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Home My WebLink AboutC3.1-STORMWATER-POLLUTION-PREVENTION-DETAILS-Rev.0SEEDBED PREPARATION APPLY LIME TO RAISE THE pH TO THE LEVEL NEEDED FOR SPECIES BEING SEEDED. APPLY 23 POUNDS OF 12-12-12 ANALYSIS FERTILIZER (OR EQUNALENn PER 1000 SQ. FE. (APPROXIMATELY 1000 POUNDS PER ACRE) OR FERTILIZE ACCORDING TO TEST. APPLICATION OF 150 LBS. OF AMMONIUM NITRATE ON AREAS LOW IN ORGANIC MATTER AND FERTILITY WILL GREATLY ENHANCE VEGETATIVE GROWTH. WORK THE FERTILIZER AND LIME INTO THE SOIL TO A DEPTH OF 2-3 INCHES WITH A HARROW, DISK OR RAKE OPERATED ACROSS THE SLOPE AS MUCH AS POSSIBLE. MEANT. SELECT A SEED MIXTURE BASED ON PROJECTED USE OF THE AREA SEE PERMANENT SEED MIXTURE CH WHILE CONSIDERING BEST SEEDING DA ES. IF PERMANENT SEEDING IS NOT P RMITTED USE TEMPORARY SEEDING UNTIL PERMANENT SEEDING CAN BE APPLIED. IF TOLERANCES ARE A PROBLEM, SUCH AS SALT TOLERANCE OF SEEDINGS ADJACENT TO STREETS AND HIGHWAYS, SEE SEED TOLERANCE CHART. U� Q w �N O x ? _ 0� zO, 0� zza m OGi zNO SOIL � wN �O o_� FON fS o� AN ¢� SOIL CONDITION S � 1>:w zo: 0� rw w GO TOLERANCE WET NORM DRY GEN. SOIL SPRAY in0 0o ro �i 3� LL� x wF= CREEPING RED FESCUE 2 1 2 1 1 1 MED. 1 20-25 12-18 7-21 S FESTUCA RUBRA KENTUCKY BLUEGRASS 2 1 2 1 1 1 MED.1 1 1 20-35 12-18 10-20 PROCESSES 1 1 1 1 TALL FESCUE FESTUCA L. ARUNDINACEA 2 1 1 1 1 1 LOW 1 24-35 24-36 5-14 T PERENNIAL RYEGRASS 2 1 2 - 1 2 MED. 2 15-20 12-18 5-10 MT LOLLUM PERENNE HIGH 1PDA CROWNVETCH - 1 1 2 - - LOW 1 5-10 24 14-21 ITCORONILLA VAN RED CLOVER TRIFOLIUM PRETENSE - 1 - 2 - - MED. 1 7-10 18 5-10 S S WHEAT OR RYE OATS ANNUAL RYEGRASS NON -IRRIGATED* BANKING; SALT TOLERANCE (TO BOTH SOIL SALTS & SPRAY) IRRIGATED 1 GOOD T TOLERANCE FERTILIZER NOTE DORMANT 2 MEDIUM MT MEDIUM TOLERANCE SEEDING ** - NOT TOLERANT S SUGHT TOLERANCE DO NOT USE PHOSPHOROUS CONTAINING FERBUZERS SEED TOLERANCE UNLESS SqL TESTS SHOW A PHOSPHg2WS DEFICIENCY. SPECIES SEEDING RATE SUITABLE PH SITE SUITABIUTY LBS/ACRE LBS/10DO SO FT. DROUGHTY WELL I DRAINED WET LEVEL AND SLOPING, OPEN AREAS 1. TALL FESCUE 1 35 .8 5.5-8.3 2 1 2 2. T F 25 .6 5.5-B.3 1 RED CLOVER 1 5 1 .1 3. KENTUCKY BLUEGRASS 1 15 1 .4 1 5.8-7.5 1 2 1 1 CHEEPING RED FES LE 1 15 1 .4 STEEP BANKS AND CUTS 4. TALL FESCUE 1 15 .4 5.8-75 2 KEINIUI BLUEGRASS I 25 1 .8 5. ALL FESCUE 1 35 1 .8 1 5.5-8.3 1 2 1 1 EMERALD CROWNVETCH** LAWNS AND HIGH MAINTENANCE AREAS 6. KENTUCKY BLUEGRASS 40 .9 5.8-7.5 2 1 CREEPING RED FESCUE 40 .9 7. PERENNIAL RYEGRASS 170 4.0 1 5.0-7.5 (TURF TYPE B. TALL FESCUE 1 170 1 4.0 1 5.5-8.3 1 2 1 1 1 2 * 1 - PREFERRED 2 - WILL TOLERATE *0 INOCULATE WITH SPECIFIC INOCULANT. SEED TOLERANCE CHART SEEDING DETAIL TEMPORARY SEEDING DATES awwwommmomwo In ■■■■■090■■■■I ■■■■ 1 ■■■■ PERMANENT SEEDING DATES JAN FEB WAR APR MAY JUN JUL AUG SEP OCT NOV DEC IRRIGATION NEEDED DURING THIS PERIOD. TO CONTROL EROSION AT TIMES OTHER THAN IN THE SHADED AREAS. USE MULCH. * LATE SUMMER SEEDING DATES MAY BE EXTENDED 5 DAYS IF MULCH IS APPLIED. ** INCREASE SEEDING APPLICATION BY 50%. TEMPORARY SEEDINGS TYPE OF SEED 1000 SQ. FT. ACRE REMARKS WHEAT OR RYE 3.5 LBS. 2 BU. COVER SEED 1' TO 1 1/2" DEEP SPRING OATS 2.3 LBS. 3 BU. COVER SEED 1' DEEP ANNUAL RYEGRASS 1 LB, 40 LB. COVER SEED 1 4- DEEP NOT NECESSARY WHERE MULCH IS APPLIED. SILT FENCE EROSION CONTROL SCHEDULE EROSION CONTROL MEASURE MAINTENANCE INSTALLATION SEQUENCE STONE ENTRANCE AS NEEDED PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TREE PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED ALONG WITH ROUGH GRADING TEMPORARY SEEDING WATER AS NEEDED AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED AFTER FINISH GRADING - AS SOON AS PRACTICAL UPON COMPLETION EROSION CONTROL MATTING WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING - AS SOON AS PRACTICAL UPON COMPLEDON ROCK CHECK DAM WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING - AS SOON AS PRACTICAL UPON COMPLEDON INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED REMOVAL OF TREE PROTECTION N/A AFTER PERMANENT SEEDING REMOVAL OF STRAW BALES N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABIUZED REMOVAL OF INLET PROTECTION N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED EROSION CONTROL MEASURES MAINTENANCE REQUIREMENTS BEEHIVE INLET OR DRAINAGE COVER FLEXSTORM CATCH -IT FILTERS FOR TEMPORARY INLET PROTECTION PRODUCT SELECTION AND SPECIFICATION DRAWING RYE AMMUM NON r REUNION MAX e_ _0 _ e SRI ANY r - - SILT FENCE EXTENDS 8" BELOW FINISHED GRADE NOTE:'L' 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLE) BY SUPPLIER. Ez SILT FENCE INLET '1 PROTECTION NOT TO SCALE L I DUST R YOUR INSIDE SUN AND SIZE -1 ISSIC YARd CEO A RE II ON END UWI KLReCt15QuB%islM�side2DC�t��tU.t.AN I DI small metiSqU�(MfAadSIZIM.�iffledWI&�radECUrbtl&N) "I'll SEE sFNON "I'll, VACANCY, DYNAMIC USSICAN) UPWARD MISS Of DEARAINUM SIZE NEADAN USA CARCINOMA Iwo NOTES 1. ALL FRAMING Is CONSTRUCTED OF CORROSION RESISTANT STEEL G1W PRATED OR GALVANIZED) FOR 7 YEAR MINIMUM STORAGE LIFE. 2. UPON ORDERING CCNRRLN1gN OF THE COT GVIIIUT, PRECAST OR CASTING MNNE AND MODEL OR DETAILED DIMENSIONAL FORMS MUST BE PROVIDED TO CCNFlGURE AND ASEEMBTE YOUR CUSTOMIZED FIECSTORM INLET ESTER. PNST NUMBER ALONE IS NOT SUFFICIENT. 