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HomeMy WebLinkAboutC803 Stormwater Pollution Prevention DetailsDATE: 7/02/04 PROJECT NO.: I 1238.9004 DRAWN B Y: BET CHECKED BY: SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: N: \1238 \9004 \DWGS \C802- 803.DWG SHEET NO.: C803 r 1 S i �R CE R �R G E GRAMS �RAD' i i�A S I 1 TRAPS 1S E ID r T� i ‘‘,.'11- I.; `vv/�L" SON ,S." ��JNL. ,-F r li\ /SIX s =DED J PRIOR CI LI t�E ROD l' .t Y AE i-�: LN EVENTS i AS ND' RIO Cf E PRIOR n 1 D ,S �RAi ST1_1' F 11 P:1-,?‘D: B Y, AF TL S I-VEN IS A ND AS NIL PRIOR Tie f t 110° EVEN PRIOR CLEAR EVENTS D AS f ALON6 r. AS v'_- AErEH H JGH RE., r 7FR ,SH H n I rr; r\iq =Tl,r,I �7 TS ��f�; D AS r, t A I fl Y P Fv i FN F1�._ A f DASf�� A. EE F SH C. f THR_ �H .LACED T, ,I, EON i l I, TER r ,IUEIE_ ,'O AR's;' ,SE V n n ra IN ,L l ER ART JIf .10 T AREr„ CAB \i r N EF RFD D r 1� I I U IYl a TER Al 'NC JI °AO AID f�� S TA[3 L' ‘f PJl D r, l_ N/1 I op I icy L� DT t_R A AR s T� ARIL/' DATE: 7/02/04 PROJECT NO.: I 1238.9004 DRAWN B Y: BET CHECKED BY: SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: N: \1238 \9004 \DWGS \C802- 803.DWG SHEET NO.: C803 hoh cave. t r y affect i ng uses SOH are sedschal r Huh water Eon, mocenate shrlepKesswell _.te 7 moderate permeability. This Sa L saes. roe site needs t be 0 t (r d drai' ed and Protected from csF e.n s sho a� not be constructed on this soil. soil has severe roar and streets because .)t sedsonDl high water ±able and 'nigh patential frost roods and strEe snould pc reblec or strengthened with SUItoPie lgorn, Sir, Peso:Ho 'an and Cnaracteristics: fecH aliec i Fee rig .SeS 0 ;I are 0 seasonal nij7h water s ,1t E r Y,e Cte Shr -.Well Doter'` c and moderate p Er e 0ility. InIS soil ions Or LE.., D rici vitas. The S needs to be ortflcia Iy drained to Dre rent wetness i I �d li� with basements �hoLd .1D- re T r tru it v on this 1. This soil roaas and v, _Lt Ceocuse Of _astir nigh water table and 'high I^ ':t p enlaced Sw :t �nfthenec C :tr,� olds and streets �U r (YE, rrICH G n a V Y 5 b_ S 1, s e c S N S 1 nigh W S S r table h l g n by to usi5 of _:L,rb Und' 7 S Suv strenTS. i g yr rJ sever the surface drainage Can cl.a; help. Hfgh water cle5 can be posemeat cC sT,ruC_on wit the use ne Derin eter foundation drains and I_ L nr •ieOA S detc Speci`ic HomnatIon related t'r Pic Ts .�_._re n Try s LOC A ON OF E Ulv" A' TES L ,I7. R,s MEN I CON CHT: .EA7HfljT AREA SHALL BE I S 1 IA -ED PRIOR TO ANY CON CRL TE PLACL MC NIT ON SI IR. S SHALL BE t\ L.D AT, E CONS ipU ON EN TRANCE, A, E. ''4 "1ASHOU T AREA, AND ELSE .'I -�:E AS NECESSARY CLEARLY Y \i DI f Fh., TF THE LOCATION C ONCRLTE WA SIT OJT AREA TO OPERATORS OF CONCREE E TRUCKS AND PUMP HISS. COINCRE'- WASHOUT AREA SHALL BE P` IPA :ED AND ENLARGED OR CLEANED OUT AS NTE.,, r1' Y IC MAINTAIN CAPACITY FOR 'WASTED CONC.HE E. a T Tr ENL: CIE CONSTRUCTION, ALL CONCRETE SHALL BE REP: ,E" EE CM THE SITE AND DISPOSED l AN APPROVED WASTE SI Des Cinardote srrms aril hn t(TADSS: I B R M AROUND PER tit E. TER E. MIN 07 S RrrT' T O DNTAIN )NCRETL I-• II 3: Of FL A UEP SLOPES CONCRETE WASHOUT DETAIL 131St St r ''E CONCRETE /Y/A. OG I ©T S REM v'ED THE E ,BED AREA SHALL. BE SE_ DED AND r,1 L. i! T'7. T ERWISL sTABil ZED IN "A.N -R APPROVED 55 THE. NSPECTOR. SITE SOILS MAP GROUND SURFACE NOT TO SCALE SILT FENCE MATERIAL CROSSBARS It■4 11 :41: 14. 