Attachment_A_-_Inn_the_Field_Construction_Specifications.pdf

AG-6215-S-15-0009 Attachment A

NRCS – August 2014 202-1 KS – Inn The Field WRP, Thomas County

Construction Specification 202—Construction Surveys

1. Scope The work consists of performing all surveys, measurements, and computations required by this specification.

2. Equipment and material Equipment for construction surveys shall be of a quality and condition to provide the required accuracy.

The equipment shall be maintained in good working order and in proper adjustment at all times. Records of repairs, calibration tests, accuracy checks, and adjustments shall be maintained and be available for inspection by the engineer. Equipment shall be checked, tested, and adjusted as necessary in conformance with manufacturer's recommendations.

Material is field notebooks, stakes, templates, platforms, equipment, spikes, steel pins, tools, and all other items necessary to perform the work specified.

3. Quality of work All work shall follow recognized professional practice and the standards of the industry unless otherwise specified in section 9 of this specification. The work shall be performed to the accuracy and detail appropriate for the type of job. Notes, sketches, and other data shall be complete, recorded neatly, legible, reproducible and organized to facilitate ease in review and allow reproduction of copies for job documentation. Survey equipment that requires little or no manual recording of field data shall have survey information documented as outlined in section 9 of this specification.

The minimum requirements for placing slope stakes shall be at 100-foot stations for tangents, as little as 25 feet for sharp curves, breaks in the original ground surface and at any other intermediate stations necessary to ensure accurate location for construction layout and measurement. Slope stakes and cross sections shall be perpendicular to the centerline. Significant breaks in grade shall be determined for cross sections. Distances shall be measured horizontally and recorded to the nearest 0.1 foot. Side shots for interim construction stakes may be taken with a hand level.

Unless otherwise specified in section 9 of this specification, measurements for stationing and establishing the location of structures shall be made to the nearest 0.1 foot.

Elevations for concrete work, pipes, and mechanical equipment shall be determined and recorded to the nearest 0.01 foot. Elevations for earth work shall be determined and recorded to the nearest 0.1 foot.

4. Primary control The baselines and bench marks for primary control, necessary to establish lines and grades needed for construction, are shown on the drawings and have been located on the job site.

These baselines and bench marks shall be used as the origin of all surveys, layouts, and measurements to establish construction lines and grades. The contractor shall take all necessary precautions to prevent the loss or damage of primary control points. Any stakes or control points lost or damaged by construction activity will be reestablished by the contractor or at contractor expense.

5. Construction surveys Before work starts that requires contractor performed surveys, the contractor shall submit in writing for the engineer's review: the name, qualifications, and experience of the individuals to be assigned to the survey tasks.

Contractor performed surveys shall include:

• checking and any supplemental or interim staking

• performing quantity surveys, measurements, and computations for progress payment

NRCS – August 2014 202-2

• other surveys as described in section 9 of this specification

6. Staking The construction staking required for the item shall be completed before work on any item starts.

Construction staking shall be completed as follows or as otherwise specified in section 9 of this specification:

Clearing and grubbing—The boundary of the area(s) to be cleared and grubbed shall be staked or flagged at a maximum interval of 200 feet, closer if needed, to clearly mark the limits of work. When contractor staking is the basis for determining the area for final payment, all boundary stakes will be reviewed by the engineer before start of this work item.

Excavation and fill—Slope stakes shall be placed at the intersection of the specified slopes and ground line. Slope stakes and the reference stakes for slopes shall be marked with the stationing, required cut or fill, slope ratio, and horizontal distance from the centerline or other control line. The minimum requirements for placing slope stakes is outlined in section 3, Quality of work.

Structures—Centerline and offset reference line stakes for location, alignment, and elevation shall be placed for all structures.

7. Records All survey data shall be recorded in fully identified standard hard-bound engineering survey field notebooks with consecutively numbered pages or loose-leaf notebook sheets manually numbered. All field notes and printed data shall include the purpose or description of the work, the date the work was performed, weather data, sketches, and the personnel who performed and checked the work.

Electronically generated survey data and computations shall be bound, page numbered, and cross referenced in a bound field notebook containing the index for all survey activities. All work shall follow recognized professional practice.

8. Payment For items of work for which lump sum prices are established in the contract, payment is made as the work proceeds with progress payment amounts determined as a percentage of the total work planned as projected from the contractor's approved construction schedule. Payment of the lump sum contract price will constitute full compensation for completion of all work under this bid item.

Payment will not be provided under this item for the purchase price of materials or equipment having a residual value.

Compensation for any item of work described in the contract, but not listed in the bid schedule will be included in the payment for the item of work to which it is made subsidiary. Such items and the item to which they are made subsidiary are identified in section 9 of this specification.

