SR599_SOW_K Bradley.pdf

Sewer Service Lines Page 1 of 3

April 10, 2025

STATEMENT OF WORK

1.01 SUMMARY OF WORK TO BE DONE BY CONTRACTOR

A. Rehabilitate a section of sewer service line utilizing the Cured-in-Place Pipe (CIPP) method in the location as shown on the drawings.

1.02 SITE LOCATION

1149 Goldfinch Road Horton, Brown County, KS 66439

1.03 CONSTRUCTION SCHEDULE

A. Contact the Construction Inspector three business days before the start of any work.

B. Failure to perform work on the date scheduled will require rescheduling the work 24-hours in advance.

C. Leave all work exposed until it is inspected and approved. Work not inspected before it is covered will be re-exposed at the Contractor’s expense.

D. All work is to be performed Monday through Friday ONLY between the hours of 8:00 am and 5:00 pm. No work is to be performed on the weekends and/or federal holidays.

1.04 CONTACT INFORMATION

A. Jim Shane 324 New York Ave. Holton, KS 66436 office phone # (785) 364-4164 cell phone # (785) 851-0906 fax # (785) 364-4843 Email: Donald.shane@ihs.gov

1.05 QUALITY ASSURANCE

A. Perform work under the direction of personnel licensed in the state including, but not limited to Plumbing.

1.06 WARRANTY

A. Provide a minimum one-year warranty for all materials and labor, covering defects in the materials or workmanship.

1.07 MATERIALS

A. Two-way cleanout with riser pipe and cap shall be of 4-inch schedule 40 PVC material.

B. One-way cleanout with riser pipe and cap shall be of 4-inch Schedule 40 PVC material.

C. Sewer Service pipe lining:

1. A resin impregnated felt tube made of polyester, fiberglass cloth, spread tow carbon fiber or another resin-impregnated material.

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D. Turf and Grasses (Fertilizer, Seed and Mulch):

1. Fertilizer: 20-10-10 mixture of 20% nitrogen, 10% Phosphorous, and 10% Pot Ash.

2. Seed Mixture: Blend of Kentucky 31, Fescue, and annual rye grass.

3. Mulch: Prairie (native) hay, not more than 2 years old and free of noxious weeds.

1.08 INSTALLATION

A. Cleanout installation:

1. Contractor shall replace the existing cleanout (approximately 30 feet south of deck), with a two-way cleanout (See Detail drawing). Riser pipe shall terminate 12 inches above existing ground surface.

2. Contractor shall install a one-way cleanout in service line in location indicated in drawing (see Detail drawing). Riser pipe shall terminate 12 inches above existing ground surface.

B. Lining existing service line in location indicated in drawing.

1. Contractor shall clear all debris in existing service line include waste and roots.

Liner shall have no bulges from debris.

Contractor shall install a resin impregnated felt tube made of polyester, fiberglass cloth, spread tow carbon fiber or another resin-impregnated material by inserting or pulling the Cured-in-Place Piping, through the existing service line.

2. Contractor shall cut in any trunk piping to liner and remove cuttings.

C. Turf and Grasses (Fertilizer, Seed and Mulch). Fertilize, seed, and mulch all areas disturbed by construction activities.

1. Fertilizing:

a. Apply using mechanical equipment.

b. Uniformly distribute.

c. Incorporate into soil using harrow or other suitable equipment.

d. Conform to recommendations of local county extension agent.

e. Fertilize the area at an application rate of 200 lbs per acre.

2. Seeding:

a. Sow seed using either equipment suited to that purpose or scatter seed uniformly over area with hand seeders when the weather is sufficiently quiet to prevent seeds from blowing away.

b. Plant when soil temperature is 60° F or greater.

c. Application rate

1) 200 pounds per acre of the Kentucky 31, fescue, and rye grass.

d. Lightly rake soil to cover the seed with approximately ¼ inch of soil.

3. Mulching:

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a. Place hay mulching on seeded area loose enough to allow some sunlight to penetrate and air to circulate but thick enough to shade the ground, conserve soil moisture, and prevent/reduce erosion.

b. Do not perform mulching activities during periods of excessively high winds, which would preclude the proper placing of the mulch.

c. Apply straw or hay uniformly over the disturbed area to a loose depth of ½ to 1½ inches using 2 to 2 ½ tons of mulch per acre.

d. Immediately after spreading, anchor mulch using a mulch tiller consisting of a series of dull flat discs with notched edges or other approved equipment.

1.09 TESTING/INSPECTION

A. Visually inspect each sewer line joints for solvent welded joints.

B. Repair all joints before backfilling.

1.10 SITE RESTORATION

A. Restore site to close original condition.

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