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Home My WebLink About06010010.19JOBS Legena 6C uescrlpwris: Br - Brookston silty clay loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained and protected from flooding. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. CrA - Crosby silt loam, Soil Description and Characteristics: The main soil features that adversely affect engineering uses of this soil are a seasonal high water table, high potential frost action, moderate shrink -swell potential and moderate permeability. This soil has severe limitations for building sites. The site needs to be artificially drained to prevent wetness from becoming a problem. Dwellings with basements should not be constructed on this soil. This soil has severe limitations for local roads and streets because of seasonal high water table and high potential frost action. The base material for roads and streets should be replaced or strengthened with suitable material. Note: Soil Descriptions and Characteristics shown were taken from the Soil Survey of Hamilton County, Indiana USDA Soil Conservation Service. Recommendations and methods to overcome soil limitations: Limitations for local roads, streets and dwellings because of seasonal high water table and high potential frost action can be overcome by the use of curb underdrains, sub -base strengthening or lime stabilization. Swales which sever the surface drainage can also help. High water tables can be overcome with respect to basement construction with the use of perimeter foundation drains and sump pumps. Refer to the site construction drawings and details for specific information related to the proposed infrastructure improvements orI this site. WEIR ELEV. \ T.R. FI FV W 131st St SOILS MAP NOT TO SCALE 5• (MIN.) FLOOD POOL 6" (MIN.) 2:1 �- GRAVEL 2:1 SET STAKE AT FACE CLEAN -OUT LEVEL .n APRON 5' (MIN.) 1' �I FILTER FABRIC EARTH EMBANKMENT AND STONE OUTLET SECTION CROSS- SECTIONAL VIEW OF THE STONE OUTLET SECTION TEMPORARY SEDIMENT TRAP SEDIMENT TRAP TRAP "A" WEIR ELEV= 886.00 T.B. ELEV= 887.00 TRAP "B" WEIR ELEV= 891.00 T.B. ELEV= 892.00 • WITHOUI NOTIFYING THE UNDERGROUND PRIOR TO CLEARING AND GRADING a AS NEEDED I 2 1 2 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 s TO CLEARING AND GRADING SOILS MAP NOT TO SCALE 5• (MIN.) FLOOD POOL 6" (MIN.) 2:1 �- GRAVEL 2:1 SET STAKE AT FACE CLEAN -OUT LEVEL .n APRON 5' (MIN.) 1' �I FILTER FABRIC EARTH EMBANKMENT AND STONE OUTLET SECTION CROSS- SECTIONAL VIEW OF THE STONE OUTLET SECTION TEMPORARY SEDIMENT TRAP SEDIMENT TRAP TRAP "A" WEIR ELEV= 886.00 T.B. ELEV= 887.00 TRAP "B" WEIR ELEV= 891.00 T.B. ELEV= 892.00 BEEHIVE INLET OR DRAINAGE COVER � v 24" i✓ W W LATHS SILT FENCE MATERIAL / / � �� SILT FENCE EXTENDS 6" BELOW FINISHED GRADE NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INII FT IDPOTFPTI0NI - CII T SILT FENCE x X------------- 10' ± TYPICAL TYPICAL TOPSOIL STOCKPILE STORMWA TER POLLUTION REVENTION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE Creeping Red Fescue O f . INSTALLATION SEQUENCE TEMP. DIVERSION SWALE & SILT TRAPS AS NEEDED BLIND WITHOUI NOTIFYING THE UNDERGROUND PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED I 2 1 2 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 COPYRIGHTED BY THE SCHNEIDER COPP AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED .4 5.5 AFTER FINISH GRADING EROSION CONTROL MATTING WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING STRAW BALES WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER FINISH GRADING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED AFTER EACH INLET IS PLACED SEED SOD & LANDSCAPE AROUND WATER AS NEEDED Steep Banks and Cuts AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED REMOVAL OF STRAW BALES N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF INLET PROTECTION N A 4. Tall Fescue AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A 