NRCS – August 2014 202-3

9. Items of work and construction details The Government will perform basic layout and staking as detailed below prior to commencement of construction. Some staking can only occur after mowing and/or clearing and grubbing operations have been completed and staking in those areas will be completed within 5 working days after notification by the contractor. All reasonable efforts shall be made to preserve staking throughout the construction period. Reestablishing any staking that is disturbed by construction activity will be the contractor’s responsibility.

All staking shall be done in accordance with Section 6 except that slope ratios are not required to be marked on stakes.

Bench Marks - The bench mark locations will be referenced to Kansas State Plane coordinates.

Elevations will be provided to the nearest 0.01 foot. The location and elevations of additional bench mark locations for construction staking and final checking will be supplied to the contractor.

Earthfill Stakeout - The earthfill will be staked at all 100-foot stations and at all grade breaks and changes in cross section of the earthfill using the slope stake method. Distances between staked stations will not exceed 100 feet. Fill toes will be marked with a fluorescent pink flag and anchored by a 1-inch x 2-inch stake at 500-foot stations only (unless warranted at intermediate stations).

Otherwise, intermediate station toes shall be flagged only. The anchor stakes will show the station on the back of the stake. The fill to the top of the earthfill from ground level will be marked on the front and the distance to the centerline will be marked below the fill. Offsets at all stations are optional and the COR or Inspector will determine when they will be utilized. Locations of the fill toes and any offsets will be recorded in a handheld GPS or data collector.

Auxiliary Spillway Stakeout - The curves of auxiliary spillways will be staked at 50-foot or 100-foot stations depending on the radius of the curve using the slope stake method. Distances between stations will not exceed 100 feet. The cut toe will be marked with a white flag anchored by a stake at each 200-foot station. The station will be marked on the back of the anchor stake. The cut to the designed grade and the distance to the centerline of the spillway will be marked on the front.

Locations of the cut toes and any offsets will be recorded in a handheld GPS or data collector.

Structure Stakeout - The station for a pipe location will be marked the same as a 500-foot station.

In addition, an offset reference stake will be placed at least 10 feet from the toe location with the station and offset from centerline clearly marked on the stake.

Excavated Depression Stakeout- The cut toes will be marked with a white flag at pre-determined locations established on the line representing the cut location on the drawings. Locations will be spaced at 25-foot to 100-foot distances depending on the curvature of the line. Distance between flags will not exceed 100 feet. The amount of cut to the designed bottom of the depression will be marked on the flag. Locations of the cut toes and any offsets will be recorded in a handheld GPS or data collector.

Other Area Stakeouts-Areas for mowing or clearing and grubbing will be marked with pink flagging at maximum 200 foot intervals. Boundaries of depression zones will be marked with white flags at maximum 200 foot intervals. Location for the approximate center of each individual depression within the depression zone will be marked with a white flag. Locations of pollution control measures will be marked with yellow flags. Locations of any marked boundaries, depressions within a depression zone, or pollution control measures will be recorded in a handheld GPS or data collector.

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The item of work to be performed in conformance with this specification and the construction detail is:

Subsidiary Item - Construction Surveys

a) Notify the COR and/or Inspector when mowing or clearing operations are complete.

b) Construction surveys will be as specified in Section 5 and include the reestablishment of any basic staking disturbed by construction activity.

c) Measurement for progress payments for earthwork quantities may be estimated by the Contractor from load count or an equivalent measurement method (accuracy should be within +10 percent).

If the survey method is to be used, the Government survey notes for the initial cross sections will be provided to the Contractor.

d) Survey control point locations shall be verified prior to starting work, and the Engineer shall be promptly notified of any discrepancies discovered.

e) Compensation for Construction Surveys will be included in the payment for Mobilization and Demobilization.

NRCS – August 2014 203-1

Construction Specification 203—Contractor Quality Control

The work consists of developing, implementing, and maintaining a quality control system to ensure that the specified quality is achieved for all materials and work performed.

2. Quality control system The contractor shall develop, implement, and maintain a system of quality control to provide the specified material testing and verification of material quality before use. The system activities shall include procedures to verify adequacy of completed work, initiate corrective action to be taken, and document the final results. The identification of the quality control personnel and their duties and authorities shall be submitted to the contracting officer in writing within 15 calendar days after notice of award.

The quality control system shall include, but not be limited to, a rigorous examination of construction material, processes, and operation, including testing of material and examination of manufacturer's certifications as required, to verify that work meets contract requirements and is performed in a competent manner.

3. Quality control personnel Quality control activities shall be accomplished by competent personnel. A competent person is: One who is experienced and capable of identifying, evaluating, and documenting that materials and processes being used will result in work that complies with the contract; and, who has authority to take prompt action to remove, replace, or correct such work or products not in compliance.

4. Records The contractor's quality control records shall document both acceptable and deficient features of the work and corrective actions taken. All records shall be on forms approved by the contracting officer, be legible, and be dated and signed by the competent person creating the record.

Unless otherwise specified in section 6 of this specification, records shall include:

a. Documentation of material delivered including quantity, storage location, and results of quality control examinations and tests.

b. The determination that the material or item met the contract provisions and documentation that the engineer was notified.

c. For deficient work, the nature of the defects, specifications not met, corrective action taken, and results of quality control activities on the corrected material or item.

5. Payment For items of work for which lump sum prices are established in the contract, payment is made as the work proceeds, after presentation by the contractor of invoices showing related costs and evidence of charges by suppliers, subcontractors, and others for furnishing supplies and work performed. If the total of such payments is less than the lump sum contract price for this item, the remaining balance is included in the final contract payment. Payment of the lump sum contract price constitutes full compensation for completion of the work.

Payment is not made under this item for the purchase cost of material and equipment having a residual value.

Compensation for any item of work described in the contract, but not listed in the bid schedule, is included in the payment for the item of work to which it is made subsidiary. Such items and the items to which they are made subsidiary are identified in section 10.

NRCS – August 2014 203-2

6. Items of work and construction details

The item of work to be performed in conformance with this specification and the construction detail is:

Subsidiary Item - Contractor Quality Control

a) This item shall consist of furnishing the personnel required by the Contractor to perform the testing and inspection that is necessary to implement a quality control system that will ensure quality construction work.

b) The contractor shall identify a quality control manager who shall be on-site or be available for immediate consultation during all periods of production work.

c) Finished earthfills shall be constructed to within +0.3 foot of the planned elevation. Finished earthfill slopes shall be constructed to within +0.3 foot of the planned elevation as calculated for any horizontal distance on the slope. The elevation difference shall not exceed 0.2 foot at successive staked stations along the slope line. The slope shall be nearly uniform (within 0.2 foot of true slope) from the top to bottom. Finished excavations shall be constructed to within +0.3 foot of the planned elevation.

d) Contractor must furnish material certifications for the following specific items:

i. Seed (Cover Crop)

ii. Fertilizer

iii. Herbicide

iv. Seed (Range Planting)

e) Compensation for Contractor Quality Control will be included in the payment for Mobilization and Demobilization.

NRCS - August 2014 250-1

Construction Specification 250—Mobilization and Demobilization

The work consists of the mobilization and demobilization of the contractor's forces and equipment necessary for performing the work required under the contract. It does not include mobilization and demobilization for specific items of work for which payment is provided elsewhere in the contract.

Mobilization will not be considered as work in fulfilling the contract requirements for commencement of work.

2. Equipment and material Mobilization shall include all activities and associated costs for transportation of contractor's personnel, equipment, and operating supplies to the site; establishment of offices, buildings, and other necessary general facilities for the contractor's operations at the site; premiums paid for performance and payment bonds including coinsurance and reinsurance agreements as applicable; and other items specified in section 4 of this specification.

Demobilization shall include all activities and costs for transportation of personnel, equipment, and supplies not required or included in the contract from the site; including the disassembly, removal, and site cleanup of offices, buildings, and other facilities assembled on the site specifically for this contract.

This work includes mobilization and demobilization required by the contract at the time of award. If additional mobilization and demobilization activities and costs are required during the performance of the contract as a result of changed, deleted, or added items of work for which the contractor is entitled to an adjustment in contract price, compensation for such costs will be included in the price adjustment for the item or items of work changed or added.

3. Payment Payment will be made as the work proceeds, after presentation of paid invoices or documentation of direct costs by the contractor showing specific mobilization and demobilization costs and supporting evidence of the charges of suppliers, subcontractors, and others. When the total of such payments is less than the lump sum contract price, the balance remaining will be included in the final contract payment.

Payment of the lump sum contract price for mobilization and demobilization will constitute full compensation for completion of the work.

Payment will not be made under this item for the purchase costs of materials having a residual value, the purchase costs of materials to be incorporated in the project, or the purchase costs of operating supplies.

NRCS - August 2014 250-2

4. Items of work and construction details Items of work to be performed in conformance with this specification and the construction details are:

Bid Item 1 - Mobilization and Demobilization

a) This item consists of mobilization and demobilization of the contractor's forces and equipment necessary for the completion of the work.

b) Transportation of any materials incorporated into the permanent works shall not be considered a mobilization item.

c) All roads, culverts, bridges, sidewalks, parking lots, fences, structures, etc., shall be protected from damage during the contract period. Road surfaces shall be protected from damages by equipment.

d) Access shall be as shown on the drawings. If alternate routes are obtained by the contractor, they must be approved by the engineer or the inspector prior to use. All access routes shall be restored by the contractor to a condition equal to or better than the condition prior to the commencement of work under this contract.

e) Payment for mobilization and demobilization will be made at the contract lump sum price for the item and will constitute full compensation for all labor, equipment, tools, and other items necessary and incidental to the completion of the work. Payment will constitute compensation for the following related subsidiary items:

