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HomeMy WebLinkAbout12090092.1-\ CONCRETE WASHOUT BMP 30 CY ROLLOFF PROVIDED BY I REPUBLIC WASTE SERVICES OR SEE DETAIL THIS SHEET I ■ EXISTING STONE INSTALL U- SHAPED ROCK CHECK DAM Ax$99•9' I -` OU ET =15" CMP INV. = 900.6 INV. LEV. = 898.64' 0� �- I / s7 i (6" PVC) + INV. +soo /� + 0 FENCED IN 6" PS ING AREA OUTL1jGT =24" CPP7 0, °y +9 'IBS S F INV. E V. = 896.72 I d �- -- ST 900.0 901.7 - -�02 "`- " _ )1 901.7 • ,VC) I I' I�.F�E. = 901.90 Ip$ � li /4,0 F. � f- I ��� 901 : IM I �� LEAN =TO o'v \ -P I� W o SF - -_? J AREA 01.7 09 x R INV. = 899.;W o 6„ PVC) Z o PS C W I e t +961.23 x, Iil \ EGRADE THIS AREA T N I- SF uI \`9 INSURE POSITIVE DRAINAGE w 11 AWAY FROM BUILDING if \ DASHED LINE DENOTES DISTURBED AREA (0.21 +/- ACRES) n I a t II Q, III NG AREA Do II Z ( ISO �In RIDING AREA 0 w ( 0-) I� x UTLET 6" PVC INTO U W III EXISTING DRAINAGE x U C'II a SWALE TO THE SOUTH / I U A a'I ,ry Jq xW RIDING AREA L7 ;K "K" O I } 0 N AREA I II 0e 19 sqft AREA ACRES O I S l II i PS ' EV= 900.4 V =897.5 EV= 889. 0 5 .S.E, D.E. I m I � 00 8 897 7 9 8 s V) 1+ SEEDING RATE SUITABLE pH x SEED TOLERANCE CHART p2p�`o IO) �',' � ) 97. j gae� E. / EXISTING WELL DRAINED 1 j LEVEL AND SLOPING, OPEN AREAS 1. TALL FESCUE BARN t t 5.5 -8 3.5 LBS. 00 2 2. T FESCUE Op .6 -8.3 ad THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR 1. Brookston Silty Clay Loam (Br - 18% Site) The Brookston RED GLOVER 5 + 08 + 1 1 LB. OUTLET =8" PIPE INV. ELEV. =898.42'001. / .4 5. -7.5 in the subsoil and moderately slow in the underlying material. x 0` - CREEPING RED FESCUE EXISTING BARN STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A any foreseeable limitations to the proposed development. MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. STEEP BANKS AND CUTS 4. TALL FESCUE 15 .4 5.8-7.5--1 2 1 \ \ 00w° �\ 'finerye0e0l 0�0, + 000 .6 loamy till that can be capped with up to 22 inches of loess or MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE silt material. Permeability Is moderate or moderate) slow in Y Y Y 5. TALL FESCUE 35 .8 -8.3 SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL 1 EXISTING STONE 70 EXISTING BARN F.E. ELEV.= 901.90' Dry 0!il• INV. = 900.70 6" PVC) INV. = 900.58 6" PVC) EXISTING BARN EXISTING BARN EXISTING STONE GEOTEXTILE FABRIC EXISTING STONE EMsnNG STONE TRAM NORTH 40 0 20 40 ( IN FEET ) 1 Inch 40 ft. MULCHING NOTE EXISTING HOUSE EXISTING ASPHALT ��• • •:• i�: �i•:•:•:•:•:•:•:•:•:•:•:•:•:• i� :•i� :• :• :• :• :• :• :• :• :• :• :• :• :•: • ii•: • :• :• :• :• :• :• :• :• :• :• :• :�64,piw o, R.:� : . : ► : . : .: . : . : .: . : . : . : . : . : . : . : . : . , . : .. : . : . : . : .: .: .: . : . : . : . : . : . : . : . : . . : . : . : . : . : . : . : . : . : . : . : . : . : . :1: .. : . : . : . : . P. ME 11040 co N N O �O i i a� M.E. MATCH EXISTING GRADE j�\�\7,j \j�j����� EX. EXISTING GRADE / _----- --- - -- - -= PROPOSED 6" SCH. 40 PVC STORM DRAIN EDGE OF WATER EDGE OF STONE RIDING AREA + EXISTING FENCE HEDGE ROW /TREE LINE FILTER FABRIC -> o o - - - -> o o SWALE /DITCH 1. PLACE THE END POST OF THE SECOND FENCE END