4 j AiN I PROTECTIO BEEHIVE INLET OR DRAINAGE COVER fj HO O: 5 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. LATHS SILT FENCE EXTENDS 6" BELOW FINISHED GRADE SILT FENCE 3 i PUBLIC ROAD x 300 275 250 225 B 200 SLOPE 175 LENGTH 150 (FT.) 125 100 75 A 50 25- THE BLANKET SHOULD NOT BE STRETCHED BUT ALLOWED TO LAY LOOSELY ON THE SOIL SURFACE TO ACH EVE MAXIMUM BLANKET TO SOIL CONTACT. 5 N HIGH VELOCITI CHANNEL APPLICATIONS, CHECK SLOTS SHOULD BE ESTABLISHED EVERY 35 40'. THE SLOTS SHOULD BE WIDE B c Y 6" DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF HE SLOT, -HEN BACKPLL/D AND SEEDED. 2 -5" COARSE AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL 1. 1 STAPLE PER SQ. YD. A 6" (MIN) II� I n K__ EDXRSTIN C C tRADE 50' EROSION CO \TROL MATTING DETAIL SILT FENCE -�X B x TYPICAL TOPSOIL STOC 1 1 /2' GENERAL STAPLE RECOMMENDATIONS B 4:1 3:1 2:1 1:1 SLOPE GRADIENT STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. 1 THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 2 1 -1/2 STAPLES PER SQ. YD. c CHANNEL LINING B 10' TYPICAL 1 1/2' r� E L X11 �I, ElR..0 I N 7: a 3.-ANE,. r 1NC'5T 7/' E? 5 CS S. 11 5. 75 FQ ADDITIONAL STAPLES AS REQUIRED DUE TO DEPTH OF FLOW. CHANNEL LININGS UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE. 7 ROLL BLANKETS OUT IN DIRECTION OF WATER FLOW. ti; ROLL BLANKETS OUT IN DIRECTION OF WATER FLOW. 1 r 4 ON LONG SLOPES, THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED tl 4 6" IN A "SHINGLE EFFECT x x 2 STAPLES PER SO, YD. C 3' EROSION BLANKET INSTALLATION X VIN) <PLE 2 ON SLOPE APPLICATIONS, THE TOP OF THE BLANKET SHOULD BE "SLOTTED IN" ABOVE THE BREAK OF THE SLOPE OR AT A MINIMUM, STAPLED IN PLACE WITH STAPLES 6" APART ON THE END OF THE BLANKET. R EPARATION OF THE SEED BED, INCLUDING APPLICATON OF LIME, FERTILIZER AND SEED SHOULD BE !f CONDUCTED AS NORMAL PRIOR TO INSTALLATION OF BLANKET. 6 1 I Ltd `l NN ONE FOOT OVERLAP ONTO THE CURB NOTE: GRADE (NEW OR EXISTING) 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 equivalent) per 1000 sq. ft. (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. Seeding Select a seed mixture based on projected use of the area (Figure 5 -2), while considering best seeding dates. See Figure 5 -3 this sheet. If toler- ances are a problem, such as salt tolerance of seedings adjacent to streets and highways, see Figure 5 -4 this sheet before final selection. Species Level and Sloping, Open Areas 1. Tall Fescue 2. Tall Fescue 25 .6 5.5 -8.3 1 Red Clover 5 .12 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 Creeping Red Fescue 15 .4 Steep Banks and Cuts 4. Tall Fescue 15 .4 5.8 -7.5 2 1 Kentucky Bluegrass 25 .6 5. Tall Fescue 35 .8 5.5 -8.3 2 1 Emerald Crownvetch 10 .25 Lawns and High Maintenance Areas 6. Kentucky Bluegrass Creeping Red Fescue 7. Perennial Ryegrass (Turf Type) 8. Tall Fescue 170 4,0 1 Preferred 2 Will Tolerate Inoculate with specific Inoculant. 6" HIGH, 12" WIDE GEOTECTILE FABRIC FILLED WITH No.2 STONE. (FABRIC -NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQUAL) Ical11111""iiii rats RUN OFF CURB INLET SEDIMENT BARRIER START BLANKET AT TOP OF THE SWALE AND ROLL IN THE DIRECTION OF THE WATER FLOW IN THE SWALE. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR CHANNEL PLACEMENT AND STAPLE PATTERNS. Figure 5 -2: Permanent Seed Mixtures Seeding Rate Suitable pH lbs/acre lbs /1000 sq. ft. 35 .8 5,5 -8.3 2 1 40 .9 40 .9 170 4.0 CURB INLET NO SCALE 5.8 -7.5 5.0 -7.5 5.5 -8.3 SEEDED AND STRAW MULCHED VARIES GRADE /'(NEW OR EXISTING) -=111- M S -75 EROSION CONTROL BLANKET AS MANU. BY NORTH AMERICAN GREEN OR APPROVED EQUAL EROSION CONTROL MATTING DETAIL FOR REAR YARD SWALE SCALE: NONE Site Suitability* well Droughty Drained Wet 2 2 2 1 1 2 1 2 2 stakes (typ) per bale bindings to be placed parallel to ground SEDI V Wheat or Rye Oats Annual Ryegrass Non Irrigated* Irrigated Dormant Seeding Plan (n.t.s.) Profile (n.t.s.) Kind of Seed Wheat or Rye Spring Oats Annual ryegrass ENT FILTER DETAIL Temporary Seeding and Stablization Dates Jan Feb Mar FA Apr May Aug Sep Oct T Permanent Seeding Dates I I01 I5 U II I 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 7.. NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE ESTABLISHMENT OF VEGATATIVE GROUND COVER. flow Temporary Seedings 1000 Sq. Ft. Acre Remarks 3.5 lbs. 2 bu. Cover seed 1" to 1 1/2" deep 2.3 lbs. 3 bu. Cover seed 1" deep 1 Ib. 40 lbs. Cover seed 1 /4 "deep* Not necessary where mulch is applied. straw bale stake (typ) straw bale FIGURE 5 -3 undertoe SILT FENCE HOLEY MOLEY SAYS "DON'T DIG BLIND 1- 800 -382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. CONTACT THE CITY OF 007.967 UTILITY DEPARTMENT AT (317) 571 -2648 FOR Fr,ELD LOCATIONS OF CITY WATER MAINS. Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. Fabric Weight 4 oz /syd Grab Strength Warp 125 lbs. Elongation Warp 50 Trapezoidal Tear Strength 50 lbs. Burst Strength 200 psi UV Resistance 70 A.O.S 50 -80 Slurry Flow Rate 225 gpm /sq. ft Sediment Retention 75 Silt Fence Material Fence Post Fence Post Should be Buried 1' Below Ground Surface SILT FENCE DETAIL NTS Ground Surface Silt Fence Material Should be Buried 6" Below Ground Surface. X000 AREA TO BE TOPSOILED, SEEDED AND MULCHED BY OWNER AT COMPLETION OF CONSTRUCTION (TYP.). PS, SIDE YARD DRAINAGE SWALE DROP INLET PROTECTION 0 00 CONCRETE SIDEWALK 0 CURB INLET PROTECTION 000 0 EXISTING CURB GUTTER 0 0 00 HOUSE 0 -T 0 0 REAR YARD DRAINAGE SWALE 000 000 STREET PERIMETER PROTECTION: SILT FENCE ,0 0 PERIMETER PROTECTION: SILT FENCE 000 GARAGE SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL ONE- OR TWO- FAMILY DWELLING UNDER CONSTRUCTION SCALE: NONE 0 000 T 000 000 0 INDIVIDUAL LOT EROSION CONTROL PLAN LEGEND PROPERTY LINE/ DRAINAGE SWALE SILT FENCE FINISHED DRAINAGE EXISTING DRAINAGE TREE CONSERVATION GRAVEL ENTRANCE/ EXIT PAD 0707 INLET PROTECTION SOIL SALVAGE AND UTILIZATION PS PERMANENT SEEDING CURB INLET PROTECTION PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL BUILDING LOTS: 1. The individual lot operator, whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated with activities on individual lots. 2. Temporary seeded areas established by the developer shall be maintained by the homebuilder and his sub contractors. Silt fences previously installed will be maintained. 