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Home My WebLink AboutC803U U m O Do U 0 T 0 3 O 00 U I N O 00 U tr N O O 00 00 C14 0 Z N L� Q Cn E O 0- y O CV 00 N `0 N 0 0 0 �7 Soils Legend & Descriptions: 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 adverse) affect engineering uses of this soil are a Y 9 9 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 on this site. NPDES POSTING BOX (MAILBOX) PAINTED, GALVANIZED MIN. SIZE 10 "w x 18 "d ALUMINUM PLATFORM PLATFORM BRACKET o GALVANIZED. HARDWARE PAINTED, GALVANIZED ALUMINUM HARDWARE NOMINAL 4 "x4" POST BRACKET (TREATED) END VIEW SIDE VIEW POST DETAIL NOT TO SCALE 12" MIN. NPDES POSTING BOX (MAILBOX) MIN. SIZE 10 "w x 18 "d WOOD POST & METAL BRACKET (SEE POST DETAIL) NOTES: 1. NPDES POSTING BOX SHALL 2' STONE SHOULDER CONTAIN ALL APPROVED NPDES 42" PERMIT DOCUMENTS, PLANS, SPECS PAVEMENT AND OPERATION AND MAINTENANCE MANUALS. II 36" MIN. U NPDES SWP3 POSTING DETAIL NOT TO SCALE Curb Structure 14 PLAN Structure Inlet Box f Filter Fabric /�� Basket 5=10N NOTES Installation: Install Basket Curb Inlet Protection As Soon As Inlet Boxes Are Installed (New Development Or Prior To Land Disturbing Activities (Existing Development. If Necessary, Adopt Basket Dimensions To Fit Inlet Box Dimensions. Remove The Grate And Install The Basket, Cut And Install A Piece Of Filter Fabric Large Enough To Line The Inside Of The Basket, And Extend At Least 6 Inches Beyond The Frame. Replace The Grote. Maintenance: Inspect After Each Storm Event And Remove Sediment. Remove Tracked On Sediment From The Street (But Not By Flushing With Water) To Reduce The Sediment Load On This Curb Inlet Practice. BASKET CURB INLET PROTECT /ON Not To Scale SOILS MAP NOT TO SCALE NOTES: 1. 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. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. ° X `X X 9A X ° U POLYETHYLENE LINING - 10 MIL THICK LINING 2 WOOD OR ° TO EXTEND OVER THE METAL STAKES X BALES (TYP) PER BALE WASHOUT AREA LENGTH = 20' X° METAL PINS OR WASHOUT AREA WIDTH = 15' STAPLES TO SECURE CX THE POLYETHYLENE TO ° THE STRAW BALES X FLOW ° X x)= K X STRAW BALE SIGN TO INDICATE THE PLAN ENTRENCHED 4" LOCATION OF THE Apply lime to raise the pH to the level needed for species being INTO GROUND CONCRETE WASH AREA. INSTALLATION SEQUENCE TEMP. DIVERSION SWALE & SILT TRAPS AS NEEDED POLYETHYLENE LINING - 10 MIL THICK LINING TO STAKED EXTEND OVER THE BALES METAL PINS OR STAPLES STRAW BALE STONE ENTRANCE AS NEEDED / TO SECURE THE POLYETHYLENE TO THE COMPACTED STRAW BALES BINDINGS FOR SOIL TO WEEKLY, AFTER STORM STRAW BALES PREVENT - - - TO BE PLACED PIPING - COMPACTED SOILS - / -TO PREVENT PIPING \ PARALLEL TO - - GROUND 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 pp, PW 8 ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED N"NE I FINISH GRADING SOILS MAP NOT TO SCALE NOTES: 1. 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. 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS NECESSARY TO MAINTAIN CAPACITY FOR WASTED CONCRETE. 