859 – INTELLIGENT TRAN SPORTATION SYSTEM (ITS) 800-135 Use powdered soapstone, talc or other approved lubricant when inserting conductors in conduit. Pencil, trim to conical shape and roughen conductor insulation before applying splice insulation. When conductors and cables are pulled into the conduit, tape all ends to exclude moisture until the splices are made or terminal appliances are attached.
l.Bonding and Grounding. When a closed system enclosed in conduit is used, bond metallic cable sheaths, conduit and metal standards to form a continuous system, and effectively ground. When an open system such as an overhead wiring or direct burial underground is used, effectively ground only standards and service points, except where conduit runs used under pavement cross a water system. Install ground electrodes as sh own in the Contract Documents.
m.Communication Link Tests. After all the connections have been completed, test communications as noted in Contact Documents.
n.Documentation. Provide documentation as noted in Contract Documents. 859.4 MEASUREMENT AND PAYMENT The Engineer will measure the Intelligent Transportation System by the Lump Sum. All utility hookups, utility transformers, excavation, b ackfilling, Grade 3.0 concrete and testing for the Intelligent Transportation System are subsidiary. Payment for "Intelligent Transportation System" at the contract unit price is full compensation for the specified work. 860 – BASEDRAINS 800-136 SECTION 860 BASEDRAINS 860.1 DESCRIPTION Construct the designated type of basedrain as shown in the Contract Documents. B I D I T E M S U N I T S *Pipe Basedrains (**) Linear Foot *Size, Diameter **Type 860.2 MATERIALS Provide materials that comply w ith the applicable requirements. Concrete and Grout ............................................................................................... SECTIONS 401 & 402 Aggregates for Concre te Not On Grade ................................................................ SECTION 1102 Aggregates fo r Backf ill ......................................................................................... DIVISION 1100 Basedrain Pipe Type Designation F Perforated Corrug ated Metal Pipe ........................................................... DIVISION 1900 H Polyvinyl Chlo ride Pipe .......................................................................... DIVISION 1900 T High-Density Poly ethylene Pipe ............................................................. DIVISION 1900 Basedrain Outlet Pipe G Corrugated Metal Pi pe ............................................................................ DIVISION 1900 K Polyvinyl Chlo ride Pipe .......................................................................... DIVISION 1900 S High-Density Polyethylene Pipe ............................................................. DIVISION 1900 If the type is not indicated in the Contract Document s, any of the types listed above are permitted. Provide basedrain pipes with a nominal minimum inside diameter of 6 inches, unless shown otherwise in the Contract Documents. Provide perforated or corrugated basedrain pipe with the same type of outlet pipe. 860.3 CONSTRUCTION REQUIREMENTS
a.Excavation for Pipe Basedrains. Excavate trenches for all lateral and longitudinal interceptor drains as shown in the Contract Documents. Construct trench bottoms for perforated pipe in firm material to permit the placing of aggregate for pipe underdrains underneath the pipe. If unstable material is encountered in the bottom of th e trench, place the drain pipe on an insulating course of aggregate for pipe basedrains of sufficient thickness (maximum 3 inches) to provide proper movement of water without danger of sealing off the drain, and to maintain proper alignment and grade of the pipe. Insulating courses of aggregate are only permitted under perforated pipe. The minimum trench width is 8 inches plus the exterior diameter of the underdrain pipe, unless shown otherwise in the Contract Documents. Basedrains shall be place a minimum of 18 inches below the base of the pavement.
b.Laying Basedrain Pipe. Lay all pipes on a minimum grade of 1%, unless otherwise shown in the Contract Documents. Close all dead ends of pipe underdrains with a cap of the same material as the pipe. Join metal pipe by means of approved coupling bands provided by the pipe manufacturer. Make all junctions and turns with wyes, tees and bends. When fiel d cutting is required, cold or flame cut metal pipe as approved by the Engineer. Paint cut surf aces with an approved zinc-rich paint. Lay perforations down, unless shown otherwise in the Contract Documents. 860 – BASEDRAINS 800-137
c.Laying Outlet Pipe. Lay outlet pipe only on stable material with minimum of 1% grade, unless otherwise shown in the Contract Documents. Place me tal outlet pipe with ends abutting and join with manufacturer’s coupling bands to provide a watertight joint.
d.Backfilling Pipe Basedrains. Do not begin backfill with out approval of the Engineer. Place backfill to prevent large cavities in the backfill and walls of the trench. Where a portion of the trench above the basedrain ba ckfill aggregate is to be filled with soil, use a compactable material. Place the material in layers and compact to a density equal to or greater than that required for the adjacent material, with a minimum of 90 % of standard compaction of the soil used.
e.Pipe Basedrain Outlets. Use a concrete flume or other approved type of flume, constructed at the outlet end of pipe underdrains as shown in the Contract Documents. Use Grade 3.0 concrete to construct the outlet flume so that the flume is flush with the finished shoulder slope.
f.Construction Near Guardrails. Where a basedrain will be construc ted in a section of highway with guardrail, adjust the placement of the outle t pipe so that guardrail posts will not be driven within 1 foot of the outlet pipe. Conduct a mandrel test after driv ing the guardrail posts by pushing a pi ece of flexible pipe through the outlet pipes to ensure the outlet was not damaged. Replace all damaged outlets.
g.Basedrain Markers. Erect 1 guidepost to mark each outlet flum e for pipe basedrains, at the location shown in the Contract Documents. Use either a 6 inch diameter treated wood post or a 3 pound per foot galvanized or baked-on enamel metal channel post. Set guideposts according to SECTION 827 .
1.Wood Guideposts. Apply 2 coats of aluminum paint to the upper 18 inches of the wooden post. Apply a third coat of International Orange enamel paint to the upper 12 inches of the wooden post.