3. Installation and maintenance of a stable construction site access drive from the house /site to the street /alley shall be installed, consisting of Number 2 Stone, thick and a minimum of 12' wide. Top dress as needed. This shall be utilized for access to the house and any mud or dirt tracked into the street /alley shall be promptly removed and pieced in a stable area. Water shall not be used to flush silt, mud or debris into the storm sewer system. 4. Installation and maintenance of appropriate perimeter erosion and sediment control measures prior to land disturbance. A silt fence is to be installed along the back of curb at the front property line and along the alley or at the edge of the rear drainage easement. The silt fence shall be maintained until permanent vegetation (grass) is established. 5. Sediment discharge and tracking from each lot must be minimized throughout the and disturbing activities on the lot until permanent stabilization has been achieved. 6. Clean -up of sediment that is either tracked or washed onto roads. Bulk_ clearing of sediment shall not include flushing the area with water. Cleared sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. 7. Adjacent lots disturbed by an individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. 8. Shen time is appropriate and as soon as possible, roof down spout extenders of a non perforated drain tide should be extended to the street or other solid outlet until a lawn is established. 9. For individual residential lots, final stabilization meeting the criteria of Rule 5 will be achieved when the individual lot operator: a. Completes final stabi'lizat'ion; or b. Has installed appropriate erosion and sediment control mecsures for an individual 'ct pr or TO occupation of the home .,y the homeowner and u h as informed the homeowner of the requirement for, and benefits of, final stabilization. Y`\\ \1111411111111 171 /I ////I ON T. i 0, L 0000075 STATE OED /jin H I I 11111U11�V�\ Er..4.4, a DATE: 7/02/04 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN AR,_ THE EX. CLUS`VE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE DELL OR REPRODUCED, IN WHOLE OR IN PART, Tvl=HO'.;T THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. COPYRIGHTED BY THE SCHNEIDER CORP. DD04) S chneider THE SCHNEIDER CORPORATION 12821 E. New Market Street Suite 100 Carmel, IN 46032 Telephone: 317.569.8112 Fax: 317.826.6410 www.schneidercorp.com Architecture Civil Engineering Environmental Engineering Geotechnical Services GIS *LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering hoh cave. t r y affect i ng uses SOH are sedschal r Huh water Eon, mocenate shrlepKesswell _.te 7 moderate permeability. This Sa L saes. roe site needs t be 0 t (r d drai' ed and Protected from csF e.n s sho a� not be constructed on this soil. soil has severe roar and streets because .)t sedsonDl high water ±able and 'nigh patential frost roods and strEe snould pc reblec or strengthened with SUItoPie lgorn, Sir, Peso:Ho 'an and Cnaracteristics: fecH aliec i Fee rig .SeS 0 ;I are 0 seasonal nij7h water s ,1t E r Y,e Cte Shr -.Well Doter'` c and moderate p Er e 0ility. InIS soil ions Or LE.., D rici vitas. The S needs to be ortflcia Iy drained to Dre rent wetness i I �d li� with basements �hoLd .1D- re T r tru it v on this 1. This soil roaas and v, _Lt Ceocuse Of _astir nigh water table and 'high I^ ':t p enlaced Sw :t �nfthenec C :tr,� olds and streets �U r (YE, rrICH G n a V Y 5 b_ S 1, s e c S N S 1 nigh W S S r table h l g n by to usi5 of _:L,rb Und' 7 S Suv strenTS. i g yr rJ sever the surface drainage Can cl.a; help. Hfgh water cle5 can be posemeat cC sT,ruC_on wit the use ne Derin eter foundation drains and I_ L nr •ieOA S detc Speci`ic HomnatIon related t'r Pic Ts .