4. AT THE END OF CONSTRUCTION, ALL CONCRETE SHALL BE REMOVED FROM THE SITE AND DISPOSED OF AT AN APPROVED WASTE SITE. 5. WHEN THE CONCRETE WASHOUT AREA IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. ° X `X X 9A X ° U POLYETHYLENE LINING - 10 MIL THICK LINING 2 WOOD OR ° TO EXTEND OVER THE METAL STAKES X BALES (TYP) PER BALE WASHOUT AREA LENGTH = 20' X° METAL PINS OR WASHOUT AREA WIDTH = 15' STAPLES TO SECURE CX THE POLYETHYLENE TO ° THE STRAW BALES X FLOW ° X x)= K X STRAW BALE SIGN TO INDICATE THE PLAN ENTRENCHED 4" LOCATION OF THE Apply lime to raise the pH to the level needed for species being INTO GROUND CONCRETE WASH AREA. INSTALLATION SEQUENCE TEMP. DIVERSION SWALE & SILT TRAPS AS NEEDED POLYETHYLENE LINING - 10 MIL THICK LINING TO STAKED EXTEND OVER THE BALES METAL PINS OR STAPLES STRAW BALE STONE ENTRANCE AS NEEDED / TO SECURE THE POLYETHYLENE TO THE COMPACTED STRAW BALES BINDINGS FOR SOIL TO WEEKLY, AFTER STORM STRAW BALES PREVENT - - - TO BE PLACED PIPING - COMPACTED SOILS - / -TO PREVENT PIPING \ PARALLEL TO - - GROUND `--STRAW BALE ENTRENCHED 4" PROFILE INTO GROUND NOTE: CONTRACTOR SHALL PROVIDE ADDITIONAL WASHOUT STRUCTURES OR LARGER STRUCTURES IF REQURIED ABOVE GROUND CONCRETE WASHOUT AREA NOT TO SCALE STORMWATER POLLUTION REVELATION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE Apply lime to raise the pH to the level needed for species being B I I INSTALLATION SEQUENCE TEMP. DIVERSION SWALE & SILT TRAPS AS NEEDED PROTECTION C C PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED / SOIL SALVAGE AND 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 • matter and fertility will greatly enhance vegetative growth. AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED Z AFTER FINISH GRADING EROSION CONTROL MATTING 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 AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED REMOVAL OF INLET PROTECTION N A AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED REMOVAL OF SILT FENCE N/A Work the fertilizer and lime into the soil to a depth of 2 -3 inches AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED 3 9Knc o °O•o °O• o °O•o °O•o° ° °' ° ° °' ° ° °' ° PUBLIC ROAD °° °° °° ° in OR AS SITE CONDITIONS ALLOW •o °Oo O•o O•o O•o °O•o °o • °o • °o • °o • °o • °o • O. ° 0 0 0 0 0 0 0 0 Oo °Oo °O • o °O. o °Oo °Oo °O.o °O•o °Oo° 0.. o O, O, o° O, o o O, o o 0*,* O . o .0 . .0 . o ° O . o ° O . o ° O . o ° .._0-0 ° O . o ° O . o ° o; o° o. o• o° o• o 0 0, ° oo•o °o ;o • o; o o° • o° O• o° O• o° O o° O• o° O• o° o• o;o o, o;o O•o °•° Oo O•o O•o O•o o ; o .0 • o .0 • o ° ° • o ° O • o ° O • ° ° ° • ° ° o °O.o °O.o °O.o °O.o° °o° °, °o°, °o°, °o°, o. °Oo °O•o °O•o °O•o° o° 8" (MIN) o °O•o °O•o °O•o °O o° o;o °o•o °o• o °o• o. 2 " -4" COARSE =° ° °• 20' (MIN) °; • o AGGREGATE ° GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE �1 SEEDING IIII� `--6" MIN. TURN DOWN / Ism /III EROSION CONTROL BLANKET �- 11111 (NORTH AMERICAN GREEN /I S -75 OR EQUAL) EXISTING GRADE / =1111 EROSION CONTROL MATTING DETAIL \ SILT FENCE x X 10' f TYPICAL TYPICAL TOPSOIL STOCKPILE A B C 1 STAPLE PER SO. YD. 1 -1/2 STAPLES PER SO. YD. 2 STAPLES PER SQ. YD. GENERAL STAPLE RECOMMENDATIONS ADDITIONAL STAPLES AS 300 275 250 225 200 SLOPE 175 LENGTH 150 (FT.) 125 100 75 50 25 0 THE BLANKET MOULD NOT BE STRETCHED BUT ALLOWED TO LAY LOOSELY ON THE SOIL SURFACE TO ACHIEVE MAXIMUM BLANKET TO SOIL CONTACT. REQUIRED DUE TO DEPTH OF FLOW. ® X X CHANNEL LININGS UTILIZE STAPLE PATTERN "C" 4:1 3:1 2:1 1:1 CHANNEL WITH ADDITIONAL STAPLES ON SIDE SLOPES AT SLOPE GRADIENT LINING PROJECTED WATER LINE. 