2.Metal Guideposts. Apply 1 coat of International Orange enamel paint to the upper 12 inches of the galvanized or baked on enamel metal channel post.
h.Video Inspection. When specified in the Contract Do cuments, inspect completed basedrains immediately before placing final surfacing. Use a pipeli ne inspection camera to determine if the basedrain is functioning properly. Beginning at the rodent screen, push the camera through the outlet pipe and into the drain system. Push the camera into the drain until there is resistance against further movement, the end of the pipe segment is reached, or for 200 feet, and record this distance. Use the camera as a mandrel for determining locations of compressed pipes where they are foun d. Document all observed failures, including blockages, rips, separations, backfill in the pipe, crushed pipe, and any other flaws that could prevent the basedrain from functioning properly. Record all digital observations and data and submit a repo rt to the Engineer. Correct any deficiencies at the Contractor’s expense. Provide certification that th e installed basedrain system is functioni ng properly before formal acceptance of the project. For the video inspection, provide a video camera complying with the following requirements: high resolution, high sensitivity, waterproof and color; ability to pan and tilt to a 90° angle with the axis of the pipe and rotate 360°; capable of negotiating the various angle fittings used in the edge drain system; with sufficient lighting to provide a true color picture of the entire periphery of the diameter of the pipe; and with attachments that will maintain the cam era’s position in the center of the pipe. Provide a portable control unit of the video came ra complying with the following requirements: capable of adjusting the iris, fo cus, and light level intensity; has a color monitor (8-inch minimum) with a minimum standard resolution of 720 x 480 pixels to track the camera’s progress th rough the inspections; have 2 video input/output jacks for video recording, as well as digital playback verification through the built-in monitor; and have audio input to allow for dubbing of the video to incorporate comments as necessary. 860 – BASEDRAINS 800-138 Provide a video camera system comply ing with the following requirements: has sufficient cable/push rod to conduct inspections to a length of 500 feet, and a distance counter to monitor the length of the inspection; and have a color video printer that will produce color pr ints of any observations of interest during the course of the inspection; include a digital video recorder (minimum quality 4-head industrial grade VHS type) with audio dubbing still frame and slow speed capabilities; and has software capable of generating a report that shows each defect, along with its location measured from the inspection entrance, and a still frame image of the fault. Provide an experienced video technician to operate the video camera system. 860.4 MEASUREMENT AND PAYMENT The Engineer will measure pipe basedrains by the linear foot. The Engineer will measure and pay for guidepo sts used for basedrain markers according to SECTION 827 , and the quantities will be included in the quantity of guideposts shown in the Contract Documents. Payment for "Pipe Basedrains" at the contract unit prices is full compensation for the specified work. 901 –STORMWATER POLLUTION MANAGEMENT
900-1 Section 901
STORMWATER POLLUTION MANAGEMENT 901.1 DESCRIPTION Design, implement, inspect and main tain appropriate best management practices to minimize or eliminate erosion, sediment and other pollutants in stormwater runoff from the project. B I D I T E M S U N I T S SWPPP Design Lump Sum SWPPP Inspection Each Water Pollution Control Manager Each Stormwater Compliance Disin centive Assessment Lump Sum 901.2 MATERIALS None Required. 901.3 CONSTRUCTION REQUIREMENTS a. Permits.
1.Projects with 1.0 acre or more of erodible surface: KDOT (or th e local governmental agency) will submit the Notice of Intent (NOI) for authorization to di scharge stormwater runoff from construction activities in accordance with the Kansas Water Pollutio n Control General Permit. This author ization does not cover Contractor plant sites and Contractor-Furnished borrow and waste sites outside the project limits.
2.Projects with less than 1.0 acre of erodible surface: Kansas General Permit coverage is not required. The Contractor is required to comply with subsection 901.3b. and use appropriate Best Management Practices (BMPs) to minimize stormwater pollution. A Storm Water Pollution Prevention Plan (SWPPP) ( subsection 901.3c.) is not required. Inspection and Maintenance Reports ( subsection 901.3e.) are not required. A Water Pollution Control Manager ( subsection 901.3d. ) is not required. Stormwater Erosion Control Conferences ( subsection 901.3f. ) are not required.
b.General. When Contractor-furnished borrow or plant sites are outside the project limits, obtain all required permits and clearances required for compliance, SECTION 107 . Provide copies of all such permits and clearances to the Engineer. Take all measures necessary to minimize or eliminate erosion, sediment and other pollutants in stormwater runoff from the project and project related borrow areas. Assume responsibility for inspection and maintenance of all erosion and sediment control measures within the project limits, whether originally implemented by the Contractor, KDOT or a third party. Obtain information regarding the SWPPP and active Best Management Practices (BMPs) from the Area Engineer. Maintenance or removal of BMPs not installed by the Contractor may be considered Extra Work, SECTION 104 , unless addressed by other items of the contract (e.g. sediment removal). Install devices to establish a perimeter control of the project in areas where it is anticipated that stormwater runoff will leave the project. Install perimeter control devices prior to or simultaneously with the clearing and grubbing operations. Do not perfor m grading until perimeter control devices are in place and approved by the Engineer. Unless requested in writing from the Contractor, and approved in writing by the Engineer, or specified otherwise in the Contract Documents, do not exceed 750,000 square feet of surface area of erodible earth material per equipment spread at one time. The Engineer will lim it the surface area of erodible earth material exposed by clearing and grubbing, excavation, borrow (within right-of-way) and embankment operations. Limit the exposed erodible earth material according to the capability and progress, and in k eeping with the approved schedule. Areas will not count toward the 750,000 square f eet limit, when the following conditions are met: For areas that will not be disturbed again due to project phasing: Finish grade the completed area; 901 –STORMWATER POLLUTION MANAGEMENT
900-2 Stabilize and maintain stabilization according to SECTION 902 ; and