�_._re n Try s LOC A ON OF E Ulv" A' TES L ,I7. R,s MEN I CON CHT: .EA7HfljT AREA SHALL BE I S 1 IA -ED PRIOR TO ANY CON CRL TE PLACL MC NIT ON SI IR. S SHALL BE t\ L.D AT, E CONS ipU ON EN TRANCE, A, E. ''4 "1ASHOU T AREA, AND ELSE .'I -�:E AS NECESSARY CLEARLY Y \i DI f Fh., TF THE LOCATION C ONCRLTE WA SIT OJT AREA TO OPERATORS OF CONCREE E TRUCKS AND PUMP HISS. COINCRE'- WASHOUT AREA SHALL BE P` IPA :ED AND ENLARGED OR CLEANED OUT AS NTE.,, r1' Y IC MAINTAIN CAPACITY FOR 'WASTED CONC.HE E. a T Tr ENL: CIE CONSTRUCTION, ALL CONCRETE SHALL BE REP: ,E" EE CM THE SITE AND DISPOSED l AN APPROVED WASTE SI Des Cinardote srrms aril hn t(TADSS: I B R M AROUND PER tit E. TER E. MIN 07 S RrrT' T O DNTAIN )NCRETL I-• II 3: Of FL A UEP SLOPES CONCRETE WASHOUT DETAIL 131St St r ''E CONCRETE /Y/A. OG I ©T S REM v'ED THE E ,BED AREA SHALL. BE SE_ DED AND r,1 L. i! T'7. T ERWISL sTABil ZED IN "A.N -R APPROVED 55 THE. NSPECTOR. SITE SOILS MAP GROUND SURFACE NOT TO SCALE SILT FENCE MATERIAL CROSSBARS It■4 11 :41: 14. 4 j AiN I PROTECTIO BEEHIVE INLET OR DRAINAGE COVER fj HO O: 5 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. LATHS SILT FENCE EXTENDS 6" BELOW FINISHED GRADE SILT FENCE 3 i PUBLIC ROAD x 300 275 250 225 B 200 SLOPE 175 LENGTH 150 (FT.) 125 100 75 A 50 25- THE BLANKET SHOULD NOT BE STRETCHED BUT ALLOWED TO LAY LOOSELY ON THE SOIL SURFACE TO ACH EVE MAXIMUM BLANKET TO SOIL CONTACT. 5 N HIGH VELOCITI CHANNEL APPLICATIONS, CHECK SLOTS SHOULD BE ESTABLISHED EVERY 35 40'. THE SLOTS SHOULD BE WIDE B c Y 6" DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF HE SLOT, -HEN BACKPLL/D AND SEEDED. 2 -5" COARSE AGGREGATE GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL 1. 1 STAPLE PER SQ. YD. A 6" (MIN) II� I n K__ EDXRSTIN C C tRADE 50' EROSION CO \TROL MATTING DETAIL SILT FENCE -�X B x TYPICAL TOPSOIL STOC 1 1 /2' GENERAL STAPLE RECOMMENDATIONS B 4:1 3:1 2:1 1:1 SLOPE GRADIENT STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL. AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE BLANKETS, STAPLE PATTERN "C" SHOULD BE UTILIZED. 1 THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 2 1 -1/2 STAPLES PER SQ. YD. c CHANNEL LINING B 10' TYPICAL 1 1/2' r� E L X11 �I, ElR..0 I N 7: a 3.-ANE,. r 1NC'5T 7/' E? 5 CS S. 11 5. 75 FQ ADDITIONAL STAPLES AS REQUIRED DUE TO DEPTH OF FLOW. CHANNEL LININGS UTILIZE STAPLE PATTERN "C" WITH ADDITIONAL STAPLES ON SIDE SLOPES AT PROJECTED WATER LINE. 7 ROLL BLANKETS OUT IN DIRECTION OF WATER FLOW. ti; ROLL BLANKETS OUT IN DIRECTION OF WATER FLOW. 1 r 4 ON LONG SLOPES, THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED tl 4 6" IN A "SHINGLE EFFECT x x 2 STAPLES PER SO, YD. C 3' EROSION BLANKET INSTALLATION X VIN) <PLE 2 ON SLOPE APPLICATIONS, THE TOP OF THE BLANKET SHOULD BE "SLOTTED IN" ABOVE THE BREAK OF THE SLOPE OR AT A MINIMUM, STAPLED IN PLACE WITH STAPLES 6" APART ON THE END OF THE BLANKET. R EPARATION OF THE SEED BED, INCLUDING APPLICATON OF LIME, FERTILIZER AND SEED SHOULD BE !f CONDUCTED AS NORMAL PRIOR TO INSTALLATION OF BLANKET. 