2 1 2 AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED o° PUBLIC ROAD ° \ ° °Q° 50' (MIN) o °o °oe va oa oe ea e°�e eo °o 0o° oo° oo. oo° ea° eo° 6" (MIN) aoe o° 2 " -3" COARSE 12' (MIN) AGGREGATE ° GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION FNTRANrF nFTA11 SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA BERM AROUND PERIMETER 12" _f COMPACTED EMBANKMENT 12" MIN GROUND SURFACE 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. Wheat or Rye Work the fertilizer and lime into the soil to a depth of 2 -3 inches Oats with a harrow, disk or rake operated across the slope as much as possible. Annual Ryegrass 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. Figure 5 -2: Permanent Seed Mixtures Non - Irrigated* Species Seeding Rate Suitable pH Site Suitability* Ibs /acre Ibs /1000 well Irrigated sq. ft. Droughty Drained Wet Dormant Level and Sloping, Open Areas Seeding ** Temporary Seeding and Stablization Dates MMI®®EM®�a Permanent Seeding Do M "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC- 8- 1 -26 -1 ET SEQ. AS AMENDED AND SUPPLEMENTED, IT IS AGAINST THE LAW TO EXCAVATE PROJECTED SLOPE GRADIENT LINING HCI I of Q.' y� k i) Creeping Red Fescue O f . 2 Diu DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL BLIND WITHOUI NOTIFYING THE UNDERGROUND 1. Tall Fescue 35 I� M "IT'S THE LAW" CALL 2 WORKING DAYS BEFORE YOU DIG 1 -800- 382 -5544 CALL TOLL FREE PER INDIANA STATE LAW IC- 8- 1 -26 -1 ET SEQ. AS AMENDED AND SUPPLEMENTED, IT IS AGAINST THE LAW TO EXCAVATE MATERIAL TYP. PROJECTED SLOPE GRADIENT LINING -3:1 OR FLATTER Creeping Red Fescue 40 .9 Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep physical properties belr)w. DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL Irrigation needed during this period. To control WITHOUI NOTIFYING THE UNDERGROUND 1. Tall Fescue 35 .8 5.5 -8.3 I 2 1 2 170 4.0 5.0 -7.5 1 THE EDGES OF THE BLANKET SHOULD erosion at times other than in the shaded areas, LOCATION SERVICE TWO (2) WORKING THE BLANKET SHOULD BE "SLOTTED IN' (Turf Type) ABOVE THE BREAK OF THE SLOPE OR AT Annual ryegross 1 lb. 40 lbs. Cover seed 1/4 "deep* A MINIMUM, STAPLED IN PLACE WITH AS REQUIRED TO CONTAIN STAPLES 6" APART ON THE END OF THE fIOW use mulch. DAYS Bf FORE COMMENCING WORK. 2. Tall Fescue 25 .6 5.5 -8.3 170 4.0 5.5 -8.3 2 1 2 1 * Late summer seeding dates may be extended 5 days %ROr >UCED, IN WHOLE OR IN FAR' Red Clover ** 5 .12 Tolerate ** Inoculate with specific Inoculant. SILT FENCE COPYRIGHTED BY THE SCHNEIDER COPP if mulch is applied. 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 ** Increase seeding application by 50 %. Creeping Red Fescue 15 .4 �� O NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE b-8 CURB INLET Eiiiiiiiii ESTABLISHMENT OF VEGATATIVE GROUND COVER. Steep Banks and Cuts I FIGURE 5 -3 4. Tall Fescue 15 .4 5.8 -7.5 2 1 2 Kentucky Bluegrass 25 .6 Temporary Seedlings 5. Tall Fescue 35 .8 5.5 -8.3 2 1 Emerald Crownvetch ** 10 .25 Kind of Seed 1000 Sq. Ft. Acre Remarks Lawns and High Maintenance Areas Wheat or Rye - 3.5 lbs. 2 bu. Cover seed 1" to 1 1/2" deep 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 MATERIAL TYP. PROJECTED SLOPE GRADIENT LINING -3:1 OR FLATTER Creeping Red Fescue 40 .9 Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep physical properties belr)w. DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL I SIDE SLOPES AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE X 2" hardwood 36" tall with DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE r 4 BLANKETS, STAPLE PATTERN 'C• SHOULD BE UTILIZED. I 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 THE EDGES OF THE BLANKET SHOULD ON SLOPE APPLICATIONS, THE TOP OF 15'x15' MIN OR THE BLANKET SHOULD BE "SLOTTED IN' (Turf Type) ABOVE THE BREAK OF THE SLOPE OR AT Annual ryegross 1 lb. 40 lbs. Cover seed 1/4 "deep* A MINIMUM, STAPLED IN PLACE WITH AS