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HomeMy WebLinkAbout05030006.48Soils 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 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 on this site. EX GRADE 18" DIAMETER PERFORATED RISER TEMPORARY SEDIMENT BASIN A SOILS MAP NOT TO SCALE TOP OF BANK EMERGENCY SPILLWAY CREST BASIN "A" : INV = 898.7 (12" RCP) BASIN "B" : INV = 895.5 (12" RCP) BASIN "C" : INV = 895.2 (24" RCP) TEMPORARY SEDIMENT BASIN DETAIL DANDY BAG® Installation and Maintenance Guidelines Installation: The empty Dandy Bag® should be placed over the grate as the grate stands on end. If using optional oil absorbents; place absorbent pillow in pouch, on the bottom (below -grade side) of the unit. Attach absorbent pillow to tether loop. Tuck the enclosure flap inside to completely enclose the grate. Holding the lifting devices (do not rely on lifting devices to support the entire weight of the grate), place the grate into its frame. Maintenance: Remove all accumulated sediment and debris from surface and vicinity of unit after each storm event. Remove sediment that has accumulated within the containment area of the Dandy Bag® as needed. If using optional oil absorbents; remove and replace absorbent pillow when near saturation. DANDY BAG FLAP FOLDS OVER TO ENCLOSE GRATE VELCRO CLOSURE GRATES LIFTING WEIR ELEV= - 1238.6001 SS 904.6 BASIN "B" WEIR ELEV= AASY NT * O O O O 904.0 IT WEIR ELEV= 0� ® ®O NOTE: GRATE 902.0 SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED 000 TO CLEARING AND GRADING EXISTING INLET PROTECTION WEE -KLY, AFTER STORM STANDARD FA BRIC AS NEEDED IS AN ORANGE TO CLEARING AND GRADING WOVEN MONOFax"NT WEEKLY, AFTER STORM GRATE DANDY HAG® AS NEEDED PRIOR 1 TEMPORARY DIVERSIONS WEEKLY, AFTER STORM EVENTS AND AS NEEDED SOILS MAP NOT TO SCALE TOP OF BANK EMERGENCY SPILLWAY CREST BASIN "A" : INV = 898.7 (12" RCP) BASIN "B" : INV = 895.5 (12" RCP) BASIN "C" : INV = 895.2 (24" RCP) TEMPORARY SEDIMENT BASIN DETAIL DANDY BAG® Installation and Maintenance Guidelines Installation: The empty Dandy Bag® should be placed over the grate as the grate stands on end. If using optional oil absorbents; place absorbent pillow in pouch, on the bottom (below -grade side) of the unit. Attach absorbent pillow to tether loop. Tuck the enclosure flap inside to completely enclose the grate. Holding the lifting devices (do not rely on lifting devices to support the entire weight of the grate), place the grate into its frame. Maintenance: Remove all accumulated sediment and debris from surface and vicinity of unit after each storm event. Remove sediment that has accumulated within the containment area of the Dandy Bag® as needed. If using optional oil absorbents; remove and replace absorbent pillow when near saturation. DANDY BAG FLAP FOLDS OVER TO ENCLOSE GRATE VELCRO CLOSURE GRATES LIFTING WEIR ELEV= - 1238.6001 SS 904.6 BASIN "B" WEIR ELEV= AASY NT * O O O O 904.0 IT WEIR ELEV= 0� ® ®O NOTE: GRATE 902.0 SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED 000 TO CLEARING AND GRADING EXISTING INLET PROTECTION WEE -KLY, AFTER STORM STANDARD FA BRIC AS NEEDED IS AN ORANGE TO CLEARING AND GRADING WOVEN MONOFax"NT WEEKLY, AFTER STORM GRATE DANDY HAG® AS NEEDED PRIOR I \ \ e e° PUBLIC ROAD 50' (MIN) °o° ea° oo" aQ0000° oo° oo° oo° " °eoe Qoo Qo Qo.... o X 6" (MIN) °. 2 " -3" COARSE ° 12' (MIN) AGGREGATE ° \� GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION SEDIMENT BASIN(S) BASIN "A" WEIR ELEV= 903.6 1238.6001 T.B. ELEV= 904.6 BASIN "B" WEIR ELEV= 903.0 * T.B. ELEV= 904.0 BASIN "C" WEIR ELEV= 901.0 NOTE: T.B. ELEV= 902.0 CROSSBARS BEEHIVE INLET OR / I DRAINAGE COVER 24" //"4 1 W W LATHS SILT FENCE MATERIAL �� SILT FENCE EX -ENDS 6" BELOW FINSrIED GRADE NOTE: 1. SEE SILT FENCE DETAIL FOR MATERIAL SPECIFICATIONS. 