SECTION WOOD POST INSIDE THE END POST OF THE FIRST FENCE. SPIGOT itOW 2 CLOCKWISE DIRECTION TO CREATEBA• TIGHT SEAL © SPIGOT UT L WITH THE FABRIC MATERIAL 3. DRIVE BOTH POSTS A MINIMUM OF 180 INTO THE CONSTRUCTION LIMITS GROUND AND BURY THE FLAP. PROPOSED SILT FENCE - Typical in all areas � JOINT DETAIL SF where sediment could leave the site. \� \�\ \� \� ��� ��/ N NOTE PS PERMANENT SEEDING WITH STRAW MULCH / \� \ �� POSTS SHALL HAVE A MINIMUM LENGTH OF COMPLETED. FINAL GRADING IS EXTEND TO SURFACE / /� /// / / / \�/ SHALL BE WOOD, STEEL, OR SYNTHETIC. D (SHALL � BE OF SUFFICIENT STRENGTH TO RESIST DAMAGE Point where stormwater will leave �j� /� DURING INSTALLATION AND TO SUPPORT APPLIED the site. FABRIC SHALL BE A WOVEN GEOTEXTILE FABRIC OTE: INSTALL TEMPORARY SEEDING AFTER A SPECIFIC STAGE OF MATERIALS E STRONG, ROT RESISTANT, ONSTRUCTION HAS BEEN COMPLETED (TEMPORARY OR FINAL) MATERIALS RESISTANT TO DETERIORATION FROM ULTRAVIOLET AND HEAT EXPOSURE. HERE AREAS WILL BE IDLE OF CONSTRUCTION ACTIVITIES FORA ERIOD OF 15 DAYS OR MORE. 02 SILT FENCE CONSTRUCTION •0 NOT TO SCALE Q O U i �� L 1 , - RINEHART FARM, INC. ATTN: SCOTT TRAGESSER 14350 DITCH ROAD CARMEL., IN 46074 ENGINEER: CIVIL SITE GROUP, INC. 643 MASSACHUSETTS AVENUE SUITE 200 INDIANAPOLIS, INDIANA 46204 (317) 423 -3305 SUR MILLER 948 CON NOBLESVI (317) 77 SEEDBED 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 EQUIVALENTN) PER 1000 EST. APP APPLICATION 1150 LBS. OF AMMONIUM ENITRATE)ON AREAS LOW IN ORGANIC 0 MATTER AND FER71UTY 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. SEEDING SELECT A SEED MIXTURE BASED N PROJECTED USE OF THE AREA SEE PERMANENT SEED MIXTURE CHART) WHILE CONSIDERING BEST SEEDING DATES. IF PERMANENT SEEDING IS NOT PERMITTED 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. VEYOR: x SEEDING RATE SUITABLE pH x SEED TOLERANCE CHART LBS /ACRE LBS/1000 Sq. FT. DROUGHTY WELL DRAINED WET LEVEL AND SLOPING, OPEN AREAS 1. TALL FESCUE 35 t t 5.5 -8 3.5 LBS. 1 2 2. T FESCUE 25 .6 -8.3 3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR 1. Brookston Silty Clay Loam (Br - 18% Site) The Brookston RED GLOVER 5 .1 FROM LEAVING THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON -SITE INSPECTION. to 20 inches of silt material and the underlying loam till in Y Y 9 Y 1 LB. 3. KENTUCKY BLUEGRASS 1 .4 5. -7.5 in the subsoil and moderately slow in the underlying material. 1 PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING CREEPING RED FESCUE 1 STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A any foreseeable limitations to the proposed development. MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. STEEP BANKS AND CUTS 4. TALL FESCUE 15 .4 5.8-7.5--1 2 1 2 KENTUCKY BLUEGRASS 25 .6 loamy till that can be capped with up to 22 inches of loess or MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE silt material. Permeability Is moderate or moderate) slow in Y Y Y 5. TALL FESCUE 35 .8 -8.3 SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL 1 EMERALD CROWNVETCH ** 0 5 AND AT LEAST ONCE A WEEK. development. 8. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY LAWNS AND HIGH MAINTENANCE AREAS 6. KENTUCKY BLUEGRASS 40 .9 5.8 -7.5 FABRIC. * *IF COC,ISTRUCTION IS TAKING PLACE DURING WET SEASONS, CREEPING RED FESCUE 40 .9 AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS MI 7. PERENNIAL RYEGRASS 170 4.0 5.0 -7.5 10. SCHEDULE OF EARTHWORK ACTIVITIES: TURF TYPE a) THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE 8. TALL FESCUE 170 4.0 .5 -8.3 2 1 2 SON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER. 6» FACE b) TOPSOIL REPLACEMENT SHAD_ TAKE PLACE FROM MARCH 1 TO OF #8 STONE OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIME OF THE YEAR. OVER RIP -RAP RANKING: 1 GOOD 2 MEDIUM - NOT TOLERANT V -01 :4 97MALI :4 :FAWE� A WHEAT OR RYE OATS ANNUAL RYEGRASS NON- IRRIGATED* 2 - - MED. 1 7 -10 18 5 -10 S S IRRIGATED SALT TOLERANCE (TO BOTH SOIL SALTS & SPRA)) MT MEDIUMCTOLERANCE FERTILIZER NOTE SEEDING ** S SLIGHT TOLERANCE DO NOT USE PHOSPHOROUS CONTAINING FERTILIZERS SEED TOLERANCE UNLESS SOIL TESTS SHOW A PHOSPHOROUS DEFlgENGY. SPECIES SEEDING RATE SUITABLE pH SITE SUITABILITY SEED TOLERANCE CHART LBS /ACRE LBS/1000 Sq. FT. DROUGHTY WELL DRAINED WET LEVEL AND SLOPING, OPEN AREAS 1. TALL FESCUE 35 t t 5.5 -8 3.5 LBS. 1 2 2. T FESCUE 25 .6 -8.3 3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR 1. Brookston Silty Clay Loam (Br - 18% Site) The Brookston RED GLOVER 5 .1 FROM LEAVING THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON -SITE INSPECTION. to 20 inches of silt material and the underlying loam till in Y Y 9 Y 1 LB. 3. KENTUCKY BLUEGRASS 1 .4 5. -7.5 in the subsoil and moderately slow in the underlying material. 1 PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING CREEPING RED FESCUE 1 STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A any foreseeable limitations to the proposed development. MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. STEEP BANKS AND CUTS 4. TALL FESCUE 15 .4 5.8-7.5--1 2 1 2 KENTUCKY BLUEGRASS 25 .6 loamy till that can be capped with up to 22 inches of loess or MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE silt material. Permeability Is moderate or moderate) slow in Y Y Y 5. TALL FESCUE 35 .8 -8.3 SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL 1 EMERALD CROWNVETCH ** 0 5 AND AT LEAST ONCE A WEEK. development. 8. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY LAWNS AND HIGH MAINTENANCE AREAS 6. KENTUCKY BLUEGRASS 40 .9 5.8 -7.5 FABRIC. * *IF COC,ISTRUCTION IS TAKING PLACE DURING WET SEASONS, CREEPING RED FESCUE 40 .9 AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS MI 7. PERENNIAL RYEGRASS 170 4.0 5.0 -7.5 10. SCHEDULE OF EARTHWORK ACTIVITIES: TURF TYPE a) THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE 8. TALL FESCUE 170 4.0 .5 -8.3 2 1 2 REVISION RECORD DATE DESCRIPTION TEMPORARY SEEDING DATES DES BY I APP BY JAN FEB MAR APR MAY JUN JUL AUG I SEP I OCT NOV I DEC PERMANENT SEEDING DATES JAN FEB MAR APR I MAY I JUN I JUL I AUG I SEP I OCT NOV LEAST F ate 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 5OX * 1 - PREFERRED 2 - WILL TOLERATE ** INOCULATE WITH SPECIFIC INOCULANT. t t t t SEED TOLERANCE CHART EROSION CONTROL NOTES TYPE OF SEED 1. ALL CONSTRUCTION METHODS AND MATERIALS- MUST CONFORM TO CURRENT SEEDING DETAIL STANDARDS AND SPECIFICATIONS OF THE FEDERAL, STATE, COUNTY, CITY OR t t LOCAL REQUIREMENTS, WHICHEVER HAS JURISDICTION. 