Attachment 4 - Site Drawing_rev1 1.20.22.pdf

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SITE PLAN

TH3

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AS SHOWN

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

30503.013.01

DATE:

MAY 2021

INDIAN HEALTH SERVICES

SCATTERED SITES PROJECT - MURPHY SITE

WALDPORT, OREGON

BEND OFFICE

1020 SW EMKAY DRIVE, #100

BEND, OR 97702

541.322.8962

541.382.2423 FAX

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

20 0 20 40

SCALE OF FEET

SCALE: 1"=20'

WELL EL. 286.42'

ESTIMATED SEPTIC AND WATER

LINE PER OWNER. CONTRACTOR

TO POTHOLE LINES.

ESTIMATED WATER LINE,

PER OWNER

HOUSE

FLOOR

EST. EL.

297.54'

LEGEND

DOWNHILL SLOPE

APPROXIMATE

GRAVEL

DRIVEWAY

GRASS LAWN

WATER AND GAS LINE

INTO STRUCTURE

SITE INFORMATION

OWNER: MURPHY, ROBIN AND WILLIAM

ADDRESS: 4244 SOUTH BEAVER CREEK ROAD, WALDPORT

PROPERTY ID: R34766

SURVEY INFORMATION

1. BASE MAP DEVELOPED FROM AN ELECTRONIC IMAGE

OBTAINED FROM GOOGLE EARTH. AERIAL IMAGE WAS

OBTAINED AUGUST 5, 2020.

2. SITE BOUNDARIES ARE APPROXIMATE.

3. DATA COLLECTION WAS PERFORMED WITH A TRIMBLE

GEO7X CENTIMETER EDITION WITH MAST AND ANTENNA.

4. DATUM INFORMATION:

US STATE PLANE 1983

ZONE 3601

NAD 1983 (CONUS) DATUM

GEOID 12A (CONUS)

5. DATA COLLECTION PERFORMED BY CENTURY WEST

ENGINEERING JULY 28, 2020.

SEPTIC TANK, SIZE KNOWN

SEPTIC CLEANOUT

TELEPHONE POLE AND BOX. PER

OWNER, NEW TRANSITION FROM

OVERHEAD TO UNDERGROUND POWER.

TELEPHONE POLE AND METER BOX. PER

OWNER, TO BE DEMOLISHED BY POWER

COMPANY AND RAN UNDERGROUND.

RETAINING WALL

APPROXIMATE

GRAVEL

DRIVEWAY

APPROXIMATE

SHOP

ESTIMATED

GARAGE

SEPTIC DRAIN

FIELD

EXISTING WATER FILTRATION BUILDING

ABANDON EXISTING WATERLINE IN PLACE

REVISION 1 NOTES:

-The Homeowner has provided the pumphouse with electrical power supply -The water line from the well to the pumphouse shall be replaced along the same alignment -Electrical supply from the pumphouse to the well shall be provided. The pump controls do not need to be rerouted from the old pumphouse.

-A new submersible pump, drop pipe, and submersible cable are to be provided in the existing well

(1.20.2022)

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CENTURY

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AutoCAD SHX Text 8' x 8' PUMPHOUSE SEE SCHEMATIC, SHEET 2

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CONNECT TO EXISTING WATERLINE. ADAPTERS AND FITTINGS AS NEEDED

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1" HDPE PRESSURE PIPE

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1" HDPE PRESSURE PIPE

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CONNECT TO EXISTING WATERLINE AT STRUCTURE. ADAPTERS AND FITTINGS AS NEEDED

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EXTEND UNDERGROUND ELECTRICAL CONNECTION TO PUMP HOUSE

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REROUTE WELL PUMP CONTROLS TO NEW PUMPHOUSE

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COARSE GRAVEL RIPRAP AT FILTER BACKWASH DISCHARGE

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5/8" FILTER BACKWASH TUBING INSIDE 1" HDPE PIPE AS CONDUIT

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SCHEMATIC DETAIL

PUMP HOUSE

TH3

MBB

DR

N.T.S.

SCALES ACCORDINGLY.

THIS SHEET, ADJUST

IF NOT ONE INCH ON

0" 1"

ORIGINAL DRAWING.

BAR IS ONE INCH ON

VERIFY SCALES

APPRBYNO. DATE REVISIONS

SHEET NO.

DRAWING NO.

30503.013.01

DATE:

MAY 2021

INDIAN HEALTH SERVICES

SCATTERED SITES PROJECT - MURPHY SITE

WALDPORT, OREGON

BEND OFFICE

1020 SW EMKAY DRIVE, #100

BEND, OR 97702

541.322.8962

541.382.2423 FAX

PROJECT NO: SCALE:

CHECKED BY:

DRAWN BY:

DESIGNED BY:

1" HDPE PRESSURE PIPE FROM WELL

80 GALLON PRESSURE TANK

PH NEUTRALIZING FILTER

WITH AUTO CONTROL VALVE

IRON/SULFUR FILTER WITH

AUTO CONTROL VALVE

CARTRIDGE FILTER

3/8" O.D. CHEMICAL FEED

TUBING

POSITIVE

DISPLACEMENT

METERING PUMP

10 GALLON

POTASSIUM

PERMANGANATE

SOLTION TANK

1" HDPE PRESSURE PIPE TO HOUSE

NOTE:

1. ALL PIPING INSIDE PUMPHOUSE SHALL BE 1" SCHEDULE 40 PVC UNLESS OTHERWISE NOTED.

2. CONTRACTOR SHALL PROVIDE ALL PIPE, FITTINGS, AND ADAPTERS NEEDED FOR A COMPLETE

FUNCTIONING INSTALLATION.

13" DIA. 10" DIA.

54" NOM. 54" NOM.

CHEMICAL INJECTION TEE

1" PVC TRUE UNION BALL VALVE (TYP.)

PRESSURE

CONTROL

SWITCH

HOSE BIB

5/8" FILTER BACKWASH TUBING

INSIDE 1" HDPE PIPE AS CONDUIT

FILTER BACKWASH

DISCHARGE TO DAYLIGHT

5/8" FILTER BACKWASH TUBING

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CENTURY

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WEST

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