(1) Construction Surveys - Construction Specification 202

(2) Contractor Quality Control – Construction Specification 203

(3) Site Preparation, Mowing - Construction Specification 250

(4) Non-Structural Pollution Control Measures - Construction Specification 251

Subsidiary Item – Site Preparation, Mowing

a) This item consists of mowing the designated area to reduce height of existing vegetation to allow staking for earthen construction.

b) Acceptable equipment for Site Preparation, Mowing includes rotary mower or flail shredder.

c) The mowing operations will result in at least 90% of the vegetation mowed to a height of 12 inches or less throughout the designated areas. Vegetation should be chopped up to a degree that material will not blow from the site.

d) The area of Site Preparation, Mowing will not be measured. Payment will be based on the on the designed quantity shown on the design drawings. Compensation for Site Preparation, Mowing, will be included in the payment for Mobilization and Demobilization as appropriate. The estimated quantities are shown on the drawings.

NRCS – August 2014 251-1

Construction Specification 251—Pollution Control

The work consists of installing measures or performing work to control erosion and minimize the production of sediment and other pollutants to water and air from construction activities.

2. Material All material furnished shall meet the requirements of the material specifications listed in section 8 of this specification.

3. Erosion and sediment control measures and works The measures and works shall include, but are not limited to, the following:

Staging of earthwork activities—The excavation and moving of soil materials shall be scheduled to minimize the size of areas disturbed and unprotected from erosion for the shortest reasonable time.

Seeding—Seeding to protect disturbed areas shall occur as soon as reasonably possible following completion of that earthwork activity.

Mulching—Mulching to provide temporary protection of the soil surface from erosion.

Diversions—Diversions to divert water from work areas and to collect water from work areas for treatment and safe disposition. They are temporary and shall be removed and the area restored to its near original condition when the diversions are no longer required or when permanent measures are installed.

Stream crossings—Culverts or bridges where equipment must cross streams. They are temporary and shall be removed and the area restored to its near original condition when the crossings are no longer required or when permanent measures are installed.

Sediment basins—Sediment basins collect, settle, and eliminate sediment from eroding areas from impacting properties and streams below the construction site(s). These basins are temporary and shall be removed and the area restored to its original condition when they are no longer required or when permanent measures are installed.

Sediment filters—Straw bale filters or geotextile sediment fences trap sediment from areas of limited runoff. Sediment filters shall be properly anchored to prevent erosion under or around them. These filters are temporary and shall be removed and the area restored to its original condition when they are no longer required or when permanent measures are installed.

Waterways—Waterways for the safe disposal of runoff from fields, diversions, and other structures or measures. These works are temporary and shall be removed and the area restored to its original condition when they are no longer required or when permanent measures are installed.

Other—Additional protection measures as specified in section 8 of this specification or required by Federal, State, or local government.

4. Chemical pollution The contractor shall provide watertight tanks or barrels or construct a sump sealed with plastic sheets to collect and temporarily contain chemical pollutants, such as drained lubricating or transmission fluids, grease, soaps, concrete mixer washwater, or asphalt, produced as a by-product of the construction activities. Pollutants shall be disposed of in accordance with appropriate State and Federal regulations. At the completion of the construction work, tanks, barrels, and sumps shall be removed and the area restored to its original condition as specified in section 8 of this specification. Sump removal shall be conducted without causing pollution.

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Sanitary facilities, such as chemical toilets, or septic tanks shall not be located next to live streams, wells, or springs. They shall be located at a distance sufficient to prevent contamination of any water source. At the completion of construction activities, facilities shall be disposed of without causing pollution as specified in section 8 of this specification.

5. Air pollution The burning of brush or slash and the disposal of other materials shall adhere to state and local regulations.

Fire prevention measures shall be taken to prevent the start or spreading of wildfires that may result from project activities. Firebreaks or guards shall be constructed and maintained at locations shown on the drawings.

All public access or haul roads used by the contractor during construction of the project shall be sprinkled or otherwise treated to fully suppress dust. All dust control methods shall ensure safe construction operations at all times. If chemical dust suppressants are applied, the material shall be a commercially available product specifically designed for dust suppression and the application shall follow manufacturer's requirements and recommendations. A copy of the product data sheet and manufacturer's recommended application procedures shall be provided to the engineer 5 working days before the first application.

6. Maintenance, removal, and restoration All pollution control measures and temporary works shall be adequately maintained in a functional condition for the duration of the construction period. All temporary measures shall be removed and the site restored to near original condition.

7. Measurement and payment For items of work for which lump sum prices are established in the contract, payment will be prorated and provided in equal amounts on each monthly progress payment estimate. The number of months used for prorating shall be the number estimated to complete the work as outlined in the contractor's approved construction schedule. The final month's prorate amount will be provided with the final contract payment.

Payment as described will constitute full compensation for completion of the work.

Compensation for any item of work described in the contract, but not listed in the bid schedule is included in the payment for the item of work to which it is made subsidiary. Such items, and the items to which they are made subsidiary, are identified in section 8 of this specification.

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8. Items of work and construction details Items of work to be performed in conformance with this specification and the construction details are:

Subsidiary Item - Non-Structural Pollution Control Measures

a) This item shall consist of providing a sanitary toilet facility for the job site, the collection and disposal of chemical pollutants, the scheduling of construction activities to control the production of sediment, and the protection of exposed surfaces by temporary vegetation or mulch.

b) Chemical Pollution Control

(1) All waste and/or used oils and grease shall be caught in containers suitable for the storage and transportation of such pollutants. All materials shall be transported to a commercial chemical disposal facility capable of either recycling or disposing of the pollutants. The manifest(s) for all chemical pollutants and other materials removed from the site shall be, upon request, made available to the Contracting Officer or the Contracting Officer's Representative. The manifest(s) shall include the date of transport, destination, description of materials transported, name of the recipient recycling facility or recipient disposal facility.

(2) Soil materials contaminated by chemical pollutants shall be disposed of with the pollutant materials.

(3) At the completion of construction, all sanitary facilities shall be removed from the site. Any materials contaminated by the sanitary facilities, their installation, operation, or removal shall immediately be removed and disposed of in accordance with all federal, state, and local regulations.

(4) An earthen dike will be constructed and maintained around all fuel storage tanks. The height of the dike will be as needed to contain the stored fuel without overtopping.

(5) All areas disturbed by pollution cleanup operations shall be restored to as nearly original conditions as practicable.

c) No separate payment will be made for Non-Structural Pollution Control Measures. Compensation for Non-Structural Pollution Control Measures will be included in the payment for Mobilization and Demobilization.

NRCS - August 2014 254-1

Construction Specification 254—Earthfill

The work shall consist of the construction of all earthfill structures and earth backfills required by the drawings and specifications.

Earthfill is composed of natural earth materials that can be placed and compacted by construction equipment operated in a conventional manner.

Earth backfill is composed of natural earth material placed and compacted in confined spaces or adjacent to structures (including pipes) by hand tamping, manually directed power tampers or vibrating plates or their equivalent.

2. Material Fill material shall be obtained from required excavations and/or designated borrow areas. The selection, blending, routing, and disposition of material in the various fills shall be subject to approval by the engineer.

Fill material shall be free of sod, brush, roots, trash, or other objectionable material. Rock particles larger than 6 inches shall be removed prior to compaction of the fill.

3. Foundation preparation The earth foundation surface shall (after stripping and before placing the first layer of earthfill) be graded to remove surface irregularities, be scarified and moisture-conditioned to a minimum depth of 2 inches to facilitate compaction and a good bond with the earthfill. The moisture content of the foundation materials at the time of compaction shall be the same as the earthfill to be placed on the foundation.

No embankment material shall be placed upon the earth surfaces of excavations, foundation preparation, or previous embankment when such surfaces have dried sufficiently to form shrinkage cracks. Such earth surfaces being readied for embankment shall have all loose, hard, dry, and cracked material removed and then scarified and moisture conditioned to a minimum depth of 2 inches.

4. Placement Earthfill shall not be placed upon a frozen surface nor shall snow, ice, or frozen material be incorporated into the earthfill matrix.

Earthfill shall be placed in approximately horizontal layers starting at the lowest point in the foundation.

The earthfill materials shall be placed in nearly horizontal layers not exceeding 9 inches before compaction or as shown on the drawings. Materials placed by dumping in piles or windrows shall be spread uniformly to not more than the specified thickness before being compacted.

Machine compaction shall be accomplished by the controlled movement of hauling and spreading equipment over the fill area. Every point on the surface of each lift shall be traversed by not less than one tread track of the equipment.

Hand compaction shall be required in areas inaccessible to heavy equipment. The hand-compacted fill shall be compacted by hand tamping or manually directed power tampers or plate vibrators. The backfill shall consist of clay material (CL or SC) free of stones larger than 2 inches. The fill shall be placed in layers not more than 4 inches thick before compaction. Such protective measures as necessary shall be taken to ensure that the fill does not dry sufficiently to form cracks after placement.

5. Control of moisture content During placement and compaction of earthfill and earth backfill, the moisture content of the material being placed shall be sufficiently moist to prevent dusty conditions. The material will also be sufficiently dry to be workable (without excessive rutting of the compacted surface by the earthmoving equipment).

NRCS - August 2014 254-2

Tracks from the earthmoving equipment should not exceed one-half of the compacted fill layer depth.

The top surface of the preceding layer of fill shall have adequate moisture to permit suitable bonding with the next layer of fill prior to the placement of additional fill.