6 1 I Ltd `l NN ONE FOOT OVERLAP ONTO THE CURB NOTE: GRADE (NEW OR EXISTING) 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 equivalent) per 1000 sq. ft. (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. Seeding Select a seed mixture based on projected use of the area (Figure 5 -2), while considering best seeding dates. See Figure 5 -3 this sheet. If toler- ances are a problem, such as salt tolerance of seedings adjacent to streets and highways, see Figure 5 -4 this sheet before final selection. Species Level and Sloping, Open Areas 1. Tall Fescue 2. Tall Fescue 25 .6 5.5 -8.3 1 Red Clover 5 .12 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 Creeping Red Fescue 15 .4 Steep Banks and Cuts 4. Tall Fescue 15 .4 5.8 -7.5 2 1 Kentucky Bluegrass 25 .6 5. Tall Fescue 35 .8 5.5 -8.3 2 1 Emerald Crownvetch 10 .25 Lawns and High Maintenance Areas 6. Kentucky Bluegrass Creeping Red Fescue 7. Perennial Ryegrass (Turf Type) 8. Tall Fescue 170 4,0 1 Preferred 2 Will Tolerate Inoculate with specific Inoculant. 6" HIGH, 12" WIDE GEOTECTILE FABRIC FILLED WITH No.2 STONE. (FABRIC -NUTEC 3NW SILT FENCE FABRIC OR APPROVED EQUAL) Ical11111""iiii rats RUN OFF CURB INLET SEDIMENT BARRIER START BLANKET AT TOP OF THE SWALE AND ROLL IN THE DIRECTION OF THE WATER FLOW IN THE SWALE. REFER TO MANUFACTURER'S RECOMMENDATIONS FOR CHANNEL PLACEMENT AND STAPLE PATTERNS. Figure 5 -2: Permanent Seed Mixtures Seeding Rate Suitable pH lbs/acre lbs /1000 sq. ft. 35 .8 5,5 -8.3 2 1 40 .9 40 .9 170 4.0 CURB INLET NO SCALE 5.8 -7.5 5.0 -7.5 5.5 -8.3 SEEDED AND STRAW MULCHED VARIES GRADE /'(NEW OR EXISTING) -=111- M S -75 EROSION CONTROL BLANKET AS MANU. BY NORTH AMERICAN GREEN OR APPROVED EQUAL EROSION CONTROL MATTING DETAIL FOR REAR YARD SWALE SCALE: NONE Site Suitability* well Droughty Drained Wet 2 2 2 1 1 2 1 2 2 stakes (typ) per bale bindings to be placed parallel to ground SEDI V Wheat or Rye Oats Annual Ryegrass Non Irrigated* Irrigated Dormant Seeding Plan (n.t.s.) Profile (n.t.s.) Kind of Seed Wheat or Rye Spring Oats Annual ryegrass ENT FILTER DETAIL Temporary Seeding and Stablization Dates Jan Feb Mar FA Apr May Aug Sep Oct T Permanent Seeding Dates I I01 I5 U II I 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 7.. NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE ESTABLISHMENT OF VEGATATIVE GROUND COVER. flow Temporary Seedings 1000 Sq. Ft. Acre Remarks 3.5 lbs. 2 bu. Cover seed 1" to 1 1/2" deep 2.3 lbs. 3 bu. Cover seed 1" deep 1 Ib. 40 lbs. Cover seed 1 /4 "deep* Not necessary where mulch is applied. straw bale stake (typ) straw bale FIGURE 5 -3 undertoe SILT FENCE HOLEY MOLEY SAYS "DON'T DIG BLIND 1- 800 -382 -5544 CALL TOLL FREE 1 -800- 428 -5200 FOR CALLS OUTSIDE OF INDIANA PER INDIANA STATE LAW IS -69 -1991. IT IS AGAINST THE LAW TO EXCAVATE WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. CONTACT THE CITY OF 007.967 UTILITY DEPARTMENT AT (317) 571 -2648 FOR Fr,ELD LOCATIONS OF CITY WATER MAINS. Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. Fabric Weight 4 oz /syd Grab Strength Warp 125 lbs. Elongation Warp 50 Trapezoidal Tear Strength 50 lbs. Burst Strength 200 psi UV Resistance 70 A.O.S 50 -80 Slurry Flow Rate 225 gpm /sq. ft Sediment Retention 75 Silt Fence Material Fence Post Fence Post Should be Buried 1' Below Ground Surface SILT FENCE DETAIL NTS Ground Surface Silt Fence Material Should be Buried 6" Below Ground Surface. X000 AREA TO BE TOPSOILED, SEEDED AND MULCHED BY OWNER AT COMPLETION OF CONSTRUCTION (TYP.). PS, SIDE YARD DRAINAGE SWALE DROP INLET PROTECTION 0 00 CONCRETE SIDEWALK 0 CURB INLET PROTECTION 000 0 EXISTING CURB GUTTER 0 0 00 HOUSE 0 -T 0 0 REAR YARD DRAINAGE SWALE 000 000 STREET PERIMETER PROTECTION: SILT FENCE ,0 0 PERIMETER PROTECTION: SILT FENCE 000 GARAGE SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL ONE- OR TWO- FAMILY DWELLING UNDER CONSTRUCTION SCALE: NONE 0 000 T 000 000 0 INDIVIDUAL LOT EROSION CONTROL PLAN LEGEND PROPERTY LINE/ DRAINAGE SWALE SILT FENCE FINISHED DRAINAGE EXISTING DRAINAGE TREE CONSERVATION GRAVEL ENTRANCE/ EXIT PAD 0707 INLET PROTECTION SOIL SALVAGE AND UTILIZATION PS PERMANENT SEEDING CURB INLET PROTECTION PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL BUILDING LOTS: 1. The individual lot operator, whether owning the property or acting as the agent of the property owner, shall be responsible for erosion and sediment control requirements associated with activities on individual lots. 2. Temporary seeded areas established by the developer shall be maintained by the homebuilder and his sub contractors. Silt fences previously installed will be maintained. 3. Installation and maintenance of a stable construction site access drive from the house /site to the street /alley shall be installed, consisting of Number 2 Stone, thick and a minimum of 12' wide. Top dress as needed. This shall be utilized for access to the house and any mud or dirt tracked into the street /alley shall be promptly removed and pieced in a stable area. Water shall not be used to flush silt, mud or debris into the storm sewer system. 4. Installation and maintenance of appropriate perimeter erosion and sediment control measures prior to land disturbance. A silt fence is to be installed along the back of curb at the front property line and along the alley or at the edge of the rear drainage easement. The silt fence shall be maintained until permanent vegetation (grass) is established. 5. Sediment discharge and tracking from each lot must be minimized throughout the and disturbing activities on the lot until permanent stabilization has been achieved. 6. Clean -up of sediment that is either tracked or washed onto roads. Bulk_ clearing of sediment shall not include flushing the area with water. Cleared sediment must be redistributed or disposed of in a manner that is in compliance with all applicable statutes and rules. 7. Adjacent lots disturbed by an individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. 8. Shen time is appropriate and as soon as possible, roof down spout extenders of a non perforated drain tide should be extended to the street or other solid outlet until a lawn is established. 9. For individual residential lots, final stabilization meeting the criteria of Rule 5 will be achieved when the individual lot operator: a. Completes final stabi'lizat'ion; or b. Has installed appropriate erosion and sediment control mecsures for an individual 'ct pr or TO occupation of the home .,y the homeowner and u h as informed the homeowner of the requirement for, and benefits of, final stabilization.