Do not disturb the area again without a written re quest from the Contractor and written approval from the Engineer; For areas that will be disturbed again due to project phasing: Rough grade; and Stabilize and maintain stabilization according to SECTION 902 . DO NOT clear and grub areas unless work will actively be performed in the exposed area (or portions of the exposed area) within 7 calendar days on exposed steep slope areas (40% or greater) or within 14 calendar days for all other exposed areas. If areas are cleared and grubbed and not finish graded, not part of project phasing and no meaningful work toward the completion of the bid item is performed within the exposed area (or portions of the exposed area) for 7 calendar days on exposed steep slope areas (40% or greate r) or 14 calendar days for all other exposed areas, stabilize and maintain stabilization of the exposed areas according to SECTION 902 at no cost to KDOT. If on-site or state-furnished off-site borrow areas are to be excavated below the ground water elevation, construct a temporary berm around the borrow area to prev ent stormwater runoff from en tering the excavated area. Do not ford live streams with construction equipment. Restrict construction operations in rivers, streams and other water impoundments to those areas that must be entered for the construction of temporary or permanent structures. Only use clean aggregate fill for temporary crossing, work platforms, etc. When no longer required, promptly remove all falsework, piling, temporary crossings and other obstructions caused by the construction. Where practical, do not store equipment or materials (including soil stockpiles) within 50 feet of rivers, streams or other surface waters. Avoid storing equipment or materials (including soil stockpiles) in flowlines of ditches or other drainage courses. Where such storage is necessary, obtain the Engineer’s written approval and include in the project SWPPP appropriate best management practices for the storage area. Install and maintain temporary erosion and pollution control devices as shown in the Contract Documents, SECTION 902 , the SWPPP and as directed by the Engineer. Implement temporary erosion and pollution control with best management practices (BMPs) as described in the SWPPP. At a minimum, perform the following: Use temporary best management practices to minimize or eliminate pollutant discharge resulting from the construction of the project; Use temporary best management practices to prev ent contamination of adjacent streams or other watercourses, lakes, ponds or other areas of water impoundment; Coordinate temporary best management practices with the construction of permanent erosion control features to provide continuous erosion control; Schedule construction of drainage structures and permanent erosion control features as soon as practicable; and Immediately initiate placement of appropriate erosion control Best Management Practices (BMPs) in any exposed steep slope areas (40% or greater) wh ere construction activities have permanently or temporarily ceased, and will not resume for a peri od exceeding 7 calendar days. For vegetative cover areas, in addition to seeding, watering, mulching, an d any other required activities related to the planting and establishment of vegetation, utilize other appropri ate erosion control practices such as geotextiles or erosion control mats. Immediately initiate temporary stabilization on areas that have been disturbed after construction activities have permanently ceased on that portion of the project site . Immediately initiate temporary stabilization measures on areas that have been disturbed after construction activities have temporarily ceased on that portion of the project site if constr uction activities will not resume for a period exceeding 14 calendar days. Temporary stabilization may include temporary seeding, geotextiles, mulches or other techniques to reduce or eliminate erosion until either final stabilization can be achieved or until further construction activities take place to re-disturb the area. Notify the Engineer in writing within 24 hours of any chemical, sewage or other material spill which is required to be reported to the KDHE under part 10 of the NPDES permit. The notification shall include at a 901 –STORMWATER POLLUTION MANAGEMENT
900-3 minimum the material spilled, location of the spill, and a description of containment or remediation actions taken.
This notice to the Engineer does not relieve the Contractor of responsibility to report to the KDHE or to any other agency. If temporary erosion and pollution control is not implemented and maintained according to this specification, the approved SW PPP, or the NPDES permit, the Area/Metro Engineer may suspend all or part of the work on the project until conditions are brought into co mpliance, as determined by the Area/Metro Engineer. KDOT will not issue the Notice of Acceptance, SECTION 105 , until all necessary maintenance, corrective actions, removal of unnecessary devices and temporary stabilization is comp leted for the project. Failure to complete this work within the contract time may result in liquidated damages, SECTION 108 . All SWPPP related documentation including the origin al SWPPP, all revisions/amendments, and inspection reports shall be retained by the Engi neer upon Acceptan ce of the project.
c.Project Storm Water Pollution Prevention Plan (SWPPP). Before the preconstruction conference, submit to the Field Engineer a minimum of 3 original copi es of the SWPPP. No contract work may begin until the Field Engineer has ap proved the SWPPP. Design the SWPPP to comply with the NPDES permit fo r the project. At a minimum, the project SWPPP shall include: the SWPPP Inspection and Maintenance Report Forms (KDOT Form No. 247); The planned sequence of major construction activities; the Contractor’s Erosion Control Site Plan; the SWPPP Contractor Certification Form 246. The Contractor and all subcon tractors are required to certify that they understand the terms and conditions of the general NPDES permit. The Engineer will provide the SWPPP Certification Form (Form No. 24 6), or it can be found on the KDOT Internet; a copy of the Project Notice of Intent Form (NOI) for Stormwater Runoff from Construction Activities. (obtained from KDOT); An acknowledgement that State and Local requirement s have been included in the SWPPP. Review all applicable permits (Corps of Engineers, Depart ment of Agriculture, etc.) for special conditions affecting stormwater pollution control; Reference Contract Documents pertaining to temporary erosion and water pollution control. KDOT standard specifications, contractual special provisions and the policy on Storm Water Discharges can be found on the KDOT Internet at www.ksdot.org ; A detailed description of Best Management Practices (BMPs) which will be used one or more times at the site for erosion and sediment control. Design, install and maintain BMPs to: Control stormwater volume and velocity within the site; Control stormwater discharges; Minimize the amount of soil exposed during construction activity; Minimize the disturbance of steep slopes (slopes of 40% or greater); Minimize sediment discharges from the site; Control discharges from sediment or soil stockpiles; Minimize the generation of dust; Minimize off-site tracking of soils; Provide storm drain inlet protection for inlets down gradient of sites not fully stabilized or where construction will soon be started; Design, install, implement and maintain additional BMPs to minimize or eliminate contamination of stormwater runoff to: Minimize discharge of pollutants from equipment and vehicle washing; Minimize the exposure of construc tion waste, trash, pesticides, herbicides, detergents, sanitary waste and other materials present on the site to precipitation and to stormwater; Minimize the discharge of pollutants from spills and leaks and implement chemical spill and leak prevention and response procedures; BMPs in this category include but are not limited to: Waste management including trash containers and regular site cleanup for proper disposal of solid waste such as scrap material, product/mater ial shipping waste, food containers and cups; Containers and proper disposal for waste paints, solvents, and cleaning compounds; 901 –STORMWATER POLLUTION MANAGEMENT
900-4 Portable toilets for proper disposal of sanitary waste;
Storage for construction materials away from drainage courses and low areas. Update the erosion control site plan as work progresses to show changes due to revisions in work schedules or sequence of construction, or as directed by the Engineer. Update the site map to reflect erosion control devices that have been installed or removed.
