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HomeMy WebLinkAbout05050013.11Soils 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. 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. SOILS MAP NOT TO SCALE 2 stakes (typ) per bale i flow / O SEEDING _ straw bale fill 1110 `--6" MIN. TURN DOWN EROSION CONTROL BLANKET (NORTH AMERICAN GREEN fill /II S -75 OR EQUAL) / EXISTING GRADE II=I EROSION CONTROL MATTING DETAIL bindings to be placed parallel to ground Plan (n. t. s.) Profile (n. t. s.) - stake (typ) straw bale 3 " -6 "undertoe SEDIMENT FILTER DETAIL SIGN TO INDICATE THE EROSION CONTROL MEASURE MAINTENANCE 6 LOCATION OF THE TEMP. DIVERSION SWALE & SILT TRAPS AS NEEDED INCLUDING APPUCATON OF LIME, CONCRETE WASHOUT AREA PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED BERM AROUND PERIMETER 12" MIN PRIOR TO CLEARING AND GRADING 12" WEEKLY, AFTER STORM EVENTS AND AS NEEDED PRIOR TO CLEARING AND GRADING EXISTING INLET PROTECTION WEEKLY, AFTER STORM EVENTS AND AS NEEDED MIN _ 77 GROUND SURFACE EVENTS AND 2' -0" PRIOR TO CLEARING AND GRADING TEMPORARY DIVERSIONS COMPACTED EMBANKMENT MATERIAL TYP. EVENTS AND 3:1 OR FLATTER SIDE SLOPES ALONG WITH ROUGH GRADING TEMPORARY SEEDING 15'x15' MIN OR F4 Q AFTER ROUGH GRADING AS REQUIRED TO CONTAIN WATER AS NEEDED WASTE CONCRETE EROSION CONTROL MATTING WEEKLY AFTER STORM 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 ARE IS REMOVED, THE DISTURBED AREA SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED IN A MANNER APPROVED BY THE INSPECTOR. CONCRETE WASHOUT DETAIL STORMWATER POLLUTION REVENTION SCHEDULE EROSION CONTROL MEASURE MAINTENANCE 6 INSTALLATION SEQUENCE TEMP. DIVERSION SWALE & SILT TRAPS AS NEEDED INCLUDING APPUCATON OF LIME, to stakes over .`abric as reinforcement. PRIOR TO CLEARING AND GRADING STONE ENTRANCE AS NEEDED 7 INSTALLA11ON OF BLANKET. 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 F4 Q AFTER ROUGH GRADING PERMANENT SEEDING WATER AS NEEDED 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 ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED AFTER ALL AREAS DRAINING TO THESE AREAS ARE STABILIZED i 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 O as needed. If using optional oil absorbents; remove and replace absorbent pillow when near saturation. GRATE LIFTING STRAPS ALLOW EASY MOVEMENT OF UNIT WITH GRATE DANDY BAG® FLAP FOLDS OVER TO ENCLOSE GRATE STANDARD FABRIC IS AN ORANGE WOVEN MONOFILIMENT ­0 VELCRO CLOSURE SLOPE LENGTH (FT.) THE BLANKET SHOULD NOT BE STRETCHED BUT ALLOWED TO LAY LOOSELY ON THE SOIL SURFACE TO ACHEVE MAXIMUM BLANKET TO SOIL CONTACT. OD REWIRED DUE TO DEPTH OF FLOW. 75 25 :.'. B '''' ": OD 50 C zs B... X DO 75 A X 50 25 B CHANNEL LININGS UTILIZE STAPLE PATTERN 'C" 0 4:1 3:1 21 1:1 CHANNEL PATH 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. IN HIGH VELOCITY CHANNEL APPLICATIONS, CHECK SLOTS SHOULD BE ESTABUSHED EVERY 35 - 40'. THE SLOTS SHOULD BE 6' WOE BY 6' DEEP PATH THE BLANKET STAPLED IN THE BOTTOM OF THE SLOT, THEN BACKFlLLED AND SETDED. 1 THE EDGES OF THE BLANKET SHOULD BE BUTTED AGAINST EACH OTHER, THE EDGES OF THE SCC225 SHOULD BE OVERLAPPED Y. '7 Z ROLL BLANKETS OUT IN DIRECTTON ' OF WATER FLOW. 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 PATH STAPLES 6' APART ON THE END OF THE BLANKET. i v 4 ON LONG SLOPES. THE ENDS OF THE BLANKETS SHOULD BE OVERLAPPED 4 - 6" IN A 'SHINGLE EFFECT". EROSION BLANKET INSTALLATION SILT FENCE x x 10' ± TYPICAL TYPICAL TOPSOIL STOCKPILE 0 0 . o.° .o ° . o °oo °o•o PUBLIC ROAD 0. 50' (MIN) °°0° ° °° 0o °° ° 0° o . ° ° ° 0 • . ° 0 °° 0'0 ° ° . °° °° 0 . ° ° °° o° ° . ° O ° ° ° 0 O ° ° ° ° ° o ° 0 ° ° 0 ° ° ° 116.1 °° 0,00, ° °0, 0, ° °0, °0, ° °, °° °0.0 ° °o• ° °0. ° °0.0 °0,00 °o° °0. ° °0 0 °0 0 °0 0 °0• ° ° , ° ° ° O O ° 0. ° °0.° 0 ° ° 0 • ° ° ° . ° p . ° ° ° ° °0 0. °°0,0°0, ° °0.00 ° 0*, ° 0.0 ° ° 0.. ° 0.. ° o 6" (MIN) °0 ° 0 . ° 0 . ° ° 2 " -3" COARSE ° °` °• °• 12' (MIN) AGGREGATE X GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL 6" HIGH, 12' WADE GEOTECTILE FABRIC FILLED WITH No.2 STONE. (FABRIC -NUTEC 314W SILT FENCE FABRIC DR APPROVED EQUAL) ONE FOOT OVERLAP ONTO THE CURB CURB INLET RUN OFF CURB INLET SEDIMENT BARRIER NO SCALE 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 lbs/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 Creeping Red Fescue 40 .9 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 (Turf Type) 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. Wheat or Rye Oats Annual Ryegrass Non - Irrigated* Irrigated Dormant Seeding ** 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. Temporary Seeding and Stablization Dates Permanent Seeding Irrigation needed during this period. To control Silt Fence shall be a machine produced, non -woven 6 polypropylene meeting the physical properties below. PREPARATION OF THE SEED BED, * INCLUDING APPUCATON OF LIME, to stakes over .`abric as reinforcement. AND SHOULD BE ** OR CONDUCTED AS NORMAL PRIOR TO CONDUCTED 7 INSTALLA11ON OF BLANKET. ROLL BLANKETS ESTABLISHMENT OF VEGATATIVE GROUND COVER. OUT IN DIRECTION FIGURE 5 -3 OF WATERFL W ` Temporary Seedings EROSION BLANKET INSTALLATION SILT FENCE x x 10' ± TYPICAL TYPICAL TOPSOIL STOCKPILE 0 0 . o.° .o ° . o °oo °o•o PUBLIC ROAD 0. 50' (MIN) °°0° ° °° 0o °° ° 0° o . ° ° ° 0 • . ° 0 °° 0'0 ° ° . °° °° 0 . ° ° °° o° ° . ° O ° ° ° 0 O ° ° ° ° ° o ° 0 ° ° 0 ° ° ° 116.1 °° 0,00, ° °0, 0, ° °0, °0, ° °, °° °0.0 ° °o• ° °0. ° °0.0 °0,00 °o° °0. ° °0 0 °0 0 °0 0 °0• ° ° , ° ° ° O O ° 0. ° °0.° 0 ° ° 0 • ° ° ° . ° p . ° ° ° ° °0 0. °°0,0°0, ° °0.00 ° 0*, ° 0.0 ° ° 0.. ° 0.. ° o 6" (MIN) °0 ° 0 . ° 0 . ° ° 2 " -3" COARSE ° °` °• °• 12' (MIN) AGGREGATE X GEOTEXTILE FABRIC TO STABILIZE FOUNDATION (ESPECIALLY IMPORTANT WHERE WETNESS IS ANTICIPATED) TEMPORARY CONSTRUCTION ENTRANCE DETAIL 6" HIGH, 12' WADE GEOTECTILE FABRIC FILLED WITH No.2 STONE. (FABRIC -NUTEC 314W SILT FENCE FABRIC DR APPROVED EQUAL) ONE FOOT OVERLAP ONTO THE CURB CURB INLET RUN OFF CURB INLET SEDIMENT BARRIER NO SCALE 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 lbs/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 Creeping Red Fescue 40 .9 7. Perennial Ryegrass 170 4.0 5.0 -7.5 1 (Turf Type) 8. Tall Fescue 170 4.0 5.5 -8.3 2 1 2 * 1 - Preferred 2 - Will Tolerate ** Inoculate with specific Inoculant. Wheat or Rye Oats Annual Ryegrass Non - Irrigated* Irrigated Dormant Seeding ** 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. Temporary Seeding and Stablization Dates Permanent Seeding * Not necessary where mulch is applied. SILT FENCE Irrigation needed during this period. To control Silt Fence shall be a machine produced, non -woven erosion at times other than in the shaded areas, polypropylene meeting the physical properties below. use mulch. * Late summer seeding dates may be extended 5 days to stakes over .`abric as reinforcement. if mulch is applied. ** Increase seeding application by 50 %. NOTE: MULCHING REQUIRED WHEN ACTUAL CONDTIONS HAMPER THE Fabric Weight ............................ ............................... ESTABLISHMENT OF VEGATATIVE GROUND COVER. Grab Strength ........................... ............................... FIGURE 5 -3 Elongation ................................. ............................... Temporary Seedings Kind of Seed 1000 Sq. Ft. Acre Remarks Wheat or Rye 3.5 lbs. 2 bu. Cover seed 1" to UV Resistance ........................... ............................... 1 1/2" deep Spring Oats 2.3 lbs. 3 bu. Cover seed 1" deep Annual ryegrass 1 lb. 40 lbs. Cover seed 1/4 "deep* * Not necessary where mulch is applied. SILT FENCE PROJECT NO.: Silt Fence shall be a machine produced, non -woven geotextile of 100% polypropylene meeting the physical properties below. CHECKED BY: All stakes shall be 2" X 2" hardwood 36" tall with 24" tall lath stapled to stakes over .`abric as reinforcement. STORMWATER POLLUTION All silt fence shall be prefabricated by the supplier. No field assembly will be accepted. U 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. 0. S .......................................... ............................... 50-80 Slurry Flow Rate ...................... ............................... 225 gpm /sq. ft Sediment Retention .................. ............................... 75 % Jlli rence Malt Fence Post Fence Post Should be Buried 1' Below Ground Surface /--Stakes @ 5' O.C. Ground Surface ice Material Should be Buried 6" Below Ground Surface. SILT FENCE DETAIL N TS z 0 w o! No. 10000075 ?O STATE OF ��`FS �NDIANP AIL,,.��\ DATE: 5/3/05 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) A4C11111111111111 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.: 5/3/05 1238.040 DRAWN BY: CHECKED BY: BET 0 STORMWATER POLLUTION PREVENTION DETAILS & NOTES DRAWING FILES: N: \1238 \040 \DWGS \C803- 804.DWG U Z � W G1, Z z a z O P34 F4 Q w (a) w bxi Z Cw r____1 r--J DATE: PROJECT NO.: 5/3/05 1238.040 DRAWN BY: CHECKED BY: BET SHEET TITLE: STORMWATER POLLUTION PREVENTION DETAILS & NOTES DRAWING FILES: N: \1238 \040 \DWGS \C803- 804.DWG SHEET NO.: