J03 Plans Sealed.pdf

PDF 6 MB Posted Oct 31, 2024

Attached to: Martin Rd Wastewater System Upgrades (Nooksack) Federal contract opportunity
Solicitation number: 75H70125Q00004
Issued by: Department of Health and Human Services Indian Health Service

About this file

Written by GovTribe AI · Oct 31, 2024

This document contains the project drawings for the Martin Rd Wastewater System Upgrades for the Nooksack Indian Tribe in Whatcom County, Washington. The project aims to improve the individual and shared wastewater facilities serving five residential homes. The key work includes retrofitting septic and pump tanks, replacing tanks, installing new force mains and appurtenances, replacing the shared drain field distribution box, and removing sediment from the drain field. The work must be performed in accordance with the statement of work, site drawings, technical specifications, and applicable regulatory standards. The contractor is responsible for further site investigation and obtaining any required permits. This appears to be a solicitation document for the federal contract opportunity with ID 121f96cc23764c71aca50934433bfe0b.

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Other files for this federal contract opportunity

Other files attached to Martin Rd Wastewater System Upgrades (Nooksack), newest first.
File	Type	Posted
J05 US DOL WD WA20240101 Dated 3-8-2024.pdf	PDF	Oct 31, 2024
J01 Statement of Work.docx	DOCX document	Oct 31, 2024
J02 Tech Specs v2.pdf	PDF	Oct 31, 2024
J04 ROW Description.pdf	PDF	Oct 31, 2024
A11 Pre-Solicitation SAM Notice.pdf	PDF	Oct 31, 2024
B01 75H70125Q00004.pdf	PDF	Oct 31, 2024

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G-001 1 14

CONTACTS

SHEET INDEX

G-001 COVER & LOCATION

G-002 ABBREVIATIONS

G-003 NOTES AND LEGEND

C-101 SITE PLAN: OVERVIEW

C-102 SITE PLAN: HOMES 1 & 2

C-103 SITE PLAN: HOMES 3, 4 & 5

C-104 SITE PLAN: HOME 6

C-501 DETAILS 1, 2: STEP TANK

C-502 DETAILS 3, 4: SERVICE CONNECTIONS TO SFM

C-503 DETAIL 5: NEW SFM CONNECTION TO SFM

C-504 DETAILS 6, 7, 8: D-BOX AND PIPE TRENCH BEDDING

C-505 DETAILS 9, 10 : EXISTING AND NEW SFM CLEANOUTS

C-506 DETAILS 11, 12 : DRAIN FIELD

C-701 SITE PHOTOS

ENGINEERING:

INDIAN HEALTH SERVICE

OLYMPIC DISTRICT OFFICE

500 PACIFIC AVE, SUITE 400

BREMERTON, WA 98337

ASHLEY MARTINEZ, EIT

PROJECT ENGINEER

CELL: (360) 536-6425

EMAIL: ASHLEY.MARTINEZ@IHS.GOV

ROGER HARGROVE, PE

DISTRICT ENGINEER

CELL: (360) 536-0096

E-MAIL: ROGER.HARGROVE@IHS.GOV

U .S

U B

LIC

HEALTH SE

R V

1 7 9 8

AREA MAP

VICINITY MAP

SANITATION FACILITIES CONSTRUCTION

PUBLIC LAW 86-121

I.H.S. PROJECT PO-12-B65

MARTIN RD WASTEWATER SYSTEM UPGRADES

NOOKSACK INDIAN TRIBE

KNOW WHAT'S BELOW.

CALL BEFORE YOU DIG.

TRIBAL CONTACTS:

NOOKSACK INDIAN TRIBE

NOOKSACK WATER DEPARTMENT

5016 DEMING RD,

DEMING, WA 98244

ROSS CLINE, JR., PLANNING MANAGER

OFFICE: (360) 592-0162 EXT.3207

CEL: (360) 303-8153

EMAIL: RCLINE@NOOKSACK-NSN.GOV

PROJECT LOCATION:

MARTIN ROAD

BELLINGHAM, WA 98226

WHATCOM COUNTY

REGOR EV

ORGRAH

WFO

ETATS

NIHSA

REGISTERED

20102155PROFESSIONAL ENG

NEE

08/30/2024

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RAYMOND

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ABERDEEN

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TAHOLAH

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QUEETS

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QUINAULT RIVER

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MOCLIPS

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QUEETS RIVER

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KALALOCH

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TO PORTLAND

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CENTRALIA

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ROCHESTER

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OAKVILLE

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OLYMPIA

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YELM

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BREMERTON

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SHELTON

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ENUMCLAW

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AUBURN

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TACOMA

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SEATTLE

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LA PUSH

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HOH

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FORKS

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RIVER

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NEAH BAY

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ARLINGTON

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MARYSVILLE

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SEDRO WOOLLEY

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ELWHA R.

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ANGELES

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PORT

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NORTH

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NO SCALE

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MOUNT VERNON

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BELLINGHAM

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DEMING

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ARLINGTON

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RESERVATION

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TULALIP INDIAN

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MOUNT VERNON

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BELLINGHAM

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BLAINE

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BIG LAKE

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CLEARLAKE

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SEDRO WOLLEY

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PRAIRIE

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WICKERSHAM

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MOUNT VERNON

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BURLINGTON

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HILLSIDE RD

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VAN ZANDT

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CARON RD

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POTTER RD

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ACME

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EMILY DRIVE

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EMILY DRIVE

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TIKKI PLACE

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FIVE CEDARS DR.

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ULUQUANCE DRIVE

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ULUQUANCE DRIVE

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DEMING

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NOOKSACK

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RUTSATZ RD

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BRITISH COLUMBIA

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ULUQUANCE DR

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LYNDEN

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NORTHWOODS CASINO

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NOOKSACK INDIAN TRIBE LOCATION

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MARTIN RD PROJECT AREA

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) 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

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

(P) 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. REDUNDANT

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

SFM SEWER FORCE MAIN

SS SANITARY SEWER/

SAMPLING STATION

SSL SEWER SERVICE LINE

SST STAINLESS STEEL

STA STATION

STD STANDARD

STEP SEPTIC TANK EFFLUENT PUMP

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

WAC WASHINGTON STATE ADMINISTRATIVE CODE

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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REGOR EV

ORGRAH

WFO

ETATS

NIHSA

REGISTERED

20102155PROFESSIONAL ENG

NEE

08/30/2024

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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. BEDDING AND SOIL COMPACTION FOR SEWER PIPE, TRANSPORT PIPE, AND CONCRETE STRUCTURES MUST MEET COMPACTION

REQUIREMENTS UNDER TECHNICAL SPECIFICATIONS SECTION 02315.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING PERMITS, IF REQUIRED.

5. PROTECT OR RESTORE ALL LOT CORNERS.

6. IF ANY EXISTING STRUCTURE TO REMAIN IS DAMAGED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR AND/OR REPLACE THE STRUCTURE AS NECESSARY TO RETURN IT TO ORIGINAL CONDITIONS OR

BETTER.

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

EXISTING UTILITIES (EX. CLEANOUTS).

8. INSTALL STEP TANKS OUTSIDE OF THE 50-FOOT WELL PROTECTION RADIUS.

9. 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.

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

MANAGER PRIOR TO THE START OF CONSTRUCTION.

11. ALL SEWER PIPE, TRANSPORT PIPE, CONCRETE TANKS, AND DRAIN FIELD LATERALS SHALL BE FIELD STAKED FOR GRADES AND

ALIGNMENT. STAKING SHALL BE MAINTAINED THROUGHOUT CONSTRUCTION.

12. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL SAFETY MEASURES REQUIRED TO SUPPORT UTILITY, STRUCTURES, AND

OTHER EXCAVATIONS.

13. ALL ELECTRICAL WORK SHALL BE PERFORMED BY A STATE-LICENSED ELECTRICIAN. ALL ELECTRICAL WORK SHALL BE APPROVED BY WASHINGTON STATE LABOR AND INDUSTRIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING ALL ELECTRICAL

INSPECTIONS AND SECURING PERMITS.

14. EXCAVATED AREAS SHALL BE FINISH GRADED TO PROVIDE STORM DRAINAGE AWAY FROM SYSTEM COMPONENTS.

15. THE CONTRACTOR IS RESPONSIBLE FOR DISPOSAL OF ALL REMOVED MATERIALS FROM SITE TO A STATE-APPROVED DISPOSAL

SITE.

16. 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.

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

CONTRACTING OFFICER.

18. ALL LEAK AND PRESSURE TESTING SHALL BE DONE BEFORE BACKFILLING, WITH THE PRESENCE OF THE PROJECT ENGINEER.

NOTE:

ABBREVIATIONS AND SYMBOLS LISTED IN THE

LEGEND ARE TYPICAL. NOT ALL SYMBOLS OR

ABBREVIATIONS ARE REPRESENTED WITHIN

THIS DRAWING SET.

LEGEND

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

LIGHT 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 STEP TANK

EXISTING PUMP TANK

CLEANOUT

WSL

SFM

UGC

STM

SSL

LINES

HATCHES

SYMBOLS

WATER MAIN - EXISTING

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

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

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TEL

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ORGRAH

WFO

ETATS

NIHSA

REGISTERED

20102155PROFESSIONAL ENG

NEE

08/30/2024

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S(A)

MARTIN RD

SFM

X X

O H

WSL

SFM

SFM SFM

SFM

C C

SFM

ZONE AE

ZONE A

ZONE X

WORK ITEMS

A. MAIN ITEMS:

1. CLEARING VEGETATION ALONG PATH OF PROPOSED TRANSPORT PIPE

AND SOLID SEWER PIPE.

2. RETROFIT RISERS AND LIDS AND INSTALL EFFLUENT FILTERS FOR TANKS

TO HOMES 1 & 6.

3. ABANDON SEPTIC AND PUMP TANKS ON HOMES 2, 3, & 4.

4. PUMP OUT SEPTIC AND PUMP TANKS ON HOMES 1, 2, 3, 4, & 6.

5. INSTALL STEP TANK, PUMP & CONTROLS, 1.5" PVC GATE VALVE, CHECK

VALVE & VALVE BOX, TWO-WAY CLEANOUT, AND 1.5" SDR 21 PVC

TRANSPORT PIPE ON HOMES 2, 3, & 4.

6. REPLACE PUMPS AND CONTROLS FOR HOMES 1 & 6 RETAINING EXISTING

TANKS. INSTALL NEW ELECTRICAL WIRE BETWEEN PUMPS AND

CONTROLS.

7. INSTALL 540 FT OF 2" SDR 21 P.C. 200 PVC SFM AND CONNECT TO

EXISTING SFM. GASKETED PUSH ON JOINTS, PVC GASKETED FITTINGS

WITH RESTRAINED JOINTS AND JOINT RESTRAINT AT ANY PIPE JOINT 40

FT EITHER SIDE OF FITTINGS. BURY DEPTH SHALL BE 3 FT.

