J06 Well Drilling Only Plan Set.pdf

PDF 1 MB Posted Apr 25, 2024

Attached to: Martin Road Two Wells (Bellingham, WA)
Solicitation number: 75H70124Q00024
Issued by: Department of Health and Human Services Indian Health Service

About this file

Written by GovTribe AI · Apr 25, 2024

This document is a set of construction drawings for the installation of two residential drinking water wells in Bellingham, Washington as part of the Martin Road Water System Upgrades project for the Nooksack Indian Tribe.

The key details of the project are:

The project is to install two approximately 50-foot deep drinking water wells at two separate residential homes, including well casing, liner, sanitary seal, screen, well development, test pumping, disinfection, and water quality analysis.
The work is part of the Indian Health Service (IHS) Sanitation Facilities Construction project for the Nooksack Indian Tribe.
The project site is located at 2905 and 2915 Martin Road, Bellingham, WA 98226.
The construction work is anticipated to be between $25,000 and $100,000 in value and will be procured as a 100% Small Business set-aside under NAICS code 237110.
The period of performance is 30 calendar days from the Notice to Proceed.

View the file

Other files

File	Type	Posted
J07 Local Well Logs.pdf	PDF	Apr 25, 2024
J02 Technical Provisions Wells.pdf	PDF	Apr 25, 2024
J08 Homes Location Aerials.pdf	PDF	Apr 25, 2024
J09 Wage Determination WD20240078 dated 02022024.pdf	PDF	Apr 25, 2024
J01 Measurement and Payment.pdf	PDF	Apr 25, 2024
J04 Pump Test Field Data Recording Form.pdf	PDF	Apr 25, 2024
J03 Water Quality Testing Requirements.pdf	PDF	Apr 25, 2024
B01 75H70124Q00024.pdf	PDF	Apr 25, 2024
J05 Well Drilling Site Plan.pdf	PDF	Apr 25, 2024

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U .S

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G-001 1 6

CONTACTS

SHEET INDEX

G-001 COVER & LOCATION

G-002 NOTES

G-003 ABBREVIATIONS AND LEGEND

C-101 SITE PLAN: HOMES 1& 2

C-501 WATER PRESSURE SYSTEM DETAILS

C-502 WATER WELL DETAILS

C-701 PUMP HOUSE PHOTOS AND NOTES

ENGINEERING:

INDIAN HEALTH SERVICE

OLYMPIC DISTRICT OFFICE

500 PACIFIC AVE, SUITE 400

BREMERTON, WA 98337

ASHLEY MARTINEZ

SR. FIELD ENGINEER

OFFICE: (360) 792-6464

CELL: (360) 536-6425

E-MAIL: ASHLEY.MARTINEZ@IHS.GOV

U .S

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LIC

HEALTH SE

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AREA MAP

VICINITY MAP

INDIAN HEALTH SERVICE

SANITATION FACILITIES CONSTRUCTION

PUBLIC LAW 86-121 I.H.S.

PROJECT NO. PO-15-M13

MARTIN RD WATER SYSTEM WELL DRILLING

NOOKSACK INDIAN TRIBE

JANUARY 2024

U .S

U B

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HEALTH SE

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Know what's below.

Call before you dig.

TRIBAL CONTACTS:

NOOKSACK INDIAN TRIBE

NOOKSACK WATER DEPARTMENT

5016 DEMING RD

DEMING, WA 98244

TYLER GREEN

DIRECTOR OF ECONOMIC DEVELOPMENT & PLANNING

OFFICE: 360-398-6551

ELL: 360-410-2698 EMAIL:

TGREEN@NOOKSACK-NSN.GOV

PROJECT LOCATION:

MARTIN ROAD

BELLINGHAM, WA 98226

WHATCOM COUNTY

GENERAL NOTES

1. THE UTILITIES SHOWN IN PLAN AND PROFILE ARE INDICATED IN ACCORDANCE WITH AVAILABLE RECORDS. (ALL UTILITIES MAY NOT BE SHOWN.) THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING EXACT LOCATIONS AND ELEVATIONS OF ALL UTILITIES FROM THE OWNERS OF RESPECTIVE UTILITIES. ALL UTILITIES SHALL BE NOTIFIED AT

LEAST 72 HOURS PRIOR TO EXCAVATION.

2. ALL MINOR OBSTRUCTIONS MAY NOT BE SHOWN ON PLANS. THE CONTRACTOR SHALL VISIT THE SITE AND DETERMINE THE ACTUAL CONDITIONS WITH REGARD TO THE EXISTENCE OF FENCES, DRIVEWAYS, TREES, SIDEWALKS, CULVERTS, UTILITIES AND OTHER MISCELLANEOUS OBSTACLES THAT MAY INTERFERE WITH

CONSTRUCTION PRIOR TO SUBMITTING BIDS.