2. SILT FENCE SHALL BE PREASSEMBLED BY SUPPLIER. INLET PROTECTION - SILT FENCE SILT FENCE x X 10' ± TYPICAL TYPICAL TOPSOIL STOCKPILE STORMWATER POLLUTION REVENTION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE 1238.6001 DRAWN BY: INSTALLATION SEQUENCE TEMP. DIVERSION SWALE & SILT TRAPS AS NEEDED use mulch. * PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED Increase seeding application by 50 %. NOTE: PRIOR TO CLEARING AND GRADING SILT FENCE WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEE -KLY, 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 x d AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED bX 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 AFTER FINISHED GRADING AROUND FINISHED UNITS UNITS FINISHED REMOVAL OF STRAW BALES REMOVAL OF INLET PROTECTION REMOVAL OF SILT FENCE N A N A N A AFTER AFTER AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED ENTRANCE DETAIL SIGN TO INDICATE THE LOCATION OF THE CONCRETE WASHOUT AREA BERM AROUND PERIMETER 12" 2' -( 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. 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. Figure 5 -2: Permanent Seed Mixtures Species Seeding Rate Suitable pH Site Suitability* lbs/acre Ibs /1000 well sq. ft. Droughty Drained Wet Level and Sloping, Open Areas 1. Tall Fescue 35 .8 5.5 -8.3 2 1 2 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 2 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 40 .9 5.8 -7.5 2 1 MATERIAL TYP. ' -3:1 OR FLATTER Creeping Red Fescue 40 .9 SIDE SLOPES 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 15'x15' MIN OR (Turf Type) AS REQUIRED TO CONTAIN WASTE CONCRETE 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 NOTES * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. 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. 6" HIGH, 12" WIDE GEOTECTILE FABRIC FILLED WITH No.2 STONE (FABRIC -NUTEC 3. THE CONCRETE WASHOUT AREA SHALL BE REPAIRED AND ENLARGED OR CLEANED OUT AS 3NW SILT FENCE FABRIC OR APPROVED 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. CONCRETE WASHOUT DETAIL CURB INLET �1 � 3 SEEDING 1� =!lug I �6" MIN. TURN DOWN III III EROSION CONTROL BLANKET (NORTH AMERICAN GREEN X111 _ S -75 OR EQUAL) / EXISTING GRADE I EROSION CONTROL MATTING DETAIL 300 275 250 225 200 SLOPE 175 LENGTH 150 (FT.) 125 100 75 50 25 0 KtuUIKLU UUt IU Utr IH Vf fLUVI. X CHANNEL LININGS UTILIZE STAPLE PATTERN 'C' 4:7 3:1 2:1 1:1 CHANNEL WITH ADDITIONAL STAPLES ON SIDE SLOPES AT SLOPE GRADIENT LINING PROJECT 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. 1 THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED 3 �S --f BIA IV SOULD NOT BE J` SIFTCHID SL ALLOWED TO LAY - _00'°ELY ON of SOIL SURFACE TO ACHEVE MAU" BLANKET TO SOIL :: TACT. '7 ROLL BLANKETS 1 OUT IN DIRECTION ' OF WATER FLOW. - nQ R� _ ROLL BLANKETS OUT IN DIRECTION OF WATER FLOW. . 5 N .K} +C-DOTY CHANNEL APPUCATIONS, MO( 3CT5 SHOULD BE ESTABUSHED � rAFY 35 - 40' THE SLOTS SHOULD BE 6" FIDE By 6' DEEP WITH THE BLANKET STAPL=- N THE BOTTOM OF THE SLOT, 'HEN &4061LLED AND SEEDED. EROSION BLANKET INSTALLATION 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 V APART ON THE ETD OF THE BLANKET. ON LONG SLOPES, THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4 - 6" IN A "SHINGLE EFTEcr. 6 PREPARATION OF THE SEED BED, INCLUDING APPUCATON OF UME, :.. FERTILIZER AND SEED SHOULD BE CONDUCTED AS NORMAL PRIOR TO j: INSTALLATION OF BLANKET. 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. VARIES GRADES GRADE (NEW OR EXIS4,G) �. (NEW OR EXISTING) Mqk ' \ I 3.25' I 3.25' I 5`apE 3 -� Px I I &tope I - �I I I III SEEDED AND I i- I II ~I �BLA BLANKET MANUN CONTROL STRAW MULCHED II� NORTH AMERICAN GREEN OR APPROVED EQUAL EROSION CONTROL MATTING DETAIL FOR REAR YARD SWALE SCALE: NONE Wheat or Rye Oats Annual Ryegrass Non - Irrigated* Irrigated Dormant Seeding ** 2 stakes (typ) per bale Temporary Seeding and Stablization Dates Jan Feb Mar Apr 1 May Jun Jul Aug Sep Oct Nov Dec II Permanent Seeding D * Not necessary where mulch is applied flow O straw bale O Plan (n.t.s.) stake (typ) bindings to be placed parallel straw bale to ground ...... ....... ��_��� 3 " -6 "undertoe Profile (n. t. s.) SEDIMENT FILTER DETAIL HOLEY MOLEY SAYS "DON'T DIG BLIND "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 WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. SILT FENCE 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. FabricWeight ............................ ............................... 4 oz /syd Grab Strength ........................... ............................... Warp 125 lbs. Elongation................................. ............................... Warp 50 % Trapezoidal Tear Strength ........ ............................... 50 lbs. Burst Strength .......................... ............................... 200 psi UV Resistance ........................... ............................... > 70 % A. 0. S .......................................... ............................... 50-80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention ................ ............................. __ 75 % Silt Fence Mat( Fence Post r- Stakes 0 5' O.C. Ground Surface Fence Post Should-' Silt Fence Material Should be Buried 1' Below be Buried 6" Below Ground Ground Surface Surface. SILT FENCE DETAIL N TS MULTI -UNIT STORMWATER POLLUTION PREVEN114N PLAN LEGEND PROPERTY LINE/ DROP INLET DRAINAGE SWALE bbb- ---bbb PROTECTION c SILT FENCE SOIL SALVAGE AND FINISHED DRAINAGE CD UTILIZATION EXISTING DRAINAGE PS PERMANENT SEEDING GRAVEL ENTRANCE/ EXIT PAD CURB INLET PROTECTION PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL BUILDING LOTS: 1. The Townhome operator, whether owning the property or acting as the agent of the propert; owner, shall be responsible for erosion and sediment control requirements associated with activities. 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 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 shall be promptly removed and placed in o stable area. Water sholl 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 swale or at the edge of the building area. The silt fence shall be maintained until permanent vegetation (grass) is established. 5. Mechanical "High Lifts" shall operate in one of the following ways to prevent sediment tracking. a. High Lift shall not exit building area onto povement to transport building materials until completion off project. b. Entire building area shall be mulched to a sufficient amount that the High Lift will not track sediment around or from building site onto pavement. c. High Lift shall only exit building area via construction entrance. High Lift tires shall be cleaned prior to exit to keep sediment onsite 6. Sediment discharge and tracking must be minimized throughout the land disturbing activities on the townhome block until permanent stabilization has been achieved. 7. 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. 8. Adjacent townhome blocks disturbed by an individual townhome operator must be repaired and stabilized with temporary or permanent surface stabilization. 9. 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. 10. For individual townhome blocks, final stabilization meeting the criteria of Rule 5 will be achieved when the townhome operator: a. Completes final stabilization; or b. Has installed appropriate erosion and sediment control measures prior to occupation of the townhome by the owner and has informed the owner of the requirement for, and benefits of, final stabilization. �G\STE)yF !P/rn ' No. 10000075 ?0� STATE OF Q\ e, //VAD'I A'N P �� DATE: 3/1/05 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. (2005) Schneider 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 PROJECT NO.: Irrigation needed during this period. To control 1238.6001 DRAWN BY: erosion at times other than in the shaded areas, JLF use mulch. * Late summer seeding dates may be extended 5 days DRAWING FILES: if mulch is applied. ** Increase seeding application by 50 %. NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE ESTABLISHMENT OF VEGATATIVE GROUND COVER. FIGURE 5 -3 - Temporary Seedlings - Kind of Seed 1000 Sq. Ft. Acre Remarks Wheat or Rye 3.5 tbs. 2 bu. Cover seed 1" to 1 1/2" deep - Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep Annual ryegross 1 lb. 40 lbs. Cover seed 1/4 "deep* * Not necessary where mulch is applied flow O straw bale O Plan (n.t.s.) stake (typ) bindings to be placed parallel straw bale to ground ...... ....... ��_��� 3 " -6 "undertoe Profile (n. t. s.) SEDIMENT FILTER DETAIL HOLEY MOLEY SAYS "DON'T DIG BLIND "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 WITHOUT NOTIFYING THE UNDERGROUND LOCATION SERVICE TWO (2) WORKING DAYS BEFORE COMMENCING WORK. SILT FENCE 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. FabricWeight ............................ ............................... 4 oz /syd Grab Strength ........................... ............................... Warp 125 lbs. Elongation................................. ............................... Warp 50 % Trapezoidal Tear Strength ........ ............................... 50 lbs. Burst Strength .......................... ............................... 200 psi UV Resistance ........................... ............................... > 70 % A. 0. S .......................................... ............................... 50-80 Slurry Flow Rate ....................... ............................... 225 gpm /sq. ft Sediment Retention ................ ............................. __ 75 % Silt Fence Mat( Fence Post r- Stakes 0 5' O.C. Ground Surface Fence Post Should-' Silt Fence Material Should be Buried 1' Below be Buried 6" Below Ground Ground Surface Surface. SILT FENCE DETAIL N TS MULTI -UNIT STORMWATER POLLUTION PREVEN114N PLAN LEGEND PROPERTY LINE/ DROP INLET DRAINAGE SWALE bbb- ---bbb PROTECTION c SILT FENCE SOIL SALVAGE AND FINISHED DRAINAGE CD UTILIZATION EXISTING DRAINAGE PS PERMANENT SEEDING GRAVEL ENTRANCE/ EXIT PAD CURB INLET PROTECTION PROVISIONS FOR EROSION AND SEDIMENT CONTROL ON INDIVIDUAL BUILDING LOTS: 1. The Townhome operator, whether owning the property or acting as the agent of the propert; owner, shall be responsible for erosion and sediment control requirements associated with activities. 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 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 shall be promptly removed and placed in o stable area. Water sholl 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 swale or at the edge of the building area. The silt fence shall be maintained until permanent vegetation (grass) is established. 5. Mechanical "High Lifts" shall operate in one of the following ways to prevent sediment tracking. a. High Lift shall not exit building area onto povement to transport building materials until completion off project. b. Entire building area shall be mulched to a sufficient amount that the High Lift will not track sediment around or from building site onto pavement. c. High Lift shall only exit building area via construction entrance. High Lift tires shall be cleaned prior to exit to keep sediment onsite 6. Sediment discharge and tracking must be minimized throughout the land disturbing activities on the townhome block until permanent stabilization has been achieved. 7. 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. 8. Adjacent townhome blocks disturbed by an individual townhome operator must be repaired and stabilized with temporary or permanent surface stabilization. 9. 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. 10. For individual townhome blocks, final stabilization meeting the criteria of Rule 5 will be achieved when the townhome operator: a. Completes final stabilization; or b. Has installed appropriate erosion and sediment control measures prior to occupation of the townhome by the owner and has informed the owner of the requirement for, and benefits of, final stabilization. �G\STE)yF !P/rn ' No. 10000075 ?0� STATE OF Q\ e, //VAD'I A'N P �� DATE: 3/1/05 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. (2005) Schneider 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 DATE: PROJECT NO.: 3/1/05 1238.6001 DRAWN BY: LZ JLF SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: N: \1238 \6001 \DWGS \C804- 805.DWG SHEET NO.: (C E- T� V L O w a z O a z O �� Q x d bX W i-+-4 r---q DATE: PROJECT NO.: 3/1/05 1238.6001 DRAWN BY: CHECKED BY: JLF SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS DRAWING FILES: N: \1238 \6001 \DWGS \C804- 805.DWG SHEET NO.: (C