8. REPLACE FORCE MAIN CLEANOUT VALVES AND PLUGS

9. FLUSH EXISTING FORCE MAIN BETWEEN CLEANOUTS TO REMOVE

SEDIMENT.

10. REPLACE OUTFALL D-BOX STRUCTURE

B. OPTIONAL ALTERNATIVE ITEMS (GOVERNMENT'S DISCRETION):

11. REMOVE ACCUMULATED SEDIMENT FROM EXISTING DRAINFIELD

LATERALS AND CAMERA RESULTS.

12. REPLACE ELECTRICAL SERVICE PANELS IN HOMES 3 & 4.

NOTES:

SHOWN LOCATION OF FORCE MAIN IS APPROXIMATE. CONTRACTOR SHALL

ANTICIPATE POT HOLING TO LOCATE AS PART OF THE WORK.

PORTIONS OF THE WORK ARE IN FEDERALLY REGULATED FLOODWAYS AND

100-YEAR FLOOD ZONES: SITE MAY BE MUDDY AND PRONE TO FLOODING.

THE AREA IS SUBJECT TO HEAVY AND PERSISTENT RAIN

EXISTING FACILITIES MAY BE DIFFICULT TO ACCESS AND LOCATE DUE TO

VEGETATION OVERGROWTH AND BUILDING LAYOUTS.

THE DRAINFIELD IS ON PRIVATE PROPERTY AND CONTRACTOR WILL NEED TO

COORDINATE ACCESS VIA THE TRIBE.

ANY PIPELINE ABANDONED IN PLACE SHALL BE CUT AND CAPPED AT EACH

END.

MONUMENTS SHOWN ARE FROM ARCHIVED DRAWINGS AND HAVE NOT BEEN

FIELD VERIFIED.

(E) CO 3 2-WAY

(REPLACE VALVES

AND PLUGS)ABANDONED HOME

HOMES 3, 4, & 5

SEE SHEET C-103

(E) 2" PVC

SFM

(E) DRAINFIELD

SEE SHEETS C-105 AND C-106

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(E) 2.5" PVC SFM

HOMES 1, 2

SEE SHEET C-102

ZONE A

ANDERSON CREEK

ZONE AE

ZONE X

MARTIN RD

ZONE AE

(E) CO 2

(REPLACE VALVE

AND PLUG)

AERIAL VIEW1

FEMA FLOOD ZONES:

A: AREAS WITH A 1% ANNUAL CHANCE OF FLOODING AND A 26% CHANCE OF

FLOODING OVER THE LIFE OF A 30 YEAR MORTGAGE. BASE FLOOD

ELEVATIONS(BFE) ARE NOT AVAILABLE FOR THESE ZONES.

AE: AREAS WITH A 1% ANNUAL CHANCE OF FLOODING AND A 26% CHANCE OF

FLOODING OVER THE LIFE OF A 30 YEAR MORTGAGE. BASE FLOOD

ELEVATIONS (BFE) AND FLOOD HAZARD FACTORS ARE DETERMINED.

X: AREAS OF MINIMAL FLOOD HAZARD, DETERMINED TO BE OUTSIDE THE 500

YEAR FLOOD PLAIN.

HOME 6

SEE SHEET C-104

(P) 540 FT

2" SDR 21 PVC

SFM

(P) CONNECT

TO EXISTING

SFM

(E) CO 1

(REPLACE VALVE

AND PLUG)

(E) CO 4

(REPLACE VALVE

AND PLUG)

(E) CO 6

(REPLACE VALVE

AND PLUG)

(E) VALVE: CLOSE

WHEN NEW

SERVICES IN

PLACE, INSTALL

FLEX. MARKER

APPROX. LIMIT OF

100-YR FLOOD ZONE

(E) 2" PVC SFM

TRANSITIONS TO

2.5" PVC HERE

(E) CO 5

(REPLACE VALVE

AND PLUG)

CONCRETE

MONUMENT

(APPROXIMATE

LOCATION)

BRASS MONUMENT

(APPROXIMATE

LOCATION)

REGOR EV

ORGRAH

WFO

ETATS

NIHSA

REGISTERED

20102155PROFESSIONAL ENG

NEE

08/30/2024

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SCALE: 1 INCH = 200 FEET

C SFM

SFM

(E) PUMP TANK

(E) 2" PVC

SEWER FORCE MAIN

HOME 2

HOME 1

MARTIN RD

(P) 40 FT, 1.5" SDR 21 PVC

TRANSPORT PIPE

O H

(P) 4" PVC SSL: ROUTE

FROM UNDER HOME TO

NEW TANK

(P) CONCRETE

COMBINATION

SEPTIC/PUMP TANK

(E) PUMP TANK

50 FT WELL

PROTECTION RADIUS

(E) SEPTIC TANK

GROUND ELEV. 130.56'

WSL

(E) SEPTIC TANK

GROUND ELEV.

131.32'

CONNECT TO EXISTING

FORCE MAIN (SEE DETAIL

2 SHEET C-502)

(E) CO 1: (P) REPLACE

VALVE AND PLUG

(P) 2-WAY CO

(E) CLEANOUT

(E) PUMP CONTROL PANEL

(P) INSTALL NEW CONTROL

PANEL

(P) PUMP CONTROL PANEL

LOCATION MAY VARY

(E) TRANSPORT PIPE

S( A)

(E) PRESSURIZED

TRANSPORT PIPE (SEE

NOTE 3)

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SITE PLAN - HOMES 1 & 21

NOTES:

1. INSTALL NEW STEP TANK, GRAVITY SEWER PIPE, TRANSPORT PIPE AND PUMP AND CONTROLS ON

HOME 2.