3. CONTRACTOR RESPONSIBLE FOR OBTAINING PERMITS, IF NEEDED, THROUGH NOOKSACK AND WHATCOM COUNTY.

4. PROTECT OR RESTORE ALL LOT CORNERS.

5. SYMBOLS ON THE DRAWINGS (BECAUSE OF THEIR SIZE) MAY NOT REPRESENT THE EXACT LOCATION OF EITHER

PROPOSED OR EXISTING UTILITIES. (EX. GATE VALVES & HYDRANTS)

6. BELOW GROUND PIPE SHALL HAVE A MINIMUM 24 INCHES OF SOIL COVER.

7. WELL CASING SHALL EXTEND 3 FEET ABOVE GROUND LEVEL

8. IF CONSTRUCTION IS TO TAKE PLACE IN THE COUNTY RIGHT-OF-WAY, THE CONTRACTOR SHALL NOTIFY THE

COUNTY AND OBTAIN ALL THE REQUIRED APPROVALS AND PERMITS.

9. A PRE-CONSTRUCTION MEETING SHALL BE HELD WITH THE PROJECT ENGINEER, CONTRACTING OFFICER, AND

PUBLIC WORKS DIRECTOR PRIOR TO THE START OF CONSTRUCTION.

10. THE CONTRACTOR SHALL ENSURE THAT THE PROPOSED WELLS ARE: AT LEAST 100 FEET AWAY FROM DRAIN FIELDS;

AT LEAST 50 FEET FROM EXISTING AND PROPOSED SEPTIC AND PUMP TANKS; AND AT LEAST 5 FEET AWAY FROM

ANY BUILDING.

11. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES.

THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 811 A MINIMUM OF 48 HOURS (TWO WORKING PRIOR TO ANY EXCAVATION.

12. BEDDING OF THE WATER SERVICE LINES AND COMPACTION OF THE BACKFILL MATERIAL SHALL BE REQUIRED IN

ACCORDANCE WITH THE PROJECT SPECIFICATIONS.

13. EROSION CONTROL MEASURES CONFORMING TO THE REQUIREMENTS, AS OUTLINED IN THE PROJECT

SPECIFICATIONS, SHALL BE TAKEN BY THE CONTRACTOR DURING CONSTRUCTION.

14. DISPOSE OF ALL COMPONENTS REMOVED ON SITE INCLUDING, BUT NOT LIMITED TO, PIPING, FITTINGS, VALVES, VAULTS, HAZARDOUS WASTES, AND EXCESS MATERIALS TO AN EPA APPROVED LANDFILL OR HAZARDOUS WASTE

LANDFILL.

15. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO HAVE A COPY OF THE APPROVED CONSTRUCTION

PLANS AND PROJECT SPECIFICATION DOCUMENTS ON SITE AT ALL TIMES.

16. ANY CHANGES TO THE DESIGN SHALL FIRST BE REVIEWED AND APPROVED BY THE PROJECT ENGINEER AND THE

CONTRACTING OFFICER.

NOTE:

ABBREVIATIONS AND SYMBOLS LISTED IN THE

LEGEND ARE TYPICAL. NOT ALL SYMBOLS OR

ABBREVIATIONS ARE REPRESENTED WITHIN

THIS DRAWING SET.

LEGEND

PRESSURE TANK

LIFT STATION

AIR RELEASE VALVE

BALL VALVE

GATE VALVE

AIR VENT

FIRE HYDRANT

YARD HYDRANT

PIV

FDC

REDUCER

SAMPLING STATION

WATER BLOWOFF

SOLENOID VALVE

WATER CHECK VALVE

WATER METER

PRV

WELL

DIRECTION OF FLOW

SEWER CLEANOUT

SEWER MANHOLE OR SEPTIC RISER

STORM DRAIN CATCH BASIN

STORM DRAIN MANHOLE

POWER/UTILITY POLE

POWER POLE AND TRANSFORMER

TELEPHONE PEDESTAL

UTILITY POLE

BENCHMARK

TEMPORARY BENCHMARK

CONTROL / TRAVERSE POINT

SOIL LOG

TREE

WETLAND

SIGN

POWER VAULT

CULVERT

PUMP HEAD

BOLT

4-WAY PUMP MANIFOLD

U-BOLT

PUMP LEVEL CONTROL

NOTE MARKER

SCALE

PUMP

EXISTING SEPTIC TANK

PROPOSED SEPTIC TANK

WSL

SFM

UGC

STM

SSL SSL SSL

LINES

HATCHES

SYMBOLS

WATER MAIN - EXISTING

WATER MAIN - PROPOSED

WATER SERVICE LINE

SEWER MAIN

SEWER SERVICE LINE

SEWER FORCE MAIN

STORM DRAIN

FIBER OPTIC

CABLE

NATURAL GAS

FENCE (CHAIN-LINK)