3. FOR WARIEN SPECIFICATIONS AMID MANIENANCE GUIDEUNES I WWW.BFLEDILTERS.COM 1AEN . GRADE 2. DROP FlF%SNRM INLET i1LTF ON10 LOM BEARING ALL PRODUCTS MANUFACTURED BY INLET 4 PIPE PROIEDDON, INC UP OF GISONG OR A DMEION OF ADS. INC. CONCRETE SLRUCNRE WWW.INLELEILIERS.COM 888 2W-6655 PH e 3. REPLACE GATE 355-3477 SO INLEIFILTERS.COM \ UBUC ROAD - el 12" MINIMU TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE 10' MIN. B AR AR B AM 22 CEOYNY AR, AR AR AR 1 I I I I I I I I I 10 MIL PLAN PLASTIC LINING TYPE "ABOVE GRADE" WITH STRAW BALES I ! 8" EEDMA. STL WIRE~ < OYP.> STAPLE DETAIL BALE (T(P.) CONCRETE WASHOUT SIGN DETAIL (OR EQUIVALENT) 48" X 24" PAINTED WHITE BLACK LETTERS 6" HEIGHT DO POST X3"X 8' ROCK CHECK DAM MAINTENANCE REQUIREMENTS: STAPLES 10 MIL BINDING WIRE EROSION CONTROL BLANKET (SURFACE APPLIED) MAINTENANCE REQUIREMENTS:ANAY (2 PER BALE) PLASTIC LINING RAI1. INSPECT ROCK CHECK DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY NOTES: SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, LAYOUT DETERMINED 1. DURING VEGETATIVE ESTABUSHMEN', INSPECT AFTER STORM EVENTS FOR ANY TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES. IN FIELD. EROSION BELOW THE BLANKET. 2. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION 2. THE CONCRETE WASHOUT SIGN 2. IF ANY AREA SHOWS EROSION, PULL BACK THAT PORTION OF THE BLANKET ACTIVITIES AND REPAIR IMMEDIATELY. STRAW �� SHALL BE INSTALLED WITHIN COVERING IT, ADD SOIL, RE -SEED THE AREA, AND RE -LAY AND STAPLE THE BLANKET. 3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABIUZED. REMOVE ALL SECTION B-B 30 FT. OF THE TEMPORARY 3. AFTER VEGETATIVE ESTABLISHMENT, CHECK THE TREATED AREA PERIODICALLY. ROCK CHECK DAMS AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE. AND STABILIZE IT. NATIVE MATERIAL WOOD OR METAL CONCRETE WASHOUT FACILITY. (OPTIONAL) STAKES (2 PER BALE) 1. INSPECT ENTRANCE PAD AND SEDIMENT DISPOSAL AREA WEEKLY AND AFTER STORM EVENTS OR HEAVY USE. 2. RESHAPE PAD AS NEEDED FOR DRAINAGE AND RUNOFF CONTROL. 3. TOP DRESS WITH CLEAN STONE AS NEEDED. RELEASED FOR CONSTRUCTION R SHOULD ONLY IDS WASHED FTOTHEUBLWATER 0IS BE USED ITRACKED 111 Subject to compliance with all regulations MEDIATELY. of State and I ocal CnI City of Camel �VT�'�DRNAIDML DATE: \ 03/27/19 1. INSPECT THE SILT FENCE PERIODICALLY AND AFTER EACH STORM EVENT. 2. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANY WAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY. 3. REMOVE DEPOSITED SEDIMENT WHEN IT REACHES HALF THE HEIGHT OF THE FENCE AT ITS LOWEST POINT OR IS CAUSING THE FABRIC TO BULGE. 4. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. 5. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE. oa CONCRETE WASHOUT BMP C4.1 NOT TO SCALE REVISION RECORD IREVI DATE I DESCRIPTION DES BY APP BY 1 07/27/18 REVISIONS PER TAO COMMENTS EAG EAG 6" FACE OF #8 STONE OVER RIP -RAP STONE. 2:1 SIDE SLOPE FILTER FABRIC OR FLATTER 9' LOWER THAI• TOP OF BANKS OF SWALE 2:1 SIDE SLOPET OR FLATTER 5" FACE OF NB STONE OVER RIP- STONE. FLOW FABRIC 01 ROCK CHECK DAM C4.1 NOT TO SCALE 1. PLACE THE END POST OF THE SECOND FENCE SIT INSIDE THE END POST OF THE FIRST FENCE. 2. ROTATE BOTH POSTS AT LEAST 180' IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC MATERIAL 3. DRIVE BOTH POSTS A MINIMUM OF 18" INTO THE GROUND AND BURY THE FLAP. JOINT DETAIL NOTE POSTS SHALL HAVE A MINIMUM LENGTH OF 36 INCHES PLUS BURIAL DEPTH. POST MATERIAL SHALL BE WOOD, STEEL, OR SYNTHETIC, AND SHALL BE OF SUFFICIENT STRENGTH TO RESIST DAMAGE DURING INSTALLATION AND TO SUPPORT APPLIED LOADS. FABRIC SHALL BE A WOVEN GEOTEXTILE FABRIC CONSISTING OF STRONG, ROT RESISTANT, MATERIALS RESISTANT TO DETERIORATION FROM ULTRAVIOLET AND HEAT EXPOSURE. os SILT FENCE CONSTRUCTION NOT TO SCALE NORTH AMERICAN GREEN TYPE I LONGEVITY MAX SLOPE APPLICATION S75 10 MONTHS 31 LOW FLOW SWALES 0n5 60 DAYS 3:1 LOW FLOW SWALES 5150 10 MONTHS 21 MODERATE DISCHARGE SWALES CS150 1 60 DAYS 21 MODERATE DISCHARGE SWALES SC150 2 YEARS 11 MEDIUM DISCHARGE SWALES c12s 3 rE4Rs >1'.1 HUGH OIscHARCE SWALES THE ERNS Of THE BLANKET SHOULD BE BUTTEDTHE SCC225 EACH OTHER, THE EWES OF THE SCC225 SHOULD BE OVERIAPPEO 2', THE BLANKET SHOULD NOT BE STRETCHED BUT ALLOWED IL LAY LOOSELY LAY wOsACH THE SOIL SURFACE TO ACHIEVE MAXIMUM BLANKET TO SOIL COMACT. 2 ON SLOPE APPLICATIONS, THE TOP OF THE BLANKET SHOULD BE 'SLOTTED IN ABOVE THE BREAK OF THE SLOPE OR AT A MINIMUM. STALLED IN PLACE WITH STAPLES 6" APART ON THL END OF THE BLANKET 4 ON LONG SLOPES, THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4 - 6' IN A 'SHINGLE EFFECT". 5 .ARAe��p---<� IN HIGH VELOCITY CHANNEL V _ APPLICATIONS. CHECK SLOTS SHOULD BE ESTABUSHEDSOU EVERY 35 - TO By ONE SLOTS slFouLD BE 6" WIDE By 6' DEEP WITH THE BLANKET STAPLED Ds EROSION BLANKET INSATLLATION SODIUM THE TIUM OF THE SLOT. THEN BACKSLIDE[) AND SEEDED. NDT TO SCALE U En EL 0 wN UISO ®_ III F FEE I® lJ O OAI�z v'N00 =Y EYEOFNNa W O `a�ox LO N F�QQ� O a N 0:� C /� O W� `% N -O C nw Wo-o I�I Z .� U N GO E co CA) GO0�_ GO =3U EVERY v V� L a P,G LE/SS4� WAN,G e'�G45TEgF0'�KOP - • PE10403B56 : Z .G STATE OF ANY "1"'� 4a1 la1 1, DATE 07/20/2018 DWN BY: KPB CHKD. BY: EAG SCALE: N/A DATE: 07 20 `18 1--1 x C7 a NED 1Q� F-I O Od (Y-)1 Q W F \ �> F H a < r-, O W tt V,, Oz O W ENNI`` O 1� S- a L a Q�z N U w:Y W yO FLINE) OC O V: PROJECT ISJUMBER T)ER.001 DRAWING NUMB:R] C&LI SHEET 7 OF