2. EXISTING SEPTIC TANK FOR HOME 2 IS UNDER THE FLOORING OF HOME, AS SEEN ON SHEET C-701, AND THEREBY HAS LIMITED ACCESS. INSTALLATION OF SEWER PIPE SHALL INCLUDE PLUMBING WORK

INSIDE/UNDER THE HOUSE TO EXTEND SEWER STUBOUT.

3. PUMP OUT EXISTING SEPTIC AND PUMP TANKS ON HOMES 1 & 2.

4. ABANDON EXISTING SEPTIC AND PUMP TANK IN PLACE ON HOME 2 PER WAC 246-272A-0300:

(i) CLOSE (E) VALVE ON PRESSURIZED TRANSPORT PIPE AT CONNECTION TO SFM (SEE DETAIL 11, SHEET C-505)

(ii) CUT PRESSURIZED TRANSPORT PIPE AT CONNECTION POINT TO SFM LEAVING CV AND GV IN PLACE

AND PERMANENTLY CAP BOTH ENDS OF CUT PIPE

(iii) INSTALL 2'x2'x1' (LxWxH) CONCRETE THRUST BLOCK AGAINST CAPPED END CONNECTED TO (E) SFM

(iv) CUT PRESSURIZED TRANSPORT PIPE OUTSIDE OF PUMP TANK AND PERMANENTLY CAP END OF

PIPE

(v) REMOVE SEPTAGE AND DISPOSE OF AT OFFSITE FACILITY LICENSED TO RECEIVE SEPTAGE

(vi) REMOVE OR DESTROY LID

(vii) FILL VOID WITH SOIL OR GRAVEL

5. RETROFIT RISERS AND LIDS FOR SEPTIC AND PUMP TANK FOR HOME 1. REFER TO SHEET C-501.

6. REPLACE EFFLUENT FILTERS, PUMP, FLOATS AND CONTROLS ON HOME 1.

7. SLOPE 4" GRAVITY SEWER LINES AT MIN 14" PER 1-FT LENGTH OF PIPE WITH NO BENDS GREATER THAN

45-DEG.

REGOR EV

ORGRAH

WFO

ETATS

NIHSA

REGISTERED

20102155PROFESSIONAL ENG

NEE

08/30/2024

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SCALE: 1 INCH = 30 FEET

S(A) S(A)

S(A)

S(A) S(A)

MARTIN RD

SFM SFM SFM SFM SFM SFM SFM SFM

(P) STEP TANK

SEE SHEET C-501

(E) SEPTIC TANK

GROUND ELEV. 128.72

ABANDON IN PLACE

(E) SHARED LIFT STATION

TO REMAIN IN PLACE: SEE

NOTE 8

(P) 540 FT, 2" SDR 21 PVC SEWER

FORCE MAIN (SEE NOTE 6)

(E) 1.5" PVC

(ABANDON IN PLACE)

HOME 3

HOME 4

HOME 5

(NOT OCCUPIED)

(P) STEP TANK

SEE SHEET C-501

(E) SEPTIC TANK

GROUND ELEV. 127.99

ABANDON IN PLACE

(E) SEPTIC TANK

(REMAIN IN PLACE)

OH OH OH OH OH OH OH OH OH

PLANNED WELL SITE

(NOT COVERED UNDER

THIS PROJECT)

PLANNED WELL SITE

(NOT COVERED UNDER

THIS PROJECT)

50 FT WELL

PROTECTION RADIUS

50 FT WELL

PROTECTION RADIUS

50 FT WELL

PROTECTION RADIUS

EXISTING WELL

WSL

(E) WATER

SERVICE LINE

(E) 1.5" PVC

SEWER FORCE MAIN

(REMAIN IN PLACE: CLOSE

VALVE NEAR CONNECTION

TO 2" SFM PER SHEET C-101)

(P) 4" SSL AND 2-WAY CO

(SEE NOTE 5)

(P) 4" PVC SSL AND 2-WAY

CO (SEE NOTE 5)

SFM

(E) 4" PVC

SEWER PIPE

(REMAIN IN PLACE)

(P) 15 FT, 1.5" SDR 21

PVC TRANSPORT PIPE(P) 85 FT, 1.5" SDR 21 PVC

TRANSPORT PIPE

(SEE NOTE 2 & 6)

TO EXISTING 2" SFM AND

PROPOSED CONNECTION

APPROX. 130-FT SE

(P) 2" X 1.5" TEE

SEE DETAIL 4 SHEET C-502 FOR

VALVE BOX CONNECTION

(P) 2" X 1.5" TEE

SEE DETAIL 4 SHEET C-502 FOR

VALVE BOX CONNECTION

SFM

(P) 2" X 2" CROSS

(P) SFM CLEANOUT

(SEE DETAIL 10 SHEET C-505)

(P) SFM CLEANOUT

(SEE DETAIL 10 SHEET C-505)

(P) CUT INCOMING PIPE & CAP BOTH

SIDES

(P) PUMP CONTROL PANEL

LOCATION MAY VARY

(P) PUMP CONTROL PANEL

LOCATION MAY VARY

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SITE PLAN - HOMES 3, 4 & 51

NOTES:

1. CONTRACTOR SHALL VERIFY EXISTING WATER SERVICE LINE LOCATION. PROTECT WATER SERVICE LINE IN PLACE.

2. PROPOSED SEWER TRANSPORT PIPE SHALL BE INSTALLED BELOW THE WATER SERVICE LINE WITH 18 INCHES VERTICAL

SEPARATION.