TELEPHONE

OVERHEAD POWER

ELECTRICAL SERVICE CONDUIT

EASEMENT

PROPERTY LINE

RIGHT OF WAY

FLOOD ZONE

PAVEMENT

GRAVEL

WATER

TO BE ABANDONED

TO BE DEMOLISHED/REMOVED

CONCRETE

EARTH

SAND

BUILDING

C.I.P.P - CURE IN PLACE PIPE

30 60 120

SCALE: 1"=60 FEET

TEL

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A ABANDON

AARV AUTOMATIC AIR RELEASE VALVE

AC ASPHALT CONCRETE

ACP ASBESTOS CEMENT PIPE

APPD APPROVED

APPROX APPROXIMATE

ARV AIR RELEASE VALVE

AUX AUXILIARY

AVG AVERAGE

BD BASIN DRAIN

BF BLIND FLANGE

BFP BACKFLOW PREVENTER

BFV BUTTERFLY VALVE

BLDG BUILDING

BM BENCHMARK

BR BACKWASH RETURN

BRD BACKWASH RESIDUAL DRAIN

BRW BACKWASH RESIDUAL WASTE

BV BALL VALVE

BWD BACKWASH DRAIN

BWS BACKWASH SUPPLY

CFS CUBIC FEET PER SECOND

CGV CHLORINE GAS (VACUUM)

