99TH AVE E SOILS LOGGED 4-21-21 Received

880

874

876

878

W W

S2°0

2'34

"W10

6.00

S87°51'33"E148.83

N2°

08'2

7"E

106.

00

N87°51'33"W149.01

FOR HEALTH DEPARTMENT USE

P.O. Box 740, Puyallup, Washington 98371(253) 848-6608 Fax: (253) 840-4140

www.lseinc.com

SURVEYINGENGINEERING

GEOLOGYSEPTIC DESIGN

GPSGIS MAPPING

10/08

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www.lseinc.com



GPSGIS MAPPING

© LEROY SURVEYORS & ENGINEERS 10/08/21

CLIENT:

PARCEL NO. SUBDIVISION:

DATE:

LOT NO.

SCALE:

JOB NO.

DESIGNER:

DRAWN:

CERT. NO.

INSTALLER:

PHONE NUMBER:

ADDRESS:

ON-SITE WASTEWATER DESIGN: 25716 99TH AVE E

CHUCK ANDERSON

281-528-6201

31 QUINCE TREE PL

CONROE, TX 77385

3161000280

BILL CREVELING

2353

28

ERE

COLUMBIA CREST VIEW

13278

SEE DWG

1

310/08/2021

0GRAPHIC SCALE

1 INCH = FEET

20 10 20

20

LSE

NW NESESW

EXPIRATION DATE: 12/10/22

VICINITY MAPSCALE: 1" = 1,000

257TH ST CT E

161

99TH

AVE

E

SITE

BEFORE ANY CONSTRUCTION CONTACT:CALL BEFORE YOU DIG @ 1-800-424-5555

THIS IS NOT A SURVEYSITE FEATURES, TOPOGRAPHY, ELEVATIONS AND BENCHMARKS ARE BASED ON ASSUMED DATAM PROVIDED BY THEOWNER, PIERCE COUNTY RECORDS AND THE PUGET SOUND LiDAR CONSORTIUM. THIS DATUM IS INTENDED FOR THEREVIEW AND CONSTRUCTION OF THE PROPOSED SEPTIC DESIGN ONLY. LSE INC. RECOMMENDS THAT A LICENSEDPROFESSIONAL LAND SURVEYOR ALWAYS BE USED TO SET CORNERS, ESTABLISH LOT LINES, DETERMINE ELEVATIONS ANDTOPOGRAPHY AND/OR PROVIDE A LEGAL SITE PLAN.

SL 2SL 1

SL 3

SL 4

SL A

SOILS LOGGED 4-21-21BY: BILL CREVELING

SL-1 0-49" BRN LMY FN SD49-70" GRAY FRAG. W.T.

SL-2 0-36" BRN LMY FN SD, ROOTED >36"36-70" GRAV LOMY MD SD

SL-3 0-34" BRN LMY FN SD34-44" GRAY FRAG. W.T.

SL-4 0-44" BRN LMY FN SD49-70" GRAY SDY LM

SL-A 0-12" BRN LM12-50" BRN GRAV LMY FN SD

99TH

AVE

E

ATU

PUMP CHAMBER

5' MINC/O

5' MIN

OLD PHONE LINE

PROPOSED 4BDRM SFR

INSTALLATION ELEVATIONS:MIN. STUB OUT: I.E. =SEPTIC INLET: I.E. =SEPTIC OUTLET: I.E. =PUMP INLET: I.E. =PUMP DISCHARGE: I.E. =LATERAL ELEVATION =

______________________________________________________________________________

872.00871.75871.50871.25866.25881.00

PHONE LINE NOTE:THE PHONE LINE HIT DURING SOILOBSERVATION IS TO BE LOCATED AND THEUTILITY PROVIDER WILL BE CONTACTED TOENSURE THE LINE IS NO LONGER IN USE.

DRIVEWAY

10' M

IN

5' MIN

HEADWORKS

PRIMARY SSDS600 LF, 900 SF, 3 LATERALSAT 200 LF EACH

SUPPLY AIR RELIEF

RETURN AIR RELIEF

RESERVE SSDS600 LF, 900 SF

SUPPLY TL

RETURN TL

Received10/13/2021

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/2021

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www.lseinc.com



GPSGIS MAPPINGP.O. Box 740, Puyallup, Washington 98371

(253) 848-6608 Fax: (253) 840-4140www.lseinc.com



GPSGIS MAPPING

CLIENT:


DATE:

LOT NO.