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. THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 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. '7 Z 4 ROLL B ETS I OUT IN DIRECTION ON LONG SLOPES, THE ENDS OF THE OF WATER FLOW. BLANKETS SHOULD BE OVERLAPPED 9 4 - 6" IN A 'SHINGLE EFFECT'. r 6 PREPARATION OF THE SEED BED, INCLUDING APPLICATION OF LIME, a FERTILIZER AND SEED SHOULD BE �o 6 CONDUCTED AS NORMAL PRIOR TO 7\ Q INSTALLATION OF BLANKET. ROLL BLANKETS OUT IN DIRECTION / M WATFP n nW IN HIGH VELOCITY CHANNEL APPLICATIONS, CHECK SLOTS SHOULD BE ESTABLISHED EVERY 35 - 40'. THE SLOTS SHOULD BE 6" WIDE BY 6" DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BACKFILLED AND SEEDED. C °.o PROPERTY LINE / �Q Apply lime to raise the pH to the level needed for species being B I I seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per 6 �b PROTECTION C C C B A / SOIL SALVAGE AND � UTILIZATION 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to W A B Mar B B REQUIRED DUE TO DEPTH OF FLOW. ® X X CHANNEL LININGS UTILIZE STAPLE PATTERN "C" 4:1 3:1 2:1 1:1 CHANNEL WITH ADDITIONAL STAPLES ON SIDE SLOPES AT SLOPE GRADIENT LINING PROJECTED WATER LINE. 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. THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 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. '7 Z 4 ROLL B ETS I OUT IN DIRECTION ON LONG SLOPES, THE ENDS OF THE OF WATER FLOW. BLANKETS SHOULD BE OVERLAPPED 9 4 - 6" IN A 'SHINGLE EFFECT'. r 6 PREPARATION OF THE SEED BED, INCLUDING APPLICATION OF LIME, a FERTILIZER AND SEED SHOULD BE �o 6 CONDUCTED AS NORMAL PRIOR TO 7\ Q INSTALLATION OF BLANKET. ROLL BLANKETS OUT IN DIRECTION / M WATFP n nW IN HIGH VELOCITY CHANNEL APPLICATIONS, CHECK SLOTS SHOULD BE ESTABLISHED EVERY 35 - 40'. THE SLOTS SHOULD BE 6" WIDE BY 6" DEEP WITH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BACKFILLED AND SEEDED. GRADE GRADE (NEW OR EXISTING) f(NEW OR EXISTING) I 3.25• I 3.25' I , S�Op6 Stone 11=1 = 11= III -" �_ -1Ti EROSION CONTROL BLAN K SEEDED AND I I - I III- NORTHEAMERICAN GREEN STRAW MULCHED -Ili- OR APPROVED EQUAL EROSION CONTROL MATTING DETAIL FOR REAR YARD SWALE SCALE: NONE LINE INSIDE OF SILT FENCE CROSSBARS NTH HOG PANEL WIRE OR 6 x 6 10/10 W.W.F. ON ALL FOUR SIDES. BEEHIVE INLET OR DRAINAGE COVER 24" L 1p \ I}1 2'x2' POSTS SILT FENCE MATERIAL \ x� SILT FENCE EXTENDS 8" BELOW FINISHED GRADE NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. BEEHIVE INLET PROTECTION NOT TO SCALE SILT FENCE Silt Fence shall be a machine produced, woven geotextile fabric. ■ ■ All stakes shall be 1 1/4" X 1 1/4" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. Textile Strength ® 20% elongation ........................ 30 lbs. per linear inch SILT FENCE JOINT WRAP DETAIL UV Resistance ...................... ............................... > 70 Filtering efficiency ..................... ............................... 85% Slurry Flow Rate ....................... ............................... 0.3 gpm /sq. ft Water Flow Rate ........................ ............................... 15 gpm /square ft 1 -1/4" X 1 -1/4" POSTS + -+ IA" V + -1 1A" DnCT D: FILTER FABRIC U J m NFLOW 0 I 8" ANCHOR SKIRT 4" MINIMUM GENERAL NOTES: 1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 36" IN WIDTH. 