1-SOW.docx

STATEMENT OF WORK

PL 86-121 CONSTRUCTION PROJECT

INDIAN HEALTH SERVICE

PORTLAND AREA

Statement of Work, Project PO-18-C32H Page 3 of 3

Solicitation No: TBD

Project Name: B. Parkin - Onsite Septic System & Community Water Service line

Project Location: 91 W Place Road Neah Bay WA, 98357-9999 Makah Indian Reservation

Project No: PO-23-D19

Project Completion Time: 60 calendar days

Site Visit: No, at the contractor’s discretion.

Designer/Project Engineer/COR:

Designer

Zack Olson Engineering Technician Division of Sanitation Facilities Construction Indian Health Service, Port Angeles Field Office (PAFO) 1601 E. Front St., Bldg. B Suite C Port Angeles, WA 98362 Office: 360-452-1196 Cell: 360-775-5360

COR

Zack Olson Engineering Technician Division of Sanitation Facilities Construction Indian Health Service, Port Angeles Field Office (PAFO) 1601 E. Front St., Bldg. B Suite C Port Angeles, WA 98362 Office: 360-452-1196 Cell: 360-775-5360

A. Project Description

This project is for the installation of an individual septic system and community water system service connection on Trust land (Tribal jurisdiction) within Clallam County. The proposed septic system is to consist of a 1,000-gallon concrete septic tank, 1,000-gallon individual lift station, and standard mound system with 1496 square feet of dispersal area.

B. Ownership

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

C. TERO & Other Fees

TERO fees apply.

D. Scope of Work

Work is to be completed on the Makah Indian Reservation, under the jurisdiction of the Makah Tribe. The contractor must review site conditions and report any concerns or discrepancies to the Indian Health Service COR in writing prior to construction. In accordance with the Design (Attachment: 5 Design – Perry) and Technical Provisions (Attachment: 6 Technical Provisions - Perry), the Contractor must:

D.1 Work Requirements:

1. Mobilize and demobilize

2. Install solid sewer pipe

3. Install underground cleanout

4. Install septic tank

5. Install pump tank with pump (Liberty FL30-Series, or equal) and controls

6. Install effluent transport line

7. Install sand mound drainfield

8. Install water service line

9. Install water meter and pressure reducing valve

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 IHS COR.

a) Washington Administrative Code (WAC Chapter 246-272A, On-site Sewage Systems, Rules and Regulations of the State Board of Health)

b) Septic Design (Attachment: 5 Design – Perry)

c) Indian Health Service Technical Provisions (Attachment: 6 Technical Provisions – Perry)

E.2 Submittals The contractor must provide electronic copies of the below listed items to the COR.

a) Pre-Construction (submit a minimum of five (5)-days prior to construction)

i. Dosing pump manufacturer and model

ii. Tapping Saddle

iii. Equipment or material variations from those specified in the Design (Attachment: 5 Design – Parkin) and Technical Provisions (Attachment: 6 Technical Provisions - Parkin)

b) Post–Construction (submit with payment invoice)

i. Swing-tie measurements for the tank riser cover centers and drainfield distal ends, in accordance with Washington Administrative Code (WAC 246-272A-0265 - Record drawings).

E.3 Material Specifications

i. The contractor must install materials as specified on the Design (Attachment: 5 Design – Parkin) and Technical Provisions (Attachment: 6 Technical Provisions - Parkin).

ii. Materials specified may be substituted with equals with written approval from the COR in accordance with submittal procedure E.2 a) ii above.

E.4 Work Execution Requirements

i. The contractor is responsible for determining the exact location of all utilities. The contractor is responsible for protecting utilities from damage during construction.

ii. The contractor must attend a pre-construction meeting before beginning work under this contract, unless explicitly authorized by the Contracting Officer.

iii. A minimum of five (5)-days of continuous dry weather conditions is required prior to commencing work, unless explicitly waived by the COR.

iv. All debris generated during construction must be removed from site.

v. All areas disturbed by construction activities must be finish-graded.

vi. The contractor must not damage or disturb soils when clearing drainfield.

vii. The contractor must notify and obtain approval from the COR before deviating from the design specified in Attachment: 5 Design – Parkin.

viii. The contractor must obtain approval from the Contracting Officer prior to installing material quantities in excess of those specified on the bid schedule (Attachment: 2 Bid Schedule).

ix. The contractor must notify and advise the COR on all work to be done or in progress sufficiently in advance so that a proper inspection can be performed.

x. The contractor must contact the COR 24 hours prior to final backfill for a final inspection.