SCALE:

JOB NO.

DESIGNER:

DRAWN:

CERT. NO.

INSTALLER:

PHONE NUMBER:

ADDRESS:

ON-SITE WASTEWATER DESIGNXXX

XXX

XXX

XXX

XXX

XXX

BILL CREVELING

2353

XXX

XXX

XXX

XXX

SEE DWG

2

410/08/2021

EXPIRATION DATE: 12/10/22

SLUDGE RETURN

2" TEE

2" PVC DIGESTER CHAMBEROPERATING CAPACITY:474 GALLONS FLOOD

CAPACITY: 518 GALLONSTRASH CHAMBEROPERATING CAPACITY:463 GALLONS FLOOD

CAPACITY: 506 GALLONS

CLARIFIERCHAMBER

160GALLONSFLOOD:

191GAL.

36" MAX.

DIFFUSER BAR(2) PARALLELTO TANK WALL

65"

54"

58"

3"

36"

12"

6"

4"

2" COUPLING& REDUCER

1" PVC (TYP)

1" PVC SLUDGERETURN LINE

1/2" PVCAIRLINEMASTIC

12"ACCESS

VENTED LID (TYP)DUAL PORT AERATOR

9'-2"

WATER TIGHT RISER (TYP)

53"

STONE-FREE NATIVE SOILOR COMPACTED SANDOVER STONY SOIL

1.5" TAPER

4"

12"

50"


SCALE:NuWATER MODEL NO. BNR 500 GPD UNIT

INSTALLATION INSTRUCTIONS1. EXCAVATE TANK HOLE WITH VERTICAL WALLS TO 1 FOOT LARGER THAN

TANK ON ALL SIDES2. IF BOTTOM OF HOLE IS STONY, INSTALL 3" OF COMPACTED SAND & LEVEL OUT

WITH SCREED.3. INSTALL TANK IN CENTER OF HOLE, KEEPING 1 FT. VOID SPACE ON ALL SIDES4. AS TANK IS FILLING WITH WATER, FILL IN VOID SPACE WITH COMPACT

GRANULAR (SANDY) SOIL FREE OF LARGE CLUMPS OF CLAY.5. INSTALL REST OF SYSTEM, & AFFIX RISERS TO ADAPTERS WITH WATERPROOF

ADHESIVE.6. PERFORM WATERTIGHT TEST IN FIELD AS REQUIRED BY LOCAL JURISDICTION.7. UPON APPROVAL TO BACKFILL, CAREFULLY BACKFILL WITH NATIVE SOILS

OVER TOP OF TANK.8. FINAL GRADE THE SURFACE TO AVOID CHANNELING SURFACE WATER

TOWARDS TANK.

BEFORE ANY CONSTRUCTION CONTACT:CALL BEFORE YOU DIG @ 1-800-424-5555

SEDIMENTS

REDUNDANT OFF LEVEL

TIMER OFF LEVELTIMER ON LEVEL

HIGH WATER ALARM LEVEL

24" DIAMETER ACCESS RISER SECURED LID WITH GAS TIGHT SEAL

18"

EMERGENCY STORAGE(75% DAILY FLOW)

360 GALLONS

PUMP SUBMERGENCE ZONE(400 GALLONS)

ENCLOSED PUMP SEDIMENT SHROUD

SUBMERSIBLECENTRIFUGALPUMP

INDEPENDENTFLOAT STEM FORFLOAT MOUNTING

ANTI-SIPHONVALVE(IF APPLICABLE)

THREADEDUNION

FINISH GRADESERVICE VALVETO DRAINFIELD

CHECK VALVE

BLOCK

SCALE:PUMP CHAMBER DETAIL (1,250 GAL.)

WORKING VOLUME 480 GALLONS

NOTE: SET PUMP INLET IE. 4 INCHES LOWER THAN FIRST TANK OUTLET IE.TO INSURE 1300 GAL TOTAL FLOOD CAPACITY IN PUMP TANK

FINISHED GRADE

5 10 15 20 25 3000

50

100

150

200

250

300

350

U.S. GALLONS PER CURVE

TOTA

L H

EAD

IN F

EET

SCALE: N.T.S.

PF200511 - ORENCO (0.5 H.P. - 120V 1PH20GPM NOMINAL FLOW

35

DRIP SPECIFICATIONSNUMBER OF BEDROOMS 4GALLONS PER DAY 480APPLICATION RATE 0.6 GAL/SQ FT/DAYMIN REQUIRED ABSORPTION AREA 900 SQ FTMIN LINEAR FEET 600 LINES SPACED 1.5' ON CENTERUSE 600 EMITTERS SPACED 1.0' ON CENTERTOTAL EMITTERS 600DRIP SYSTEM NOTES - MAX 55 PSI

PUMP TANKWETWELLS TO BE STATE APPROVED AND WATERPROOF. PUMPCHAMBER SHALL HAVE A WATERPROOF LOCKING LID ATFINISHED GRADE. TANKS INSTALLED IN WET AREAS WITH HIGHWATER TABLES ARE REQUIRED TO BE SEALED WATER TIGHTINTO THE RISER. THIS SYSTEM WILL USE A RHOMBUS IFS (OREQUAL) CONTROL PANEL WITH TIMER, DOSE COUNTER, ANDPUMP RUN TIME METER TO REGULATE FLOWS FROM THEWETWELL TO THE DRAINFIELD. PANEL SETUP RESULTS TO BEPROVIDED TO THE DESIGNER. CONTROLS SHALL USE FLOATSCOMPATIBLE WITH THE PANEL AND PUMP. A VISUAL ANDAUDIBLE ALARM IS REQUIRED.

DRIP FIELDHEADWORKS TO BE INSTALLED AT THE HIGHEST POINT OF DRIPFIELD.SUPPLY AND RETURN LINES BETWEEN PUMP AND HEADWORKSTO BE 1.0 INCH DIAMETER SCH 40 PVC. SUPPLY AND RETURNLINES BETWEEN HEADWORKS AND MANIFOLDS TO BE 1.0 INCHDIAMETER SCH 40 PVC. SUPPLY AND RETURN LINES BETWEENDRIP LATERALS AND MANIFOLDS TO BE 0.5 INCH DIAMETERPOLYURETHANE BLANK TECH LINE. SUPPLY AND RETURNMANIFOLDS TO BE AT OR ABOVE HIGHEST DRIP LATERAL,INSTALL AIR VENTS AT BOTH MANIFOLDS.

DRIP LINES TO BE 0.42 GPH NETAFIM BIOLINE DRIPPERLINEMODEL 08WRAM.4-12V500. CONNECT DRIP LINES IN EACHLATERAL WITH 0.5 INCH NETAFIM TECH LINE.

MINIMUM PUMP SPECIFICATIONSREQUIRED PUMP CAPACITY: 10.4 GPM. APPROX. 3.8 MINUTEPUMP RUNTIME, 2.0 FEET PER SEC MIN FLUSH VELOCITY.PUMP MUST BE CAPABLE TO DELIVER _____ G.P.M. AGAINST ______FT OF HEAD. FOR PUMP SPECIFICATIONS SEE THIS SHEET OR USEEQUIVALENT. CONTROLS TO BE SET DOSE ___ CYCLES PER DAY AT_____ GAL/CYCLE. USE RHOMBUS IFS CONTROL PANEL WITHELAPSED TIME METER AND CYCLE COUNTER OR APPROVEDEQUIVALENT. APPROX PUMP OFF TIME: ____ HOUR ____ MIN.

10 105

1

40

56

12

N.T.S.