d.Water Pollution Control Manager. Designate a Water Pollution Control Manager (WPCM) who shall visit the project during normal work hours on a frequent ba sis and in no instance less than once per week until all physical work is complete and the Engi neer issues the Notice of Acceptance or a partial Notice of Acceptance. The required 180 day observation period for pavement markings is not considered to be physical work. The WPCM shall thoroughly review the project and SWPPP documentation during these site visits to verify the Contractor’s compliance with this specification and with the NPDES permit. In addition, the WPCM shall: Have the authority to supervise all work performed by the Contractor and subcontractors that involves stormwater requirements or af fects stormwater compliance; Have the responsibility to order Contractor employees and subcontractors to take appropriate corrective action to comply with stormwater require ments, including requiring any such person to cease or correct a violation of stormwater requireme nts and to order or recommend such other actions or sanctions as necessary to meet stormwater requirements; Be familiar with the Project SWPPP; Be responsible for updating the Pr oject SWPPP and site maps to accurately reflect the BMPs in use on the project; Be the point of contact for KDOT regarding stormwater compliance; Have completed KDOT’s Environmental Inspector Training (EIT) and Environmental Manager Training (EMT) programs within the 12 months prior to beginning construction activities. Maintain these certifications for the duration of the project; Review and sign SWPPP inspection reports within 3 days after receiving such reports, acknowledging awareness of any deficiencies and ensuri ng the correction of all deficiencies. Maintain and monitor an activ e email account capable of recei ving electronic communications including inspection reports, photos and other documents relevant to stormwater compliance. The WPCM may, when approved by the Engin eer, perform SWPPP Inspections according to subsection 901.3e . Immediately notify the Engineer in writing if the designated WPCM is replaced. The replacement WPCM shall comply with the above requirements, except that they shall have completed the training requirements within the 12 months prior to assuming WPCM duties. The notification shall include training certificates and contact information for the replacement WPCM.
e.SWPPP Inspections. The Contractor’s Environmental Inspector shall have completed KDOT’s Environmental Inspector Training (EIT) and maintain a current certification while performing SWPPP Inspections. KDOT’s Inspector and the Contractor’s Environmental Inspector shall perform a joint inspection of the temporary erosion and pollution control devices every 14 days during normal work hours and within 24 hours of a rainfall event of ½ inch or more. Continue inspections at this frequency until all physical work is complete and the Engineer issues the Notice of Acceptance or a partial Notice of Acceptance. The required 180 day observation period for pavement markings is not considered to be physical work. Document the SWPPP inspections on KDOT Form 247, (SWPPP Inspection and Maintenance Report). KDOT and Contractor Inspectors shall each sign the report. Correct any deficiencies noted duri ng a SWPPP Inspection within 7 days of the inspection despite weather conditions that make it difficult (but not impossible) to perform corrections. No additional time shall be granted for making corrections on the basis of weather unless it is physically impossible due to flooding or frozen ground conditions for the Contractor to complete the corrections within the 7 days allowed. No additional time will be granted to complete corrective actions unless ap proved by the Stormwater Compliance Engineer. Submit completed copies of KDOT Form 247 to the Area/Metro Engineer and the Contractor’s WPCM within 24 hours after an inspection has been made. 901 –STORMWATER POLLUTION MANAGEMENT
900-5 The WPCM shall review and sign the report within 3 calendar days of receiving the completed inspection
report. The WPCM’s signature acknowle dges awareness of all reported deficien cies and corrective actions required to be taken within 7 calendar days of the inspection. The Contractor Inspector’s signature acknowledges awareness of all reported deficiencies and corrective actions required to be taken within 7 calendar days of the inspection. The obligation to conduct formal inspections and comple te an associated report every 14 days and within 24 hours of a rainfall event of ½ inch or more does not limit or otherwise modify the Contractor’s obligation to monitor and maintain temporary erosion and pollution control devices daily.
f.Stormwater Erosion Control Conferences. Each project shall have a stormwater erosion control pre- construction conference before the start of construction activities. KDOT and the Contractor shall also hold stormwater erosion control c onferences before the start of each major phase of construction and before the winter shutdown period begins. These conferences shall be attended by the KDOT Area/Metro Engineer, the WPCM, and Environmental Inspector(s) for the Project, and any erosion control subcontractor(s). The attendance sheet and minutes of the conference will be kept in the SWPPP notebook.
g.Stormwater Compliance Disincentive Assessment. If deficiencies noted during SWPPP inspections performed according to subsection 901.3e. are not corrected within 7 calendar days of the inspection, the Contractor shall be liable for a disincentive assessm ent. The disincentive assessment charged and owing shall be fifty dollars ($50) per day for each defi ciency not corrected. Should an event causing flooding or frozen ground conditions make it impossible to perform corrections within the allowed time, notify the Area/Metro Engineer an d the Stormwater Compliance Engineer within 48 hours of the event. Within 3 days of the notification, submit in writing an explanation and description of the reasons for the delay; the anticipated duration of the delay; all actions taken or to be taken to prevent or minimize the delay; and a schedule for implementation of any measures to be taken to prevent or mitigate the delay. Include with the submittal any relevant documentation supporting the claim that the delay is due to impossible conditions and that best efforts were made to complete the required correctio ns and to minimize any delay to the extent possible. No additional time will be granted to submit the required in formation unless approved in writing by the Stormwater Compliance Engineer. The Engineer will deduct and withhold from contract funds the Stormwater Compliance Disincentive Assessment under subsection 901.3g . The assessments are to be computed in the same manner as damages under SECTION 108 (Liquidated Damages and Disincentive Assessments) except calendar days include Sundays, Holidays and the Winter Holiday Period. If contract funds are insufficient, the Contractor shall pay KDOT the balance owed. If the Contractor fails to pay KDOT the amount owed within 10 days after demand from KDOT, the Contractor shall be considered in breach of contract under SECTION 108 . The disincentive assessments under subsection 901.3g. are in addition to federal and state statutory penalties and fines that are allowed against the Contractor under the Clean Water Act and other environmental laws for violations of those laws. See also subsection 901.3h .