2. TURN SILT FENCE UP SLOPE AT ENDS. TEMPORARY SILT FENCE DROP INLET PROTECTION REAR YARD DRAINAGE SWALE ° °° ® °oo °oo °oo °oo °•o ° °° PERIMETER PROTECTION: SILT FENCE 0 0 0 0 0 0 0 0 SUBSOIL TOPSOIL STOCKPILE \ STOCKPILE PS AREA TO BE TOPSOILED, SEEDED AND MULCHED BY OWNER AT COMPLETION OF CONSTRUCTION (TYP.). PS HOUSE GARAGE SIDE YARD DRAINAGE SWALE PS C..)w U F- F� F5W I\ CONCRETE SIDEWALK O o 0 0 0 0 EXISTING CURB & GUTTER PERIMETER PROTECTION: SILT FENCE --CURB INLET PROTECTION STREET SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL ONE- OR TWO- FAMILY DWELLING UNDER CONSTRUCTION SCALE: NONE NOT TO SCALE INDIVIDUAL LOT EROSION CONTROL PLAN LEGEND Seedbed Preparation °.o PROPERTY LINE / �Q Apply lime to raise the pH to the level needed for species being Temporary Seeding Dates I I seeded. Apply 23 pounds of 12 -12 -12 analysis fertilizer (or equivalent) per 6 �b PROTECTION o SILT FENCE T: \1k \1238 \8002A \dwgs \C802- CB03.dwg SHEET NO.: FINISHED DRAINAGE I / SOIL SALVAGE AND � UTILIZATION 1000 sq. ft. (approximately 1000 pounds per acre) or fertilize according to W Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec PROTECTION test. Application of 150 lbs. of ammonium nitrate on areas low in organic Q a E -:4 • matter and fertility will greatly enhance vegetative growth. Z • I--I Wheat or Rye ' ' • • 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. Oats below. ' ►what's Call before you dig. Seeding Select a seed mixture based on projected use of the area (Figure 5 -2), Annual Ryegrass 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. Permanent Seeding Dates Figure 5 -2: Permanent Seed Mixtures Native Seed Species Seeding Rate Suitable pH Site Suitability* lbs/acre lbs/1000 well Non- Irrigated* sq. ft. Droughty Drained Wet Irrigated Level and Sloping, Open Areas 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 Dormant Seeding ** 2. Tall Fescue 25 .6 5.5 -8.3 1 Red Clover ** 5 .12 Irrigation needed during this period. To control 3. Kentucky Bluegrass 15 .4 5.5 -7.5 2 1 erosion at times other than in the shaded areas, Creeping Red Fescue 15 .4 use mulch. * Late summer seeding dates may be extended 5 days Steep Banks and Cuts if mulch is applied. 4. Tall Fescue 15 .4 5.8 -7.5 2 1 2 ** Note: If temporary stabilization must occur during the winter Kentucky Bluegrass 25 .6 straw mulch applied at a rate of 2 tones per acre and crimped in will be an acceptable cover. 5. Tall Fescue 35 .8 5.5 -8.3 2 1 Emerald Crownvetch ** 10 .25 Temporary Seed Application Rates Lawns and Nigh Maintenance Areas Kind of Seed 1000 Sq. Ft. Acre Remarks Wheat or Rye 3.5 lbs. 150 lbs. Cover seed 1" to 1 1/2" deep 6. Kentucky Bluegrass 40 .9 5.8 -7.5 2 1 Spring Oats 2.3 lbs. 100 lbs. Cover seed 1" deep Creeping Red Fescue 40 .9 Annual ryegrass 1.0 lb. 40 lbs. Cover seed 1 /4 "deep* 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 (Turf Type) * Not necessary where mulch is applied. 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 NOTE: * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. 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 GRADE (NEW OR EXISTING) f(NEW OR EXISTING) I 3.25• I 3.25' I , S�Op6 Stone 11=1 = 11= III -" �_ -1Ti EROSION CONTROL BLAN K SEEDED AND I I - I III- NORTHEAMERICAN GREEN STRAW MULCHED -Ili- OR APPROVED EQUAL EROSION CONTROL MATTING DETAIL FOR REAR YARD SWALE SCALE: NONE LINE INSIDE OF SILT FENCE CROSSBARS NTH HOG PANEL WIRE OR 6 x 6 10/10 W.W.F. ON ALL FOUR SIDES. BEEHIVE INLET OR DRAINAGE COVER 24" L 1p \ I}1 2'x2' POSTS SILT FENCE MATERIAL \ x� SILT FENCE EXTENDS 8" BELOW FINISHED GRADE NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. BEEHIVE INLET PROTECTION NOT TO SCALE SILT FENCE Silt Fence shall be a machine produced, woven geotextile fabric. ■ ■ All stakes shall be 1 1/4" X 1 1/4" hardwood 36" tall with 24" tall lath stapled to stakes over fabric as reinforcement. Textile Strength ® 20% elongation ........................ 