N Wg4E srlarrv. a iIALE AOOFLAW (WOf G M10. ZJ ro TH W1114D FIR OW ,N AND WIDE WOMB M 71E WIMSIRULTON N.1N4 IFAMM NNE WIIEA2 WMOOM MD DIANA¢ FREIE fO�E fXVEWT ALL STaM TIAWR KIAOFT AFO ORAII.Q F1K01 TN TOPPMARY yM�lAil MTLWI/EOE� PAD TOA -TTRAP M6. SIN. • F�fIT MIALY. I®IIJE PAD M N®m fDi g1IIN/✓E ANO RMAIOT OJITPa. VOLY RIIA mWiEAKr ta� - AND A41m CUR nAWEn arra nUMlc MOIDa Project Number 2016.00348 FlI1MN0 AD OLT a U!D F M M11R FROM 1H rnNstWlctllsl GIVE GN a gNE1ED Nro A M➢IDRIRIP OR BASIL EROSION CONTROL NOT N � (REV MM7) DETAILS C520