h.Penalties and Fines. Nothing in SECTION 901 prevents KDHE, EPA or both from assessing penalties and fines against the Contractor because of the Contractor’s failure to comply w ith applicable laws, regulations, ordinances, NPDES permit, other permits, the SWPPP, governmental administrative compliance orders or corrective orders for the Project, or a combination thereof. Nothing in this SECTION 901 prevents KDHE, EPA, or both from assessing penalties and fines against the Contractor because of the Contractor’s failure to comply with an administrative claims settlement or consent decree that governs KDOT projects and that is included in the Proposal Form or that is added “Extra Work”, SECTION 104 . Understand that penalties/fines may be imposed against KDOT, the Contractor, or both because of “shared” responsibility/liability under ap plicable environmental law, regulations , ordinances; the NPDES permit, other permits, the SWPPP, administrative corr ective action orders, administrative claims settlements, consent decrees, legal judgments or a combination thereof. The Contractor shall have no claim that such shared responsibility/liability voids the Contractor’s liability for disincentive assessments under subsection 901.3g. or for penalties/fines under subsection 901.3h . 901 –STORMWATER POLLUTION MANAGEMENT
900-6 901.4 Measurement and Payment
The Engineer will measure each SWPPP inspection pe rformed in compliance w ith this specification. The Engineer will measure each Wa ter Pollution Control Manager (WPC M). Each is defined as each calendar week (Sunday-Saturday) that the Contractor provides a WPCM according to subsection 901.3.d . Each week will be measured only once, regardless of the number of site visits or time spent performing WPCM duties for that week. The Engineer will measure SWPPP design for payment as a lump sum upon the Area Engineer’s approval. All revisions or updates to the SWPPP shall be subsidiary. The Engineer will assess disincentives under the bid item "Stormwater Compliance Disincentive Assessment" by the Lump Sum. 902 –TEMPORARY EROSION AND SEDIMENT CONTROL
900-7 Section 902
TEMPORARY EROSION AND SEDIMENT CONTROL 902.1 DESCRIPTION Install, maintain and remove temporary erosion and pollution control devices as required during the construction of the project. B I D I T E M S U N I T S Temporary Berm (Set Price) Linear Foot Temporary Slope Drain Linear Foot Silt Fence Linear Foot Biodegradable Log (***) Linear Foot Synthetic Sediment Barrier Linear Foot Filter Sock (***) Linear Foot Temporary Ditch Check (Rock) Cubic Yard Temporary Inlet Sediment Barrier Each Temporary Sediment Basin Cubic Yard Temporary Stream Crossing Each Sediment Removal (Set Price) Cubic Yard Temporary Fertilizer (**) Pound Temporary Seed (**) Pound Soil Erosion Mix Pound Temporary Seeding Lump Sum Erosion Control (*)(**) Square Yard Mulching (Temporary) Ton Water (Erosion Control) (S et Price) M Gallon Geotextile (Erosion Control) Square Yard * Class ** Type *** Size 902.2 MATERIALS Provide erosion control devices, sediment barriers, fe rtilizers, seeds, soil erosion mix, erosion control materials and mulch that comply with DIVISION 2100 . Provide aggregate that complies with aggregate ditch lining, D 50 = 6 inches, DIVISION 1100 . Existing aggregate from the project may be used under this specificati on, provided all applicable physical requirements are met. Provide water for erosion control that complies with DIVISION 2400 . Provide geotextile (erosion control) that complies with DIVISION 1700 for separation geotextile. Provide metal pipe, plastic pipe or flexible rubber pipe for temporary slope drains. The Engineer will accept the material for temporary slope dr ain based on the condition of the pipe and visual inspection of the installed drain. 902.3 CONSTRUCTION REQUIREMENTS
a.General. If the contract does not include temporary erosion and sediment control bid items, and such work is required, items will be added as provided for in SECTION 104 . Use KDOT’s Temporary Erosion Control Manual and standard plan sheets or approved alternate reference documents as a guide for the design, installation and maintenance of temporary erosion and sediment control best management practices (BMPs.). Alternate BMP references include: EPA – Stormwater Menu of BMP: (http://water.epa.gov/polwaste/npdes/swbmp/Cons truction-Site-Stormwater-Run-Off-Control.cfm ) Mn/DOT – Erosion and Sediment Control Pocketbook Guide: 902 –TEMPORARY EROSION AND SEDIMENT CONTROL
900-8 (http://www.dot.state.mn.us/environment/e rosion/pdf/2006mndotecf ieldhandbook.pdf )
NDOR – Construction Stormwater Pocket Guide: (http://www.transportation.nebraska.gov/enviro nment/guides/Const-Strmwtr-Pocket%20Guide.pdf ) Additional reference material available on KDOT’s internet website: (http://www.ksdot.org/bureaus/burconsmain/Connections/swppp.asp ).
b.Temporary Berms. Use temporary berms to divert storm runoff to stabilized slopes or temporary slope drains. Construct temporary berms as shown in the Contract Documents. Compact the berms until no further consolidation is observed, using a dozer track, grader wheel or other equipment.
c.Temporary Slope Drains. Use temporary slope drains to carry storm runoff down fill slopes and cut backslopes. Construct the temporary slope dr ains as shown in the Contract Documents.
d.Silt Fence. Install silt fence for slope barriers or ditch checks as shown in the SWPPP. When conditions warrant, supplement the temporary silt fence with a support fence. Reduce the post spacing and drive the posts further in the ground in low and soft, swampy areas. Remove and dispose of sediment deposits when the deposit approaches ⅓ the height of the silt fence. Dispose of sediment on the project at locations approved by the Engineer. When necessary, stabilize the material as directed by the Engineer.
e.Biodegradable Logs. Install biodegradable logs for slope barriers or ditch checks as shown in the SWPPP. Remove and dispose of sediment deposits when the deposit approaches ½ the height of the biodegradable log. Do not use straw logs for ditch checks or inlet sediment barriers. Dispose of sediment on the project at locations approved by the Engineer. When necessary, stabilize the material as directed by the Engineer.