30 lbs. per linear inch SILT FENCE JOINT WRAP DETAIL UV Resistance ...................... ............................... > 70 Filtering efficiency ..................... ............................... 85% Slurry Flow Rate ....................... ............................... 0.3 gpm /sq. ft Water Flow Rate ........................ ............................... 15 gpm /square ft 1 -1/4" X 1 -1/4" POSTS + -+ IA" V + -1 1A" DnCT D: FILTER FABRIC U J m NFLOW 0 I 8" ANCHOR SKIRT 4" MINIMUM GENERAL NOTES: 1. FILTER FABRIC FENCE SHALL BE A MINIMUM OF 36" IN WIDTH. 2. TURN SILT FENCE UP SLOPE AT ENDS. TEMPORARY SILT FENCE DROP INLET PROTECTION REAR YARD DRAINAGE SWALE ° °° ® °oo °oo °oo °oo °•o ° °° PERIMETER PROTECTION: SILT FENCE 0 0 0 0 0 0 0 0 SUBSOIL TOPSOIL STOCKPILE \ STOCKPILE PS AREA TO BE TOPSOILED, SEEDED AND MULCHED BY OWNER AT COMPLETION OF CONSTRUCTION (TYP.). PS HOUSE GARAGE SIDE YARD DRAINAGE SWALE PS C..)w U F- F� F5W I\ CONCRETE SIDEWALK O o 0 0 0 0 EXISTING CURB & GUTTER PERIMETER PROTECTION: SILT FENCE --CURB INLET PROTECTION STREET SAMPLE EROSION /SEDIMENT CONTROL PRACTICE PLAN FOR A TYPICAL ONE- OR TWO- FAMILY DWELLING UNDER CONSTRUCTION SCALE: NONE NOT TO SCALE INDIVIDUAL LOT EROSION CONTROL PLAN LEGEND PROJECT NO.: °.o PROPERTY LINE / �Q DRAWN BY: DRAINAGE SWALE I I DROP INLET 6 �b PROTECTION o SILT FENCE T: \1k \1238 \8002A \dwgs \C802- CB03.dwg SHEET NO.: FINISHED DRAINAGE I / SOIL SALVAGE AND � UTILIZATION EXISTING DRAINAGE W Q) Ps PERMANENT SEEDING TREE CONSERVATION Z I I CURB INLET - z b-b PROTECTION GRAVEL ENTRANCE/ EXIT PAD 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, 6" 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 placed 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 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 an individual lot operator must be repaired and stabilized with temporary or permanent surface stabilization. 8. When time is appropriate , and as soon as possible, roof down spout extenders of a non - perforated drain 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: a. Completes final stabilization on the entire lot; or b. Individual lots may not be ultimately turned over to the homeowner without permanent stabilization in place. CD 0 J CD 0 o� �o Q J U Of W CD U � Z W aN �z J W D- o' a� U Q O 0� �z U �o w w °- N Ln w D_ •M- 0 �N N ON CD (n U CS U U o 0 of .= CV PIS L ►I _� 11012161 W= A: STATE OF i�f '•�NDIANP' �� /11111111111111 DATE 03/27/2013 THIS DRAWING AND THE IDEAS, DESIGNS AND CONCEPTS CONTAINED HEREIN ARE THE EXCLUSIVE INTELLECTUAL PROPERTY OF THE SCHNEIDER CORPORATION, AND ARE NOT TO BE USED OR REPRODUCED, IN WHOLE OR IN PART, WITHOUT THE WRITTEN CONSENT OF THE SCHNEIDER CORPORATION. © COPYRIGHTED BY THE SCHNEIDER CORP. (2013) Schneider THE SCHNEIDER CORPORATION Historic Fort Harrison 8901 Otis Avenue Indianapolis, IN 46216 -1037 Telephone: 317.826.7100 Fax: 317.826.7200 www.schneidercorp.com Architecture Civil Engineering GIS * LIS Home Builder Services Interior Design Land Surveying Landscape Architecture Transportation Engineering DATE: PROJECT NO.: 03/27/13 1238.8002A DRAWN BY: CHECKED BY: DCC 6 STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: T: \1k \1238 \8002A \dwgs \C802- CB03.dwg SHEET NO.: � � W Q) cc Z a Z -' z O a R� - z O �� Q a E -:4 Z • I--I DATE: PROJECT NO.: 03/27/13 1238.8002A DRAWN BY: CHECKED BY: DCC SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: T: \1k \1238 \8002A \dwgs \C802- CB03.dwg SHEET NO.: