Items Identified with Mixed Case Text are Existing.
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General Notes:
Project Description:
Use of the Erosion Sediment Pollution Control Plan
Implementation of the Erosion Sediment Pollution
Control Plan
Sequencing and Staging of Construction:
Rock Filter Outlet
STANDARD CONSTRUCTION DETAIL #4-6
UP-SLOPE FACE
OUTLET CROSS-SECTION
3' MIN.
N.T.S.
Rock Construction Entrance
Plan View
Profile
Rock Construction Entrance
STANDARD CONSTRUCTION DETAIL #3-1
N.T.S.
PLAN VIEW
ELEVATION VIEW
Pumped Water Filter Bag
STANDARD CONSTRUCTION DETAIL #3-16
N.T.S.
General:
Exceptions:
Utility Line Trench Excavation Procedure
Construction Requirements:
General Notes (Continued):
Sequence of Maintenance:
DISTURBED AREA = 0.348 ACRES
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ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.
NOTE:
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AutoCAD SHX Text
1. All earth disturbances, including clearing and grubbing as well as cuts and fills shall be done in accordance with the approved E&S plan. A copy of the approved drawings (stamped, signed and dated by the reviewing agency) must be available at the project site at all times. The reviewing agency shall be notified of any changes to the approved plan prior to implementation of those changes. The reviewing agency may require a written submittal of those changes for review and approval at its direction. 2. At least 7 days prior to starting any earth disturbance activities, including clearing and grubbing, the owner and/or operator shall invite all contractors, the landowner, appropriate municipal officials, the E&S Plan preparer, the PCSM plan preparer, the licensed professional responsible for oversight of critical stages of implementation of the PCSM plan, and a representative from the Local Conservation District to an on-site preconstruction meeting. 3. At least 3 days prior to starting any earth disturbance activities, or expanding into an area previously unmarked, the Pennsylvania One Call System Inc. shall be notified at 1-800-242-1776 for the location of existing underground utilities. 4. Upon installation or stabilization of all perimeter sediment control BMPs and at least 3 days prior to proceeding with bulk earth disturbance activities, the permittee or co-permittee shall provide notification to the Department or authorized conservation district. 5. All earth disturbance activities shall proceed in accordance with the sequence provided on the plan drawings. Deviation from that sequence must be approved in writing from the Local Conservation District or by DEP prior to implementation. 6. Areas to be filled are to be cleared, grubbed, and stripped of topsoil to remove trees, vegetation, roots and other objectable material. 7. Clearing, grubbing, and topsoil stripping shall be limited to those areas described in each stage of the construction sequence. General site clearing, grubbing and topsoil stripping may not commence in any stage or phase of the project until the E&S BMPs specified by the BMP sequence for that stage or phase have been installed and are functioning as described in this E&S plan. 8. At no time shall construction vehicles be allowed to enter areas outside the limit of disturbance boundaries shown on the plan maps. These areas must be clearly marked and fenced off before clearing and grubbing operations begin. 9. Topsoil required for the establishment of vegetation shall be stockpiled at the location(s) shown on the plan map(s) in the amount necessary to complete the finish grading of all exposed areas that are to be stabilized by vegetation. Each stockpile shall be protected in the manner shown on the plan drawings. Stockpile heights shall not exceed 35 feet. Stockpile slopes shall be 2H:1V or flatter. 10. Immediately upon discovering unforeseen circumstances posing the potential for accelerated erosion and/or sediment pollution, the operator shall implement appropriate BMPs to minimize the potential for erosion and sediment pollution and notify the Local Conservation District and/or the regional office of DEP. 11. All building materials and wastes shall be removed from the site and recycled or disposed of in accordance with the Department's Solid Waste Management Regulations at 25 Pa. Code 260.1 et seq., 271.1, and 287.1 et. seq. No building materials or wastes or unused building materials shall be burned, buried, dumped, or discharged at the site. 12. All off-site waste and borrow areas must have an E&S Plan approved by the Local Conservation District or DEP fully implemented prior to being activated. 13. The contractor is responsible for ensuring that any material brought on site is Clean Fill. Form FP-001 must be retained by the property owner for any fill material affected by a spill or release of a regulated substance but qualifying as Clean Fill due to analytical testing. 14. All pumping of water from any work area shall be done according to the procedures described in this plan, over undisturbed vegetated areas. 15. Until the site is stabilized, all erosion and sediment BMPs shall be maintained properly. Maintenance shall include inspections of all erosion and sediment BMPs after each runoff event and on a weekly basis. All preventative and remedial maintenance work, including clean out, repair, replacement, regrading, reseeding, remulching and renetting must be performed. 16. A log showing dates that E&S BMPs were inspected as well as any deficiencies found and the date they were corrected shall be maintained on the site and be made available to regulatory agency officials at the time of inspection. 17. Sediment tracked onto any public roadway or sidewalk shall be returned to the construction site by the end of each work day and disposed in the manner described in this plan. In no case shall the sediment be washed, shoveled, or swept into any roadside ditch, storm sewer, or surface water. 18. All sediment removed from BMPs shall be disposed of in the manner described on the plan drawings. 19. Areas which are to be topsoiled shall be scarified to a minimum depth of 3 to 5 inches - 6 to 12 inches on compacted soils - prior to placement of topsoil. Areas to be vegetated shall have a minimum 4 inches of topsoil in place prior to seeding and mulching. Fill outslopes shall have a minimum of 2 inches of topsoil. 20. All fills shall be compacted as required to reduce erosion, slippage, settlement, subsidence or other related problems. Fill intended to support buildings, structures and conduits, etc. shall be compacted in accordance with local requirements or codes. 21. Earthen fills shall be placed in compacted layers not to exceed 9 inches in thickness. 22. Fill materials shall be free of frozen particles, brush, roots, sod, or other foreign or objectionable materials that would interfere with or prevent construction of satisfactory fills. 23. Frozen materials or soft, mucky, or highly compressible materials shall not be incorporated into fills. 24. Fill shall not be placed on saturated or frozen surfaces. 25. Seeps or springs encountered during construction shall be handled in accordance with the standard and specification for subsurface drain or other approved method. 26. All graded areas shall be permanently stabilized immediately upon reaching finished grade. Cut slopes in competent bedrock and rock fills need not be vegetated. Seeded areas within 50 feet of a surface water, or as otherwise shown on the plan drawings, shall be blanketed according to the standards of this plan.
AutoCAD SHX Text
The Grove Street Water Line Replacement Project includes the installation of Grove Street Water Line Replacement Project includes the installation of Grove Street Water Line Replacement Project includes the installation of Street Water Line Replacement Project includes the installation of Street Water Line Replacement Project includes the installation of Water Line Replacement Project includes the installation of Water Line Replacement Project includes the installation of Line Replacement Project includes the installation of Line Replacement Project includes the installation of Replacement Project includes the installation of Replacement Project includes the installation of Project includes the installation of Project includes the installation of includes the installation of includes the installation of the installation of the installation of installation of installation of of of approximately 2,000 feet of 8-inch PVC Water Line. The project is being completed to 2,000 feet of 8-inch PVC Water Line. The project is being completed to 2,000 feet of 8-inch PVC Water Line. The project is being completed to feet of 8-inch PVC Water Line. The project is being completed to feet of 8-inch PVC Water Line. The project is being completed to of 8-inch PVC Water Line. The project is being completed to of 8-inch PVC Water Line. The project is being completed to 8-inch PVC Water Line. The project is being completed to 8-inch PVC Water Line. The project is being completed to PVC Water Line. The project is being completed to PVC Water Line. The project is being completed to Water Line. The project is being completed to Water Line. The project is being completed to Line. The project is being completed to Line. The project is being completed to The project is being completed to The project is being completed to project is being completed to project is being completed to is being completed to is being completed to being completed to being completed to completed to completed to to to replace the existing 6" & 8" water lines along Grove Street. The project area is along the existing 6" & 8" water lines along Grove Street. The project area is along the existing 6" & 8" water lines along Grove Street. The project area is along existing 6" & 8" water lines along Grove Street. The project area is along existing 6" & 8" water lines along Grove Street. The project area is along 6" & 8" water lines along Grove Street. The project area is along 6" & 8" water lines along Grove Street. The project area is along & 8" water lines along Grove Street. The project area is along & 8" water lines along Grove Street. The project area is along 8" water lines along Grove Street. The project area is along 8" water lines along Grove Street. The project area is along water lines along Grove Street. The project area is along water lines along Grove Street. The project area is along lines along Grove Street. The project area is along lines along Grove Street. The project area is along along Grove Street. The project area is along along Grove Street. The project area is along Grove Street. The project area is along Grove Street. The project area is along Street. The project area is along Street. The project area is along The project area is along The project area is along project area is along project area is along area is along area is along is along is along along along Grove Street from its intersection with Beaver Street to its intersection with Backbone Street from its intersection with Beaver Street to its intersection with Backbone Street from its intersection with Beaver Street to its intersection with Backbone from its intersection with Beaver Street to its intersection with Backbone from its intersection with Beaver Street to its intersection with Backbone its intersection with Beaver Street to its intersection with Backbone its intersection with Beaver Street to its intersection with Backbone intersection with Beaver Street to its intersection with Backbone intersection with Beaver Street to its intersection with Backbone with Beaver Street to its intersection with Backbone with Beaver Street to its intersection with Backbone Beaver Street to its intersection with Backbone Beaver Street to its intersection with Backbone Street to its intersection with Backbone Street to its intersection with Backbone to its intersection with Backbone to its intersection with Backbone its intersection with Backbone its intersection with Backbone intersection with Backbone intersection with Backbone with Backbone with Backbone Backbone Backbone Road & along Backbone Road approximately 500 ft in a Easterly direction.
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As previously stated herein, the "Erosion and Sediment Pollution Control Plan" has been prepared in response to and in accordance with certain rules and regulations promulgated by the Pennsylvania Department of Environmental Resources. The handling of stormwater, the topographic and geological features described, the types and classifications of soils, the staging of earthwork, the temporary and permanent control measures, and the requirements are to be used for the purpose of eliminating, minimizing, and/or controlling pollution of the streams and waterways from materials anticipated to be eroded from the earthwork to be disturbed as a result of construction of the work.
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The foregoing procedures and all requirements of the specifications are contractual obligations of the CONTRACTOR performing the actual construction work. Said requirements also apply to any and all subcontractors working on the project. This plan will be implemented throughout the course of construction. The requirements relative to temporary control measures, early permanent restoration and minimizing work areas, are the most important factors affecting construction performance. In view of those circumstances, it is believed that this particular plan, on this particular project, will be implemented throughout the course of work.
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General Sequencing Notes: The intent of the sequence of construction is to ensure that adequate control measures are provided for the areas in which construction activities are occurring at all times. Under no circumstances will construction activities begin until the erosion control devices (BMP's) for the areas involved are installed. 1. All earth disturbance activities shall proceed in accordance with the sequence provided on the plan drawings. Contractor shall follow the sequence of construction as set forth in these plans. Deviation from that sequence must be approved by the Local Conservation District and/or the DEP prior to implementation. Each step of the sequence shall be completed before proceeding to the next step, except where noted. 2. At least 7 days prior to starting any earth disturbance activities, including clearing and grubbing, the owner and/or operator shall invite all contractors, the landowner, appropriate municipal officials, the E&S Plan preparer, the PCSM plan preparer, and a representative from the Local Conservation District to an on-site preconstruction meeting. 3. Upon installation or stabilization of all perimeter sediment control BMPs and at least 3 days prior to proceeding with bulk earth disturbance activities, the permittee or co-permittee shall provide notification to the Local Conservation District or DEP. 4. At least 3 days prior to starting any earth disturbance activities, or expanding into an area previously unmarked, the Pennsylvania One Call System Inc. shall be notified at 1-800-242-1776 for the location of existing underground utilities. 5. The "staging" areas for the construction project have yet to be determined. Once the bid is awarded, it is the Contractor's responsibility to find sites to store his materials. If the "staging" areas are not within the confines of our permitted project boundary, the Contractor must obtain permits and install BMPs as required by that permit. 6. A rock construction entrance shall be installed at a location chosen by the CONTRACTOR. The CONTRACTOR is responsible for notifying Local Conservation District or approving agency once the location has been chosen. Approval from the Local Conservation District or approving agency is required prior to installation. Sequence of Construction: 1. Delineate project boundary limits, disturbance limits and environmentally sensitive areas clearly marking all pertinent features in the field. 2. Install rock construction entrance, compost filter socks and storm inlet protection at all locations illustrated on the construction drawings. Placement of compost filter socks may not be limited to these areas. Compost filter socks may be used in combination with seeding / mulching to stabilize areas disturbed by unforeseen construction. 3. Mobilize equipment to site. 4. Construct all perimeter BMP's. 5. After BMPs are installed and functioning properly, any necessary clearing and grubbing of the proposed areas of new construction will be completed. Note: clearing and grubbing for excavation of the utility trench shall not be more than two times length of the pipe that can be installed in one day. 6. Earthwork and trenching may commence after all previously installed BMPs are checked and operational. Earthwork shall consist of trenching. Any excess excavated material will be hauled to the contractor's approved stockpile site (See Note 13 under the general notes). During earthwork activities, interim control measures shall be placed as to limit excessive erosion to work area (i.e. filter fabric fence.) All back filling must be completed by end of work day. 7. Immediately following any portion of the site being backfilled to final design grade, all disturbed areas shall be permanently seeded within 72 hours of completion of disturbance as per the permanent seeding specifications attached. This shall include seeding, mulch, erosion blanket and filter socks, etc. as specified herein or as required by site conditions. 8. Contractor's site superintendent will be responsible for inspection of all erosion and sedimentation pollution control measures weekly and after any storm event. Corrective procedures will be taken immediately after any inspection reveals the need for maintenance of existing measures or the placement of additional control measures to the site prior to any continued excavation activities. 9. Upon completion of earth moving activities and establishment of 70% uniform perennial vegetated cover, and an onsite investigation by Local Conservation District officials for approval, remove all temporary BMPs. Materials cleared from BMP's are required to be mixed with topsoil and reapplied then stabilized with seeding and mulch per the attached.
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1 MIN
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Height of Rock Filter = 5/6 Height of Straw Bales or Filter Fabric Fence
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1 MIN
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1
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Wood Posts
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1'
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1
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AASHTO #57
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6" MIN
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AASHTO #57
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Straw Bales or Filter Fabric
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R-3 Rock
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1'
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1 MIN
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1
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Optional 6" Sump
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Optional 6" Compost Layer
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Firmly Anchored
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A Rock Filter Outlet shall be installed where failure of a Silt Fence or Straw Bale Barrier has occurred due to concentrated flow. Anchored Compost layer shall be used on upslope face in HQ and EV watersheds. Sediment must be removed when accumulations reach 1/3 the height of the outlet. In special protection watersheds (HQ or EV), or where additional water filtering is desired, a 6" layer of compost should be added and anchored on top of the AASHTO #57 stone. A 6-inch deep sump may be installed immediately upslope of the rock filter outlet to provide sediment removal capacity. Rock Filter Outlet may not be used in lieu of channel linings, protective linings or other BMP device as shown. Rock Filter Outlet should be inspected weekly and after each runoff event. Clogged filter stone should be replaced. Needed repairs should be initiated immediately after inspection.
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Existing
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Ground
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10' Min.
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10' Min.
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20' Min.
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Geotextile
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Min. 8"
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AASHTO #1
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Pipe as
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Necessary
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Earth Fill
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Existing
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Roadway
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Mountable
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Berm (6" Min.)
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3'
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50' Min.
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Rock construction entrance shall be installed wherever it is anticipated that construction traffic will exit the project site onto any roadway, public or private. Access to the site shall be limited to the stabilized construction entrance. Once the location of the rock construction entrance(s) has been determined by the CONTRACTOR (if not shown on plans), the CONTRACTOR is responsible to inform the County Conservation District of the proposed location(s) prior to installation.
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Existing
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Roadway
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Remove topsoil prior to installation of rock construction entrance. Extend rock over full width of entrance. Runoff shall be diverted from roadway to a suitable sediment removal BMP prior to entering Rock Construction Entrance. Mountable berm shall be installed wherever optional culvert pipe is used and proper pipe cover as specified by manufacturer is not otherwise provided. Pipe shall be sized appropriately for size of ditch being crossed. Maintenance: Rock construction entrance thickness will be constantly maintained to the specified dimensions by adding rock. A stockpile shall be maintained on the site for this purpose. All sediment deposited on paved roads shall be removed and returned to the construction site immediately. If excess amounts of sediment are being deposited on roadway, extend length of rock construction entrance by 50 foot increments until the condition is alleviated or install wash rack. Washing the roadway or sweeping the deposits into roadway ditches, sewers, culverts, or other drainage courses is not acceptable.
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Heavy Duty Lifting Straps
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(Recommended)
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Filter Bag
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Pump
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Clamps
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Discharge Hose
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Intake Hose
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Clamps
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Intake Hose
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Discharge Hose
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Well Vegetated, Grassy Area
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Well Vegetated, Grassy Area
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Filter Bag
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Low volume filter bags shall be made from non-woven geotextile
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material sewn with high strength, double stitched "J" type seams.
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They shall be capable of trapping particles larger than 150 microns.
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High volume filter bags shall be made from woven geotextiles that
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meet the following standards:
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A suitable means of accessing the bag with machinery required for
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disposal purposes shall be provided. Filter bags shall be replaced
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when they become 1/2 full of sediment. Spare bags shall be kept
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available for replacement of those that have failed or are filled.
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Bags shall be placed on straps to facilitate removal unless bags
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come with lifting straps already attached.
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Bags shall be located in well-vegetated (grassy) area, and
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discharged onto stable, erosion resistant areas. Where this is not
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possible, a geotextile underlayment and flow path shall be provided.
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Bags may be placed on filter stone to increase discharge capacity.
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Bags shall not be placed on slopes greater than 5%%%. For slopes
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exceeding 5%%%, clean rock or other non-erodible and non-polluting
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material may be placed under the bag to reduce slope steepness.
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No downslope sediment barrier is required for most installations.
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Compost berm or compost filter sock shall be installed below bags
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located in HQ or EV watersheds, within 50 feet of any receiving
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surface water or where grassy area is not available.
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The pump discharge hose shall be inserted into the bags in the
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manner specified by the manufacturer and securely clamped. A
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piece of PVC pipe is recommended for this purpose.
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The pumping rate shall be no greater than 750 gpm or 1/2 the
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maximum specified by the manufacturer, whichever is less. Pump
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intakes shall be floating and screened.
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Filter bags shall be inspected daily. If any problem is detected,
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pumping shall cease immediately and not resumed until the problem
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is corrected.
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Property
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Test Method
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Minimum Standard
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Avg. Wide Width Strength
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ASTM D-4884
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60 lb/in
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Grab Tensile
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ASTM D-4632
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205 lb
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Puncture
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ASTM D-4833
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110 lb
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Mullen Burst
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ASTM D-3786
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350 psi
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UV Resistance
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ASTM D-4355
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70%
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AOS % Retained
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ASTM D-4751
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80 Sieve
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be completed by the seventh (7) working day.
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next two (2) calendar days.
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contours, appropriate temporary erosion and sediment control measures/
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facilities will be installed, and the areas seeded and mulched within the
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pressure testing and the complete backfilling of the open trench must
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a.
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b.
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c.
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d.
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f.
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e.
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effect with the following exceptions:
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(1) Daily backfilling of the trench may be delayed for six (6) days. All
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(2) If daily backfilling is delayed, the disturbed area will be graded to final
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In certain cases trenches cannot be backfilled until the pipe is hydrostatically
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tested, or anchors and other permanent features are installed. In these cases,
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disturbed areas will be done at the end of each week.
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On the day following pipe placement and trench backfilling, the disturbed area
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will be graded to final contours and appropriate temporary erosion and sediment
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pollution control measures/facilities will be installed. Seeding and mulching of all
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ALL of the requirements listed under CONSTRUCTION REQUIREMENTS will remain in
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and sediment pollution. Since these excavations are usually located at lower
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elevations along or across earth disturbance sites, open trenches serve to
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The most important erosion and sediment pollution control consideration for
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trench construction is the limiting and specific scheduling of work activities.
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concentrate sediment laden runoff and convey it to site boundaries or waterways.
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and backfilling that can be completed the same day.
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Water which accumulates in the open trench will be completely removed by
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pumping as shown by the PUMPED WATER FILTER BAG DETAIL before pipe
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Trench plugs shall be installed at the entrance and exit of all sanitary sewer
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Exposed trench excavations have high potential for accelerated erosion
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Limit advance clearing and grubbing operations to a distance equal to two
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times the length of pipe installation that can be completed in one day.
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Work crews and equipment for trenching, placement of pipe, plug construction
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and backfilling will be self contained and separate from clearing and grubbing
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Limit daily trench excavation to the length of pipe placement, plug installation
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and site restoration and stabilization operations.
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placement and/or backfilling begins.
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pipe that crosses through a wetland.
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27. Immediately after earth disturbance activities cease in any area or subarea of the project the operator shall stabilize all disturbed areas. During non-germinating months, mulch or protective blanketing shall be applied as described in the plan. Areas not at finished grade, which will be reactivated within 1 year, may be stabilized in accordance with the temporary stabilization specifications. Those areas which will not be reactivated within 1 year shall be stabilized in accordance with the permanent stabilization specifications. 28. Permanent stabilization is defined as a minimum uniform, perennial 70 percent vegetative cover or other permanent non-vegetative cover with a density sufficient to resist accelerated erosion. Cut and fill slopes shall be capable of resisting failure due to slumping, sliding, or other movements. 29. E&S BMPs must remain functional as such until all areas tributary to them are permanently stabilized or until they are replaced by another BMP approved by the Local Conservation District or DEP. 30. Upon completion of all Earth disturbance activates and permanent stabilization of all disturbed areas, the owner and/or operator shall contact the Local Conservation District for an inspection prior to removal/conversion of the E&S BMPs. 31. After final site stabilization has been achieved, temporary E&S BMPs must be removed or converted to permanent post construction stormwater management BMPs. Areas disturbed during removal or conversion of the BMPs shall be stabilized immediately. In order to ensure rapid revegetation of disturbed areas, such removal/conversions should be done only during the germinating season. 32. Upon completion of all Earth disturbance activities and permanent stabilization of all disturbed areas, the owner and/or operator shall contact the Local Conservation District to schedule a final inspection. 33. Failure to correctly install E&S BMPs, failure to prevent sediment-laden runoff from leaving the construction site, or failure to take immediate corrective action to resolve failure of E&S BMPs may result in administrative, civil, and/or criminal penalties being instituted by the Pennsylvania Department of Environmental Protection as defined in Section 602 of the Pennsylvania Clean Streams Law. The Clean Streams Law provides for up to $10,000 per day in civil penalties, up to $10,000 in summary criminal penalties, and up to $25,000 in misdemeanor criminal penalties for each violation. 34. Concrete wash water shall be handled in the manner described on the plan drawings. In no case shall it be allowed to enter any surface waters or groundwater system. 35. All channels shall be kept free of obstructions including but not limited to fill, rocks, leaves, woody debris, accumulated sediment, excess vegetation, and construction material/wastes. 36. Underground utilities cutting through any active channel shall be immediately backfilled and the channel restored to its original cross-section and protective lining. Any base flow within the channel shall be conveyed past the work area in the manner described in this plan until such restoration is complete. 37. Erosion control blanketing shall be installed on all slopes 3H:1V or steeper within 50 feet of a surface water and on all other disturbed areas specified on the plan maps and/or detail sheets.
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1. The Contractor's site superintendent will be responsible for the inspection of all erosion sediment pollution control measures (BMP's) weekly. 2. After each run-off event, The Contractor's site superintendent will responsible for the inspection of all BMP's by end of work day. 3. BMP's shall be protected and maintained at all times until completion of project. 4. BMP's shall be replaced or repaired within a 48 hour period upon discovery of deficiencies. 5. The Contractor shall remove any accumulated sediment and dispose of the material at a DEP approved waste site. 6. After any inspection reveals the need for maintenance of existing measures or the placement of additional control measures to the site, continued earthmoving or site improvement activities shall cease until the appropriate BMP's have been repaired or replaced. 7. Rock filter outlets shall be installed to replace any compost filter socks found to have been insufficient (or failed) to handle the flow of surface water. 8. All inlet filter bags shall be inspected on a weekly basis and after each runoff event. Any silting shall be removed and hauled to an approved DEP waster site.
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Items Identified with Mixed Case Text are Existing.
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ET
AIL
S
PLAN VIEW
Compost Filter Sock
STANDARD CONSTRUCTION DETAIL #4-1
SECTION VIEW
Table 4.2
Compost Filter Socks
N.T.S.
Compost Standards
Table 4.1
Compost SockFabric Minimum Specifications
Maximum Permissible Slope Lengths above Compost Filter Socks
Converted from Figure 4.2
Storm Inlet Protection
Inlet Filter Bag
Isometric View
Elevation View
Plan View
Installation View
Inlet Grate
1" Rebar
for Bag
Removal
from Inlet
W
i
d
t
h
L
e
n
g
t
h
Sandbag, filter log, compost sock, or filter tube
Expansion Restraint
(1/4" Nylon Rope)
2"x2"x3/4"
Rubber Block
2
'
4
'
3'
Curb
Flow
Top of Curb
1' Min.
2 Min.:1
(Typ.)
Berm
Storm
Inlet
Filter Bag Inlet Protection - Type C Inlet
STANDARD CONSTRUCTION DETAIL #4-15
Isometric View
Elevation View
Plan View
Installation View
Inlet Grate
1" Rebar
for Bag
Removal
from Inlet
W
i
d
t
h
L
e
n
g
t
h
Expansion Restraint
(1/4" Nylon Rope)
2"x2"x3/4"
Rubber Block
2
'
4
'
3'
Flow
Storm
Inlet
2 Min.(Typ)
1
Berm
3:1 3:1
2 Min.:1
Flow
6" Min. Height
Filter Bag Inlet Protection - Type M Inlet
STANDARD CONSTRUCTION DETAIL #4-16
Earthen berm to be
stabilized with temporary
or permanent vegetation
N.T.S.
N.T.S.
Extend berm over curb if
runoff is bypassing inlet
on landward side
ELEVATION
SECTION VIEW
TRENCH PLUG SPACING (L)
TRENCH PLUG
SLOPE
PIPELING
PIPE INVERT
PIPE
BEDDING
TRENCH BOTTOM
C
L
C
L
Required Maximum Spacing and Materials for Trench Plugs
TABLE 13.1
Trench Slope (%)
Spacing
L
(FT)
Plug Material
< 5 (%) 1,000 *Clay, Bentonite, or Concrete Filled Sacks
5 - 15 500
*Clay, Bentonite, or Concrete Filled Sacks
15 - 25 300
*Clay, Bentonite, or Concrete Filled Sacks
25 - 30 200
*Clay, Bentonite, or Concrete Filled Sacks
35 - 100 100
*Clay, Bentonite, or Concrete Filled Sacks
> 100 50
Cement Filled Bangs (Wetted) or Mortared Stone
STACKED CLAY, BENTONITE, OR
CONCRETE-FILLED SACKS
STANDARD
COMPACTED
BACKFILL
FU
LL
T
RE
NC
H
DE
PT
H
2
4
"
M
I
N
.
Trench Plug Installation
STANDARD CONSTRUCTION DETAIL #13-4
Trench Plugs
*TOPSOIL MAY NOT BE USED TO FILL SACKS.
Impervious trench plugs are required for all stream, river, wetland, or other water body
crossings regardless of trench slope.
Impervious trench plugs are also required at points of infiltration of ground water.
ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.
NOTE:
04/19
Re
le
ased
F
or B
id
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Sock Fabric shall meet standards of Table 4.1. Compost shall meet standards of Table 4.2. Compost Filter Socks shall be placed at existing level grade. Both ends of the sock shall be extended at least 8 feet up slope at 45 degrees to the main sock alignment (Figure 4.1). Maximum slope length above any sock shall not exceed that shown on Figure 4.2. Stakes may be installed immediately downslope of the sock if so specified by manufacturer. Traffic shall not be permitted to cross filter socks. Accumulated sediment shall be removed when it reaches ½ the above ground height of the sock and disposed in the manner described elsewhere in plan. Socks shall be inspected weekly and after each runoff event. Damaged socks shall be repaired according to manufacturer's specifications or replaced within 24 hours of inspection. Biodegradable filter socks shall be replaced after 6 months; photodegradable socks after 1 year. Polypropylene socks shall be replaced according to manufacturer's recommendations. Upon stabilization of the area tributary to the sock, stakes shall be removed. The sock may be left in place and vegetated or removed. In the latter case, the mesh shall be cut open and the mulch spread as a soil supplement.
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2"x2" Wooden Stakes
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Compost Filter Sock
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Undisturbed Area
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Blown/Placed
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Disturbed Area
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Filter Media
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Placed 10' O.C.
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2"x2" Wooden Stakes
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Placed 10' O.C.
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Undisturbed Area
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Disturbed Area
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Compost Filter Sock
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Existing Contours
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102
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101
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100
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Flow
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Flow
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12" Min.
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Organic Matter Content
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25%-65% (dry weight basis)
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Organic Portion
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Fibrous and Elongated
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pH
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5.5-8.0
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Moisture Content
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30%-60%
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Particle Size
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30%-70% pass through 3/8" sieve
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Soluble Salt Concentration
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5.0 dS/m (mmhos/cm) Maximum
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Material Type
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3 mil HDPE
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5 mil HDPE
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5 mil HDPE
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Multi-Filament Polypropylene (MFPP)
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Heavy Duty Multi-Filament Polypropylene (HDMFPP)
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Photo- degradable
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Material Characteristics
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Photo- degradable
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Photo- degradable
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Photo- degradable
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Photo- degradable
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Sock Diameters
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12" 18"
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12" 18" 24" 32"
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12" 18" 24" 32"
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12" 18" 24" 32"
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12" 18" 24" 32"
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Mesh Opening
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3/8"
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3/8"
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3/8"
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3/8"
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1/8"
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Tensile Strength
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26 psi
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26 psi
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44 psi
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202 psi
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Ultraviolet Stability % Original Strength (ASTM G-155)
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23% at 1000 hr.
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23% at 1000 hr.
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100% at 1000 hr.
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100% at 1000 hr.
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Minimum Functional Longevity
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6 months
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9 months
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6 months
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1 year
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2 years
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Two-ply systems
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HDPE biaxial net
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Continuously wound
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Fusion-welded junctures
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3/4"x3/4" Max. aperture size
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Compost Polypropylene Fabric (Woven layer and non-woven fleece mechanically fused via needle punch)
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3/16" Max. aperture size
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Sock fabrics composed of burlap may be used on projects lasting 6 months or less
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Inner Containment Netting
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Outer Filtration Mesh
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520
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250
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100
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90
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150
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12"
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55
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40
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35
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25
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30
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40
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400
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200
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50
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35
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100
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8"
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20
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20
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10
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10
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10
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20
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5
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15
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20
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10
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25
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30
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40
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50
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45
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35
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2 (or less)
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Slope - Percent
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Maximum Slope Length (ft) Above Socks
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1000
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500
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250
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200
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300
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24"
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140
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90
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70
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40
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45
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80
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700
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340
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200
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160
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250
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18"
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100
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80
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60
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30
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45
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70
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32"
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1300
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650
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350
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250
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400
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180
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120
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90
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60
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80
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100
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Storm sewer Inlets should be protected from sediment pollution. Inlet protection should be maintained (i.e. kept in good repair and free from straw, grass clippings, sediment, construction debris, litter, snow, and ice) until all earthwork within the tributary drainage area has been completed and stabilized. To minimize potential clogging problems, consideration should be given to beehive grates for Type M inlets during construction. Inlet protection is not recommended for catch basins located near the edges of fill slopes. For these inlets, sediment removal BMPs should be provided at the discharge end of the system. Silt fence and straw bale barriers are not effective when used in areas of concentrated flow such as is common at storm sewer inlets. Typically, silt fence and straw bales fail, allowing unfiltered water to enter the inlet. In those rare instances where the silt fence or straw bales do not fail, runoff usually either bypasses the inlet, causing erosion and/or capacity problems down gradient, or backs up to the point of creating flooding. This can create traffic hazards.
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Filter bags should be capable of trapping all particles not passing a No. 40 Sieve. Wherever filter bags are used they should be installed according to the manufacturer's specifications. Typical installation details are provided on the drawings. Standard Construction Detail #'s 4-15 and 4-16 are recommended.
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Maximum Drainage area = ½ acre. Inlet protection shall not be required for inlet tributary to sediment basin or trap. Berms or curbs are required for all installations. Rolled earthen berm in roadway shall be maintained until roadway is stoned. Road subbase berm on roadway shall be maintained until the roadway is paved. Earthen berm in channel shall be maintained until permanent stabilization is completed or remain permanently. At a minimum, the fabric shall have a minimum grab tensile strength of 120 lbs., a minimum burst strength of 200 psi, and a minimum trapezoidal tear strength of 50 lbs. Filter bags shall be capable of trapping all particles not passing a No. 40 sieve. Inlet filter bags shall be inspected on a weekly basis and after each runoff event. Bags shall be emptied and rinsed or replaced when ½ full or when flow capacity has been reduced so as to cause flooding or bypassing of the inlet. Damaged or clogged bags shall be replaced. A supply shall be maintained on site for replacement of bags. All needed repairs shall be initiated immediately after the inspection. Dispose accumulated sediment as well as used bags according to the plan notes. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.
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Maximum Drainage area = ½ acre. Inlet protection shall not be required for inlet tributary to sediment basin or trap. Berms or curbs are required for all installations. Rolled earthen berm in roadway shall be maintained until roadway is stoned. Road subbase berm shall be maintained until roadway is paved. Six inch minimum height asphalt berm shall be maintained until roadway surface receives final coat. At a minimum, the fabric shall have a minimum grab tensile strength of 120 lbs., a minimum burst strength of 200 psi, and a minimum trapezoidal tear strength of 50 lbs. Filter bags shall be capable of trapping all particles not passing a No. 40 sieve. Inlet filter bags shall be inspected on a weekly basis and after each runoff event. Bags shall be emptied and rinsed or replaced when ½ full or when flow capacity has been reduced so as to cause flooding or bypassing of the inlet. Damaged or clogged bags shall be replaced. A supply shall be maintained on site for replacement of bags. All needed repairs shall be initiated immediately after the inspection. Dispose accumulated sediment as well as used bags according to the plan notes. DO NOT USE ON MAJOR PAVED ROADWAYS WHERE PONDING MAY CAUSE TRAFFIC HAZARDS.
AutoCAD SHX Text
Projects with utility lines involving piping alignments along a stream corridor, stream, wetland or riparian zone require trench plugs. Maintaining the natural mechanisms for groundwater movement is very important for sustaining baseflow to receiving streams and for preserving riparian vegetation. In order to avoid creating a preferential pathway for groundwater flow (i.e. "French Drain" effect within the utility trench backfill - usually permeable aggregate), the use of the trench plugs is warranted. The trench plugs will block the flow of ground water along the path of the utility pipe/trench and maintain the natural groundwater path. Maximum spacing between trench plugs is 1000 feet.
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1.
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3.
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5.
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6" Min.
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4" Min.
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4.
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6"
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12"
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2.
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6"
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4. The edges of the parallel blankets shall have a 4" overlap and will be stapled
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2. Begin at the top of the slope or channel by anchoring the blanket in a 6" deep x 6" wide
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with approximately 6" overlap. Staple through overlapped area, according to manufacturer's
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or when blankets must be spliced down the slope, ends shall be overlapped shingle style
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1. Prepare soil before installation of TRM, including the application of lime, fertilizer, and seed
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3. Pull the blanket down or horizontally across the slope.
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in accordance with the seeding specifications.
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trench. Backfill and compact the trench after stapling.
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as necessary and the TRM replaced and restapled.
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achieved through the term of the contract and maintenance period. Areas damaged shall be reseeded
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TRM's shall be inspected weekly and after every runoff event until uniform 70% vegetative coverage is
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recommendations
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indicated on the drawings.
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Straw Blanket (TRM) will be used at locations
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manufacturer's recommendations.
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TRMs will be North American Green DS-75 approved equal. As noted on Drawings.
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Staple Pattern will be in accordance to the TRM Staple detail shown and the
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TRMs will be constructed in accordance to the installation details as shown below.
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b.
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a.
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c.
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5. Attach blanket to slope using the Staple System in Accordance with Manufacturers
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Recommendations. In loose soil conditions, the use of staples or stakes greater than
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6" in length may be necessary to properly anchor the blankets.
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Items Identified with Mixed Case Text are Existing.
MT
S
BM
C
BM
C
ES3
10
ER
OS
IO
N A
ND
S
ED
IM
EN
TA
TIO
N P
OL
LU
TIO
N C
ON
TR
OL
P
LA
N - D
ET
AIL
S
Waste Management
Site Housekeeping and Materials Management
Concrete Washout
Compost Sock Washout
Prefabricated Washout Containers
Self-installed Washout
Note:
Maintenance
12" Min.
2"x2"x36" Wood Stakes
Paced 5' O.C.
Maximum Depth of Concrete
Washout Water is 50% of Filter
Ring Height
24" Diameter Compost
Filter Sock
Notes:
1. Install on flat grade for optimum performance.
2. 18" Diameter filter sock may be stacked onto
double 24" diameter socks in pyramidal
configuration for added height.
Section
2"x2"x36" Wood Stakes
Paced 5' O.C.
Plan
Direct Concrete Washout
Water into Filter Ring
24" Diameter Compost
Filter Sock. 4' Min.
Overlap on Upslope
Side of Filter Ring
Typical Compost Sock Washout Installation
FIGURE 3.18
N.T.S.
Mulching:
Permanent Seeding Specifications:
Species
Temporary Seeding Specifications:
C
E
Formula
B
Seeding
Dates
9.0 TOTAL
21.0 TOTAL
10.0 TOTAL
Germin.
Seeding Specification Table
Minimum %% By
Weight
Purity
Seeding RateMax %
Weed Lbs. per 1,000 SY
General:
Vegetation
Type of Soil Disturbed by Construction
The types, depth, slope, location, and limitations of the soils.
Order No.
Date
:
Draw
n B
y:
Ch
ec
ked
B
y:
Ap
pro
ved
B
y:
Scale:
Drawing No.
Sheet No.
51
73
C
am
pb
ells
R
un
R
oa
d
Pitts
bu
rg
h, P
A 1
52
05
Ph
on
e: 4
12
.4
94
.0
51
0
Fa
x: 4
12
.4
94
.0
42
6
in
fo
@k
lh
en
gin
ee
rs
.c
om
KLH
EN
GIN
EER
S, IN
C
of 10
Da
te
Rev
is
io
ns
Da
te
Rev
is
io
ns
141-463
As
S
ho
wn
Ap
ril 2
01
9
BO
RO
UG
H O
F S
EW
IC
KL
EY
W
AT
ER
A
UT
HO
RIT
Y
AL
LE
GH
EN
Y C
OU
NT
Y, P
EN
NS
YL
VA
NIA
CO
NT
RA
CT
N
O. 2
01
9-0
1
GR
OV
E S
TR
EE
T W
AT
ER
L
IN
E R
EP
LA
CE
ME
NT
ITEMS IDENTIFIED WITH UPPER CASE TEXT ARE PROPOSED.
NOTE:
04/19
Re
le
ased
F
or B
id
EvD - Ernest-Vandergrift Silt Loams, 15 to 25 percent slopes
GQF - Gilpin-Upshur complex, very steep
” ”
URB - Urban land - Rainsboro complex - Gently Sloping
AutoCAD SHX Text
Building Materials and other construction site wastes must be properly managed and disposed of to reduce potential for pollution to surface and ground waters. Proper trash disposal, recycling of materials, proper materials handling, and spill prevention and clean up reduce the potential for construction site wastes to be mobilized by stormwater runoff and conveyed to surface waters. Under no circumstances should erosion control BMPs be used for temporary storage of demolition materials or construction wastes. Wherever heavy equipment will be used during construction of the cuts and fills or proposed buildings, a Pollution Prevention Contingency (PPC) Plan shall be available on site. All applicable federal, state, and local laws and regulations should be followed in the use, handling, and disposal of potentially hazardous materials.
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For any project on which concrete will be poured or otherwise formed on site, a washout facility must be provided for the cleaning of chutes, mixers, and hoppers of the delivery vehicles. Under no circumstances should was water from these vehicles be allowed to enter any surface waters. Make sure that proper signage is provided to drivers so that they are aware of the presence of washout facilities. Washout facilities should not be placed within 50 feet of storm drains, open ditches, or surface waters. They should be in a convenient location for the trucks, preferably near the place where concrete is being poured, but far enough from other vehicular traffic to minimize the potential for accidental damage or spills. Wherever possible, they should be located on slopes not exceeding a 2% grade. Additional information on washouts may be obtained from: http://cfpub.epa.gov/npdes/stormwater/menuofbmps/index.cfm? action=browse&Rbutton=detail&bmp=117&minmeasure=4..
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A suitable impervious geomembrane should be placed at the location of the washout. Compost socks should be staked in the manner recommended by the manufacturer around perimeter of the geomembrane so as to form a ring with the ends of the sock located at the upslope corner. Care must be taken to ensure continuous contact of the sock with the geomembrane at al locations. Where necessary, socks may be stacked and staked so as to form a triangular cross-section.
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Care should be taken to ensure that the containers are intended by the manufacturer for use as concrete washout BMPs, that they are watertight, and appropriately sized. Accumulated materials should be properly disposed of (preferably recycled) when they reach cleanout level. These should be excavated below grade to prevent runoff and the potential for breaching. They should be sized to handle solids, wash water, and rainfall. A good rule of thumb is that 7 gallons of wash water are required to wash one truck chute and 50 gallons for the hopper of a concrete pump truck. For larger sites, a below-grade washout should be a minimum of 10 feet wide and provide at least 12 inches of freeboard above the liquid and solid waste anticipated between cleanout intervals. The pit should be lined with plastic sheeting of at least 10-mil thickness (with no holes or tears) to prevent leaching of liquids into the ground. Sediment basins and sediment traps may not be used a concrete washout devices, since they discharge directly to surface waters. This discharge would have an adverse affect upon the receiving water. In addition, continued use of a basin or trap as a washout facility would significantly reduce the storage capacity of the basin or trap. All concrete washout facilities should be inspected daily. Damaged or leaking washouts should be deactivated and repaired or replaced immediately. Accumulated materials should be removed when they reach 75% capacity. Plastic liners should be replaced with each cleaning of the washout facility. All building materials and wastes must be removed from the site and recycled or disposed of in accordance with the Department's Solid Waste Management Regulations at 25 Pa. Code Chapter 260,§§260.1 et seq., 271.1, and 287.1 et. seq. No building materials or wastes or unused building materials shall be burned, buried, dumped, or discharged at the site. All off-site waste and borrow areas must have an E&S Plan approved by the Local Conservation District or DEP fully implemented prior to being activated. The contractor is responsible for ensuring that any material brought on site is Clean Fill. Form FP-001 must be retained by the property owner for any fill material affected by a spill or release of a regulated substance but qualifying as Clean Fill due to analytical testing.
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mulch or tie-down material shall be repaired , when discovered, by end of work day.
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damage until the desired purpose of the mulching is achieved. Damaged portions of the
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d. Mulched areas shall be checked within 24 hours after severe storms for
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c. Straw or hay mulch shall be anchored by either peg or twine or mulch netting.
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or salted straw or hay is not acceptable as mulch.
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b. Straw or hay mulch shall be applied at the rate of 3 tons per acre. Chemically treated
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diversions, etc., within or adjacent to area to be mulched shall be installed.
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a. For areas subject to critical erosion, temporary erosion control devices such as furrows,
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materials shall be applied according to the following guidelines:
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On sediment producing areas where the period of exposure is less than two months, mulch
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conservation practices, such as waterways, ponds, sedimentation traps, or critical planting area.
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growth. The practice may be used along or in conjunction with other structural and vegetative
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area subject to erosion, or which has unfavorable conditions for plant establishment and
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moisture and aid in establishing plant cover and control weeds. Mulch shall be applied on any
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The purpose of mulch is to reduce erosion, prevent surface compaction, crusting, conserve
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Temporary seeding will be used to protect exposed land surfaces which will not be permanently
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d. Apply uniformly recommended analysis fertilizer according to soil test or 10-20-20 at the
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rate of 1,000 lb per acre.
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crossing as previously stated. All other areas along the pipeline shall have permanent
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temporary erosion and sediment control BMP's may not be removed.
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sedimentation. Until such time as this standard is achieved, interim stabilization measures and
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covered with an acceptable BMP which permanently minimizes accelerated erosion and
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resistant perennial species has been achieved. Also, it may be that the disturbed area is
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Permanently stabilized vegetation is defined as a uniform 70% vegetative cover of erosion
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vegetation in areas that fail to show uniform growth of grass, or which are damaged in any
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Maintenance may include repeated watering, mowing, and repair or replacement of the
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Areas will be reseeded as needed until uniform 70
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representative. The vegetated areas shall be inspected weekly and after every run-off event.
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with the recommendations of a local recognized nurseryman approved by the OWNER'S
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approval of methods by the OWNER'S representative. Mulching material shall be in accordance
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latter case, alternate means of fertilizing combined with seeding will be permitted upon
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Sowing may be done mechanically, by hand, or by an approved method of hydroseeding. In the
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100 lb. of Nitrogen, 200 lb. of P2O5, and 200 lbs. K2O per acre (eg. 1,000 lbs. of
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rolled in two directions. In the sbsence of a soil test, fertilizer should be applied at a rate of
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brushed or racked to provide slight covering over the seed, after which, it shall be lightly
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and use Formula C for steep slopes and Formula B elsewhere. The area shall then be lightly
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removed from the topsoil. The Contractor shall refer to the seeding specification table above
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area shall then be properly tilled and handracked to a smooth, even grade. All stones shall be
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spread at the rate of 30 lb. per 1,000 sq. ft. after which mulch shall be added. The entire
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Fertilizer in the amount of 5-10-5, nitrogen, phosphorus and potash, respectively, shall be
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sampling service; then one week after the time it has been spread, fertilizer shall be added.
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be applied in an amount to be determined from an analysis of the soil by a qualified soil
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After the topsoil has been properly distributed, lime in the form of raw ground limestone shall
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Completed areas will be covered with a minimum 4 inches of topsoil.
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be removed only when the final vegetative cover and permanent facilities are completed.
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vegetation established within 2 days upon completion of the pipeline. Sediment control devises will
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restored to pre-construction conditions within 10 days following acceptable installation of the
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All areas will have permanent vegetation established. Areas identified as wetland shall be
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g. Cover grass seed with 1/2 in. of soil with suitable equipment.
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f. Temporary cover seed mixture shall conform to Formula E of the seeding specification table.
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e. Work in lime and fertilizer to a depth of 4 in. using any suitable equipment.
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10-20-20 per acre).
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way.
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% perennial vegetative coverage is achieved.
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can be established.
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Kentucky Bluegrass Mixture
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Perennial Ryegrass Mixture (Lolium perenne)
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Creeping Red Fescue or Chewings Fescue
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Annual Ryegrass (Lolium multiflorum)
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Crownvetch (Coronilla varia)
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Annual Ryegrass (Lolium multiflorum)
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following guidelines:
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two month's exposure.
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c. Apply ground limestone according to soil test or in the absence of a soil test at the
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b. Perform all cultural operations at right angles to the slope.
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a. Install needed surface water control measures.
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The site preparation and establishment of temporary cover shall be conducted according to the
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shall be covered with mulch or protective erosion control fabric.
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exposed for a period greater than two (2) days, but less than thirty (30) days, the stockpile
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to be exposed for a period greater than thirty (30) days. When the soil stockpile will be
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necessary to stockpile soil, temporary grass cover shall be established where soil stockpiles are
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The utility line construction is to be progressively backfilled by end of work day. If it is
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than two months, but less than twelve months. Mulch cover shall be provided for less than
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shall be applied on all sediment producing areas where the period of exposure will be more
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and erosion until vegetation or other stabilization material can be established. Temporary cover
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The purpose of temporary cover is to provide short-term rapid cover for the control of runoff
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vegetation will provide short-term rapid cover until permanent vegetation or other protection
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protected for a period of more than two months, but less than twelve months. Temporary
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A combination of improved certified varieties with no one variety exceeding 25% of the total Bluegrass component
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A combination of improved certified varieties with no one variety exceeding 50% of the total Ryegrass component
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2.
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1.
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Aug. 1 to Oct. 15
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Mar. 15 to Jun. 1
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Crownvetch: Anytime except
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Ryegrass: Mar. 1 to Oct. 15
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Mar. 15 to Oct. 15
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Sep. and Oct.
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70
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90
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90
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98
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99
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55
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45
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98
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100
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4.0
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5.0
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0.15
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0.10
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10.0
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0.15
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85
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80
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90
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1
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98
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98
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50
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30
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2
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98
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20
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6.0
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11.0
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0.15
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0.20
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4.0
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0.15
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mulching requirements.
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through the use of hydroseeding techniques or conventional seeding and mulching at the rate of
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Contractor must conform to PennDot Pub. 408 (Sections 804 and 805) for all seeding and
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netting according to the manufacturer's recommendations or other appropriate means. The
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mulched with straw at the rate of 1,000 sq. ft. This straw shall be anchored with mulch
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completed within the ten day period due to weather conditions, the disturbed area shall be
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3.0 tons/acre as recommended in the Penn State Agronomy Guide. If seeding cannot be
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sufficient time to germinate by October 15th of each year. Seeding will be accomplished
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completion of disturbance, Areas utilizing vegetative stabilization must be seeded/planted in
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All areas requiring interim or final stabilization must be addressed within 72 hours of
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The work area for this project is to be permanently seeded, unless occupied by structures or paving.
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rate of 6 tons per acre.
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The following soil information for this project was obtained from the Soil Survey interpretation for Westmoreland County as prepared by the U.S. Department of Agriculture Soil Conservation Services. These soil types have been mapped on the accompanying plans. Soils within construction limits are as followed. Each soil has specific characteristics and limitations that must be considered:
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Items Identified with Mixed Case Text are Existing.
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The Ernest series consists of deep, nearly level to moderately steep, moderately well-drained soils Ernest series consists of deep, nearly level to moderately steep, moderately well-drained soils Ernest series consists of deep, nearly level to moderately steep, moderately well-drained soils series consists of deep, nearly level to moderately steep, moderately well-drained soils series consists of deep, nearly level to moderately steep, moderately well-drained soils consists of deep, nearly level to moderately steep, moderately well-drained soils consists of deep, nearly level to moderately steep, moderately well-drained soils of deep, nearly level to moderately steep, moderately well-drained soils of deep, nearly level to moderately steep, moderately well-drained soils deep, nearly level to moderately steep, moderately well-drained soils deep, nearly level to moderately steep, moderately well-drained soils nearly level to moderately steep, moderately well-drained soils nearly level to moderately steep, moderately well-drained soils level to moderately steep, moderately well-drained soils level to moderately steep, moderately well-drained soils to moderately steep, moderately well-drained soils to moderately steep, moderately well-drained soils moderately steep, moderately well-drained soils moderately steep, moderately well-drained soils steep, moderately well-drained soils steep, moderately well-drained soils moderately well-drained soils moderately well-drained soils well-drained soils well-drained soils soils soils that have a fragipan. These soils are at the base of steeper upland slopes and near the head of have a fragipan. These soils are at the base of steeper upland slopes and near the head of have a fragipan. These soils are at the base of steeper upland slopes and near the head of a fragipan. These soils are at the base of steeper upland slopes and near the head of a fragipan. These soils are at the base of steeper upland slopes and near the head of fragipan. These soils are at the base of steeper upland slopes and near the head of fragipan. These soils are at the base of steeper upland slopes and near the head of These soils are at the base of steeper upland slopes and near the head of These soils are at the base of steeper upland slopes and near the head of soils are at the base of steeper upland slopes and near the head of soils are at the base of steeper upland slopes and near the head of are at the base of steeper upland slopes and near the head of are at the base of steeper upland slopes and near the head of at the base of steeper upland slopes and near the head of at the base of steeper upland slopes and near the head of the base of steeper upland slopes and near the head of the base of steeper upland slopes and near the head of base of steeper upland slopes and near the head of base of steeper upland slopes and near the head of of steeper upland slopes and near the head of of steeper upland slopes and near the head of steeper upland slopes and near the head of steeper upland slopes and near the head of upland slopes and near the head of upland slopes and near the head of slopes and near the head of slopes and near the head of and near the head of and near the head of near the head of near the head of the head of the head of head of head of of of some drainage ways. They formed in colluviums that weathered from shale and sandstone. The drainage ways. They formed in colluviums that weathered from shale and sandstone. The drainage ways. They formed in colluviums that weathered from shale and sandstone. The ways. They formed in colluviums that weathered from shale and sandstone. The ways. They formed in colluviums that weathered from shale and sandstone. The They formed in colluviums that weathered from shale and sandstone. The They formed in colluviums that weathered from shale and sandstone. The formed in colluviums that weathered from shale and sandstone. The formed in colluviums that weathered from shale and sandstone. The in colluviums that weathered from shale and sandstone. The in colluviums that weathered from shale and sandstone. The colluviums that weathered from shale and sandstone. The colluviums that weathered from shale and sandstone. The that weathered from shale and sandstone. The that weathered from shale and sandstone. The weathered from shale and sandstone. The weathered from shale and sandstone. The from shale and sandstone. The from shale and sandstone. The shale and sandstone. The shale and sandstone. The and sandstone. The and sandstone. The sandstone. The sandstone. The The The surface layer is about 6-inches, consisting of an upper 4-inch very dark gray silt loam and a layer is about 6-inches, consisting of an upper 4-inch very dark gray silt loam and a layer is about 6-inches, consisting of an upper 4-inch very dark gray silt loam and a is about 6-inches, consisting of an upper 4-inch very dark gray silt loam and a is about 6-inches, consisting of an upper 4-inch very dark gray silt loam and a about 6-inches, consisting of an upper 4-inch very dark gray silt loam and a about 6-inches, consisting of an upper 4-inch very dark gray silt loam and a 6-inches, consisting of an upper 4-inch very dark gray silt loam and a 6-inches, consisting of an upper 4-inch very dark gray silt loam and a consisting of an upper 4-inch very dark gray silt loam and a consisting of an upper 4-inch very dark gray silt loam and a of an upper 4-inch very dark gray silt loam and a of an upper 4-inch very dark gray silt loam and a an upper 4-inch very dark gray silt loam and a an upper 4-inch very dark gray silt loam and a upper 4-inch very dark gray silt loam and a upper 4-inch very dark gray silt loam and a 4-inch very dark gray silt loam and a 4-inch very dark gray silt loam and a very dark gray silt loam and a very dark gray silt loam and a dark gray silt loam and a dark gray silt loam and a gray silt loam and a gray silt loam and a silt loam and a silt loam and a loam and a loam and a and a and a a a lower 2-inch yellowish-brown silt loam. Subsoil is 54-inches thick with an upper 16-inch 2-inch yellowish-brown silt loam. Subsoil is 54-inches thick with an upper 16-inch 2-inch yellowish-brown silt loam. Subsoil is 54-inches thick with an upper 16-inch yellowish-brown silt loam. Subsoil is 54-inches thick with an upper 16-inch yellowish-brown silt loam. Subsoil is 54-inches thick with an upper 16-inch silt loam. Subsoil is 54-inches thick with an upper 16-inch silt loam. Subsoil is 54-inches thick with an upper 16-inch loam. Subsoil is 54-inches thick with an upper 16-inch loam. Subsoil is 54-inches thick with an upper 16-inch Subsoil is 54-inches thick with an upper 16-inch Subsoil is 54-inches thick with an upper 16-inch Subsoil is 54-inches thick with an upper 16-inch is 54-inches thick with an upper 16-inch is 54-inches thick with an upper 16-inch 54-inches thick with an upper 16-inch 54-inches thick with an upper 16-inch thick with an upper 16-inch thick with an upper 16-inch with an upper 16-inch with an upper 16-inch an upper 16-inch an upper 16-inch upper 16-inch upper 16-inch 16-inch 16-inch yellowish-brown, friable silt loam. The Vandergrift series soils are on hilltops, hillsides, benches, and footslopes with dominant slope Vandergrift series soils are on hilltops, hillsides, benches, and footslopes with dominant slope Vandergrift series soils are on hilltops, hillsides, benches, and footslopes with dominant slope series soils are on hilltops, hillsides, benches, and footslopes with dominant slope series soils are on hilltops, hillsides, benches, and footslopes with dominant slope soils are on hilltops, hillsides, benches, and footslopes with dominant slope soils are on hilltops, hillsides, benches, and footslopes with dominant slope are on hilltops, hillsides, benches, and footslopes with dominant slope are on hilltops, hillsides, benches, and footslopes with dominant slope on hilltops, hillsides, benches, and footslopes with dominant slope on hilltops, hillsides, benches, and footslopes with dominant slope hilltops, hillsides, benches, and footslopes with dominant slope hilltops, hillsides, benches, and footslopes with dominant slope hillsides, benches, and footslopes with dominant slope hillsides, benches, and footslopes with dominant slope benches, and footslopes with dominant slope benches, and footslopes with dominant slope and footslopes with dominant slope and footslopes with dominant slope footslopes with dominant slope footslopes with dominant slope with dominant slope with dominant slope dominant slope dominant slope slope slope of 3 to 8 percent, but ranges from 0 to 25 percent. These soils often are on relatively narrow, 3 to 8 percent, but ranges from 0 to 25 percent. These soils often are on relatively narrow, 3 to 8 percent, but ranges from 0 to 25 percent. These soils often are on relatively narrow, to 8 percent, but ranges from 0 to 25 percent. These soils often are on relatively narrow, to 8 percent, but ranges from 0 to 25 percent. These soils often are on relatively narrow, 8 percent, but ranges from 0 to 25 percent. These soils often are on relatively narrow, 8 percent, but ranges from 0 to 25 percent. These soils often are on relatively narrow, percent, but ranges from 0 to 25 percent. These soils often are on relatively narrow, percent, but ranges from 0 to 25 percent. These soils often are on relatively narrow, but ranges from 0 to 25 percent. These soils often are on relatively narrow, but ranges from 0 to 25 percent. These soils often are on relatively narrow, ranges from 0 to 25 percent. These soils often are on relatively narrow, ranges from 0 to 25 percent. These soils often are on relatively narrow, from 0 to 25 percent. These soils often are on relatively narrow, from 0 to 25 percent. These soils often are on relatively narrow, 0 to 25 percent. These soils often are on relatively narrow, 0 to 25 percent. These soils often are on relatively narrow, to 25 percent. These soils often are on relatively narrow, to 25 percent. These soils often are on relatively narrow, 25 percent. These soils often are on relatively narrow, 25 percent. These soils often are on relatively narrow, percent. These soils often are on relatively narrow, percent. These soils often are on relatively narrow, These soils often are on relatively narrow, These soils often are on relatively narrow, soils often are on relatively narrow, soils often are on relatively narrow, often are on relatively narrow, often are on relatively narrow, are on relatively narrow, are on relatively narrow, on relatively narrow, on relatively narrow, relatively narrow, relatively narrow, narrow, narrow, contour oriented, areas and are commonly in a complex with Wharton, Cavode, or Ernest soils. The oriented, areas and are commonly in a complex with Wharton, Cavode, or Ernest soils. The oriented, areas and are commonly in a complex with Wharton, Cavode, or Ernest soils. The areas and are commonly in a complex with Wharton, Cavode, or Ernest soils. The areas and are commonly in a complex with Wharton, Cavode, or Ernest soils. The and are commonly in a complex with Wharton, Cavode, or Ernest soils. The and are commonly in a complex with Wharton, Cavode, or Ernest soils. The are commonly in a complex with Wharton, Cavode, or Ernest soils. The are commonly in a complex with Wharton, Cavode, or Ernest soils. The commonly in a complex with Wharton, Cavode, or Ernest soils. The commonly in a complex with Wharton, Cavode, or Ernest soils. The in a complex with Wharton, Cavode, or Ernest soils. The in a complex with Wharton, Cavode, or Ernest soils. The a complex with Wharton, Cavode, or Ernest soils. The a complex with Wharton, Cavode, or Ernest soils. The complex with Wharton, Cavode, or Ernest soils. The complex with Wharton, Cavode, or Ernest soils. The with Wharton, Cavode, or Ernest soils. The with Wharton, Cavode, or Ernest soils. The Wharton, Cavode, or Ernest soils. The Wharton, Cavode, or Ernest soils. The Cavode, or Ernest soils. The Cavode, or Ernest soils. The or Ernest soils. The or Ernest soils. The Ernest soils. The Ernest soils. The soils. The soils. The The The soils weathered from interbedded calcareous and noncalcareous, red and gray shale, siltstone, and weathered from interbedded calcareous and noncalcareous, red and gray shale, siltstone, and weathered from interbedded calcareous and noncalcareous, red and gray shale, siltstone, and from interbedded calcareous and noncalcareous, red and gray shale, siltstone, and from interbedded calcareous and noncalcareous, red and gray shale, siltstone, and interbedded calcareous and noncalcareous, red and gray shale, siltstone, and interbedded calcareous and noncalcareous, red and gray shale, siltstone, and calcareous and noncalcareous, red and gray shale, siltstone, and calcareous and noncalcareous, red and gray shale, siltstone, and and noncalcareous, red and gray shale, siltstone, and and noncalcareous, red and gray shale, siltstone, and noncalcareous, red and gray shale, siltstone, and noncalcareous, red and gray shale, siltstone, and red and gray shale, siltstone, and red and gray shale, siltstone, and and gray shale, siltstone, and and gray shale, siltstone, and gray shale, siltstone, and gray shale, siltstone, and shale, siltstone, and shale, siltstone, and siltstone, and siltstone, and and and some limestone. The climate is humid and temperate; mean annual precipitation ranges from 36 to limestone. The climate is humid and temperate; mean annual precipitation ranges from 36 to limestone. The climate is humid and temperate; mean annual precipitation ranges from 36 to The climate is humid and temperate; mean annual precipitation ranges from 36 to The climate is humid and temperate; mean annual precipitation ranges from 36 to climate is humid and temperate; mean annual precipitation ranges from 36 to climate is humid and temperate; mean annual precipitation ranges from 36 to is humid and temperate; mean annual precipitation ranges from 36 to is humid and temperate; mean annual precipitation ranges from 36 to humid and temperate; mean annual precipitation ranges from 36 to humid and temperate; mean annual precipitation ranges from 36 to and temperate; mean annual precipitation ranges from 36 to and temperate; mean annual precipitation ranges from 36 to temperate; mean annual precipitation ranges from 36 to temperate; mean annual precipitation ranges from 36 to mean annual precipitation ranges from 36 to mean annual precipitation ranges from 36 to annual precipitation ranges from 36 to annual precipitation ranges from 36 to precipitation ranges from 36 to precipitation ranges from 36 to ranges from 36 to ranges from 36 to from 36 to from 36 to 36 to 36 to to to 45 inches; mean annual air temperature ranges from 47 to 59 degrees F.; and the growing inches; mean annual air temperature ranges from 47 to 59 degrees F.; and the growing inches; mean annual air temperature ranges from 47 to 59 degrees F.; and the growing mean annual air temperature ranges from 47 to 59 degrees F.; and the growing mean annual air temperature ranges from 47 to 59 degrees F.; and the growing annual air temperature ranges from 47 to 59 degrees F.; and the growing annual air temperature ranges from 47 to 59 degrees F.; and the growing air temperature ranges from 47 to 59 degrees F.; and the growing air temperature ranges from 47 to 59 degrees F.; and the growing temperature ranges from 47 to 59 degrees F.; and the growing temperature ranges from 47 to 59 degrees F.; and the growing ranges from 47 to 59 degrees F.; and the growing ranges from 47 to 59 degrees F.; and the growing from 47 to 59 degrees F.; and the growing from 47 to 59 degrees F.; and the growing 47 to 59 degrees F.; and the growing 47 to 59 degrees F.; and the growing to 59 degrees F.; and the growing to 59 degrees F.; and the growing 59 degrees F.; and the growing 59 degrees F.; and the growing degrees F.; and the growing degrees F.; and the growing F.; and the growing F.; and the growing and the growing and the growing the growing the growing growing growing season ranges from 140 to 180 days. This complex is about 50 percent Ernest soils, 30 percent Vandergrift soils, and 20 percent other complex is about 50 percent Ernest soils, 30 percent Vandergrift soils, and 20 percent other complex is about 50 percent Ernest soils, 30 percent Vandergrift soils, and 20 percent other is about 50 percent Ernest soils, 30 percent Vandergrift soils, and 20 percent other is about 50 percent Ernest soils, 30 percent Vandergrift soils, and 20 percent other about 50 percent Ernest soils, 30 percent Vandergrift soils, and 20 percent other about 50 percent Ernest soils, 30 percent Vandergrift soils, and 20 percent other 50 percent Ernest soils, 30 percent Vandergrift soils, and 20 percent other 50 percent Ernest soils, 30 percent Vandergrift soils, and 20 percent other percent Ernest soils, 30 percent Vandergrift soils, and 20 percent other percent Ernest soils, 30 percent Vandergrift soils, and 20 percent other Ernest soils, 30 percent Vandergrift soils, and 20 percent other Ernest soils, 30 percent Vandergrift soils, and 20 percent other soils, 30 percent Vandergrift soils, and 20 percent other soils, 30 percent Vandergrift soils, and 20 percent other 30 percent Vandergrift soils, and 20 percent other 30 percent Vandergrift soils, and 20 percent other percent Vandergrift soils, and 20 percent other percent Vandergrift soils, and 20 percent other Vandergrift soils, and 20 percent other Vandergrift soils, and 20 percent other soils, and 20 percent other soils, and 20 percent other and 20 percent other and 20 percent other 20 percent other 20 percent other percent other percent other other other soils. Included in mapping are small areas of a soil that has some characteristics of the Ernest Included in mapping are small areas of a soil that has some characteristics of the Ernest Included in mapping are small areas of a soil that has some characteristics of the Ernest in mapping are small areas of a soil that has some characteristics of the Ernest in mapping are small areas of a soil that has some characteristics of the Ernest mapping are small areas of a soil that has some characteristics of the Ernest mapping are small areas of a soil that has some characteristics of the Ernest are small areas of a soil that has some characteristics of the Ernest are small areas of a soil that has some characteristics of the Ernest small areas of a soil that has some characteristics of the Ernest small areas of a soil that has some characteristics of the Ernest areas of a soil that has some characteristics of the Ernest areas of a soil that has some characteristics of the Ernest of a soil that has some characteristics of the Ernest of a soil that has some characteristics of the Ernest a soil that has some characteristics of the Ernest a soil that has some characteristics of the Ernest soil that has some characteristics of the Ernest soil that has some characteristics of the Ernest that has some characteristics of the Ernest that has some characteristics of the Ernest has some characteristics of the Ernest has some characteristics of the Ernest some characteristics of the Ernest some characteristics of the Ernest characteristics of the Ernest characteristics of the Ernest of the Ernest of the Ernest the Ernest the Ernest Ernest Ernest and Vandergrift soils and small areas of Atkins, Guernsey, Gilpin, and Upshur soils. Seasonal high Vandergrift soils and small areas of Atkins, Guernsey, Gilpin, and Upshur soils. Seasonal high Vandergrift soils and small areas of Atkins, Guernsey, Gilpin, and Upshur soils. Seasonal high soils and small areas of Atkins, Guernsey, Gilpin, and Upshur soils. Seasonal high soils and small areas of Atkins, Guernsey, Gilpin, and Upshur soils. Seasonal high and small areas of Atkins, Guernsey, Gilpin, and Upshur soils. Seasonal high and small areas of Atkins, Guernsey, Gilpin, and Upshur soils. Seasonal high small areas of Atkins, Guernsey, Gilpin, and Upshur soils. Seasonal high small areas of Atkins, Guernsey, Gilpin, and Upshur soils. Seasonal high areas of Atkins, Guernsey, Gilpin, and Upshur soils. Seasonal high areas of Atkins, Guernsey, Gilpin, and Upshur soils. Seasonal high of Atkins, Guernsey, Gilpin, and Upshur soils. Seasonal high of Atkins, Guernsey, Gilpin, and Upshur soils. Seasonal high Atkins, Guernsey, Gilpin, and Upshur soils. Seasonal high Atkins, Guernsey, Gilpin, and Upshur soils. Seasonal high Guernsey, Gilpin, and Upshur soils. Seasonal high Guernsey, Gilpin, and Upshur soils. Seasonal high Gilpin, and Upshur soils. Seasonal high Gilpin, and Upshur soils. Seasonal high and Upshur soils. Seasonal high and Upshur soils. Seasonal high Upshur soils. Seasonal high Upshur soils. Seasonal high soils. Seasonal high soils. Seasonal high Seasonal high Seasonal high high high water table is 18 to 36-inches deep. Slope, seasonal high water table, slow permeability, and susceptibility to landslide are limitations for seasonal high water table, slow permeability, and susceptibility to landslide are limitations for seasonal high water table, slow permeability, and susceptibility to landslide are limitations for high water table, slow permeability, and susceptibility to landslide are limitations for high water table, slow permeability, and susceptibility to landslide are limitations for water table, slow permeability, and susceptibility to landslide are limitations for water table, slow permeability, and susceptibility to landslide are limitations for table, slow permeability, and susceptibility to landslide are limitations for table, slow permeability, and susceptibility to landslide are limitations for slow permeability, and susceptibility to landslide are limitations for slow permeability, and susceptibility to landslide are limitations for permeability, and susceptibility to landslide are limitations for permeability, and susceptibility to landslide are limitations for and susceptibility to landslide are limitations for and susceptibility to landslide are limitations for susceptibility to landslide are limitations for susceptibility to landslide are limitations for to landslide are limitations for to landslide are limitations for landslide are limitations for landslide are limitations for are limitations for are limitations for limitations for limitations for for for community development and recreation use. Conservation practices are needed to help control development and recreation use. Conservation practices are needed to help control development and recreation use. Conservation practices are needed to help control and recreation use. Conservation practices are needed to help control and recreation use. Conservation practices are needed to help control recreation use. Conservation practices are needed to help control recreation use. Conservation practices are needed to help control use. Conservation practices are needed to help control use. Conservation practices are needed to help control Conservation practices are needed to help control Conservation practices are needed to help control practices are needed to help control practices are needed to help control are needed to help control are needed to help control needed to help control needed to help control to help control to help control help control help control control control erosion. The soil has a capability unit IIIe-4. A general overview of the limitations of this soil involved this construction project reveals some general overview of the limitations of this soil involved this construction project reveals some general overview of the limitations of this soil involved this construction project reveals some overview of the limitations of this soil involved this construction project reveals some overview of the limitations of this soil involved this construction project reveals some of the limitations of this soil involved this construction project reveals some of the limitations of this soil involved this construction project reveals some the limitations of this soil involved this construction project reveals some the limitations of this soil involved this construction project reveals some limitations of this soil involved this construction project reveals some limitations of this soil involved this construction project reveals some of this soil involved this construction project reveals some of this soil involved this construction project reveals some this soil involved this construction project reveals some this soil involved this construction project reveals some soil involved this construction project reveals some soil involved this construction project reveals some involved this construction project reveals some involved this construction project reveals some this construction project reveals some this construction project reveals some construction project reveals some construction project reveals some project reveals some project reveals some reveals some reveals some some some limitations. Some important facts and significant limitations that need to be addressed are: - Piping in this soil is a concern. Soil must be considered susceptible to caving of cut banks. Piping in this soil is a concern. Soil must be considered susceptible to caving of cut banks. in this soil is a concern. Soil must be considered susceptible to caving of cut banks. in this soil is a concern. Soil must be considered susceptible to caving of cut banks. this soil is a concern. Soil must be considered susceptible to caving of cut banks. this soil is a concern. Soil must be considered susceptible to caving of cut banks. soil is a concern. Soil must be considered susceptible to caving of cut banks. soil is a concern. Soil must be considered susceptible to caving of cut banks. is a concern. Soil must be considered susceptible to caving of cut banks. is a concern. Soil must be considered susceptible to caving of cut banks. a concern. Soil must be considered susceptible to caving of cut banks. a concern. Soil must be considered susceptible to caving of cut banks. concern. Soil must be considered susceptible to caving of cut banks. concern. Soil must be considered susceptible to caving of cut banks. Soil must be considered susceptible to caving of cut banks. Soil must be considered susceptible to caving of cut banks. must be considered susceptible to caving of cut banks. must be considered susceptible to caving of cut banks. be considered susceptible to caving of cut banks. be considered susceptible to caving of cut banks. considered susceptible to caving of cut banks. considered susceptible to caving of cut banks. susceptible to caving of cut banks. susceptible to caving of cut banks. to caving of cut banks. to caving of cut banks. caving of cut banks. caving of cut banks. of cut banks. of cut banks. cut banks. cut banks. banks. banks. It is imperative that appropriate precautions be taken to safeguard workers during trenching is imperative that appropriate precautions be taken to safeguard workers during trenching is imperative that appropriate precautions be taken to safeguard workers during trenching imperative that appropriate precautions be taken to safeguard workers during trenching imperative that appropriate precautions be taken to safeguard workers during trenching that appropriate precautions be taken to safeguard workers during trenching that appropriate precautions be taken to safeguard workers during trenching appropriate precautions be taken to safeguard workers during trenching appropriate precautions be taken to safeguard workers during trenching precautions be taken to safeguard workers during trenching precautions be taken to safeguard workers during trenching be taken to safeguard workers during trenching be taken to safeguard workers during trenching taken to safeguard workers during trenching taken to safeguard workers during trenching to safeguard workers during trenching to safeguard workers during trenching safeguard workers during trenching safeguard workers during trenching workers during trenching workers during trenching during trenching during trenching trenching trenching and excavation operations. All applicable OSHA standards and regulations should be excavation operations. All applicable OSHA standards and regulations should be excavation operations. All applicable OSHA standards and regulations should be operations. All applicable OSHA standards and regulations should be operations. All applicable OSHA standards and regulations should be All applicable OSHA standards and regulations should be All applicable OSHA standards and regulations should be applicable OSHA standards and regulations should be applicable OSHA standards and regulations should be OSHA standards and regulations should be OSHA standards and regulations should be standards and regulations should be standards and regulations should be and regulations should be and regulations should be regulations should be regulations should be should be should be be be implemented at all times. Trench boxes are required. No shortcut is worth a human life. - This soil must be considered corrosive to concrete and steel. Suitable precautions and testing This soil must be considered corrosive to concrete and steel. Suitable precautions and testing soil must be considered corrosive to concrete and steel. Suitable precautions and testing soil must be considered corrosive to concrete and steel. Suitable precautions and testing must be considered corrosive to concrete and steel. Suitable precautions and testing must be considered corrosive to concrete and steel. Suitable precautions and testing be considered corrosive to concrete and steel. Suitable precautions and testing be considered corrosive to concrete and steel. Suitable precautions and testing considered corrosive to concrete and steel. Suitable precautions and testing considered corrosive to concrete and steel. Suitable precautions and testing corrosive to concrete and steel. Suitable precautions and testing corrosive to concrete and steel. Suitable precautions and testing to concrete and steel. Suitable precautions and testing to concrete and steel. Suitable precautions and testing concrete and steel. Suitable precautions and testing concrete and steel. Suitable precautions and testing and steel. Suitable precautions and testing and steel. Suitable precautions and testing steel. Suitable precautions and testing steel. Suitable precautions and testing Suitable precautions and testing Suitable precautions and testing precautions and testing precautions and testing and testing and testing testing testing of soil may be necessary are to protect underground concrete and steel pipe casing. - Soils are considered erodible. Strict compliance with recommendations of plans and narrative Soils are considered erodible. Strict compliance with recommendations of plans and narrative are considered erodible. Strict compliance with recommendations of plans and narrative are considered erodible. Strict compliance with recommendations of plans and narrative considered erodible. Strict compliance with recommendations of plans and narrative considered erodible. Strict compliance with recommendations of plans and narrative erodible. Strict compliance with recommendations of plans and narrative erodible. Strict compliance with recommendations of plans and narrative Strict compliance with recommendations of plans and narrative Strict compliance with recommendations of plans and narrative compliance with recommendations of plans and narrative compliance with recommendations of plans and narrative with recommendations of plans and narrative with recommendations of plans and narrative recommendations of plans and narrative recommendations of plans and narrative of plans and narrative of plans and narrative plans and narrative plans and narrative and narrative and narrative narrative narrative must be followed. - Slow percolation is a factor. Trench plugs will be needed to stop lateral flow of water. Slow percolation is a factor. Trench plugs will be needed to stop lateral flow of water. - Depth to saturated zone and seasonal high water tables make an assumption that excavations Depth to saturated zone and seasonal high water tables make an assumption that excavations to saturated zone and seasonal high water tables make an assumption that excavations to saturated zone and seasonal high water tables make an assumption that excavations saturated zone and seasonal high water tables make an assumption that excavations saturated zone and seasonal high water tables make an assumption that excavations zone and seasonal high water tables make an assumption that excavations zone and seasonal high water tables make an assumption that excavations and seasonal high water tables make an assumption that excavations and seasonal high water tables make an assumption that excavations seasonal high water tables make an assumption that excavations seasonal high water tables make an assumption that excavations high water tables make an assumption that excavations high water tables make an assumption that excavations water tables make an assumption that excavations water tables make an assumption that excavations tables make an assumption that excavations tables make an assumption that excavations make an assumption that excavations make an assumption that excavations an assumption that excavations an assumption that excavations assumption that excavations assumption that excavations that excavations that excavations excavations excavations into these soils will encounter water. Pumped discharge with filter bag will be required. - Soil must be considered low strength and landslide prone. This soil is not to be used as a Soil must be considered low strength and landslide prone. This soil is not to be used as a must be considered low strength and landslide prone. This soil is not to be used as a must be considered low strength and landslide prone. This soil is not to be used as a be considered low strength and landslide prone. This soil is not to be used as a be considered low strength and landslide prone. This soil is not to be used as a considered low strength and landslide prone. This soil is not to be used as a considered low strength and landslide prone. This soil is not to be used as a low strength and landslide prone. This soil is not to be used as a low strength and landslide prone. This soil is not to be used as a strength and landslide prone. This soil is not to be used as a strength and landslide prone. This soil is not to be used as a and landslide prone. This soil is not to be used as a and landslide prone. This soil is not to be used as a landslide prone. This soil is not to be used as a landslide prone. This soil is not to be used as a prone. This soil is not to be used as a prone. This soil is not to be used as a This soil is not to be used as a This soil is not to be used as a soil is not to be used as a soil is not to be used as a is not to be used as a is not to be used as a not to be used as a not to be used as a to be used as a to be used as a be used as a be used as a used as a used as a as a as a a a fill material. - Soil must be considered a poor source of topsoil.Soil must be considered a poor source of topsoil.
AutoCAD SHX Text
This complex is generally located on steep valley sides that parallel streams. Slopes are 25 to 80 complex is generally located on steep valley sides that parallel streams. Slopes are 25 to 80 complex is generally located on steep valley sides that parallel streams. Slopes are 25 to 80 is generally located on steep valley sides that parallel streams. Slopes are 25 to 80 is generally located on steep valley sides that parallel streams. Slopes are 25 to 80 generally located on steep valley sides that parallel streams. Slopes are 25 to 80 generally located on steep valley sides that parallel streams. Slopes are 25 to 80 located on steep valley sides that parallel streams. Slopes are 25 to 80 located on steep valley sides that parallel streams. Slopes are 25 to 80 on steep valley sides that parallel streams. Slopes are 25 to 80 on steep valley sides that parallel streams. Slopes are 25 to 80 steep valley sides that parallel streams. Slopes are 25 to 80 steep valley sides that parallel streams. Slopes are 25 to 80 valley sides that parallel streams. Slopes are 25 to 80 valley sides that parallel streams. Slopes are 25 to 80 sides that parallel streams. Slopes are 25 to 80 sides that parallel streams. Slopes are 25 to 80 that parallel streams. Slopes are 25 to 80 that parallel streams. Slopes are 25 to 80 parallel streams. Slopes are 25 to 80 parallel streams. Slopes are 25 to 80 streams. Slopes are 25 to 80 streams. Slopes are 25 to 80 Slopes are 25 to 80 Slopes are 25 to 80 are 25 to 80 are 25 to 80 25 to 80 25 to 80 to 80 to 80 80 80 percent. This soil consists of 50 percent Gilpin, 15 percent Upshur and a 35 percent mixture of other soils. The surface layer of the Gilpin soil is silt loam. In most places, the surface layer of the Upshur surface layer of the Gilpin soil is silt loam. In most places, the surface layer of the Upshur surface layer of the Gilpin soil is silt loam. In most places, the surface layer of the Upshur layer of the Gilpin soil is silt loam. In most places, the surface layer of the Upshur layer of the Gilpin soil is silt loam. In most places, the surface layer of the Upshur of the Gilpin soil is silt loam. In most places, the surface layer of the Upshur of the Gilpin soil is silt loam. In most places, the surface layer of the Upshur the Gilpin soil is silt loam. In most places, the surface layer of the Upshur the Gilpin soil is silt loam. In most places, the surface layer of the Upshur Gilpin soil is silt loam. In most places, the surface layer of the Upshur Gilpin soil is silt loam. In most places, the surface layer of the Upshur soil is silt loam. In most places, the surface layer of the Upshur soil is silt loam. In most places, the surface layer of the Upshur is silt loam. In most places, the surface layer of the Upshur is silt loam. In most places, the surface layer of the Upshur silt loam. In most places, the surface layer of the Upshur silt loam. In most places, the surface layer of the Upshur loam. In most places, the surface layer of the Upshur loam. In most places, the surface layer of the Upshur In most places, the surface layer of the Upshur In most places, the surface layer of the Upshur most places, the surface layer of the Upshur most places, the surface layer of the Upshur places, the surface layer of the Upshur places, the surface layer of the Upshur the surface layer of the Upshur the surface layer of the Upshur surface layer of the Upshur surface layer of the Upshur layer of the Upshur layer of the Upshur of the Upshur of the Upshur the Upshur the Upshur Upshur Upshur soil is silty clay loam to silt loam. This soil is considered extremely acidic. It is a well drained soil with a depth to water table of soil is considered extremely acidic. It is a well drained soil with a depth to water table of soil is considered extremely acidic. It is a well drained soil with a depth to water table of is considered extremely acidic. It is a well drained soil with a depth to water table of is considered extremely acidic. It is a well drained soil with a depth to water table of considered extremely acidic. It is a well drained soil with a depth to water table of considered extremely acidic. It is a well drained soil with a depth to water table of extremely acidic. It is a well drained soil with a depth to water table of extremely acidic. It is a well drained soil with a depth to water table of acidic. It is a well drained soil with a depth to water table of acidic. It is a well drained soil with a depth to water table of It is a well drained soil with a depth to water table of It is a well drained soil with a depth to water table of is a well drained soil with a depth to water table of is a well drained soil with a depth to water table of a well drained soil with a depth to water table of a well drained soil with a depth to water table of well drained soil with a depth to water table of well drained soil with a depth to water table of drained soil with a depth to water table of drained soil with a depth to water table of soil with a depth to water table of soil with a depth to water table of with a depth to water table of with a depth to water table of a depth to water table of a depth to water table of depth to water table of depth to water table of to water table of to water table of water table of water table of table of table of of of more than 80 inches. Ponding is not a factor. Depth to bedrock is 56” to 68”. to 68”. . The soil involved this construction project reveals some limitations. Some important facts and soil involved this construction project reveals some limitations. Some important facts and soil involved this construction project reveals some limitations. Some important facts and involved this construction project reveals some limitations. Some important facts and involved this construction project reveals some limitations. Some important facts and this construction project reveals some limitations. Some important facts and this construction project reveals some limitations. Some important facts and construction project reveals some limitations. Some important facts and construction project reveals some limitations. Some important facts and project reveals some limitations. Some important facts and project reveals some limitations. Some important facts and reveals some limitations. Some important facts and reveals some limitations. Some important facts and some limitations. Some important facts and some limitations. Some important facts and limitations. Some important facts and limitations. Some important facts and Some important facts and Some important facts and important facts and important facts and facts and facts and and and significant limitations that need to be addressed are: - Piping in this soil is a concern. Soil must be considered susceptible to caving of cut banks. Piping in this soil is a concern. Soil must be considered susceptible to caving of cut banks. in this soil is a concern. Soil must be considered susceptible to caving of cut banks. in this soil is a concern. Soil must be considered susceptible to caving of cut banks. this soil is a concern. Soil must be considered susceptible to caving of cut banks. this soil is a concern. Soil must be considered susceptible to caving of cut banks. soil is a concern. Soil must be considered susceptible to caving of cut banks. soil is a concern. Soil must be considered susceptible to caving of cut banks. is a concern. Soil must be considered susceptible to caving of cut banks. is a concern. Soil must be considered susceptible to caving of cut banks. a concern. Soil must be considered susceptible to caving of cut banks. a concern. Soil must be considered susceptible to caving of cut banks. concern. Soil must be considered susceptible to caving of cut banks. concern. Soil must be considered susceptible to caving of cut banks. Soil must be considered susceptible to caving of cut banks. Soil must be considered susceptible to caving of cut banks. must be considered susceptible to caving of cut banks. must be considered susceptible to caving of cut banks. be considered susceptible to caving of cut banks. be considered susceptible to caving of cut banks. considered susceptible to caving of cut banks. considered susceptible to caving of cut banks. susceptible to caving of cut banks. susceptible to caving of cut banks. to caving of cut banks. to caving of cut banks. caving of cut banks. caving of cut banks. of cut banks. of cut banks. cut banks. cut banks. banks. banks. It is imperative that appropriate precautions be taken to safeguard workers during trenching is imperative that appropriate precautions be taken to safeguard workers during trenching is imperative that appropriate precautions be taken to safeguard workers during trenching imperative that appropriate precautions be taken to safeguard workers during trenching imperative that appropriate precautions be taken to safeguard workers during trenching that appropriate precautions be taken to safeguard workers during trenching that appropriate precautions be taken to safeguard workers during trenching appropriate precautions be taken to safeguard workers during trenching appropriate precautions be taken to safeguard workers during trenching precautions be taken to safeguard workers during trenching precautions be taken to safeguard workers during trenching be taken to safeguard workers during trenching be taken to safeguard workers during trenching taken to safeguard workers during trenching taken to safeguard workers during trenching to safeguard workers during trenching to safeguard workers during trenching safeguard workers during trenching safeguard workers during trenching workers during trenching workers during trenching during trenching during trenching trenching trenching and excavation operations. All applicable OSHA standards and regulations should be excavation operations. All applicable OSHA standards and regulations should be excavation operations. All applicable OSHA standards and regulations should be operations. All applicable OSHA standards and regulations should be operations. All applicable OSHA standards and regulations should be All applicable OSHA standards and regulations should be All applicable OSHA standards and regulations should be applicable OSHA standards and regulations should be applicable OSHA standards and regulations should be OSHA standards and regulations should be OSHA standards and regulations should be standards and regulations should be standards and regulations should be and regulations should be and regulations should be regulations should be regulations should be should be should be be be implemented at all times. Trench boxes are required. No shortcut is worth a human life. - This soil must be considered corrosive to concrete and steel. Suitable precautions and testing This soil must be considered corrosive to concrete and steel. Suitable precautions and testing soil must be considered corrosive to concrete and steel. Suitable precautions and testing soil must be considered corrosive to concrete and steel. Suitable precautions and testing must be considered corrosive to concrete and steel. Suitable precautions and testing must be considered corrosive to concrete and steel. Suitable precautions and testing be considered corrosive to concrete and steel. Suitable precautions and testing be considered corrosive to concrete and steel. Suitable precautions and testing considered corrosive to concrete and steel. Suitable precautions and testing considered corrosive to concrete and steel. Suitable precautions and testing corrosive to concrete and steel. Suitable precautions and testing corrosive to concrete and steel. Suitable precautions and testing to concrete and steel. Suitable precautions and testing to concrete and steel. Suitable precautions and testing concrete and steel. Suitable precautions and testing concrete and steel. Suitable precautions and testing and steel. Suitable precautions and testing and steel. Suitable precautions and testing steel. Suitable precautions and testing steel. Suitable precautions and testing Suitable precautions and testing Suitable precautions and testing precautions and testing precautions and testing and testing and testing testing testing of soil may be necessary are to protect underground concrete and steel pipe casing such as soil may be necessary are to protect underground concrete and steel pipe casing such as soil may be necessary are to protect underground concrete and steel pipe casing such as may be necessary are to protect underground concrete and steel pipe casing such as may be necessary are to protect underground concrete and steel pipe casing such as be necessary are to protect underground concrete and steel pipe casing such as be necessary are to protect underground concrete and steel pipe casing such as necessary are to protect underground concrete and steel pipe casing such as necessary are to protect underground concrete and steel pipe casing such as are to protect underground concrete and steel pipe casing such as are to protect underground concrete and steel pipe casing such as to protect underground concrete and steel pipe casing such as to protect underground concrete and steel pipe casing such as protect underground concrete and steel pipe casing such as protect underground concrete and steel pipe casing such as underground concrete and steel pipe casing such as underground concrete and steel pipe casing such as concrete and steel pipe casing such as concrete and steel pipe casing such as and steel pipe casing such as and steel pipe casing such as steel pipe casing such as steel pipe casing such as pipe casing such as pipe casing such as casing such as casing such as such as such as as as epoxy coating manholes. - Soils are considered easily erodible. Strict compliance with recommendations of plans and Soils are considered easily erodible. Strict compliance with recommendations of plans and are considered easily erodible. Strict compliance with recommendations of plans and are considered easily erodible. Strict compliance with recommendations of plans and considered easily erodible. Strict compliance with recommendations of plans and considered easily erodible. Strict compliance with recommendations of plans and easily erodible. Strict compliance with recommendations of plans and easily erodible. Strict compliance with recommendations of plans and erodible. Strict compliance with recommendations of plans and erodible. Strict compliance with recommendations of plans and Strict compliance with recommendations of plans and Strict compliance with recommendations of plans and compliance with recommendations of plans and compliance with recommendations of plans and with recommendations of plans and with recommendations of plans and recommendations of plans and recommendations of plans and of plans and of plans and plans and plans and and and narrative must be followed. - Slow percolation is a factor. Pumped discharge with filter bag will be required. Slow percolation is a factor. Pumped discharge with filter bag will be required. - Soil must be considered low strength and landslide prone. This soil is not to be used as a Soil must be considered low strength and landslide prone. This soil is not to be used as a must be considered low strength and landslide prone. This soil is not to be used as a must be considered low strength and landslide prone. This soil is not to be used as a be considered low strength and landslide prone. This soil is not to be used as a be considered low strength and landslide prone. This soil is not to be used as a considered low strength and landslide prone. This soil is not to be used as a considered low strength and landslide prone. This soil is not to be used as a low strength and landslide prone. This soil is not to be used as a low strength and landslide prone. This soil is not to be used as a strength and landslide prone. This soil is not to be used as a strength and landslide prone. This soil is not to be used as a and landslide prone. This soil is not to be used as a and landslide prone. This soil is not to be used as a landslide prone. This soil is not to be used as a landslide prone. This soil is not to be used as a prone. This soil is not to be used as a prone. This soil is not to be used as a This soil is not to be used as a This soil is not to be used as a soil is not to be used as a soil is not to be used as a is not to be used as a is not to be used as a not to be used as a not to be used as a to be used as a to be used as a be used as a be used as a used as a used as a as a as a a a fill material. - Soil must be considered a poor source of topsoil.Soil must be considered a poor source of topsoil.