3. PUMP OUT AND ABANDON IN PLACE SEPTIC TANKS FOR HOME 3 & 4 PER WAC 246-272A-0300.

4. CONNECT PROPOSED NEW 2" PVC SFM TO EXISTING FORCE MAIN. NEW SFM SHALL BE INSTALLED WITHIN 5 FEET OF EXISTING

SEWER FORCE MAIN.

5. SLOPE 4" GRAVITY SEWER LINES AT MIN 14" PER 1-FT LENGTH OF PIPE WITH NO BENDS GREATER THAN 45-DEG.

6. SDR 21 GASKETED PIPE JOINTS SHALL BE RESTRAINED AT FITTINGS, AND 40 FT EACH SIDE OF ALL FITTINGS, BENDS, TEES.

7. CUT AND CAP AT EACH OPEN END ALL PIPELINES THAT ARE ABANDONED IN PLACE.

8. HOME 5 (E) PUMP TANK: TURN OFF POWER AFTER NEW SERVICES TO HOMES 3 & 4 ARE OPERATIONAL, POST DURABLE SIGN

STATING VALVE CLOSED NEAR SFM CONNECTION AND NOT TO START WITHOUT OPENING VALVE

REGOR EV

ORGRAH

WFO

ETATS

NIHSA

REGISTERED

20102155PROFESSIONAL ENG

NEE

08/30/2024

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SCALE: 1 INCH = 30 FEET

SFM

X X

(E) SEPTIC TANK

GROUND ELEV. 127.54'

(E) CO 4: (P) REPLACE

VALVE AND PLUG

SFM

SFM SFM

SFM

(E) PUMP TANK

GROUND ELEV. 127.54'

(E) 2.5" PVC FORCE MAIN

(E) 2" PVC FORCE MAIN

(E) TRANSPORT PIPE

HOME 6

(E) PUMP CONTROL PANEL

(P) INSTALL NEW CONTROL PANEL

(E) CO 5: (P) REPLACE

VALVE AND PLUG

SITE PLAN - HOME 61

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NOTES:

1. PUMP OUT EXISTING SEPTIC AND PUMP TANKS PER WAC 246-272A-0300.

2. RETROFIT RISERS AND LIDS FOR SEPTIC AND PUMP TANKS. REFER TO SHEET C-501 FOR RISER AND LID

DETAILS. REPLACE EFFLUENT FILTERS.

3. REPLACE PUMP, FLOATS AND CONTROLS ON PUMP TANK.

REGOR EV

ORGRAH

WFO

ETATS

NIHSA

REGISTERED

20102155PROFESSIONAL ENG

NEE

08/30/2024

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1,500 GAL STEP TANK HOMES 3 & 4

CROSS SECTION VIEW

HW ALARM

RED. OFF

BED WITH PEA GRAVEL

COMPACT SOIL TO 1-FT

BEYOND EDGE OF TANK

24" DIA RISER/LID

30" DIA

RISER/LID

LIQUID

LEVEL

CONTROL PANEL

MOUNTED TO

TREATED 8X4 POST

PUMP ON/OFF

18" MIN.

MOUND AND

COMPACT SOIL TO

APPROX. 6" BELOW

LIDS OF RISERS

1,500 GAL STEP TANK HOME 2

CROSS SECTION VIEW

HW ALARM

RED. OFF

BED WITH PEA GRAVEL

COMPACT SOIL TO 1-FT

BEYOND EDGE OF TANK

24" DIA RISER/LID

30" DIA

RISER/LID

LIQUID

LEVEL

CONTROL PANEL

MOUNTED TO

TREATED 8X4 POST

PUMP ON/OFF

6" MIN.

MOUND AND

COMPACT SOIL TO

APPROX. 1" BELOW

LIDS OF RISERS

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PUMP CURVE REFERENCES

MANUFACTURER MODEL

HOME 1 ORENCO PF3010

HOME 2 ORENCO PF3010

HOME 3 ORENCO PF3007

HOME 4 ORENCO PF3007

HOME 6 ORENCO PF3007

NOTES:

1. SEE PUMP CURVE REFERENCES TABLE FOR PUMP SIZING: PROPOSED EQUIVALENT

PUMPS MUST BE APPROVED BY ENGINEER

2. STEP TANK SHALL BE A STATE-CERTIFIED, CONCRETE, WATERTIGHT TANK.

3. INSTALL WATERTIGHT, SECURED RISERS ON THE SEPTIC TANK AND PUMP CHAMBER.

4. LIDS MUST BE ABOVE EXISTING GRADE AS SHOWN ON THE DETAIL DRAWINGS BELOW.

5. SEPTIC AND PUMP COMPARTMENT INLET TEE OR BAFFLE MUST EXTEND INTO THE

TANK 8" MINIMUM BELOW THE ELEVATION OF THE INLET PIPE.

6. FOLLOW MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF PUMP TANKS.

7. A MINIMUM OF 4 INCH SEPARATION BETWEEN THE BOTTOM OF THE PUMP

COMPARTMENT AND THE PUMP INTAKE OPENING.