N.T.S. Received10/13/2021

BUILDER / HOMEOWNER NOTES1. BUILDER SHALL PROVIDE SITE PLAN TO THE DESIGNER PRIOR TO SUBMITTAL FOR BUILDING PERMIT.2. DRAINFIELDS THAT ARE TO BE INSTALLED IN THE TOP 12" OF NATIVE SOIL WILL REQUIRE A LICENSED INSTALLER

TO CLEAR THE DRAINFIELD AREA.3. IF A STORM SYSTEM IS REQUIRED TO BE INSTALLED ON SITE, THIS LOCATION WILL NEED TO BE NOTED ON THE

SITE PLAN GIVEN TO THE DESIGNER.4. BUILDER SHALL GIVE A COPY OF THE DESIGN TO THE POTENTIAL LANDSCAPER AND THE NEW HOMEOWNER.5. TOPOGRAPHY, BENCHMARK AND STUB-OUT ELEVATIONS BASED ON ASSUMED DATA SHOULD NOT BE USED FOR

ANY PURPOSE OTHER THAN DESIGN OF THE DRAINFIELD SYSTEM.6. ANY DEVIATION OR ALTERATION OF THE HOUSE PLAN OR LOCATION MAY REQUIRE REVISION OF THE SEPTIC

DESIGN AND MUST BE APPROVED BY THE DESIGNER PRIOR TO MODIFICATION. PLEASE CONTACT LEROYSURVEYORS & ENGINEERS. THIS PLAN IS COPYRIGHTED.

7. NO EXCAVATION. ALTERATION, REMOVAL OF SOIL OR ENCROACHMENT OF IMPROVEMENTS WITHIN THE PRIMARYAND RESERVE DRAINFIELD AREAS IS ALLOWED.

8. DIVERT ALL DOWN SPOUTS OR ROOF DRAINAGE WATER AWAY FROM SEPTIC SYSTEM COMPONENTS.9. GARBAGE DISPOSAL UNITS ARE NOT ALLOWED ON THIS SEPTIC DESIGN. THIS SYSTEM IS DESIGNED TO TREAT

RESIDENTIAL STRENGTH SEWAGE. EFFLUENT WASTE STRENGTH SHOULD NOT EXCEED 125 MG/L CBOD5; 80 MG/LTSS; OR 20 MG/L O&G.

10. ON-SITE WASTEWATER SYSTEMS REQUIRE ONGOING MONITORING AND MAINTENANCE TO ASSURE PROPERLONG-TERM FUNCTION. PLEASE REFER TO CHAPTER 2 ON-SITE SEWAGE - ENVIRONMENTAL HEALTH CODE - B.O.H.RESOLUTION NO. 2010-4222 FOR OPERATION AND MAINTENANCE REQUIREMENTS.

11. ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST REQUIREMENTS OF THE PIERCECOUNTY HEALTH DEPARTMENT.

INSTALLER NOTES1. SHOULD SITE CONDITIONS DIFFER FROM DESIGN, OR IF ANY OTHER PROBLEMS ARE OBSERVED; PLEASE CONTACT

DESIGNER PRIOR TO PROCEEDING WITH INSTALLATION.2. THE PUMP MUST HAVE A UL LISTING AND IDENTIFICATION NUMBER.3. ALL EQUIPMENT MUST BE INSTALLED FOLLOWING MANUFACTURES INSTRUCTIONS.4. IF SEWER LINES AND WATER LINES CROSS, THE WATER LINE MUST BE AT LEAST 18" ABOVE THE SEWER LINE AND

SLEEVED WITHIN A RIGID LEAK PROOF PIPE FOR A MINIMUM OF 10'-0" HORIZONTALLY FROM THE CENTER OF THEWATER LINE. IF THE WATERLINE IS BETWEEN 5'-0" AND 10'-0" FROM THE SEWER LINE, THE WATER LINE MUST BEENCASED IN PIPE.

5. INSTALLER MUST CONTACT THE DESIGNER FOR SYSTEM CONSTRUCTION INSPECTIONS. SYSTEM MUST BEUNCOVERED AND ACCESSIBLE.

6. INSTALLER TO PROVIDE A COMPLETED "BACKFILL VERIFICATION AND SYSTEM SPECIFICATIONS" FORM TODESIGNER UPON COMPLETION OF CONSTRUCTION AND TESTING. PROPERTY OWNER IS RESPONSIBLE FOR ANYADDITIONAL REQUIRED MAINTENANCE CONTRACTS.