f.Synthetic Sediment Barriers. Install synthetic sediment barriers for slope barriers or ditch checks as shown in the SWPPP. Remove and dispose of sediment deposits when the deposit approaches ½ the height of the barrier. Dispose of sediment on the project at locations approved by the Engineer. When necessary, stabilize the material as directed by the Engineer.
g.Filter Sock. Install filter socks with approv ed filler as shown in the SWPPP. Use coarse aggregate filler for protection of curb and gutter inlets.
h.Temporary Ditch Check (Rock). Use rock to construct temporary rock ditch checks as shown in the SWPPP or the Contract Documents. When deposits reach approximately ½ the height of the temporary rock ditch check, remove and dispose of the accumulated sediment. Dispose of sediment on the project at locations approved by the Engineer. When necessary, stabilize the material as directed by the Engineer.
i.Temporary Inlet Sediment Barrier. Use any of the materials listed in the Contract Documents or the SWPPP to construct temporary inlet sediment barriers. Pr efabricated protection devices or alternative systems may be used with the Engineer’s approval. Provide the Engineer with a complete description, literature, test reports, etc. on the proposed system. Submit this information with the SWPPP documents for approval under subsection 901.3.c . When temporary silt fence is used, reduce post spacing and drive the posts further into the ground in low and soft, swampy areas. Remove and dispose of the sediment when deposits reach approximately ⅓ the height of the silt fence. When synthetic sediment barriers are used, remove and dispose of the sediment when deposits reach approximately ½ the height of the barrier. Dispose of sediment on the project at locations approved by the Engineer. When necessary, stabilize the material as directed by the Engineer. 902 –TEMPORARY EROSION AND SEDIMENT CONTROL
900-9 j. Temporary Sediment Basins. Before constructing a temporary se diment basin, clear the area of all
vegetation. Construct the temporary sediment basin with a wide cross-section and a minimum grade, as shown in the Contract Documents. Dispos e of excess excavated material. Remove and dispose of the accumulated sediment when deposits reach approximately 20% of the basin capacity. Dispose of sediment on the project at locations approved by the Engineer. When necessary, stabilize the material as directed by the Engineer.
k.Temporary Stream Crossing.
1.General. When the Contractor’s operations require a temporary stream crossing, and one is not shown in the Contract Documents, the Contract or may install the crossing at no cost to KDOT. Comply with all applicable rules and regulations, obtain all required permits and provide copies of all permits to the Field Engineer . An unanticipated stream crossing may require a permit from the Corps of Engineers if work is performed within Waters of the U.S. and/or a stream obstruction permit from the Kansas Department of Agriculture if the crossing is in a designated stream. Before beginning work in the streambed, record existing stream channel elevations. Construct temporary stream crossings as shown in the Contract Documents or the SWPPP. Place 1 pipe buried 6 inches into the stream bottom, in the lowest point of the channel to allow the passage of aquatic organisms, with additiona l pipes placed along the remainder of the stream channel bottom such that ordinary high water (OHW) flows designated in the Contract Documents shall flow through the pipes without overtopping the crossing. If the OHW is not designated in the Contract Documents, the Engineer will determine the OHW. The OHW means that line on the shore established by the fluctuations of water and indicated by physical characteristics such as clear, natural lin e impressed on the bank, shelving, ch anges in the character of the soil, destruction of terrestrial vegetation, the presence of litter and debris, or other appropriate means that consider the characteristics of the surrounding areas. Submit to the Engineer for review and approval, the design flow calculations to determine the number and diameter of pipes required. A minimum 12 inch diameter pipe is required. Place pipes parallel to flow. Cover pipes with a minimum of 12 inches of clean aggregate fill. Dispose of sediment on the project at locations approved by the Engine er. When necessary, stabilize the material as directed by the Engineer.
2.Maintenance. At a minimum, perform weekly in spections to verify that drift and debris are not blocking the flow of water through the pipes. Perform additional inspections, as needed. Remove drift and debris when blockage occurs. Repair eroded areas, if neces sary, to prevent washout and allow passage of flows.
3.Removal. Remove the temporary crossing and all ma terials as soon as no l onger needed. Restore the disturbed bed and bank area of the stream channel to its pre-existing elevations.
l.Temporary Fertilizer, Seed and Mulch. Repair any rills, gullies or other erosion damage prior to seeding. Prepare the seedbed, fer tilize, seed and mulch according to DIVISION 900 . Apply the temporary fertilizer, seed and mulch at the rates shown in the Contract Documents. Apply wate r to seeded and mulched areas when approved by the Stormwater Compliance Engineer or Local Public Authority to promote the establishment of vegetation in critical areas.
m.Soil Erosion Mix. Prepare the seedbed, fer tilize and seed according to DIVISION 900 . Lightly hand rake broadcasted seed before placement of the erosion control. Only use the soil erosion mix under Erosion Control (Class 1) or Erosion Control (Class 2). There are no seasonal placement limitations for the soil erosion mix.
n.Temporary Seeding. "Temporary Seeding" is to be used only if the project has less than 1 acre of erodible surface. If this item is used: fertilize, seed, and mulch all exposed erodible earth. Prepare the seedbed, fertilize, seed and mulch according to DIVISION 900 . Apply the temporary fertilizer, seed and mulch at the rates shown in the Contract Documents.
o.Erosion Control. After seeding according to DIVISION 900 , install erosion cont rol according to the manufacturer’s requirements for edge and junction overlaps, st aple size and staple pattern. Installation areas shall be free of erosion rills, rocks, clods or other debris that may cause “tenting” or otherwise inhibit uniform contact. 902 –TEMPORARY EROSION AND SEDIMENT CONTROL
900-10 When shown in the plans, install erosion control materials within the time allowed for temporary
stabilization under subsection 901.3b . Use Erosion Control materials for the stabilization of a ll steep slopes (2 ½:1 or steeper) where construction activities have permanently or temporarily ceased and w ill not resume for a period exceeding 7 calendar days
1.Areas with Erosion Control (Class 1). Place the Erosion Control (Class 1) on slopes according to the SWPPP. Do not mulch over the Erosion Control (Class 1).