8. TANK LIDS SHALL BE CLEARLY MARKED, SHOWING THE NAME OF THE

MANUFACTURER, TANK MODEL NUMBER, TANK CAPACITY IN GALLONS AND DATE OF

MANUFACTURE.

9. IF MANUFACTURER'S RECOMMENDATIONS FOR PUMP AND FLOAT VALVE

INSTALLATIONS AND SETTINGS CONFLICT WITH THAT SHOWN CONSULT WITH

ENGINEER.

CALLOUTS:

1. 4" PVC GRAVITY SEWER INLET PIPE WITH TEE. PIPE SHALL BE SLOPED AT LEAST 2% FROM HOME TO TANK.

2. 1500 GALLON REINFORCED CONCRETE SEPTIC TANK, 2 COMPARTMENT. BODE PRECAST OR EQUAL.

3. ELECTRICAL CONDUIT TO POWER SOURCE

4. ELECTRICAL SPLICE BOX, INTERNAL, ORENCO MODEL SB OR EQUAL

5. HOSE AND VALVE ASSEMBLY, 1 1/4", WITH: ANTISIPHON VALVE, FLEXIBLE HOSE, QUICK DISCONNECT, HIGH

PRESSURE, HIGH HEAD STYLE PUMP: ORENCO MODEL HV125 B AS X Q PR - H, OR EQUAL

6. 1 14 SCH 40 PVC BALL VALVE

7. 1 14 SCH 40 PVC CHECK VALVE

8. FLOAT ASSEMBLY

9. 4" EFFLUENT PUMP, ORENCO: SEE TABLE TO RIGHT FOR MODEL OR

EQUAL FOR EACH HOME

10. EFFLUENT FILTER WITH 1/8-IN MESH, ORENCO BIOTUBE OR EQUAL

11. 1 14" x 1 12" ADAPTER

12. 1 12" SDR 21 PVC DISCHARGE LINE

13. PUMP VAULT, ORENCO BIOTUBE PUMP VAULT OR EQUAL

14. 8" DIA PVC OBSERVATION AND MAINTENANCE PORT w/ CAP SECURED IN

PLACE w/ SS HEX HEAD SCREWS

REGOR EV

ORGRAH

WFO

ETATS

NIHSA

REGISTERED

20102155PROFESSIONAL ENG

NEE

08/30/2024

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STEP SEWER SERVICE CONNECTION HOME 2

NOT TO SCALE

(E) 2" PVC

SEWER FORCE

MAIN

EXISTING

GRADE

18"

STEP SEWER SERVICE CONNECTION HOMES 3 & 4

NOT TO SCALE

(P) NEW 2" PVC

SEWER FORCE

MAIN

EXISTING

GRADE

18"

DISTACE MAY VARY: LOCATE

AWAY FROM VEHICULAR

TRAFFIC WITHIN 5-FT OF NEW

SEWER FORCE MAIN

2 11

DISTACE MAY VARY: LOCATE

AWAY FROM VEHICULAR

TRAFFIC WITHIN 5-FT OF NEW

SEWER FORCE MAIN

CALLOUTS FOR PROPOSED CONSTRUCTION:

1. 2" 304 SS SADDLE, POWERSEAL POWERSTOP MODEL 3425 (OR EQUAL) w/ 304 SS 1 12"

MIP PORT

2. 1 12" FULL PORT BRASS BALL CORP, 1 12" MIP INLET x 1 12" PVC PACK JOINT, FORD

METERBOX OR EQUAL

3. 1 12" SCH 80 PVC BALL VALVE

4. 1 12" SCH 80 PVC UNION

5. 1 12" PVC SWING CHECK VALVE, ORENCO KSC, OR EQUAL

6. 18" x #6 REBAR w/ PLASTIC FLAT SQUARE HEAD SAFETY CAP, PROWORKS OSHA, OR EQUALl, CENTER OVER CONNECTION TO SFM, TOP OF CAP FLUSH WITH GROUND

7. SEWER SERVICE BOX, AASHTO H20 RATED, w/ BOLT DOWN COVER AND "SEWER" CAST

INTO IT. SIZE TO ALLOW DISASSEMBLY AND MAINTENANCE OF VALVES AND FITTINGS

WITHIN.

8. FIBERGLASS ENCAPSULATED POUCH, R13, 7 MIL. PLASTIC POUCH: DEKORRA OR

EQUAL

9. 1 12" SCH 40 PVC w/ BENDS AS REQUIRED

10. 6" DEEP 1" MINUS GRAVEL

11. 1 12" 304 SS COUPLING ADAPTER

12. 1 1/2" SDR 21 P.C. 200 PVC DISCHARGE FROM STEP TANK

13. INSTALL BOX SO LID IS 3" ABOVE EXISTING GRADE AND MOUND AND COMPACT SOIL

TO SLOPE AWAY FROM LID

14. 2" X 1 12" REDUCING TEE

NOTES:

1. HOT TAP THE EXISTING SFM FOR THE HOME 2 CONNECTION

2. CONTRACTOR SHALL RETRIEVE THE CUT-OUT PVC COUPON ON EACH HOT-TAP

CONNECTION AND PRESENT IT TO THE CONSTRUCTION INSPECTOR

3. INSTALL REDUCING TEES ON PROPOSED NEW 2" SFM FOR HOMES 3 & 4 SERVICE

CONNECTIONS

4. SOLVENT WELD PVC JOINTS PERMITTED INSIDE BOX AND BETWEEN BOX AND SFM

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REGOR EV

ORGRAH

WFO

ETATS

NIHSA

REGISTERED

20102155PROFESSIONAL ENG

NEE

08/30/2024

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(E) 2" PVC

SEWER FORCE

MAIN

EXISTING

GRADE

18"