CI CAST IRON

CIP CAST IRON PIPE

CISP CAST IRON SOIL PIPE

CJ CONTRACTION JOINT

CL CENTERLINE

CLCS CEMENT LINED COATED STEEL

CLR CLEARANCE

CMP CORRUGATED METAL PIPE

CO CLEAN OUT

CONC CONCRETE

CONN CONNECTION

CONT CONTINUOUS

CORP CORPORATION

CP CONCRETE PIPE/

SURVEY CONTROL POINT

CPLG COUPLING

CPP CORRUGATED PLASTIC PIPE

CPVC CHLORINATED POLYVINYL CHLORIDE

CS CHLORINE SOLUTION

CTR CENTER

CU COPPER

CU FT CUBIC FEET

CU YD CUBIC YARD

CV CHECK VALVE

CYL CYLINDER

D DRAIN

D-BOX DISTRIBUTION BOX

DCVA DOUBLE CHECK VALVE ASSEMBLY

DEG DEGREE

DI DUCTILE IRON

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DIP DUCTILE IRON PIPE

DNF DID NOT FIND

DWG DRAWING

E <E> Existing

EA EACH

ECC ECCENTRIC

EFFL EFFLUENT

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELL ELBOW

ENG ENGINEER

EQUIP EQUIPMENT

EX EXISTING

EXP EXPANSION

EXT EXTERIOR

FCA FLANGED COUPLING ADAPTOR

FD FLOOR DRAIN

FDC FIRE DEPARTMENT CONNECTION

FF FINISHED FLOOR

FH FIRE HYDRANT

FIG FIGURE

FLG FLANGE

FOC FACE OF CONCRETE

FNPT FEMALE NATIONAL PIPE THREAD

FRP FIBERGLASS REINFORCED PIPE

FS FILTER SUPPLY WATER

FT FEET

FTW FILTER TO WASTE

GA GAUGE

GAL GALLON

GALV GALVANIZED

GL GLASS

GRTG GRATING

GSE GROUND SURFACE ELEVATION

GSP GALVANIZED STEEL PIPE

GV GATE VALVE

GV_SO SHUT OFF VALVE

HB HOSE BIB

HDPE HIGH DENSITY POLYETHYLENE

HORIZ HORIZONTAL

HR HOUR

HV HOSE VALVE

HWL HIGH WATER LEVEL

ID INSIDE DIAMETER

IE INVERT ELEVATION

IN INCH

INFL INFLUENT

INV INVERT

IUP INSULATED UNDERGROUND PIPING

JT JOINT

KGV KNIFE GATE VALVE

KW KILOWATT

L LENGTH

LAV LAVATORY

LF LINEAR FEET

LWL LOW WATER LEVEL

MATL MATERIAL

MAX MAXIMUM

MC MECHANICAL COUPLING

MCC MOTOR CONTROL CENTER

MECH MECHANICAL

MFR MANUFACTURER

MGD MILLION GALLONS PER DAY

MH MANHOLE

MIN MINIMUM, MINUTE

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

MNPT MALE NATIONAL PIPE THREAD

MON SURVEY MONUMENT

NATL NATIONAL

NIC NOT IN CONTRACT

NO NORMALLY OPEN, NUMBER

NPT NATIONAL PIPE THREAD

NPW NON POTABLE WATER

NTS NOT TO SCALE

OD OUTSIDE DIAMETER

OF OVERFLOW

OPNG OPENING

ORIG ORIGINAL

PROPOSED

POC POINT OF CURVATURE

PC PROPERTY CORNER

PE POLYETHYLENE

PG PRESSURE GAUGE

PI POINT OF INTERSECTION

PIV POST INDICATOR VALVE

PL PROPERTY LINE

POB POINT OF BEGINNING

POT POINT ON TANGENT

PR PAIR

PRS PRESSURE REDUCING STATION

PRV PRESSURE RELIEF VALVE\

PRESSURE REDUCING VALVE

PS PIPE SUPPORT\ PUMP STATION

PSF POUNDS PER SQUARE FOOT

PSH PRESSURE SWITCH HIGH

PSI POUNDS PER SQUARE INCH

PT POINT

PV PLUG VALVE

PVI POINT OF VERTICAL INTERSECTION

PVC POLYVINYL CHLORIDE

PW POTABLE WATER

QTY QUANTITY

R RADIUS

RCP REINFORCED CONCRETE PIPE

RED REDUCER

REF REFERENCE

REINF REINFORCE

REQD REQUIRED

RJ RESTRAINED JOINT

ROW RIGHT OF WAY

RPBA REDUCED PRESSURE

BACKFLOW ASSEMBLY

RW RIGHT OF WAY

S SLOPE

SCH SCHEDULE

SHR SHOWER

SHT SHEET

SL SURVEY LINE

SPEC SPECIFICATION

SQ FT SQUARE FEET

SQ IN SQUARE INCH

SFR SINGLE FAMILY RESIDENCE

SS SANITARY SEWER/

SAMPLING STATION

SST STAINLESS STEEL

STA STATION

STD STANDARD

STL STEEL

SV SOLENOID VALVE

TBM TEMPORARY BENCHMARK

TRV SURVEY TRAVERSE POINT

TYP TYPICAL

V/ARV VACUUM & AIR RELEASE VALVE

VCP VITRIFIED CLAY PIPE

VERT VERTICAL VT VENT

VTR VENT THROUGH ROOF

WBP WATER BOOSTER PUMP

WS WATER SURFACE

WSP WELDED STEEL PIPE

WW WELL WATER

NOTE:

ABBREVIATIONS AND SYMBOLS LISTED IN THE LEGEND

ARE TYPICAL. NOT ALL SYMBOLS OR ABBREVIATIONS

ARE REPRESENTED WITHIN THIS DRAWING SET.

ABBREVIATIONS

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G-003 3 6

O H

SFM

EXISTING DRAINFIELD

SSL

SFM

SFM SFM

SFM

EXISTING DISTRIBUTION BOX

(REPLACE WITH PLASTIC D-BOX)

4" SOLID SEWER PIPE

(REPLACE)

4" PERFORATED

DRAINFIELD PIPE

(REPLACE ALL)

2-12" SEWER

FORCE MAIN

(REMAIN IN PLACE)

BARBED WIRE FENCE

(RESERVATION BOUNDARY)

4" SOLID

SEWER PIPE

(REPLACE ALL)

X X

SFM SFM

ZONE A

ANDERSON CREEK

ZONE AE

ZONE X

MARTIN RD

WORK ITEMS

1. INSTALL APPROX. 50' WELL AT HOUSE 1 COMPLETE WITH:

a. WELL CASING, LINER (AS DIRECTED BY PROJECT

ENGINEER)), SANITARY SEAL, AND SCREEN (AS

DIRECTED BY PROJECT ENGINEER))

b. WELL DEVELOPMENT OF AT LEAST 2 HOURS

c. TEST PUMPING

d. DISINFECTION AND WATER QUALITY ANALYSIS

2. INSTALL APPROX. 50' WELL AT HOUSE 2 COMPLETE WITH:

a. WELL CASING, LINER (AS DIRECTED BY PROJECT

ENGINEER), SANITARY SEAL, AND SCREEN (AS

DIRECTED BY PROJECT ENGINEER))

b. WELL DEVELOPMENT OF AT LEAST 2 HOURS

c. TEST PUMPING

d. DISINFECTION AND WATER QUALITY ANALYSIS

HOMES 1 & 2,

SEE SHEET C-102 FOR DETAILS

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EXISTING 2.5" PVC

SEWER FORCE MAIN

AERIAL VIEW

ZONE AE

FEMA FLOOD ZONES:

PROPOSED WORK IS IN A FEDERAL FLOODWAY. CASING FOR

BOTH WELLS SHALL EXTEND AT LEAST 36" ABOVE ORIGINAL

GRADE. BOTH WELL SHOULD BE MOUNDED AT LEAST 12"

ABOVE ORIGINAL GRADE WITH A 3:1 SLOPE.