2.Areas with Erosion Control (Class 2). Place the Eros ion Control (Class 2) in channels, ditches or areas of concentrated flow according to the SWPPP. Do not cover erosion control materials with soil or mulch unless recommended by the manufacturer and approved by the Engineer. Apply water to completed erosion control installations when approved by the Stormwater Compliance Engineer or Local Public Authority to promote th e establishment of vegetation in critical areas.
p.Geotextile (Erosion Control). Install geotextile (erosion control) as a temporary measure to protect steep slopes and other areas where timely installation of the permanent (aggregate or concrete) slope protection is impractical. The installation area should be free of rills, ro cks, clods or other debris. Secure geotextile to the ground with staples or other similarly effective methods to achieve uniform contact with minimal “tenting.” Remove geotextile prior to placement of the permanent slope protection. Install geotextile (erosion control) as a temporary m easure to protect temporary slopes, soil stockpiles and other areas where mulching or other means of stabilization is impractical. Preparation of the slopes and the method of securing the fabric shall be as approved by the Engineer.
q.Maintenance and Removal of Temporary Erosion and Pollution Control Devices. Maintain the effectiveness of the temporary erosion and pollution control devices as long as required to contain sediment runoff. Monitor temporary erosion and pollution control devices daily. Remove the temporary devices according to the SWPPP or when directed by the En gineer. After removing the temporary erosion and pollution cont rol devices, remove and dispose of th e silt accumulation. Grade, fertilize, seed and mulch any bare areas. When temporary erosion and pollution control devices are installed according to the Contract Documents, SWPPP, or as approved by the Engineer and such devices are no longer effective b ecause of deterioration or functional incapacity, payment will be made for replacement of these devices, as direct ed by the Engineer. No payment will be made for replacing temporary erosion control devices that become ineffective because of improper installation, lack of maintenance or the Contractor’s failure to pursue timely installation of permanent erosion control devices according to the Contract Documents. 902.4 MEASUREMENT AND PAYMENT The Engineer will measure temporary berms, temporary slope drains, silt fence, biodegradable logs, synthetic sediment barriers, and filter sock by the linear f oot. The Engineer will measure the top of the device from point to point or each bend/turn in the device, add them together from beginning to end to come up with the total liner feet per device. The length installed up side slopes beyond a point level from the top of the device in the ditch bottom will not be measured for payment. The Engineer will measure temporary rock ditch checks by the cubic yard. The Engineer will measure each te mporary inlet sediment barrier. The Engineer will measure each tem porary stream crossing when shown as a bid item in the contract. The Engineer will measure temporary sediment basins by the cubic yard excavated to construct the basin. The Engineer will measure sediment removal by the cubic yard of sediment removed. If the quantity of sediment removal is approximately 50 cubic yards or greater in one location, the Engineer may pay for sediment removal by force account ( SECTION 109 ) rather than paying the contract set price for the bid item ″Sediment Removal″. Whether paid as a set price or by force account, th e Engineer will not pay for a quantity or cost that is incurred because of the Contractor’s fa ilure to install seed timely or fa ilure to remove sediment timely as SECTION 901 requires. The Engineer will measure temporar y fertilizer, temporary seed and so il erosion mix by the pound. The Engineer will measure "Temporary Seeding" as a lump sum; no measurement of area is made. The Engineer will measure erosion control by the square yard. The Engineer will measure temporary mulching by the ton. 902 –TEMPORARY EROSION AND SEDIMENT CONTROL 900-11 The Engineer will measure water us ed for establishment of vegetation by the M Gallon using calibrated tanks or meters. The Engineer will measure geotextile (erosion control) by the square yard. Payment for the various items of temporary erosion and pollution control is full compensation for the specified work. Contract unit prices will govern regardless of overruns or underruns of the estimated quantity unless specifically stated otherwise. Payment for "Sediment Removal (Set Price)" at the contract set unit pr ices is full compensation for the specified work. The Engineer will not measure for separate payment any erosion control devices or seeding installed in Contractor-Furnished borrows and waste locations or plant site locations outside the project limits. 903 –FERTILIZER, AGRICULTURAL LIMESTONE AND PEAT MOSS
900-12 Section 903
FERTILIZER, AGRICULTURAL LIMESTONE AND PEAT MOSS 903.1 DESCRIPTION Provide and apply the designated material s as shown in the Contract Documents. B I D I T E M S U N I T S Fertilizer (*-**-***) Pound A g r i c u l t u r a l L i m e s t o n e T o n P e a t M o s s T o n *Percent Nitrogen **Percent Phosphorous ***Percent Potassium 903.2 MATERIALS Provide fertilizer, agricultural limestone and peat moss that comply with DIVISION 2100 . 903.3 CONSTRUCTION REQUIREMENTS
a.Fertilizer. Apply the fertilizer to the prepared seedbed ( subsection 904.3b. ) at the rates designated in the Contract Documents. Use an agricultural type broadcas t spreader or a fertilizer attachment on the seed drill to apply the fertilizer. Spread the fertilizer uniformly by hand methods in areas where it is impracticable to use a seed drill. When fertilizer is designated for use with sod, apply the fertilizer before placing the sod.
b.Agricultural Limestone. Before the areas are seeded, apply the agricultural limestone at the rates designated in the Contract Documents. Use a standard lim e spreader to apply the agricultural limestone. Fertilizer may be blended with agricultural limestone. When blended, apply before the areas are seeded.