5-FT MAX: LOCATE AWAY

FROM VEHICULAR TRAFFIC

14 15

NEW 2" SFM CONNECTION TO EXISTING 2" SFM

NOT TO SCALE

CALLOUTS FOR PROPOSED CONSTRUCTION:

1. 2" 304 SS SADDLE, POWERSEAL POWERSTOP MODEL 3425 (OR EQUAL) w/ 304 SS 1 12"

MIP PORT

2. 1 12" FULL PORT BRASS BALL CORP, 1 12" MIP INLET x 1 12" PVC PACK JOINT, FORD

METERBOX OR EQUAL

3. 2" SCH 80 PVC BALL VALVE

4. 2" SCH 80 PVC UNION

5. 2" PVC SWING CHECK VALVE, ORENCO KSC, OR EQUAL

6. 18" x #6 REBAR w/ PLASTIC FLAT SQUARE HEAD SAFETY CAP, PROWORKS OSHA, OR

EQUALl, CENTER OVER CONNECTION TO SFM, TOP OF CAP FLUSH WITH GROUND

7. SEWER SERVICE BOX, AASHTO H20 RATED, w/ BOLT DOWN COVER AND "SEWER" CAST

INTO IT. SIZE TO ALLOW DISASSEMBLY AND MAINTENANCE OF VALVES AND FITTINGS

WITHIN

8. FIBERGLASS ENCAPSULATED POUCH, R13, 7 MIL. PLASTIC POUCH: DEKORRA OR

EQUAL

9. 2" SCH 40 PVC w/ BENDS AS REQUIRED (TYP.)

10. 6" DEEP 1" MINUS GRAVEL

11. 1 12" 304 SS COUPLING ADAPTER

12. 2" SDR 21 P.C. 200 PVC NEW SFM

13. INSTALL BOX SO LID IS 3" ABOVE EXISTING GRADE AND MOUND AND COMPACT SOIL

TO SLOPE AWAY FROM LID

14. 2" X 1 12" SCH. 40 REDUCER

15. 1 12" SCH 40 PVC PIPE

16. TRACER WIRE: INSTALL WITH SUFFICIENT LENGTH TO EXTEND 2-FT OUTSIDE OF BOX &

CAP END WITH WIRE NUT

NOTES:

1. SOLVENT WELD PVC JOINTS PERMITTED INSIDE BOX AND BETWEEN BOX AND (E) SFM

2. HOT TAP THE EXISTING SFM FOR THE NEW 2" SFM CONNECTION

3. CONTRACTOR SHALL RETRIEVE THE CUT-OUT PVC COUPON ON EACH HOT-TAP

CONNECTION AND PRESENT IT TO THE CONSTRUCTION INSPECTOR

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REGOR EV

ORGRAH

WFO

ETATS

NIHSA

REGISTERED

20102155PROFESSIONAL ENG

NEE

08/30/2024

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DIA.

PIPE6"

MIN.

LOCATOR TAPE (TYP)

6" BEDDING (MIN)

HAUNCHING

INITIAL BACKFILL

SPRINGLINE

FINAL BACKFILL

D M

INSTALL TRACER WIRE DIRECTLY ABOVE PIPE AND BRING

TO SURFACE AT ALL VALVE BOXES AND CLEANOUTS

18"

TRACER WIRE

24"36"

36"

MANHOLE

FRAME AND COVER

NEEHAH R-1737

OR EQUAL

2 12" FORCE MAIN

FLEXIBLE COUPLING

POURED IN PLACE

CONCRETE SLAB

FLEXIBLE COUPLING

4" SOLID SEWER PIPE

(TO DRAINFIELD)

CONCRETE TRANSITE PIPE

24"

3" 3"

GROUND SURFACE

BACKFILL

UNTREATED

BUILDING PAPER

OR NYLON FABRIC

PERFORATED

DRAINFIELD PIPE

DRAINFIELD

GRAVEL

24" MIN

6" TO 24"

6" MIN

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DRAIN FIELD TRENCH

NO SCALE

(NIC: FOR REF. ONLY IF REPAIRS NEEDED)

PROPOSED REPLACEMENT OUTLET STRUCTURE

NO SCALE

8 SEWER AND TRANSPORT PIPE TRENCH CROSS SECTION DETAIL ( TYP)

NO SCALE

REGOR EV

ORGRAH

WFO

ETATS

NIHSA

REGISTERED

20102155PROFESSIONAL ENG

NEE

08/30/2024

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C-505 12 14

NEW SFM CLEANOUT10

EXISTING SFM CLEANOUT

FOR REFERENCE FOR

PLUGS AND VALVES REPLACEMENTS

PVC PIPE

BRASS VALVE

AND PLUG

EXISTING SERVICE CONNECTIONS TO SFM

FOR REFERENCE ONLY

DETAILS 9 & 11 FROM 1982 CONSTRUCTION

DRAWINGS OF SYSTEM. AS-BUILT RECORD

DRAWINGS NOT FOUND.