6. Measurement and payment For items of work for which specific lump sum prices are established in the contract, the quantity of work will not be measured for payment. Payment for this item will be made at the contract lump sum price and will constitute full compensation for completion of the work.

For items of work for which specific hourly rate prices are established in the contract, the volume of earthfill will not be measured for payment. Payment for this item will be made for the total hours of equipment time at the contract hourly rate price and will constitute full compensation for completion of the work.

For items of work for which specific unit prices are established in the contract, the volume of earthfill is determined from the design dimensions as staked in the field and computed to the nearest cubic yard by the method of average cross sectional end areas. The design dimensions shall be the measured surface of the foundation prior to the stripping of vegetation and the specified neat lines of the constructed surface unless otherwise specified in section 7. No deduction in volume will be made for embedded items such as (but not limited to) conduits and water control structures.

Compensation for any item of work described in the contract (but not listed in the bid schedule) is included in the payment for the item of work to which it is made subsidiary. Such items and the items to which they are made subsidiary are identified in section 7 of this specification.

NRCS - August 2014 254-3

7. Items of work and construction details Items of work to be performed in conformance with this specification and the construction details are:

Subsidiary Item - Earthfill

a) This item shall consist of the construction of the earthfill required for the Spoil Mounds as shown on the drawings. The completed work shall conform to the lines, grades, and elevations shown on the drawings or as staked in the field.

b) The Spoil Mounds shall be constructed in the locations shown on the plans or as staked in the field. Except for pipeline crossing Mounds 1 and 2, the final top elevations will have a tolerance of -1.0’ of planned elevation shown on the drawings. Elevations shown on drawings for Mounds 3-7 are “not to exceed” values. For pipeline crossing Mounds 1 and 2, the elevations shown are minimum compacted elevations that must be met. The slopes must be as shown on the drawings or flatter. Outer toes of Spoil Mounds will not go beyond approved disturbance areas.

c) The Spoil Mounds shall be constructed in sequence corresponding to their numbering. Spoil Mounds 1 and 2 shall be constructed as pipeline crossings and will be inspected and approved prior to hauling earthfill to the other Spoil Mounds. No equipment, especially loaded, can cross the pipeline in other areas. Spoil Mounds 1 and 2 are the only designated pipeline crossing locations.

d) The length of Spoil Mound 7 can be adjusted as needed, depending on compaction of the other Spoil Mounds as necessary for excavation of the design volumes from Depressions 1-3.

e) The volume of Earthfill will not be measured. The designed quantities are shown on the drawings. Compensation for Earthfill will be included in the payment for Excavation as appropriate.

NRCS – August 2014 255-1 KS – Inn The Field WRP, Osage County

Construction Specification 255 — Excavation

The work shall consist of the excavation required by the drawings and specifications and disposal of the excavated materials.

2. Use of excavated material To the extent they are needed, all suitable material from the specified excavations shall be used in the construction of required permanent earthfill or rockfill. The suitability of material for specific purposes is determined by the engineer. The contractor shall not waste or otherwise dispose of suitable excavated material.

3. Disposal of waste materials All surplus or unsuitable excavated materials are designated as waste and shall be disposed of at the locations shown on the drawings.

4. Borrow excavation When the quantities of suitable material obtained from specified excavations are insufficient to construct the specified earthfill structures and earth backfill, additional material shall be obtained from the designated borrow area or contractor supplied borrow areas.

5. Overexcavation Excavation in earth beyond the specified lines and grades shall be corrected by filling the resulting voids with approved, compacted earthfill. The exception to this is that if the earth is to become the subgrade for riprap, rockfill, sand or gravel bedding, or drainfill, the voids may be filled with material conforming to the specifications for the riprap, rockfill, bedding, or drainfill. Before correcting an overexcavation condition, the contractor shall review the planned corrective action with the engineer and obtain approval of the corrective measures.

6. Measurement For items of work for which specific unit prices are established in the contract, the volume of excavation is measured and computed to the nearest cubic yard by the method of average cross-sectional end areas or by methods outlined in section 7 of this specification. The measurement is made to the specified limits except that excavation outside the specified lines and grades directed by the engineer to remove unsuitable material is included.

The measurement limits shall be defined as follows:

a. The upper limit shall be the original ground surface as it existed before the start of construction operations.

b. The lower and lateral limits shall be the true surface of the completed excavation as directed by the engineer.

For items of work for which specific lump sum prices are established in the contract, the quantity of work will not be measured for payment. Payment for this item will be made at the contract lump sum price and will constitute full compensation for completion of the work.

Compensation for any item of work described in the contract, but not listed in the bid schedule is included in the payment for the item of work to which it is made subsidiary. Compensation for such items is identified in section 7 of this specification.

NRCS – August 2014 255-2 KS – Inn The Field WRP, Osage County

7. Items of work and construction details All excavations shall be constructed to the lines and grades shown on the drawings or as directed by the Contracting Officer.