c.Peat Moss. Thoroughly blend the peat moss with soil from the planting pit, or blend the peat moss with the subsoil to the depth shown in the Contract Documents. Apply peat moss at the rates shown in the Contract Documents. Before backfilling, planting, seeding or soddi ng, blend the peat moss by tilling, cultivating or shovel mixing. 903.4 MEASUREMENT AND PAYMENT The Engineer will measure the fertilizer by the poun d. Bag weight or commercial scale tickets are acceptable. The Engineer will measure the agricultural limestone by the ton. Commercial scale tickets are acceptable. The Engineer will measure peat moss by ton. Payment for "Fertilizer", "Agricultural Limestone" and "Peat Moss" at the contract unit prices is full compensation for th e specified work. 904 - SEEDING
900-13 Section 904
SEEDING 904.1 DESCRIPTION Prepare the seedbed, provide the seed and plant at the rate and in the locations designated in the Contract Documents. B I D I T E M S U N I T S S e e d ( * ) P o u n d Seed (Hydro) (*) Pound S e e d i n g L u m p S u m * Type of Seed 904.2 MATERIALS Provide seeds and nitrogen-fixin g bacteria that comply with DIVISION 2100 . Do not change seed or seed mixture without approval of the Environmental Scientist (Bureau of Right of Way, Environmental Services Section). 904.3 CONSTRUCTION REQUIREMENTS
a.Seeding Seasons. Determine the seeding season using TABLE 904-1 . TABLE 904-1: GRASS & WILD FLOWER SEEDING SEASONS Type Season Cool Season Grasses February 15 thru April 20 August 15 thru September 30 Warm Season Grasses and Wildflowers November 15 thru June 1 If cool season grasses are mixed with warm season grasses, seed the area durin g the seeding season for warm season grasses. When the area to be seeded is less than 1 acre (bid item "Seeding" per lump sum), seed the area during the seeding seasons specified for either cool season grasses or warm season grasses. Plant temporary seeding any time of the year. Seed the project during the proper se eding season to protect the finished grading. This may require seeding different parts of the project at different times or seasons. Complete permanent seeding during the first season after the grading work is finished. Complete the area once the seeding operations begin in an area. The Environmental Scientist or Stormwater Compliance Engineer may extend the seeding season a few days in special situations depending on area and weather conditions.
b.Preparation of the Seedbed. Unless shown otherwise in the Cont ract Documents, prepare the seedbed and seed all disturbed or cultivated areas within the righ t-of-way and construction easem ents. Seed and mulch the area within 24 hours of seedbed preparation. Repair eroded areas before the seedbed is prepared. In urban areas, use a landscape box to level the see dbed. Grade seedbeds to the elevations of abutting sidewalks. Remove rocks and other debris detrimental to lawn maintenance equipment. Before seeding, use tillage equipment that penetrates 2 to 3 inches to prepare a firm, friable and weed-free seedbed. If the use of disks and harrows is impracticable, prepare the seedbed using hand methods. Prepare seedbeds in developed urban and residential ar eas using rotary tillers or similar equipment. Tractor mounted equipment is permitted if the area is large enough to facilitate the use of such equipment. Do not injure trees while preparing the seedbed. If the Engineer designates areas of desirable perennial native grasses to remain, do not till such areas. If areas of annual grasses such as cheat, crabgrass or triple-awn are encountered, destroy such grasses by thorough disking. 904 - SEEDING
900-14 Do not till areas if temporary or existing grasses pr ovide stable slopes with no erosion. Seed the
permanent grasses into the existing cover using a no-till drill.
c.Seeding. In rural areas, use seed drills that comply with subsection 156.1 . If it is impracticable to operate a seed drill, broadcast the seed with a standa rd manufacture grass seed er. A hydro-seeder may be used in place of the broadcast seeder, when approved by the Engineer. On lawn areas and small areas in developed urban areas , apply the seed with equipment suitable for the size of the area. Use manually operated drop-s eeders, cyclone spreaders or other si milar equipment when appropriate. After the seeding, but before mulching, hand rake the seeded lawn areas. Similar size seeds may be mixed before drilling. The seed company may mix the seeds before delivery, or the Contractor may mix the seeds at the project site. If the seed company mi xes the seeds, each bag of mixed seeds shall have a tag indicating the quantity (pounds) of each type seed and the total weight (pounds) of the bag. If the Contractor mixes the seeds, the Engineer must witness the mixing. If required, inoculate the seeds according DIVISION 2100 . The drill used for seeding shall accommodate the seed sizes and weight of seed by the use of as many compartments as required. Seeds of compatible size and we ight may be mixed and placed in the same compartment. Drill seed at the rate and in the locations shown in the Contract Documents. Drills shall comply with subsection 156.1 . Drill the seeds into the prepared seedbed. The maxi mum depth for drilling grass seeds is ½ inch. Unless shown otherwise in the Contract Documents, the maximum depth for drilling wildflower seeds is ⅛ inch. If grasses and wildflowers are seeded on the same area, dr ill the grasses first, then the wildflowers. After an area is fertilized and seeded, use a seed drill with press wheels or separate cultipacker to firm the soil.
d.Hydro-seeding. On steep slopes or other areas inaccessible w ith a seed drill or broadcast seeder, a hydro seeder may be used when approved by the Engineer. Appl y the seed-fertilizer-water slu rry within 1 hour after the seed is added to the hydro- seeder tank. Apply seed evenly over th e entire site. Use a fan-type nozzle with approximately 500 gallons of water per acre. Add 50 pounds of hydro-mulch per 500 gallons of water for a visual tracer. After the seeding, but before mulching, hand ra ke the seeded areas inaccessible by a cultipacker. Immediately apply bonded fiber matrix mulching according to subsection 905.3c . Do not apply hydro- seed and bonded fiber matrix in one application.
e.Seeding/Lump Sum. This item is only used on projects with less than 1 acre of seeding. Prepare the seedbed, fertilize, seed and mulch all disturbed or cultivated areas within the right-of-way and construction easements according to DIVISION 900 . 904.4 MEASUREMENT AND PAYMENT The Engineer will measure the total quantity for each type of pure live seed used by the pound. The Engineer will not measure hydromul ch used as a visual tracer for se parate payment. This work is subsidiary to the hydro-seeding item. Bonded fiber matrix mulching will be measured and paid for according to SECTION 905 . The Engineer will measure "Seeding" by the lump sum. No measurement will be made of the area seeded. Payment for the various types of "Seed", "Seed (Hydro)" and "Seeding" at the contract unit prices is full compensation for th e specified work.
Source: Kansas Standard Specifications for State Road and Bridge Construction, 2015 Edition. Pages 626–643 of 978.