AutoCAD SHX Text
This unit consists of areas where more than 85% of the surface is covered by asphalt, concrete, unit consists of areas where more than 85% of the surface is covered by asphalt, concrete, unit consists of areas where more than 85% of the surface is covered by asphalt, concrete, consists of areas where more than 85% of the surface is covered by asphalt, concrete, consists of areas where more than 85% of the surface is covered by asphalt, concrete, of areas where more than 85% of the surface is covered by asphalt, concrete, of areas where more than 85% of the surface is covered by asphalt, concrete, areas where more than 85% of the surface is covered by asphalt, concrete, areas where more than 85% of the surface is covered by asphalt, concrete, where more than 85% of the surface is covered by asphalt, concrete, where more than 85% of the surface is covered by asphalt, concrete, more than 85% of the surface is covered by asphalt, concrete, more than 85% of the surface is covered by asphalt, concrete, than 85% of the surface is covered by asphalt, concrete, than 85% of the surface is covered by asphalt, concrete, 85% of the surface is covered by asphalt, concrete, 85% of the surface is covered by asphalt, concrete, of the surface is covered by asphalt, concrete, of the surface is covered by asphalt, concrete, the surface is covered by asphalt, concrete, the surface is covered by asphalt, concrete, surface is covered by asphalt, concrete, surface is covered by asphalt, concrete, is covered by asphalt, concrete, is covered by asphalt, concrete, covered by asphalt, concrete, covered by asphalt, concrete, by asphalt, concrete, by asphalt, concrete, asphalt, concrete, asphalt, concrete, concrete, concrete, concrete, buildings, and other impervious surfaces. Examples are parking lots, shopping centers, and and other impervious surfaces. Examples are parking lots, shopping centers, and and other impervious surfaces. Examples are parking lots, shopping centers, and other impervious surfaces. Examples are parking lots, shopping centers, and other impervious surfaces. Examples are parking lots, shopping centers, and impervious surfaces. Examples are parking lots, shopping centers, and impervious surfaces. Examples are parking lots, shopping centers, and surfaces. Examples are parking lots, shopping centers, and surfaces. Examples are parking lots, shopping centers, and Examples are parking lots, shopping centers, and Examples are parking lots, shopping centers, and are parking lots, shopping centers, and are parking lots, shopping centers, and parking lots, shopping centers, and parking lots, shopping centers, and lots, shopping centers, and lots, shopping centers, and shopping centers, and shopping centers, and centers, and centers, and centers, and centers, and and and industrial parks. These areas are mainly along the Monongahela River and near larger cities and parks. These areas are mainly along the Monongahela River and near larger cities and parks. These areas are mainly along the Monongahela River and near larger cities and These areas are mainly along the Monongahela River and near larger cities and These areas are mainly along the Monongahela River and near larger cities and areas are mainly along the Monongahela River and near larger cities and areas are mainly along the Monongahela River and near larger cities and are mainly along the Monongahela River and near larger cities and are mainly along the Monongahela River and near larger cities and mainly along the Monongahela River and near larger cities and mainly along the Monongahela River and near larger cities and along the Monongahela River and near larger cities and along the Monongahela River and near larger cities and the Monongahela River and near larger cities and the Monongahela River and near larger cities and Monongahela River and near larger cities and Monongahela River and near larger cities and River and near larger cities and River and near larger cities and and near larger cities and and near larger cities and near larger cities and near larger cities and larger cities and larger cities and larger cities and larger cities and cities and cities and and and towns. The areas range from 2 to 400 acres. Examination and identification of soils or materials in this unit are impractical. Onsite investigation and identification of soils or materials in this unit are impractical. Onsite investigation and identification of soils or materials in this unit are impractical. Onsite investigation identification of soils or materials in this unit are impractical. Onsite investigation identification of soils or materials in this unit are impractical. Onsite investigation of soils or materials in this unit are impractical. Onsite investigation of soils or materials in this unit are impractical. Onsite investigation soils or materials in this unit are impractical. Onsite investigation soils or materials in this unit are impractical. Onsite investigation or materials in this unit are impractical. Onsite investigation or materials in this unit are impractical. Onsite investigation materials in this unit are impractical. Onsite investigation materials in this unit are impractical. Onsite investigation in this unit are impractical. Onsite investigation in this unit are impractical. Onsite investigation this unit are impractical. Onsite investigation this unit are impractical. Onsite investigation unit are impractical. Onsite investigation unit are impractical. Onsite investigation are impractical. Onsite investigation are impractical. Onsite investigation impractical. Onsite investigation impractical. Onsite investigation Onsite investigation Onsite investigation investigation investigation investigation is needed to determine the suitabilities and potentials for any use. Due to the unknown content. This soil unit must be considered unstable with all precautions taken to the unknown content. This soil unit must be considered unstable with all precautions taken to the unknown content. This soil unit must be considered unstable with all precautions taken the unknown content. This soil unit must be considered unstable with all precautions taken the unknown content. This soil unit must be considered unstable with all precautions taken unknown content. This soil unit must be considered unstable with all precautions taken unknown content. This soil unit must be considered unstable with all precautions taken content. This soil unit must be considered unstable with all precautions taken content. This soil unit must be considered unstable with all precautions taken This soil unit must be considered unstable with all precautions taken This soil unit must be considered unstable with all precautions taken soil unit must be considered unstable with all precautions taken soil unit must be considered unstable with all precautions taken unit must be considered unstable with all precautions taken unit must be considered unstable with all precautions taken must be considered unstable with all precautions taken must be considered unstable with all precautions taken be considered unstable with all precautions taken be considered unstable with all precautions taken considered unstable with all precautions taken considered unstable with all precautions taken unstable with all precautions taken unstable with all precautions taken with all precautions taken with all precautions taken all precautions taken all precautions taken precautions taken precautions taken taken taken taken for safety and concern. The main soil type contained in this soil is Rainsboro. The Rainsboro series consists of deep main soil type contained in this soil is Rainsboro. The Rainsboro series consists of deep main soil type contained in this soil is Rainsboro. The Rainsboro series consists of deep soil type contained in this soil is Rainsboro. The Rainsboro series consists of deep soil type contained in this soil is Rainsboro. The Rainsboro series consists of deep type contained in this soil is Rainsboro. The Rainsboro series consists of deep type contained in this soil is Rainsboro. The Rainsboro series consists of deep contained in this soil is Rainsboro. The Rainsboro series consists of deep contained in this soil is Rainsboro. The Rainsboro series consists of deep in this soil is Rainsboro. The Rainsboro series consists of deep in this soil is Rainsboro. The Rainsboro series consists of deep this soil is Rainsboro. The Rainsboro series consists of deep this soil is Rainsboro. The Rainsboro series consists of deep soil is Rainsboro. The Rainsboro series consists of deep soil is Rainsboro. The Rainsboro series consists of deep is Rainsboro. The Rainsboro series consists of deep is Rainsboro. The Rainsboro series consists of deep Rainsboro. The Rainsboro series consists of deep Rainsboro. The Rainsboro series consists of deep The Rainsboro series consists of deep The Rainsboro series consists of deep Rainsboro series consists of deep Rainsboro series consists of deep series consists of deep series consists of deep consists of deep consists of deep of deep of deep deep deep moderately well drained soils. The surface soil is brown silt loam 13 inches thick. The mottled well drained soils. The surface soil is brown silt loam 13 inches thick. The mottled well drained soils. The surface soil is brown silt loam 13 inches thick. The mottled drained soils. The surface soil is brown silt loam 13 inches thick. The mottled drained soils. The surface soil is brown silt loam 13 inches thick. The mottled soils. The surface soil is brown silt loam 13 inches thick. The mottled soils. The surface soil is brown silt loam 13 inches thick. The mottled The surface soil is brown silt loam 13 inches thick. The mottled The surface soil is brown silt loam 13 inches thick. The mottled surface soil is brown silt loam 13 inches thick. The mottled surface soil is brown silt loam 13 inches thick. The mottled soil is brown silt loam 13 inches thick. The mottled soil is brown silt loam 13 inches thick. The mottled is brown silt loam 13 inches thick. The mottled is brown silt loam 13 inches thick. The mottled brown silt loam 13 inches thick. The mottled brown silt loam 13 inches thick. The mottled silt loam 13 inches thick. The mottled silt loam 13 inches thick. The mottled loam 13 inches thick. The mottled loam 13 inches thick. The mottled 13 inches thick. The mottled 13 inches thick. The mottled inches thick. The mottled inches thick. The mottled thick. The mottled thick. The mottled The mottled The mottled mottled mottled subsoil is dark yellowish brown silt loam and silty clay loam in the upper 13 inches. Strong brown is dark yellowish brown silt loam and silty clay loam in the upper 13 inches. Strong brown is dark yellowish brown silt loam and silty clay loam in the upper 13 inches. Strong brown dark yellowish brown silt loam and silty clay loam in the upper 13 inches. Strong brown dark yellowish brown silt loam and silty clay loam in the upper 13 inches. Strong brown yellowish brown silt loam and silty clay loam in the upper 13 inches. Strong brown yellowish brown silt loam and silty clay loam in the upper 13 inches. Strong brown brown silt loam and silty clay loam in the upper 13 inches. Strong brown brown silt loam and silty clay loam in the upper 13 inches. Strong brown silt loam and silty clay loam in the upper 13 inches. Strong brown silt loam and silty clay loam in the upper 13 inches. Strong brown loam and silty clay loam in the upper 13 inches. Strong brown loam and silty clay loam in the upper 13 inches. Strong brown and silty clay loam in the upper 13 inches. Strong brown and silty clay loam in the upper 13 inches. Strong brown silty clay loam in the upper 13 inches. Strong brown silty clay loam in the upper 13 inches. Strong brown clay loam in the upper 13 inches. Strong brown clay loam in the upper 13 inches. Strong brown loam in the upper 13 inches. Strong brown loam in the upper 13 inches. Strong brown in the upper 13 inches. Strong brown in the upper 13 inches. Strong brown the upper 13 inches. Strong brown the upper 13 inches. Strong brown upper 13 inches. Strong brown upper 13 inches. Strong brown 13 inches. Strong brown 13 inches. Strong brown inches. Strong brown inches. Strong brown Strong brown Strong brown brown brown and yellowish brown silty clay loam and loam fragipan in the next 22 inches and yellowish brown yellowish brown silty clay loam and loam fragipan in the next 22 inches and yellowish brown yellowish brown silty clay loam and loam fragipan in the next 22 inches and yellowish brown brown silty clay loam and loam fragipan in the next 22 inches and yellowish brown brown silty clay loam and loam fragipan in the next 22 inches and yellowish brown silty clay loam and loam fragipan in the next 22 inches and yellowish brown silty clay loam and loam fragipan in the next 22 inches and yellowish brown clay loam and loam fragipan in the next 22 inches and yellowish brown clay loam and loam fragipan in the next 22 inches and yellowish brown loam and loam fragipan in the next 22 inches and yellowish brown loam and loam fragipan in the next 22 inches and yellowish brown and loam fragipan in the next 22 inches and yellowish brown and loam fragipan in the next 22 inches and yellowish brown loam fragipan in the next 22 inches and yellowish brown loam fragipan in the next 22 inches and yellowish brown fragipan in the next 22 inches and yellowish brown fragipan in the next 22 inches and yellowish brown in the next 22 inches and yellowish brown in the next 22 inches and yellowish brown the next 22 inches and yellowish brown the next 22 inches and yellowish brown next 22 inches and yellowish brown next 22 inches and yellowish brown 22 inches and yellowish brown 22 inches and yellowish brown inches and yellowish brown inches and yellowish brown and yellowish brown and yellowish brown yellowish brown yellowish brown brown brown and strong brown clay loam and sandy clay loam in the next 52 inches. Slopes range from 0 to strong brown clay loam and sandy clay loam in the next 52 inches. Slopes range from 0 to strong brown clay loam and sandy clay loam in the next 52 inches. Slopes range from 0 to brown clay loam and sandy clay loam in the next 52 inches. Slopes range from 0 to brown clay loam and sandy clay loam in the next 52 inches. Slopes range from 0 to clay loam and sandy clay loam in the next 52 inches. Slopes range from 0 to clay loam and sandy clay loam in the next 52 inches. Slopes range from 0 to loam and sandy clay loam in the next 52 inches. Slopes range from 0 to loam and sandy clay loam in the next 52 inches. Slopes range from 0 to and sandy clay loam in the next 52 inches. Slopes range from 0 to and sandy clay loam in the next 52 inches. Slopes range from 0 to sandy clay loam in the next 52 inches. Slopes range from 0 to sandy clay loam in the next 52 inches. Slopes range from 0 to clay loam in the next 52 inches. Slopes range from 0 to clay loam in the next 52 inches. Slopes range from 0 to loam in the next 52 inches. Slopes range from 0 to loam in the next 52 inches. Slopes range from 0 to in the next 52 inches. Slopes range from 0 to in the next 52 inches. Slopes range from 0 to the next 52 inches. Slopes range from 0 to the next 52 inches. Slopes range from 0 to next 52 inches. Slopes range from 0 to next 52 inches. Slopes range from 0 to 52 inches. Slopes range from 0 to 52 inches. Slopes range from 0 to inches. Slopes range from 0 to inches. Slopes range from 0 to Slopes range from 0 to Slopes range from 0 to range from 0 to range from 0 to from 0 to from 0 to 0 to 0 to to to 18 percent. The soil also contains Ginat soils. The Ginat series consists of poorly drained soils formed in soil also contains Ginat soils. The Ginat series consists of poorly drained soils formed in soil also contains Ginat soils. The Ginat series consists of poorly drained soils formed in also contains Ginat soils. The Ginat series consists of poorly drained soils formed in also contains Ginat soils. The Ginat series consists of poorly drained soils formed in contains Ginat soils. The Ginat series consists of poorly drained soils formed in contains Ginat soils. The Ginat series consists of poorly drained soils formed in Ginat soils. The Ginat series consists of poorly drained soils formed in Ginat soils. The Ginat series consists of poorly drained soils formed in soils. The Ginat series consists of poorly drained soils formed in soils. The Ginat series consists of poorly drained soils formed in The Ginat series consists of poorly drained soils formed in The Ginat series consists of poorly drained soils formed in Ginat series consists of poorly drained soils formed in Ginat series consists of poorly drained soils formed in series consists of poorly drained soils formed in series consists of poorly drained soils formed in consists of poorly drained soils formed in consists of poorly drained soils formed in of poorly drained soils formed in of poorly drained soils formed in poorly drained soils formed in poorly drained soils formed in drained soils formed in drained soils formed in soils formed in soils formed in formed in formed in in in alluvium on terraces. The surface layer is gray mottle silt loam 6 inches think. The subsurface on terraces. The surface layer is gray mottle silt loam 6 inches think. The subsurface on terraces. The surface layer is gray mottle silt loam 6 inches think. The subsurface terraces. The surface layer is gray mottle silt loam 6 inches think. The subsurface terraces. The surface layer is gray mottle silt loam 6 inches think. The subsurface The surface layer