Items of work to be performed in conformance with this specification and the construction details therefor are:

Bid Item 3 – Excavation

a) This item shall consist of the excavation required for the construction of the depressions.

b) The depressions shall be constructed in the locations shown on the drawings or as staked in the field. The final bottom elevations of these items will be within 0.3’ of the planned elevation shown on the drawings, but at least 50% of the area will be at the planned elevation or lower.

Bottom shall be left rough to provide irregular microtopography.

c) Excavated materials shall be placed in the Fill Area as shown on the drawings.

d) Subsoil material from the depressions shall be placed on the lowest layer of the Spoil Mounds.

Topsoil from the depressions shall be placed above this subsoil material on the outer surface of the Spoil Mounds.

e) The volume of Excavation will not be measured. The estimated quantities are shown on the drawings. Payment will be made at the contract lump sum price for Excavation and the following related subsidiary item:

i. Earthfill, Construction Specification 254

NRCS – August 2014 264-1

Construction Specification 264—Cover Crop

The work consists of preparing the area for treatment, and furnishing and placing seed and fertilizer in designated areas as specified.

2. Material Seed — Seed labeling, quality, and seed testing shall be in accordance with Kansas Noxious Weed Law and Kansas Agriculture Seed Law. Seed used for cover crop must have a current purity and germination test of the seed. The germination test is valid for nine (9) months after the end of the month the test was made. Seed shall be of a quality that weed seed shall not exceed 0.5 percent of the aggregate of pure live seed (PLS) and other material.

Fertilizer — All fertilizer shall be labeled in accordance with applicable state regulations and bear the warranty of the producer for the grade furnished.

3. Seedbed preparation Areas to be planted shall be weed free and have a firm seedbed which has previously been roughened by scarifying, disking, harrowing, chiseling, or otherwise tilled to a depth of 3 inches and smoothed, except as required in Section 6. Seedbed preparations shall be suspended when soil and moisture conditions are not suitable to properly prepare a seedbed.

4. Seeding and fertilizing All operations shall be performed in such a manner that the seed and fertilizer is applied in the specified quantities uniformly in the designated areas. The method and rate of application for seed and fertilizer and the dates for seeding or planting shall be as shown on the plans or as specified in section 6.

Fertilizer shall be applied by broadcast application that will result in uniform application and will be incorporated into the soil. The incorporation may be as part of the seedbed preparation or as part of the seeding operation.

Seed shall be drilled with appropriate manufactured drilling equipment. Seed shall be incorporated into the soil, but not more than 1 inch deep unless otherwise specified in Section 6. Planting of cover crop is approved only for row widths between 20 inches or less.

5. Measurement and payment For items of work for which specific unit prices are established in the contract, each area treated is calculated to the nearest 0.1 acre. Payment for treatment is made at the contract unit price for the designated treatment, which will constitute full compensation for completion of the work.

For items of work for which specific lump sum prices are established in the contract, the quantity of work will not be measured for payment. Payment for this item will be made at the contract lump sum price and will constitute full compensation for completion of the work.

Compensation for any item of work described in the contract, but not listed in the bid schedule is included in the payment for the item of work to which it is made subsidiary. Such items and the item(s) to which they are made subsidiary are identified in section 6.

NRCS – August 2014 264-2

6. Items of work and construction details Items of work to be performed in conformance with this specification and the construction details are:

Bid Item – Cover Crop

a) This item consists of preparing the seedbed, applying starter fertilizer and planting a cover crop on designated areas as shown on the design drawings. Seedbed preparation is required.

b) Uniformly apply 100 pounds of bulk product per acre by broadcasting followed by incorporating the fertilizer into the soil by disking to a depth of 3 inches

c) Approved starter fertilizers are monoammonium phosphate (MAP; 11-52-0), ammonium polyphosphate (10-34-0), and diammonium phosphate (18-46-0).

d) All designated areas will be seeded using a drill that is suited to the cover crop being planted.

Row spacing shall not exceed 20 inches for forage sorghum, grain sorghum, winter wheat, and oats. Areas that are too wet to drill may be hand seeded.

e) The choice of cover crop shall be based on the time of year when construction is completed. The seeding rate shall be as follows for the crop to be seeded based on completion date.

Cover Crop Seeding Dates Seeding Rate Grain Sorghum May 10 – June 20 5 lbs/ac Forage Sorghum May 10 – June 20 10 lbs/ac Oats March 1 – April 15 50 lbs/ac August 20 – September 20 50 lbs/ac Winter Wheat September 1 – October 15 60 lbs/ac

f) The area to be seeded will not be measured. Payment for the area to be seeded will be based on the designed quantity shown on the drawings. Payment will be made at the contract lump sum price for Cover Crop and will constitute full compensation for labor, equipment, tools, and all other items necessary and incidental to the completion of the work.

NRCS – August 2014 266-1

Construction Specification 266—Range Planting

The work consists of preparing the area for treatment and furnishing and placing native grass and forb seed in designated areas as specified.

2. Material Seed— Seed labeling, quality, and seed testing shall be in accordance with Kansas Seed Law. For Kansas Seed Law, the germination test is valid for nine (9) months after the end of the month the test was made so long as the seed remains in Kansas. Federal Seed Law pertains to seed shipped across state lines and the germination test is valid for five (5) months after the end of the month the test was made.

Where named varieties are not available, common (native harvest) seed from a source location as near to the area being seeded as possible may be utilized with prior written request and approval. For mileage restriction, native grass seed will not be used more than 250 to 400 miles north of or 100 to 150 miles south of its point of origin and an increase of elevation of 1500 feet. Seed from a southern source will be given preference over seed from a northern source. Seed source must be identified to the state and county level in order to certify mileage and elevation adequacy.

For seed purchased during the valid period of the germination test, the analysis report may be considered current for the full seeding period in effect at the time of purchase. For example, if seed is purchased March 1 and the germination test date expires March 31, the analysis report may be considered current if the seed is planted by May

15. If the seed is to be planted during a later seeding season, a new germination test shall be performed.

3. Seedbed preparation and treatment Areas to be treated shall be dressed to a smooth, firm surface. On sites where equipment can operate on slopes safely, the seedbed shall be tilled to a depth of 3 inches, smoothed and firmed up. Soil should be firmed to a degree where a footprint will leave an impression of less than ¼ inch deep. Depending on soil and moisture conditions, disking or cultipacking, or both, may be necessary to properly prepare a seedbed. Where equipment cannot operate safely, the seedbed shall be prepared by hand methods by scarifying to provide a roughened soil surface so that broadcast seed will remain in place.

If seeding is to be accomplished immediately following construction operations, seedbed preparation may not be required except on a compacted, polished, or freshly cut soil surface.

If seeding is to be accomplished in a standing cover crop or dead plant residue, seedbed preparation is not required.

All debris, such as rocks larger than 6 inches in diameter, trash, and other objects that will interfere with seeding or maintenance operations, shall be removed or disposed of as specified in section 6.

4. Seeding and dates of planting All seeding operations shall be performed in such a manner that the seed is applied in the specified quantities uniformly in the designated areas. The method and rate of seed application and the approved planting dates shall be as specified in section 6.

5. Measurement and payment For items of work for which specific unit prices are established in the contract, each area treated will be measured as specified in section 6 and the area calculated to the nearest 0.1 acre. Payment for treatment is made at the contract unit price for the designated treatment, which will constitute full compensation for completion of the work.

For items of work for which specific lump sum prices are established in the contract, the quantity of work will not be measured for payment. Payment for this item is made at the contract lump sum price for the item and will constitute full compensation for the completion of the work.

Compensation for any item of work described in the contract, but not listed in the bid schedule is included in the payment for the item of work to which it is made subsidiary. Such items and the item(s) to which they are made subsidiary are identified in section 6.

NRCS – August 2014 266-2

6. Items of work and construction details Items of work to be performed in conformance with this specification and the construction details are:

Bid Item 4 - Range Planting, Brood Cover

a) This item consists of placing seed to the approximate limits shown on the plans or as staked in the field within the approved seeding dates of December 1 and May 15.

b) All accessible areas shall be sown with a native grass drill containing seedbox agitators. The seed shall be placed 1/4 to 3/4 inch deep. The drill shall be equipped with double disc or coulter furrow openers with depth bands and press wheels spaced not more than 12 inches apart. Small, inaccessible areas or wet areas may be broadcast seeded. Broadcast areas shall be lightly harrowed or raked the same day the seed is spread.

c) The seed mixture shall be as follows for the designated area. The actual acres to be seeded will be based on the designed quantity shown on the plans.

Pounds per Acre Species in "Pure Live Seed" (PLS) Aldous Little Bluestem 1.4 Blackwell Switchgrass 0.6 El Reno Sideoats Grama 0.6 Alfalfa 0.4 Prairie Gold Maxmillian Sunflower 0.25 Kaneb Purple Prairieclover 0.15 Upright Prairie Coneflower 0.05 Yellow Sweet Clover 0.15 Plains Sunflower 0.5

d) The seed mix will be pre-approved by NRCS based on seed label. The area to be seeded will not be measured. The estimated quantities are shown on the drawings. Payment will be made at the contract lump sum price for Range Planting, Brood Cover. Payment will constitute full compensation for labor, equipment, tools, and all other items necessary and incidental to the completion of the work.

NRCS – August 2014 267-1

Construction Specification 267—Chemical Weed Control

The work will consist of providing and applying a labeled herbicide to an area of land for weed control as required by the drawings and specifications.

2. Location The location and application of the herbicide application shall be as…