3.5 LBS. 2. LAND ALTERATION WHICH STRIPS THE LAND OF VEGETATION, INCLUDING SOILS DESCRIPTIONS & LIMITATIONS REGRADING, SHALL BE DONE IN A WAY THAT WILL MINIMIZE EROSION. 3. THIS PLAN SHALL NOT BE CONSIDERED ALL INCLUSIVE AS THE CONTRACTOR 1. Brookston Silty Clay Loam (Br - 18% Site) The Brookston I SHALL TAKE ALL NECESSARY PRECAUTIONS TO PREVENT SOIL SEDIMENT series consists of very deep, poorly drained soils formed in up FROM LEAVING THE SITE. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES WILL BE INSTALLED IF DEEMED NECESSARY BY ON -SITE INSPECTION. to 20 inches of silt material and the underlying loam till in Y Y 9 Y 1 LB. 40 LB. depressions on till plains and moraines. Permeability is moderate I 4. SEDIMENT LADEN WATER SHALL BE DETAINED BY EROSION CONTROL in the subsoil and moderately slow in the underlying material. PRACTICES AS NEEDED TO MINIMIZE SEDIMENTATION IN THE RECEIVING Slope ranges from 0 to 3 percent. Subject soil does not present STREAM. NO STORM WATER SHALL BE DISCHARGED FROM THE SITE IN A any foreseeable limitations to the proposed development. MANNER THAT CAUSES EROSION AT THE POINT OF DISCHARGE. 5. WASTES AND UNUSED BUILDING MATERIALS SHALL NOT BE ALLOWED TO BE 2. Crosby Silt Loam (CrA - 82% Site) The Crosby series CARRIED FROM THE SITE BY STORMWATER RUNOFF. PROPER DISPOSAL OF consists of very deep, somewhat poorly drained soils that are ALL WASTES AND UNUSED BUILDING MATERIALS IS REQUIRED. moderately deep to dense till on till plains. These soils formed in 6. SEDIMENT BEING TRACED ONTO PUBLIC OR PRIVATE ROADWAYS SHALL BE loamy till that can be capped with up to 22 inches of loess or MINIMIZED. CLEARING OF ACCUMULATED SEDIMENT SHALL NOT INCLUDE FLUSHING WITH WATER. CLEARED SEDIMENT SHALL BE RETURNED TO THE silt material. Permeability Is moderate or moderate) slow in Y Y Y SITE FOR DISPOSAL. and above the argillic horizon and slow or very slow below the 7. SOIL WHICH HAS ACCUMULATED NEXT TO EROSION CONTROL DEVICES SHALL argillic horizon. Slope ranges from 0 to 6 percent. Subject soil does not any foreseeable limitations to the proposed BE COLLECTED AND REDISTRIBUTED ON SITE AFTER EACH RAINFALL EVENT, present AND AT LEAST ONCE A WEEK. development. 8. IF INSTALLATION OF STORM DRAINAGE SYSTEM SHOULD BE INTERRUPTED BY WEATHER OR NIGHTFALL, THE PIPE ENDS SHALL BE COVERED WITH FILTER FABRIC. * *IF COC,ISTRUCTION IS TAKING PLACE DURING WET SEASONS, 9. ALL EXISTING STRUCTURES, FENCING, TREES AND ETC., WITHIN CONSTRUCTION SOILS MAY REQUIRE LIME STABILIZATION. AREA SHALL BE REMOVED AND DISPOSED OF OFF SITE. BURNING IS MI B ALLOWED ON-SITE. 3, W 10. SCHEDULE OF EARTHWORK ACTIVITIES: a) THE DURATION OF TIME WHICH AN AREA REMAINS EXPOSED SHALL BE KEPT TO A PRACTICAL MINIMUM. THE AREA SHALL BE STABILIZED SON AS POSSIBLE. TEMPORARY VEGETATION OR MULCHING SHALL BE USED TO PROTECT EXPOSED AREAS IF PERMANENT VEGETATION CANNOT BE SEEDED WITHIN 14 DAYS OR ACTIVITY CEASES FOR MORE THAN 21 DAYS OR AS DIRECTED BY THE ENGINEER. 