is gray mottle silt loam 6 inches think. The subsurface The surface layer is gray mottle silt loam 6 inches think. The subsurface surface layer is gray mottle silt loam 6 inches think. The subsurface surface layer is gray mottle silt loam 6 inches think. The subsurface layer is gray mottle silt loam 6 inches think. The subsurface layer is gray mottle silt loam 6 inches think. The subsurface is gray mottle silt loam 6 inches think. The subsurface is gray mottle silt loam 6 inches think. The subsurface gray mottle silt loam 6 inches think. The subsurface gray mottle silt loam 6 inches think. The subsurface mottle silt loam 6 inches think. The subsurface mottle silt loam 6 inches think. The subsurface silt loam 6 inches think. The subsurface silt loam 6 inches think. The subsurface loam 6 inches think. The subsurface loam 6 inches think. The subsurface 6 inches think. The subsurface 6 inches think. The subsurface inches think. The subsurface inches think. The subsurface think. The subsurface think. The subsurface The subsurface The subsurface subsurface subsurface layer is light gray mottled silt loam 3 inches thick. The subsoil is gray mottled silt loam in upper is light gray mottled silt loam 3 inches thick. The subsoil is gray mottled silt loam in upper is light gray mottled silt loam 3 inches thick. The subsoil is gray mottled silt loam in upper light gray mottled silt loam 3 inches thick. The subsoil is gray mottled silt loam in upper light gray mottled silt loam 3 inches thick. The subsoil is gray mottled silt loam in upper gray mottled silt loam 3 inches thick. The subsoil is gray mottled silt loam in upper gray mottled silt loam 3 inches thick. The subsoil is gray mottled silt loam in upper mottled silt loam 3 inches thick. The subsoil is gray mottled silt loam in upper mottled silt loam 3 inches thick. The subsoil is gray mottled silt loam in upper silt loam 3 inches thick. The subsoil is gray mottled silt loam in upper silt loam 3 inches thick. The subsoil is gray mottled silt loam in upper loam 3 inches thick. The subsoil is gray mottled silt loam in upper loam 3 inches thick. The subsoil is gray mottled silt loam in upper 3 inches thick. The subsoil is gray mottled silt loam in upper 3 inches thick. The subsoil is gray mottled silt loam in upper inches thick. The subsoil is gray mottled silt loam in upper inches thick. The subsoil is gray mottled silt loam in upper thick. The subsoil is gray mottled silt loam in upper thick. The subsoil is gray mottled silt loam in upper The subsoil is gray mottled silt loam in upper The subsoil is gray mottled silt loam in upper subsoil is gray mottled silt loam in upper subsoil is gray mottled silt loam in upper is gray mottled silt loam in upper is gray mottled silt loam in upper gray mottled silt loam in upper gray mottled silt loam in upper mottled silt loam in upper mottled silt loam in upper silt loam in upper silt loam in upper loam in upper loam in upper in upper in upper upper upper 14 inches. Gray mottled, firm and brittle silty clay loam in next 25 inches and light gray mottled inches. Gray mottled, firm and brittle silty clay loam in next 25 inches and light gray mottled inches. Gray mottled, firm and brittle silty clay loam in next 25 inches and light gray mottled Gray mottled, firm and brittle silty clay loam in next 25 inches and light gray mottled Gray mottled, firm and brittle silty clay loam in next 25 inches and light gray mottled mottled, firm and brittle silty clay loam in next 25 inches and light gray mottled mottled, firm and brittle silty clay loam in next 25 inches and light gray mottled firm and brittle silty clay loam in next 25 inches and light gray mottled firm and brittle silty clay loam in next 25 inches and light gray mottled and brittle silty clay loam in next 25 inches and light gray mottled and brittle silty clay loam in next 25 inches and light gray mottled brittle silty clay loam in next 25 inches and light gray mottled brittle silty clay loam in next 25 inches and light gray mottled silty clay loam in next 25 inches and light gray mottled silty clay loam in next 25 inches and light gray mottled clay loam in next 25 inches and light gray mottled clay loam in next 25 inches and light gray mottled loam in next 25 inches and light gray mottled loam in next 25 inches and light gray mottled in next 25 inches and light gray mottled in next 25 inches and light gray mottled next 25 inches and light gray mottled next 25 inches and light gray mottled 25 inches and light gray mottled 25 inches and light gray mottled inches and light gray mottled inches and light gray mottled and light gray mottled and light gray mottled light gray mottled light gray mottled gray mottled gray mottled mottled mottled silty clay loam in lower 26 inches. The substratum is gray mottled stratified loam, silt loam and clay loam in lower 26 inches. The substratum is gray mottled stratified loam, silt loam and clay loam in lower 26 inches. The substratum is gray mottled stratified loam, silt loam and loam in lower 26 inches. The substratum is gray mottled stratified loam, silt loam and loam in lower 26 inches. The substratum is gray mottled stratified loam, silt loam and in lower 26 inches. The substratum is gray mottled stratified loam, silt loam and in lower 26 inches. The substratum is gray mottled stratified loam, silt loam and lower 26 inches. The substratum is gray mottled stratified loam, silt loam and lower 26 inches. The substratum is gray mottled stratified loam, silt loam and 26 inches. The substratum is gray mottled stratified loam, silt loam and 26 inches. The substratum is gray mottled stratified loam, silt loam and inches. The substratum is gray mottled stratified loam, silt loam and inches. The substratum is gray mottled stratified loam, silt loam and The substratum is gray mottled stratified loam, silt loam and The substratum is gray mottled stratified loam, silt loam and substratum is gray mottled stratified loam, silt loam and substratum is gray mottled stratified loam, silt loam and is gray mottled stratified loam, silt loam and is gray mottled stratified loam, silt loam and gray mottled stratified loam, silt loam and gray mottled stratified loam, silt loam and mottled stratified loam, silt loam and mottled stratified loam, silt loam and stratified loam, silt loam and stratified loam, silt loam and loam, silt loam and loam, silt loam and silt loam and silt loam and loam and loam and and and silty clay loam. Slopes are 0 to 2 percent. Cropland is the dominant use. The main soil type contained in this soil is Wharton. The Wharton soil series consists of deep, main soil type contained in this soil is Wharton. The Wharton soil series consists of deep, main soil type contained in this soil is Wharton. The Wharton soil series consists of deep, soil type contained in this soil is Wharton. The Wharton soil series consists of deep, soil type contained in this soil is Wharton. The Wharton soil series consists of deep, type contained in this soil is Wharton. The Wharton soil series consists of deep, type contained in this soil is Wharton. The Wharton soil series consists of deep, contained in this soil is Wharton. The Wharton soil series consists of deep, contained in this soil is Wharton. The Wharton soil series consists of deep, in this soil is Wharton. The Wharton soil series consists of deep, in this soil is Wharton. The Wharton soil series consists of deep, this soil is Wharton. The Wharton soil series consists of deep, this soil is Wharton. The Wharton soil series consists of deep, soil is Wharton. The Wharton soil series consists of deep, soil is Wharton. The Wharton soil series consists of deep, is Wharton. The Wharton soil series consists of deep, is Wharton. The Wharton soil series consists of deep, Wharton. The Wharton soil series consists of deep, Wharton. The Wharton soil series consists of deep, The Wharton soil series consists of deep, The Wharton soil series consists of deep, Wharton soil series consists of deep, Wharton soil series consists of deep, soil series consists of deep, soil series consists of deep, series consists of deep, series consists of deep, consists of deep, consists of deep, of deep, of deep, deep, deep, moderately well drained soils on uplands. They formed in material weathered from shale and well drained soils on uplands. They formed in material weathered from shale and well drained soils on uplands. They formed in material weathered from shale and drained soils on uplands. They formed in material weathered from shale and drained soils on uplands. They formed in material weathered from shale and soils on uplands. They formed in material weathered from shale and soils on uplands. They formed in material weathered from shale and on uplands. They formed in material weathered from shale and on uplands. They formed in material weathered from shale and uplands. They formed in material weathered from shale and uplands. They formed in material weathered from shale and They formed in material weathered from shale and They formed in material weathered from shale and formed in material weathered from shale and formed in material weathered from shale and in material weathered from shale and in material weathered from shale and material weathered from shale and material weathered from shale and weathered from shale and weathered from shale and from shale and from shale and shale and shale and and and siltstone. Typically these soils have a dark grayish brown silt loam surface layer 9 inches thick. Typically these soils have a dark grayish brown silt loam surface layer 9 inches thick. Typically these soils have a dark grayish brown silt loam surface layer 9 inches thick. these soils have a dark grayish brown silt loam surface layer 9 inches thick. these soils have a dark grayish brown silt loam surface layer 9 inches thick. soils have a dark grayish brown silt loam surface layer 9 inches thick. soils have a dark grayish brown silt loam surface layer 9 inches thick. have a dark grayish brown silt loam surface layer 9 inches thick. have a dark grayish brown silt loam surface layer 9 inches thick. a dark grayish brown silt loam surface layer 9 inches thick. a dark grayish brown silt loam surface layer 9 inches thick. dark grayish brown silt loam surface layer 9 inches thick. dark grayish brown silt loam surface layer 9 inches thick. grayish brown silt loam surface layer 9 inches thick. grayish brown silt loam surface layer 9 inches thick. brown silt loam surface layer 9 inches thick. brown silt loam surface layer 9 inches thick. silt loam surface layer 9 inches thick. silt loam surface layer 9 inches thick. loam surface layer 9 inches thick. loam surface layer 9 inches thick. surface layer 9 inches thick. surface layer 9 inches thick. layer 9 inches thick. layer 9 inches thick. 9 inches thick. 9 inches thick. inches thick. inches thick. thick. thick. The subsoil from 9 to 22 in. is yellowish brown silt loam and silty clay loam from 22 to 31 in. is subsoil from 9 to 22 in. is yellowish brown silt loam and silty clay loam from 22 to 31 in. is subsoil from 9 to 22 in. is yellowish brown silt loam and silty clay loam from 22 to 31 in. is from 9 to 22 in. is yellowish brown silt loam and silty clay loam from 22 to 31 in. is from 9 to 22 in. is yellowish brown silt loam and silty clay loam from 22 to 31 in. is 9 to 22 in. is yellowish brown silt loam and silty clay loam from 22 to 31 in. is 9 to 22 in. is yellowish brown silt loam and silty clay loam from 22 to 31 in. is to 22 in. is yellowish brown silt loam and silty clay loam from 22 to 31 in. is to 22 in. is yellowish brown silt loam and silty clay loam from 22 to 31 in. is 22 in. is yellowish brown silt loam and silty clay loam from 22 to 31 in. is 22 in. is yellowish brown silt loam and silty clay loam from 22 to 31 in. is in. is yellowish brown silt loam and silty clay loam from 22 to 31 in. is in. is yellowish brown silt loam and silty clay loam from 22 to 31 in. is is yellowish brown silt loam and silty clay loam from 22 to 31 in. is is yellowish brown silt loam and silty clay loam from 22 to 31 in. is yellowish brown silt loam and silty clay loam from 22 to 31 in. is yellowish brown silt loam and silty clay loam from 22 to 31 in. is brown silt loam and silty clay loam from 22 to 31 in. is brown silt loam and silty clay loam from 22 to 31 in. is silt loam and silty clay loam from 22 to 31 in. is silt loam and silty clay loam from 22 to 31 in. is loam and silty clay loam from 22 to 31 in. is loam and silty clay loam from 22 to 31 in. is and silty clay loam from 22 to 31 in. is and silty clay loam from 22 to 31 in. is silty clay loam from 22 to 31 in. is silty clay loam from 22 to 31 in. is clay loam from 22 to 31 in. is clay loam from 22 to 31 in. is loam from 22 to 31 in. is loam from 22 to 31 in. is from 22 to 31 in. is from 22 to 31 in. is 22 to 31 in. is 22 to 31 in. is to 31 in. is to 31 in. is 31 in. is 31 in. is in. is in. is is is brown silt loam and from 31 to 46 in. is dark yellowish brown silty clay loam the substratum silt loam and from 31 to 46 in. is dark yellowish brown silty clay loam the substratum silt loam and from 31 to 46 in. is dark yellowish brown silty clay loam the substratum loam and from 31 to 46 in. is dark yellowish brown silty clay loam the substratum loam and from 31 to 46 in. is dark yellowish brown silty clay loam the substratum and from 31 to 46 in. is dark yellowish brown silty clay loam the substratum and from 31 to 46 in. is dark yellowish brown silty clay loam the substratum from 31 to 46 in. is dark yellowish brown silty clay loam the substratum from 31 to 46 in. is dark yellowish brown silty clay loam the substratum 31 to 46 in. is dark yellowish brown silty clay loam the substratum 31 to 46 in. is dark yellowish brown silty clay loam the substratum to 46 in. is dark yellowish brown silty clay loam the substratum to 46 in. is dark yellowish brown silty clay loam the substratum 46 in. is dark yellowish brown silty clay loam the substratum 46 in. is dark yellowish brown silty clay loam the substratum in. is dark yellowish brown silty clay loam the substratum in. is dark yellowish brown silty clay loam the substratum is dark yellowish brown silty clay loam the substratum is dark yellowish brown silty clay loam the substratum dark yellowish brown silty clay loam the substratum dark yellowish brown silty clay loam the substratum yellowish brown silty clay loam the substratum yellowish brown silty clay loam the substratum brown silty clay loam the substratum brown silty clay loam the substratum silty clay loam the substratum silty clay loam the substratum clay loam the substratum clay loam the substratum loam the substratum loam the substratum the substratum the substratum substratum substratum from 46 to 80 inches is brown shaly silty clay loam. Slopes range from 0 to 35 percent. The soil involved this construction project reveals some limitations. Some important facts and soil involved this construction project reveals some limitations. Some important facts and soil involved this construction project reveals some limitations. Some important facts and involved this construction project reveals some limitations. Some important facts and involved this construction project reveals some limitations. Some important facts and this construction project reveals some limitations. Some important facts and this construction project reveals some limitations. Some important facts and construction project reveals some limitations. Some important facts and construction project reveals some limitations. Some important facts and project reveals some limitations. Some important facts and project reveals some limitations. Some important facts and reveals some limitations. Some important facts and reveals some limitations. Some important facts and some limitations. Some important facts and some limitations. Some important facts and limitations. Some important facts and limitations. Some important facts and Some important facts and Some important facts and important facts and important facts and facts and facts and and and significant limitations that need to be addressed are: - Piping in this soil is a concern. Soil must be considered susceptible to caving of cut banks. Piping in this soil is a concern. Soil must be considered susceptible to caving of cut banks. It is imperative that appropriate precautions be taken to safeguard workers during trenching and excavation operations. All applicable OSHA standards and regulations should be implemented at all times. Trench boxes are required. No shortcut is worth a human life. - This soil must be considered corrosive to concrete and steel. Suitable precautions and testing This soil must be considered corrosive to concrete and steel. Suitable precautions and testing of soil may be necessary are to protect underground concrete and steel pipe casing such as epoxy coating manholes. - Soils are considered erodible. Strict compliance with recommendations of plan sand narrative Soils are considered erodible. Strict compliance with recommendations of plan sand narrative must be followed. - Trench plugs may be needed to stop lateral flow of water encountered by pumped discharge Trench plugs may be needed to stop lateral flow of water encountered by pumped discharge with filterbag will be required. - Soil must be considered low strength and landslide prone. This soil is not to be used as a Soil must be considered low strength and landslide prone. This soil is not to be used as a fill material. - Soil must be considered a poor source of topsoil.Soil must be considered a poor source of topsoil.