REQUIRED TO CONTAIN STAPLES 6" APART ON THE END OF THE fIOW BLANKET. ............................... Warp 125 Ibs. WASTE CONCRETE 'T•"1 cr , TAINED 4EREIN ,:Q 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 r,;)RPORATION, AND ARE NOT lrl FINISHED DRAINAGE / %ROr >UCED, IN WHOLE OR IN FAR' Not necessary where mulch is applied. NOTES: * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. SILT FENCE CONCRETE WASHOUT AREA SHALL BE INSTALLED PRIOR TO ANY CONCRETE PLACEMENT ON SITE 2. SIGNS SHALL BE PLACED AT THE CONSTRUCTION ENTRANCE, AT THE WASHOUT AREA, AND ELSEWHERE AS NECESSARY TO CLEARLY INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA TO OPERATORS OF CONCRETE TRUCKS AND PUMP RIGS. C HIGH, 12" WIDE GEOTECTILE FABRIC 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS FILLED WITH No.2 STONE (FABRIC - 314W SILT FENCE FABRIC OR APPROVED VED EQUAL) NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. ONE FOOT OVERLAP 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED ONTO THE CURB OF AT AN APPROVED WASTE SITE. 5. WHEN THE CONCRETE WASHOUT ARE IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. F� CONCRETE WASHOUT DETAIL_ �1 SEEDING I_flllE= / 6" MIN. TURN DOWN / ! / fit III EROSION CONTROL BLANKET - (NORTH AMERICAN GREEN S -75 OR EQUAL) / EXISTING GRADE SLOPE LENGTH (FT.) REQUIRED DUE TO DEPTH OF FLOW. ® X X CHANNEL UNINGS UTILIZE STAPLE PATTERN •C' 4:1 3:1 2:1 1:1 CHANNEL NTH ADDIRONAL STAPLES ON SIDE SLOPES AT PROJECTED SLOPE GRADIENT LINING WATER LINE. STAPLE PATTERNS APPLY TO ALL NORTH AMERICAN EROSION CONTROL BLANKETS. STAPLE PATTERNS MAY VARY physical properties belr)w. DEPENDING UPON SOIL TYPE AND AVERAGE ANNUAL RAINFALL AT SLOPE LENGTHS GREATER THAN 300 FEET OR WHERE X 2" hardwood 36" tall with DRAINAGE OVER LARGE AREAS IS DIRECTED ONTO THE r 4 BLANKETS, STAPLE PATTERN 'C• SHOULD BE UTILIZED. S T A T Or 2 stakes (typ) bale All silt fence shall be THE EDGES OF THE BLANKET SHOULD ON SLOPE APPLICATIONS, THE TOP OF BE BUTTED AGAINST EACH OTHER, THE THE BLANKET SHOULD BE "SLOTTED IN' EDGES OF THE SCC225 SHOULD BE ABOVE THE BREAK OF THE SLOPE OR AT OVERLAPPED 2• A MINIMUM, STAPLED IN PLACE WITH ............................ ............ STAPLES 6" APART ON THE END OF THE fIOW BLANKET. 3 e� TIE RAIFT_- S 4xu NOT BE STRE - BL- A,IJIAFD TO LAY LOCW_ Oh 'tiE SOL SURFACE TO ACIE�F WAWA-0" .0 BLANKET 1•D SOIL COW-A.- ROLL BLANKETS OUT IN DIRECRON OF WATER FLOW. r a 7, ROLL BLANKETS OUT IN DIRECTION OF WATER FLOW.. ON LONG SLOPES, THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4 - 6' IN A 'SHINGLE EFFECT". PREPARATION OF THE SEED BED, INCLUDING APPLICATION OF UME, cxr FERTIUZER AND SEED SHOULD BE r:....:4::: CONDUCTED AS NORMAL PRIOR TO ',,jt:.:: INSTALLATION OF BLANKET. IN HG)- .F-X- CHANNEL APPLICATIONS, CHECK is 94MD BE ESTABUSHED EVERY 3.1 - 4C' THE SLOTS SHOULD BE 6' WE ?• r• DEEP " THE BLANKET STAPLE h -C BOTTOM OF THE SLOT, THEN BA3 LED AND SEEDED. EROSION BLANKET INSTALLATION CURB INLET RUN OFF --�� CURB INLET SEDIMENT BARRIER NO SCALE NOTE: 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. GRADE (NEW OR EXISTING)) GRADE _ 3.25' 3.25' , SCOPE r(NEW OR EXISTING) I�II�II •, I=11I Mqk 3' SLOP Mpx I�I�III �I E III I I �5 -75 EROSION CONTROL SEEDED AND III I��i- BLANKET AS MANU. BY STRAW MULCHED NORTH AMERICAN GREEN OR APPROVED EQUAL EROSION CONTROL MATTING DETAIL FOR REAR YARD SWALE SCALE: NONE O. Elongation ................................ ............................... Warp 50 straw bale Trapezoidal Tear Strength....... 50 lbs. BurstStrength ......................... ............................... 200 psi O, UV Resistance .......................... ....... ........................ > 70 % A.O.S ............... ............... 50 -80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Plan Sediment Retention ................. ............................... 75 % (n.t.s.) Strikes Co? Fi' n r i ( yP) cll c mui stake t bindings to be Fence Post placed parallel straw bale to ground 3 " -6 "undertoe Profile (n. s. SEDIMENT FILTER DETAIL Fence Post Should p -- be Buried 1' Below Ground Surface 1 SI LT FEN CE DETAI l_ N TS DROP INLET PROTECTION REAR YARD °° 7 PERIMETER PERIMETER PROTECTION: SILT FENCE O O O O O O O SUBSOIL TOPSOIL STOCKPILE \ STOCKPILE PS AREA TO BE TOPSOILID, SEEDED AND MULCHED BY OWNER AT COMPLETION OF CONSTRUCTION (TYP.). I, PS HOUSE GARAGE EXISTING CURB d GUTTER PERIMETER PROTECTION: SILT FENCE -CURB INLET PROTECTION STREET SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL ONE- OR TWO- FAMILY DWEWNG UNDER CONSTRUCTION SCALE: NONE 4 - - - - - - - - -- - -- - ! I i ( 1 I i i I I 1 Iz Silt Fence shall be a machine produced, non-woven geotextile of polypropylene meeting the physical properties belr)w. All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stopied r 4 to stakes over fabric as reinforcement. S T A T Or 2 stakes (typ) bale All silt fence shall be prefabricated by the supplier. No field assembly per will be accepted. o SILT FENCE FabricWeight ................ ............................ ............ - 4 oz /syd fIOW Grab Strength .......................... ............................... Warp 125 Ibs. O. Elongation ................................ ............................... Warp 50 straw bale Trapezoidal Tear Strength....... 50 lbs. BurstStrength ......................... ............................... 200 psi O, UV Resistance .......................... ....... ........................ > 70 % A.O.S ............... ............... 50 -80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Plan Sediment Retention ................. ............................... 75 % (n.t.s.) Strikes Co? Fi' n r i ( yP) cll c mui stake t bindings to be Fence Post placed parallel straw bale to ground 3 " -6 "undertoe Profile (n. s. SEDIMENT FILTER DETAIL Fence Post Should p -- be Buried 1' Below Ground Surface 1 SI LT FEN CE DETAI l_ N TS DROP INLET PROTECTION REAR YARD °° 7 PERIMETER PERIMETER PROTECTION: SILT FENCE O O O O O O O SUBSOIL TOPSOIL STOCKPILE \ STOCKPILE PS AREA TO BE TOPSOILID, SEEDED AND MULCHED BY OWNER AT COMPLETION OF CONSTRUCTION (TYP.). I, PS HOUSE GARAGE EXISTING CURB d GUTTER PERIMETER PROTECTION: SILT FENCE -CURB INLET PROTECTION STREET SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL ONE- OR TWO- FAMILY DWEWNG UNDER CONSTRUCTION SCALE: NONE 4 - - - - - - - - -- - -- - ! I i ( 1 I i i I I 1 Iz it i I IL Schneider I THE SCHNEIDER CORPORATION '128121 E. New Market Stree*. Saite 301 gg �c rmei, IN 46032 d ;hOrie: 317.569._!'1` - 526.641 - '', ,,.s, eiderc_rn._ ,. . Wit: 'I ar j ,'VIrny 1-1 1 ! � t Lr,( IIi.,Y ILY��\JVj i L 1': S Gpe At hite.` L, T�:11IsL c ; ation S E, In eerir I � `s:`�o�s11111�LUltr;rrgr,,:,,,, PROPERTY LINE/ DRAINAGE SWALE DROP INLET r 4 S T A T Or }% PROTECTION X, ti. o SILT FENCE O I - iiRA'i` NG ANJ T�4E DEAi, UEJI' I - 'T•"1 cr , TAINED 4EREIN ,:Q T� PROPERTY 0=` ruETS'. -n�" r,;)RPORATION, AND ARE NOT lrl FINISHED DRAINAGE / %ROr >UCED, IN WHOLE OR IN FAR' THE WR7TEN CONSENT OF THE SCHNE,:�FL:: "r CORPORATION. ; COPYRIGHTED BY THE SCHNEIDER COPP it i I IL Schneider I THE SCHNEIDER CORPORATION '128121 E. New Market Stree*. Saite 301 gg �c rmei, IN 46032 d ;hOrie: 317.569._!'1` - 526.641 - '', ,,.s, eiderc_rn._ ,. . Wit: 'I ar j ,'VIrny 1-1 1 ! � t Lr,( IIi.,Y ILY��\JVj i L 1': S Gpe At hite.` L, T�:11IsL c ; ation S E, In eerir GRAVEL ENTRANCE/ !�-•{ EXIT PAD ra•� -Ai �! m1 I I PROVISIONS FOR EROSION AND SEDIMENT CONTRI OL ON In!r..�;nl.�. _,;r Is,�,; 'D T;, 1. The individual lot operator, whether Owr na Ve f ; the property owner, shall be responsib!_ er., i.•I , requirements associated with activities cn ir,Gividu 2. Temporary seeded areas established by the deve,,,_ r " 'a by `•�, 1 homebuilder and his sub- contrcctors. maintained. 3. Installation and maintenance of D stcble I house site to the street /alley shall be installea, %IS..r;; thick and a minimum of 12' wide. Top dress as nr�c °u. �; ;;; shalt b� :ti! ;z .J access to the house and any mud or dirt tracked into the sheet; alley shat E.e promptly removed and placed in a stable area. Water shall not be used tc fl s:` sIL. mud or debris into the storm sewer system. 4. Installation and maintenance of appropriate perimeter erosion and sediment ccntr; measures prior to land disturbance. A silt fence is to be installed along the back cf curb at the front property line and along the alley or at the edge of the rear drainage easement. The silt fence shall be mointarned until permanent vegetation (grass) is established. 5. Sediment discharge and tracking from each lot must be minimized throughout the land 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 on individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. S. When time is appropriate , and os soon as possible, roof down spout extenders of a non - perforated droin tile 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: o. Completes final stabilization; or b. Has installed appropriate erosion and sediment control measures for an individual lot prior to occupation of the home by the homeowner and has informed the homeowner of the requirement for, and benefits of, final stabilization. O E-y W O r� rr_ I' I �.r II I! II i I I I it I 7 �A''. I PROJc:T P:C - --- - - -! -- - - -- ? RA:'r, BY: E;;Kr JLr SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS I DRAWING FILES: N: \1238 \1501 \DWGS \C804- 805.DWG I I ( i SHEET NO.: INDIVIDUAL LOT EROSION CONTROL PLAN LEGEND PROPERTY LINE/ DRAINAGE SWALE DROP INLET r 4 PROTECTION o SILT FENCE O T� FINISHED DRAINAGE / SOIL SALVAGE AND UTILIZATION LO Q EXISTING DRAINAGE PS TREE CONSERVATION PERMANENT SEEDING �� O W b-8 CURB INLET Eiiiiiiiii PROTECTION I GRAVEL ENTRANCE/ !�-•{ EXIT PAD ra•� -Ai �! m1 I I PROVISIONS FOR EROSION AND SEDIMENT CONTRI OL ON In!r..�;nl.�. _,;r Is,�,; 'D T;, 1. The individual lot operator, whether Owr na Ve f ; the property owner, shall be responsib!_ er., i.•I , requirements associated with activities cn ir,Gividu 2. Temporary seeded areas established by the deve,,,_ r " 'a by `•�, 1 homebuilder and his sub- contrcctors. maintained. 3. Installation and maintenance of D stcble I house site to the street /alley shall be installea, %IS..r;; thick and a minimum of 12' wide. Top dress as nr�c °u. �; ;;; shalt b� :ti! ;z .J access to the house and any mud or dirt tracked into the sheet; alley shat E.e promptly removed and placed in a stable area. Water shall not be used tc fl s:` sIL. mud or debris into the storm sewer system. 4. Installation and maintenance of appropriate perimeter erosion and sediment ccntr; measures prior to land disturbance. A silt fence is to be installed along the back cf curb at the front property line and along the alley or at the edge of the rear drainage easement. The silt fence shall be mointarned until permanent vegetation (grass) is established. 5. Sediment discharge and tracking from each lot must be minimized throughout the land 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 on individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. S. When time is appropriate , and os soon as possible, roof down spout extenders of a non - perforated droin tile 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: o. Completes final stabilization; or b. Has installed appropriate erosion and sediment control measures for an individual lot prior to occupation of the home by the homeowner and has informed the homeowner of the requirement for, and benefits of, final stabilization. O E-y W O r� rr_ I' I �.r II I! II i I I I it I 7 �A''. I PROJc:T P:C - --- - - -! -- - - -- ? RA:'r, BY: E;;Kr JLr SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS I DRAWING FILES: N: \1238 \1501 \DWGS \C804- 805.DWG I I ( i SHEET NO.: