1-Statement of Work Swanson.docx

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Jeremy Swanson Well (Snoqualmie)
Solicitation number
75H70124Q00013
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This statement of work is for a residential drinking water well installation project on private land owned by a member of the Snoqualmie Tribe. The contractor will drill a well to a depth of approximately 220 feet until a minimum of 5 gallons per minute of water is obtained that meets EPA drinking water standards. Work will include installing welded steel casing, PVC liner if needed, a sanitary seal, well screen if required, well development, test pumping, disinfection, and water quality sampling. The contractor is responsible for obtaining any necessary permits from the Department of Ecology and complying with Washington state well construction regulations. They must submit documentation of casing, drilling method, and screen specifications if installed, as well as post-construction water quality and pumping test results and the well log. The project is to be completed within 30 calendar days of notice to proceed. The federal agency overseeing this project is the Indian Health Service under solicitation number 75H70124Q00013.

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STATEMENT OF WORK

PL 86-121 CONSTRUCTION PROJECT

INDIAN HEALTH SERVICE

PORTLAND AREA

Statement of Work, Project PO-21-C86A Page 3 of 3

Solicitation No:TBD
Project Name:Jeremy Swanson New Test Well
Project Location:19020 Nicks Rd
Arlington, WA 98223

Snohomish County

Homeowner contact:Jeremy Swanson, jaswanson317@gmail.com
Project No:PO-22-D01M

A. Project Description

This project is for the installation of a residential drinking water well on fee land. The contractor shall drill the well, consisting of welded steel casing, PVC liner (as needed), sanitary seal, well screen (as needed), well development, test pumping, disinfection, and water sampling. The estimated well depth based on existing nearby wells is 220 feet. The contractor shall drill the well until water is encountered that will provide at minimum 5-gpm of water that meets US EPA drinking water standards, or to the estimated depth indicated on the bid schedule, whichever occurs first. If satisfactory water is not encountered before or at the estimated depth, the contractor shall consult with the Contracting Officer on whether to drill deeper for the approved contract unit cost. All appurtenances, including a submersible pump and pressure system, will be contracted separately. Existing well logs from the surrounding area are provided (see Attachments). These well logs do not guarantee similar geologic formations will be encountered. Further investigation of the site and locating other local well logs is the responsibility of the contractor. Any permits, including the Department of Ecology Notice of Intent, are the responsibility of the contractor. Shall the well not provide sufficient quantity and quality of water, it shall be decommissioned per the WAC.

B. Ownership

This project will provide sanitation facilities to a private home owned by a member of the sponsor Tribe, Snoqualmie. Upon completion, the facilities will be transferred to the homeowner. The system will be operated by the homeowner.

C. TERO & Other Fees

TERO fees do not apply.

D. Scope of Work

Work is to be completed on a private home, under the jurisdiction of Snohomish County. The contractor must review site conditions, and report any concerns or discrepancies to the Contracting Officer’s Representative (COR) in writing prior to beginning construction. The proposed well location is indicated in the drawings. IHS has verified that an adequate 100-foot sanitary control area is available at this spot.

D.1 Work Requirements: The well construction shall include:

D.1.1. Mobilization and Demobilization D.1.2. Well Drilling for 6” casing D.1.3. Installation of 6” Steel Well Casing D.1.4. Placement of Sanitary Grout D.1.5. Placement of Well Screen (as needed) D.1.6. Well Development D.1.7. Test Pumping D.1.8. Disinfection and Water Quality Analysis (see Attachment) Optional Items, As Needed:

D.1.9. Installation of 4.5” PVC Well Liner D.1.10. Well Decommissioning

E. Technical Requirements

E.1 Codes, References, and Standards Work under this contract must be performed in compliance with the codes, references, and standards listed below. If conflicts exist between these references, consult the COR for direction.

a) Washington Administrative Code (WAC Chapter 173-160, MINIMUM STANDARDS FOR CONSTRUCTION AND MAINTENANCE OF WELLS)

b) Indian Health Service Technical Provisions (See Attachments)

E.2 Submittals The Contractor shall provide submittals to the COR on the items listed below. Submittal approval is required for variations from equipment and materials specified.

a) Pre-Construction

i. Well casing

ii. Type of drilling method: If mud rotary, method of mud containment

b) Following drilling, if a screen is found to be necessary, the following submittals shall be required. The COR shall make the final determination regarding screen installation.

i. Well screen

a) Post-construction:

i. Water quality analysis results

ii. Pumping test results

iii. WA DOE Well log

E.3 Material Specifications

a) Install materials as specified in sections D & E above. Materials specified may be substituted with equals upon approval from the COR.

E.4 Work Execution Requirements

a) The Contractor shall contact the COR 48 hours prior to mobilization.

b) The Contractor must attend a pre-construction meeting before beginning work under this contract, unless otherwise explicitly authorized by the Contracting Officer.

c) The Contractor is responsible for determining the exact location of any and all utilities. The Contractor is responsible for protecting utilities from damage during construction.

d) All debris generated during construction shall be removed from site.

e) All areas disturbed by construction activities shall be finish-graded.

f) The contractor must obtain approval from the Contracting Officer prior to installing material quantities in excess of those specified on the bid schedule. The Contractor shall keep the COR notified and advised of all work to be done or work in progress sufficiently in advance so that proper inspection can be performed.

Project Engineer and Recommended COR:

Sierra Schatz, E.I.T., Sierra.Schatz@ihs.gov

Project Completion Time: 30 calendar days from the Notice to Proceed (NTP)

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