TW0-WAY HOME CLEANOUT12

REGOR EV

ORGRAH

WFO

ETATS

NIHSA

REGISTERED

20102155PROFESSIONAL ENG

NEE

08/30/2024

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SEWER

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6" MIN

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FM CLEANOUT CAST IRON COVER AND CONCRETE APRON PLAN VIEW

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FORCE MAIN CLEANOUT PROFILE VIEW

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SCH 80 PVC 2-INCH MALE THREADED PLUG 150 LB WORKING PRESSURE RATED MIN.

AutoCAD SHX Text REINFORCED CONCRETE WITH 6x6x10x10 WIRE

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CLEANOUT FRAME & COVER SOUTH BAY FOUNDRY MODEL SBF 1246-S OR EQUAL

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AutoCAD SHX Text CAST IRON 1 FT I.D. CLEANOUT FRAME & COVER WITH LOCKING COVER AS MANUFACTURED BY SOUTH BAY FOUNDRY OR EQUAL

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COMPACTED BACKFILL OR UNDISTURBED EARTH

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COMPACTED GRAVEL SUB INCH 12 INCH MIN 8" DEPTH

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USE BENDS LESS THAN 45 DEG

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INSTALL VALVE SO HANDLE CAN BE OPERATED IN DIRECTIONS OF TRAVEL

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SOLVENT WELD SFM TO SOCKET END OF BALL VALVE

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SCH 80 12-INCH PVC PIPE 1.5 FT LENGTH

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PVC TRUE-UNION 2-INCH NPT FULL BORE BALL VALVE SOCKET X THREADED

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6" MIN

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MEDIUM BROOM FINISH WITH RADIALLY SCORED JOINTS

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ROUND ALL CONCRETE EDGES TO MINIMIZE GRADER DAMAGE

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2" SDR 21 P.C. 200 PVC PIPE

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CONCRETE PAD

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3" SAND

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3" SAND

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4" P.V.C. PIPE

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THREADED BRASS PLUG

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P.V.C. ADAPTER AND

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X X

SFM

96'

58'

X X

SFM

RESIDENTIAL ROAD

(DRAINFIELD ACCESS)

DRAINFIELD AREA

IAR

E LN

GOSHEN RD

PRIVATE PROPERTY

(SEE NOTE 5)

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C-506 13 14

EXISTING DRAIN FIELD LAYOUT13

NOTES:

1. FROM SPOT CHECKS DRAIN FIELD PIPES APPEAR TO BE THIN WALLED WITH SEDIMENT ACCUMULATION (SEE PHOTO NEXT SHEET)

2. CONTRACTOR TO PROPOSE METHOD OF SEDIMENT REMOVAL THAT DOES NOT IMPACT THE FUNCTION AND/OR PERFORMANCE OF THE DRAIN FIELD

3. CONTRACTOR SHALL CAMERA ALL DRAIN FIELD PIPES AFTER SEDIMENT REMOVAL AND PROVIDE COPY OF VIDEO DEMONSTRATING SEDIMENT REMOVED

4. THE EXISTING OUTLET STRUCTURE SHALL BE REMOVED AND NEW D-BOX INSTALLED AT THAT LOCATION

5. DRAIN FIELD IS IN WOODED AREA. TREES ON THIS DRAWING MAY NOT REPRESENT THE ACTUAL NUMBER AND LOCATION OF TREES.

6. CONTRACTOR SHALL GET PERMISSION FROM THE THE TRIBE TO ACCESS THE PRIVATE PROPERTY TO GET TO THE DRAIN FIELD.

(P) REPLACE

EXISTING D-BOX

OUTLET STRUCTURE

(SEE DETAIL 6

SHEET C-504)

DRAIN FIELD ACCESS - AERIAL VIEW

NO SCALE

(E) OUTLET

STRUCTURE

(E) 4" PVC SOLID PIPE (TYP.)

(E) 4" PVC PERFORATED

PIPE (TYP.)

REGOR EV

ORGRAH

WFO

ETATS

NIHSA

REGISTERED

20102155PROFESSIONAL ENG

NEE

08/30/2024

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SCALE: 1 INCH = 16 FEET

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C-701 14 14

HOME 1 PUMP CHAMBER HOME 2 SEPTIC TANK

HOME 3 SEPTIC TANK

EXISTING D- BOX EXISTING D-BOX EXISTING DRAINFIELD

SHARED LIFT STATION

SEPTIC TANK

PUMP CHAMBER

HOME 6 PUMP TANK AND CONTROLS EXISTING DRAINFIELD PIPE

REGOR EV

ORGRAH

WFO

ETATS

NIHSA

REGISTERED

20102155PROFESSIONAL ENG

NEE

08/30/2024

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Sheets and Views

B65 Plans Sealed 2-1-Cover & Location

B65 Plans Sealed 2-2-Abbreviations

B65 Plans Sealed 2-3-Notes and Legend

B65 Plans Sealed 2-4-Landscape - OVERVIEW

B65 Plans Sealed 2-5-Landscape - HOMES 1 2

B65 Plans Sealed 2-6-Landscape - HOMES 3 4 5

B65 Plans Sealed 2-7-Landscape - HOMES 6

B65 Plans Sealed 2-8-STEP TANK

B65 Plans Sealed 2-9-SFM Svce Connections

B65 Plans Sealed 2-10- New SFM Connection

B65 Plans Sealed 2-11- DETAIL DWGS

B65 Plans Sealed 2-12- DETAIL DWGS (2)

B65 Plans Sealed 2-13-DRAINFIELD

B65 Plans Sealed 2-14-SITE PHOTOS

File details come from the government source that posted it. Updated Oct 31, 2024.