SYSTEM SETUP PROCEDURE1. AFTER FLUSHING THE PIPE AND TUBING NETWORK OF ALL DEBRIS, CLOSE THE

FIELD FLUSH VALVE, RUN PUMP AND WAIT FOR THE PRESSURE TO STABILIZE.2. ONCE THE PRESSURE HAS STABILIZED, RECORD THE FLOW RATE THROUGH THE

FLOW METER FOR ONE MINUTE. THIS IS THE ACTUAL DOSE FLOW RATE IN GPM.3. CALCULATE THE FLUSHING FLOW RATE BY MULTIPLYING THE NUMBER OF SUPPLY

MANIFOLD CONNECTIONS BY 1.6 GPM. ADD THE DOSING FLOW RATE TO THEFLUSHING FLOW RATE. THIS NEW ACCUMULATIVE FLOW RATE IS THE MINIMUMFLOW RATE NEEDED TO ACHIEVE ADEQUATE SCOURING VELOCITY IN THE ENTIRESYSTEM.

4. WHILE THE PUMP IS RUNNING, OPEN THE FIELD FLUSH VALVE SLOWLY UNTIL THERETURN PRESSURE GAUGE READS 10 PSI.

5. NOW RECORD THE FLOW RATE THROUGH THE FLOW METER. IT SHOULD BEGREATER THEN THE NEW ACCUMULATED FLOW RATE NEEDED. MORE IS BETTER. IFDESIRED, ONE CAN FURTHER ADJUST THE RETURN PRESSURE HIGHER ANDMEASURE THE FLOW TO APPROXIMATE THE MINIMUM ACCUMULATED FLOW.

MINIMUM 6"

TRENCH DEPTH

BACKFILLEDTRENCH (FREE

OF DEBRIS)

DRIPLINE

DRIP TRENCH DETAIL (TYPICAL)

POLYPROPYLENE

BUNA-N

1" TECH FILTER

MAXIMUM 6"

12" VERTICAL SEPARATION1" GUARDIAN AIRRELIEF VALVE

NTS NTS NTS

9"

(3'-6

" MIN

. TO

TAL

LEN

GTH

)1/

2" F

LEX

PVC

TU

BIN

G

DR

IPLI

NE

DR

IPLI

NE

SCALE: NTSLOOP CONNECTION

1/2"

MPT

X B

ARBE

D

1/2"

FPT

PVC

RAM

MAL

E AD

APTE

R

ADAP

TER

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0/08

/21

10:2

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BY

: eev

ers

© LEROY SURVEYORS & ENGINEERS 10/08/21


www.lseinc.com



GPSGIS MAPPING

10/08

/2021

SHEET 10/08

/2021


www.lseinc.com



GPSGIS MAPPING

CLIENT:


DATE:

LOT NO.

SCALE:

JOB NO.

DESIGNER:

DRAWN:

CERT. NO.

INSTALLER:

PHONE NUMBER:

ADDRESS:

10/08/2021

0GRAPHIC SCALE

1 INCH = FEET

30 15 30

30

ON-SITE WASTEWATER DESIGNXXX

XXX

XXX

XXX

XXX

XXX

BILL CREVELING

2353

XXX

XXX

XXX

XXX

SEE DWG

x

xEXPIRATION DATE: 12/10/22

HEADWORKS DETAIL (TYPICAL)MODEL PUHEADWORKS4

24" DIAMETERRIBBED RISER

W\ SCREW DOWN LID

3 LAYERS OFFILTER FABRIC

EXTEND 6"PAST RISER 1" BALL

VALVE1" UNION 1" UNION

1" UNION

1" UNION

1" NETAFIMDISC FILTER

0-100 PSIPRESSURE

GAUGE0-100 PSI

PRESSUREGAUGE

3\4" MASTER METER FORRECLAIMED WATER

RETURN FROM FIELD

FROM PUMP TANK

0-100 PSIPRESSUREGAUGE

TO PUMP TANK

TO DRIP FIELD

PRESSURE REGULATOR:USE NETAFIM 3/4" 43 PSIMODEL 32PRV.75-43V2K

ENCLOSURE

Received10/13/2021

Documents

99TH AVE E SOILS LOGGED 4-21-21 Received