6» FACE b) TOPSOIL REPLACEMENT SHAD_ TAKE PLACE FROM MARCH 1 TO OF #8 STONE OCTOBER 31. STOCKPILE TOPSOIL AT ALL OTHER TIME OF THE YEAR. OVER RIP -RAP REVISION RECORD DATE DESCRIPTION TEMPORARY SEEDING DATES DES BY I APP BY JAN FEB MAR APR MAY JUN JUL AUG I SEP I OCT NOV I DEC PERMANENT SEEDING DATES JAN FEB MAR APR I MAY I JUN I JUL I AUG I SEP I OCT NOV LEAST F ate 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 5OX * NOT NECESSARY WHERE MULCH IS APPLIED. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR THERE SHALL BE NO DIRT, DEBRIS, OR STORAGE OF MATERIAL IN THE STREET Sub,�rt.0 4� DFp Of te 'aG CW OU, OPCCM nU> ARMFI 10' MIN. t TEMPORARY SEEDINGS t t t t t TYPE OF SEED 1000 SQ. FT. ACRE REMARKS t t 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 RYEGRASS 1 LB. 40 LB. COVER SEED 1/4n DEEP * NOT NECESSARY WHERE MULCH IS APPLIED. ADDITIONAL EROSION CONTROL MEASURES MAY BE REQUIRED IN THE FIELD BY THE INSPECTOR THERE SHALL BE NO DIRT, DEBRIS, OR STORAGE OF MATERIAL IN THE STREET Sub,�rt.0 4� DFp Of te 'aG CW OU, OPCCM nU> ARMFI 10' MIN. t t t t t t t 0 t t t t t t t t 2" TAKE (TYP.) » B (2 PER BALE) 1/8 DIA. STEEL WIRE STAPLE DETAIL PLYWOOD 48» X 24» PAINTED WHITE LACK LETTERS ° CNCRE ° WASHOUT 0 6 HEIGHT 5" LAG SCREWS PERMANENT AND FINAL VEGETATION AND STRUCTURAL EROSION 6• STONE. CONTROL DEVICES SHALL BE INSTALLED WITHIN SEVEN (7) DAYS AFTER a ,,--WOOD 3 »OX 8' FINAL GRADING OR AS SOON AS POSSIBLE. PLASTIC LINING PLAN TRAW BALE (TYP.) ROCK CHECK DAM MAINTENANCE REQUIREMENTS: 1. INSPECT ROCK CHECK DAMS AFTER EACH STORM EVENT AND PROMPTLY REMOVE ANY SEDIMENT DEPOSITS TO ENSURE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN, TAKING CARE NOT TO UNDERMINE THE ENTRENCHED BALES. 2. INSPECT PERIODICALLY FOR DETERIORATION OR DAMAGE FROM CONSTRUCTION ACTIVITIES AND REPAIR IMMEDIATELY. 3. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, REMOVE ALL ROCK CHECK DAMS AND SEDIMENT, BRING THE DISTURBED AREA TO GRADE, AND STABILIZE IT. SILT FENCE MAINTENANCE REQUIREMENTS: 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. FILTER FABRIC UNDER STONE SWALE WIDTH LESS 1' SWALE WIDTH ROCK CHECK DAM N TYPE *ABOVE GRADE SYSTEM" ��� ��� WITH STRAW BALES Li 10 MIL CONCRETE WASHOUT PLASTIC LINING STAPLES TO SECURE THE EXTEND OVER BALES SIGN DETAIL LINER TO THE STRAW BALES (OR EQUIVALENT) (DING WIRE STRAW BALES 1ACTUAL LAYOUT DETERMINED ENTRENCHED 4' IN FIELD. INTO THE SOIL 2. THE CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30 FT. OF THE TEMPORARY SECTION B -B CONCRETE WASHOUT FACILITY. COMPACTED SOIL MATERIAL WOOD OR METAL STAKES (2 PER BALE) 01 CONCRETE WASHOUT BMP NOT TO SCALE V tc 4 ' Fi H W ,O ��FW C)c°v �D Z �ww 04 V) O 6d- F+•1 1 O W C W ���00... 1-1 1 Q 4-1 C ce!"314 N vi ruf L P •p co 0 M SERVICE E C Y TOWNS 0 C DIANA J o -v �m C • No = PE10403858 o STATE OF N. �i ♦♦ OA, 0.01 P, •. G���v 11I to DATE: 05/15/12 DWN BY: EAG CHKD. BY: EAG SCALE: 1 " = 4C DATE: 05 -15 -1 0 H > H 04 O Y � Q O cy) W u� F�1 N f4 0 &-4 VL PROJECT NUMBER MSI.039 DRAWING NUMBER C 3.0 SHEET 4 OF 5