ZONE A: AREAS WITH A 1% ANNUAL CHANCE OF FLOODING

AND A 26% CHANCE OF FLOODING OVER THE LIFE OF A 30

YEAR MORTGAGE.

ZONE AE: THE BASE FLOOD PLAIN WHERE BASE FLOOD

ELEVATIONS ARE PROVIDED.

ZONE X: ZONE X IS THE AREA DETERMINED TO BE OUTSIDE

THE 500-YEAR FLOOD AND PROTECTED BY LEVEE FROM 100-

YEAR FLOOD.

O H

OH OH OH OH OH OH OH OH OH

MARTIN RD

<E> 1.5" PVC

SEWER LINE SFM

SFM

SSL

HOME 1

HOME 2

<E> SEPTIC

TANK

WELL

LAT:48°51'41.4049"N

LONG:-122°19'48.2894"W

ELEV: ~130 FT

<E> LIFT

STATION

CHURCH

SFM

SFM SFM SFM SFM SFM SFM SFM SFM SFM SFM SFMSFM

100' PROTECTIVE RADIUS

COMBINATION

SEPTIC/PUMP TANK

(NIC: BY OTHERS)

SEWER

TRANSPORT PIPE

(NIC: BY OTHERS)

SL CAR PORT

1.25 " SC

. 40 PVC

WATER PRESSURE SYSTEM

ENCLOSURE AND PLATFORM

(NIC: FUTURE IHS PROJECT)

WSL

WATER PRESSURE SYSTEM

ENCLOSURE AND PLATFORM

(NIC: FUTURE IHS PROJECT)

<E> WATER

STUBOUT (ASSUMED) <E> WATER STUBOUT

(ASSUMED)

CAR PORT

<E> SEPTIC

TANK

100' PROTECTIVE RADIUS

1.25" SCH. 40 PVC

1.25" SC

. 40 PVC

w w

1.25" SCH. 40 PVC

COMBINATION

SEPTIC/PUMP TANK

(NIC: BY OTHERS)

BORE UNDER EXISTING

DRIVEWAY AND SLEEVE PIPE

(NIC: FUTURE IHS PROJECT

<E> PUMP HOUSE:

TO BE DEMOLISHED

AND REMOVED

(NIC: BY OTHERS)

<E> WELL:

TO BE DECOMMISSIONED PER WAC

(NIC: BY OTHERS)

50' PROTECTIVE RADIUS

' P

R O

' P

R O

WELL 1

LAT: 48°51'41.3153"N

LONG: -122°19'51.6248"W

ELEV: ~131 FT

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NOTES:

· EXISTING SEPTIC TANKS OF HOMES 1 & 2 GRAVITY FLOW TO THE

EXISTING LIFT STATION SHOWN TO THE EAST ON THIS SHEET. THIS

LIFT STATION AND THE FUTURE PROPOSED SEPTIC TANKS PUMP TO A

COMMUNITY DRAIN FIELD APPROXIMATELY 1,800 FT TO THE SE.

· WATER STUBOUT LOCATIONS ARE ASSUMED BASED ON DIRECTION OF

PUMP HOUSE FROM HOMES AND MAY VARY.

· WELL CASING TO BE CUT NO LESS THAN 3 FT ABOVE GROUND

· WELL DRILLING LOCATIONS WILL B E STAKED IN THE FIELD BY IHS. ANY

DEVIATION FROM STAKED LOCATION FOR DRILLING MUST BE

PRE-APPROVED BY IHS

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EXAMPLE NEARBY WELL LOG:

Sheets and Views

M13 Well Drilling Only_Copy-Cover & Location

M13 Well Drilling Only_Copy-Notes and Legend

M13 Well Drilling Only_Copy-Abbreviations

M13 Well Drilling Only_Copy-X Martin Rd Community Overview

M13 Well Drilling Only_Copy-Site Plan

M13 Well Drilling Only_Copy-DETAILS (2)

File details come from the government source that posted it. Updated Apr 25, 2024.