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Home My WebLink AboutSWG2008-00347 - SWG Application / Design - 9/30/2008 I ONSITE SEWAGE SYSTEM APPLICATION MASON COUNTY PUBLIC HEALTH m Official uSC�E., onl�r (I 426 W. CEDAR STREET PERMIT NUMBER: SW " '� C. ) �l� CL ymo PO BOX 1666 q _ "]/� z w SHELTON,WA 98584 DATE RECEIVED: MOUNT RECEIVED:$ l y q O� (360)427-9670, Ext. 352 p rri APPLICANT DATE CHECK APPLICABLE ITEMS Z f 0 0 _ NEW SYSTEM � V L C r�, 2,068' 0 REPAIR SYSTEM 0 m MAILING ADDRESS DAYTIME PHONE p 0 TABLE 6 REPAIR _ 0 TANK REPLACEMENT I m CITY STATE 'ZIP 0 RV HOLDING TANK ONLY (requires waiver) 0 O 0 INSTALLATION PERMIT ONLY i 0 SITE ADDRESS SINGLE FAMILY Z c 0 OTHER C 3ot-(r E,�a Please describe 3 NAME OF DESIGNER PHONE NUMBER Cr Note: 0 Asbuilts required for all installations. O NAME OF INSTALLER o rA DRINKING WATER SOURCE 0 PRIVATE INDIVIDUAL WELL O 7 r, _ -FqU R OF BEDROOMS LOT SIZE: ACRES FT X FT 0 PRIVATE TWO-PARTY WELL MB i 0 COMMUNITY/PUBLIC WATER SYSTEM i ^/ SYSTEM WFI#: SYSTEM NAME: P SPECIFIC DIRECTIONS FOR LOCATING SITE. kk��( .3. VT WA',SaJ l,ArrE RO . LT Gv �W Pp �\a.ES-rri.•,1 oK t�5a.c C3EI-)Sots p.p, (�-r vC, 'sToP ors w\+�soN u�. O(+-\vE- e° rI 6 hST. 5 \'S'E PcT VE'iti`1 SK`D br f�-07�D. f1L�DR�S 30�1\. � Site must be flagged from main road and test holes must be flagged with test hole numbers i 0 �O 0 Official use only below this line `z SOIL LOGS COMMENTS/CONDITIONS T 11 t 0 y" L.S �-- l SOIL TEXTURE CODES: V =very G=gravelly S=sand L-loam Si=silt C=clay E=extreme) INSPF,C3'OR SIGI)QA)TURE DATE DESIGN EXPIRATION DATE DESIGN APPR P VED BY DATE ( 0 'v7 P i --tw DATE INST LLATION FEE PAID INSTALLATION EXPIRATION DATE INSTALLATION APPRON IIAT9 Revised 4/9/2007 1 MASON COUNTY PUBLIC HEALTH 426 W CEDAR ST.,PO BOX 1666,SHELTON,WA 98584 SHELTON(360)427-9670,Ext: 352, ELMA(360)482-5269, BELFAIR(360)275-4467 WEB: http://www.co.mason.wa_us FAX: (360)427-8442 Application for Waiver/Appeal Amount Paid: * I 16 — Receipt Number: J DC716 Instructions 1. Complete Parts 1 and 2.No determination can be made until these parts are fully completed. 2. Fees may be billed for waivers and appeals,based on the Environmental Health Fee Schedule. 3. Submit completed application with attachments to Public Health for review. PART 1. APPLICANT/PARCEL IDENTIFICATION Name of Applicant TERESA GAULD Telephone 206-782-8547 Mailing Address of Applican 2341 NW 96TH STREET City SEATTLE state WA zip 98117 12-digit Tax Parcel No. 2 2 2 3 3_ -- 5 2 -- 00 9 0 1 Site Address 3041 MASON LAKE DRIVE EAST Subdivision Name and Lot PART 2: Nature of Waiver/Appeal ❑ Class B Reduction in Vertical Separation ❑ Food Sanitation Requirements ❑ Building Permit Review Policies ❑ Group B Water System Regulations ❑ Location, WAC 246-272A-0210 ❑ Water Adequacy Requirements ❑ Holding Tank WAC 246-272A-0240 ❑ Enforcement Timelines ❑ Onsite Standards ❑ Departmental Determinations ❑ Contractor Certification Requirements ❑ Other (Installer,Pumper,O&M Specialists) Description of Waiver/Appeal(include justification,additional material may be attached.): -W-REDUCTION IN 30' SETBACK TO BASEMENT FOUNDATION DOWN TO 15' FROM DRAINFIELD. -W-REDUCTION IN 100'SETBACK TO WATER FROM DRAINFIELD DOWN TO 75. 4W DRAINFIELD WILL BE PRE-TREATED AND HAVE 24"OF VERTICAL SEPERATION. -W-REDUCIION IN 50'SETBACK TO WATER FROM SEPTIC TANKS(ATU &P/TI DOWN TO 30'. -M-TANKS WILL BE WATER TIGHT AND HELD AS FAR AS THEY CAN FROM WATER. Applicant Signature Date:q—� 0� t —� Page I of 2 Updated 8/10/07 MASON COUNTY DEPARTMENT OF HEALTH SERVICES J?nvftmnenftl Health -Ma= a w4na kea A W"66 A 5F4 PO BOX I W 9'6 760)427-9670 LOCA L 60)427-7798 Application for Waiver/Appeal Amount Paid.- Receipt Number.- Instructions ft)ww W PART 1: Applicant/Parcel Identification NI Name of Applicant TES I (OAL)1--1-:. Date 0.15-/0 7 Mailing Address ZZq I MJ q& r4 !S-17. TeiephoneSoto-7,97-�"-7 <g5&' TTt� I-JA qK 1 / -7 Assessor's Parcel Number C>ql ^q--SpAt to$4f D021VC EstSr Subdivision Name and Lot 5 7- 00901 PART 2: Nature of Waiver/Appeal 0 On-Sit Sewage Requirements 11 Food Sanitation Requirements Buildingpermit reviewpolicies 11 Solid Waste Requirements 13 Location, WAC246-272-09501 0 Group B Water System Requirements 13 Holding tank WAC 246-2 72-12501 0 Water Adequacy Requirements c3 On-Site Standards 11 Enforcement Timelines 13 Certification contractor(pumper, 11 Departmental Determinations designer, installer, O&Mspec)requirements 11 Other Description of Waiver/Appeal(include justification,additional material may be attached): 1A)Ali/9 XHF- 10-1�00 A-ppt-ni*4 P-jl-g Fog- e>ef-jrw,& xgpt74s. -F,.0 AA1 AlfQ- A402 IAJ��Je,�A-S� R-00^S, 25:X(JST/Aff, 1. r2 0R-Q,005E CF) 2S/)C. I Ar?ftQT- M@"M- Applicant Signature.. Date: H.-I WDAT4 UACMEMAHWR WP Update:November 23,1998 x + PART 3: Health Department Evaluation(Staff Use Only) IA. Type of Determination Required: 1 B. Type of On-Site Waiver(if applicable): ❑Appeal .Waiver ❑None required ❑Class A ❑Class B ❑Class C 2. Identificaton of Specific CodelStandard/Determination(include date of determination or latest codelstandard revision): 8ti: 1��n 5 c��c cev e.,.o o� c P � Y. 3. N Lure of Appeal: r \\ �u, \ai✓lSS wino c�� C�V� �D �.uar`e �'ee t�\\• rs-�^ se \nr� b 4. Hearing Official: ❑Board of Health ❑Health Officer ❑Pollution Control Hearing Board ❑}health Services Director ❑ Certified Contractor Review Board ok Environmental Health Manager 5 Mifigating Facto : !!! s 11 be �cea \1� c'✓ �Z etaco2 oo\vl5. n Curt J C ea uct rrc.., L ts3R 6. I have reviewed this waiver/vartance request. It is complete, and mitigation required by state and local policy has been submitted. Staff: t Date: /O PART 4: Determination of the Hearing Official The hearing official has determined that approval of this request will not adversely affect public health�tnd is hereby Panted. This decision is based on the following findings and conditions: ❑ The hearing official has determined that approval of this request could potentially have an adversely aftbct public health and is hereby denied. This decision is based on the following findings: f Hearing Official Q� �' u Date: `6-1 r2 1 /0�� K IWDATAURCH MEIWAIVER WP Update:November 23,199g PIONEER DIGGING, INC. PARCEL#: 00000-00-00000 SOIL LOGS: 360-4-26-1803 CUSTOMER:TEST GAULD I Oob Pay�xCDcsiq�rJ DRAWING: EXIST PLOT PLAN Pocx Paymx(Diafle') SCALE: 1 "=20' IF- 1915aNMSFiQ 1NI5 WAWIN615 NOT A 5JFVFY If KA5 MEN ' 19FAWN TO 51OW TK MrFOXIMATF UOCAVON OF 5X15TIN6 / MONUMENf5 ON TNF 5U6JECT5 P,P,OFFP,TY AN715 INTFNPI P / FOP, 5MIC PE516N FUP,P,0555 FV MAK55 NO 6 UP,ANTFF5 A� TO TN5 ACCWATFNF55 OF MI5 PAWING 1 FXI5T 5NFI7 1� / 3 5Hp�35 I MASON KAKf \ � 1 \ 6A5FMFNT 1 216 FTC 0 HOMF \ ti \ 5/T �� P��•� > 3� SL \ 1 TOTAL HOW \ loe \ y v AP,FA 1622 FT 0' 20' PIONEER DIGGING, INC. PARCEL#: 00000.00-00000 SOIL LOGS: 360-426-1 r 03 CUSTOMER: TEST GAULD OobPayxCDcSiq J DRAWING: PROP PLOT PLAN /lcx Pay9�(O"fleo SCALE: 1 "=20' F I P15CLAMFP,: THI5 PAWING 15 NOf A 5UFMY IT HAS MN PP,AWN TO 5HOW THE APP,P,OXWS LOCA11ON OF EXI5TIN6 / MONUMENT5 ON THE 513JECT5 FrOPFP,TY ANP 15 INTFNPFrl / FOP, 5EFTIC P7 516N FIJPTO5E5 FPI M9 5 NO 6AUP,ANTEF5 A� TO THE ACCUPTENF55 OF THI5 PPAWING, 1 i� 3, SNP,U65 MA50N LAKE \ 1 \ I3A5EMENT 295 Ff 2 0 Z\ \'� PP,OP05Et7 HOME 35',2 Ff` TOTAL � I \ ATU Ile Ile TOTAL HOME A2 h \ / 2590 Ff 2 i 0l 20' 3 3 � ct 44 IF TZ ow c- z V v r I �U ct I 7 (v \ I I, z � � o - , r TT 3 Lo z � w o ri- I (-ice 1 I i U v ) n / > _ J i q i i I > J C� J Cj IJ MASON COUNTY DEPAERTMENT OF HEALTH SERVICES SURFACE SEAL CONSTRUCTION PERMIT POST OFFICE BOX 1666 RECFRIED SHELTON, WA 98584 Local (360) 427-9670 NOV I "' 21OC3 Receipt No. 55zo66 -3 3 Z Belfair(360) 275-4467 Date of Payment i •1 7-(v FAX 427-7798 FALTH SERVICES i`;_ TIDEMARK# ,uEGov —3Z4' INSTRUCTIONS 1. Complete Part One. 2. Pay fee and submit this application a minimum of 24 hours in advance of initiation construction. Make check payable to Mason treasurer County 3. Attach plot plan 4. 24 hours prior to drilling the well,contact the health department to give notification of starting. Fax to:427-7798,or Telephone:427-9670 ext.293(8:00 a m:5:00 p.m.) PART 1: APPLICANT/PARCEL IDENTIFICATION SITE HOUSE ADDRESS 451 TUNERVILLE DRILLING FIRM NAME COOLWATER DRILING INC START CARD NO. W 228507 PROPERTY OWNER NAME JIM OLIVERTO TELEPHONE 360-698-1060 MAILING ADRESS PO BOX 263 SILVERDALE,WA 98383 ASSESSOR'S PARCEL NUMBER223024000030 SUBDIVISION(IF APPLICABLE) DIV BLK LOT DIRECTIONS FOR LOCATING SITE BEAR CREEK DEWATTO TO TUNERVILLE RD ABOUT %: MILE ON LEFT LOOK FOR SIGN Applicant/Agent Signature PART 2: Health Department Review (Staff Use Only) TAG# YES NO Drilleron site?................................................................................................................................................. ❑ ❑ Isthe well capped&vented?.......................................................................................................................... ❑ ❑ Is there a 2"annular space on all sides of the casing?..................................................................................... ❑ ❑ Is there evidence of a surface seal?....................................................................................... Hasthe seal slumped?..................................................................................................................................... ❑ ❑ Is the well flowing or is there evidence of other leakage?.............................................................................. ❑ ❑ Is there evidence of cascading water?............................................................................................................. ❑ ❑ Is there evidence that the seal is at least 18 feet long?.................................................................................... ❑ ❑ Do the well site set-backs appear be appropriate?.......................................................................................... ❑ ❑ Pass........................................................................................................................... COMMENT CALLED IN Z 7 INSPECTOR DATE OF INSPECTION Nov 18 08 07:00a Bob Paysse 360-427-2353 p.1 t � Pioneer Digging Inc. 3083 E. Mason Benson Rd. Grapeview, WA. 98546 360-426-1803 office 360-427 2353 fax FAX COVER SHEET Date: 11/18108 To: MCHD Attn: Cindy/Amanda From: Bob Paysse Re: Tessi Gauld Parcel number: 22233-52-00901 Cindy, As per our conversation, please read the following and let me laiow if you need anything else to approve this design. Thanks, Bob Paysse 11/18/2008 TUE 7: 18 [JOB NO. 64091 z001 Nov 18 08 07:00a Bob Paysse 360-427-2353 p.2 Pioneer Digging Inc. 3083 E. Mason Benson Rd. Grapeview, WA.98546 360-426-1803 office 360-427-2352 fax 11/17/08 To: MCHD Re: Tessi Gauld property From: Bob Paysse Attention: Cindy Waite/Amanda Reynolds The above mentioned property has been being used on a pan time basis for the past 15 years. Prior to that it was occupied by full time residents for approx. 25 years. Ms. Gauld would like to teardown and build a new home. Although the existing septic system is accepting the limited amount of water that is being produced from this residence, it is my opinion that once Ms. Gauld moves into the new home on a full time basis, it will fail in a short period of time.The existing septic tank is very old and the drain field is constructed of the old ADS pipe. I have looked at the drain field and observed heavy root structure around the pipe and throughout the gravel. Although the new system fails to meet a required 75' horizontal setback from the water, because of the slope in the ground, the effluent will actually travel through 75' of soil before it has any chance of encounter with the water. Because the current system is in near total failure and the new proposed system will be superior in design and treatment standards, It is my recommendation that the proposed new septic system be approved under the table 6 repair guidelines. Please keep in mind that Ms Gauld would like to continue living in this home on a part time basis until the new one can be constructed. This future construction is expected to begin some time in 2009 or early 2010. Respectfully, Bob Paysse Professional Onsite Wastewater Treatment System Designer 11/18/2008 TUE 7: 18 [JOB NO. 64091 V1002 Mason County Public HealthIlk , January 27, 2009 Pioneer Digging 3083 E Mason Benson Rd Grapeview WA 98546 RE: Design for GAULD Case No: SWG2008-00347 Parcel No: 222335200901 Your design for the above referenced parcel has been review and is APPROVED. Please refer to the comments section of this letter for any additional information. Please call me at (360) 427-9670, ext. 353 if you have any questions. Sincerely, C:�y zo Cindy Waite Environmental Health Mason County Public Health COMMENTS: 1/27/2009 1 of 1 SWG2008.00347 DE31GN FORM-PAGE ONE Assessor's Parcel Number: 22 33-52-00901 A design will be reviewed when 3 copies of each of the following are submitted: Completed design form that has been signed and dated. Scaled layout sketch,including all applicable items on checklist. Scaled plot plan,including all applicable items on checklist. Cross-section sketch,including all applicable items on checklist. Maximum paper size 11"X 17" PARCEL IDENTIFICATION Permit Number: SWG 1/ 7 Designer's Name: Robert H. Paysse Applicant's Name: TERESA GAULD Designer's Phone: 360-426-1803 Mailing Address: 2341 96TH STREET Designer's Address: 3083 E. Mason Benson Rd. SEATTLE,WA 98117 Grapeview,WA 98546 DESIGN PARAMETERS L , TREATMENT DEVICE , ❑ G endon ilter [I Sand Filter El ❑ Sand Lined Drainfield [IRecirculating Filter,Type: m Aerobic Unit Make/Model FAST/.5 ❑ Disinfection Unit Make/Model ❑ Other: DRAINFIELD TYPE ❑ Gravity 90Pressure Drench ❑ Bed ❑ Sub Surface Drip SEPTIC TANK/DRAIN FIELD SPECIFICATIONS LATERALS Number of Bedrooms TWO Schedule/Class SCH. 40 Daily Flow:Operating Capacity 160 GPD Length 2 B 40', 1 923' Daily Flow: Design Flow 240 GPD Diameter 1.25 IN. Septic Tank Capacity 1200 GAL Number 3 Receiving Soil Type(1-6) 3 Seperation 9' O.C. Receiving Soil Appl. Rate 8 GPD/FT^2 ORIFICES Required Square Footage 300 FT^2 Total Number of Orifices 36 Designed Square Footage 300 FT^2 Diameter 3/16 IN. Percent Reduction Taken N/A Spacing 36 IN. O.C. Trench/Bed Width 36 INCHES MANIFOLD Trench/Bed Length 100 FEET Schedule/Class SCH.40 ELEVATION MEASUREMENTS Length/Size 1 FT. Original Drainfield Area Slope 0% SLOPE Diameter 1.25" New Slope, If Altered SAME Preferred manifold configuration used? YES Depth of Excavation from Orig.Grade Iq R_/_// " UPSLOPE TRANSPORT PIPE f t',ev�� DOWNSLOPE Schedule/Class AP r f'O CH.40 Designed Vertical Seperation )L/ .24 INCHES Length �J . +/- Diameter IV(� PULL( 21� N Gravelless Chambers Required? NO AANN rr-711P Pump Required? YES DOSING AN�P UCHe AMBER PUMP/SIPHON SPECIFICATIONS Number of doses/day V^C�I►1 4 DOSES/DAY Difference in Elevation Between Pump Shutoff and Uppermost Dose Quantity G 60 GAL Orifice 10 FT Chamber Capacity 1000 GAL Uppermost Orifice Ce'Higher ❑ Lower than Pump Shutoff Pump Controls: Please check those required. Capacity @ Total Pressure Head 21.24 GPM ❑ Timer ❑ Elapse Meter ❑ Event Counter Calculated Total Pressure Head 10.08 FT If Timer: Pump on . Pump off Comments DESIGN FORM-PAGE TWO Assessor's Parcel Number: 22233-52-00901 Permit Number: SWG DESIGN CHECKLISTS SCALED PLOT PLAN SCALED LAYOUT SKETCH CROSS-SECTION SKETCH 910'Test hole locations Rr'Drainfield orientation and layout Reference depth from original grade: Br-soil logs Trench/bed dimensions and critical Gd'Septic tank Property Lines distances within layout &r-Drainfield cover Existing and proposed wells within Rr-D-Box/Valve box locations Reference depth from original grade and tooft.of property 59 septic tank/pump chamber locations restrictive strata: Nr-Measurements to cuts,banks,and Eir'Observation port location VLateral,trench/I ed,top and bottom surface water and critical areas Nr-Clean-out location ❑ Curtain drain collector �/ N Location and orientation of curtain Sr'Manifold placement ❑ Sand augmentation drain and all absorption components Orifice placement Other Cross-section detail: Location and dimension of primary [Lateral placement with distance to Observation ports/clean-outs system and reserve area edge of bed OTHER INFORMATION M'-Buildings Nr-Audible/visual alarm referenced YES NO M'lDirection of slope indicator (Scale of drawing shown on scale bar [r- ❑ Design staked out C�>�/Waterlines ❑ M'Recorded Notices attached p�p/Roads,easements,driveways, parking, ❑ [�Waiver(s)attached Lb North arrow and scale drawing shown 4' 59' ❑ Pump curve attached on scale bar eF "o ❑ [ '�'Evaluation offailure Non-residential justification aowv "oaE"*� �^ s E.. : ❑ yo�Waste Strength rxPiaFs ❑ M'Flow The undersigned designer must be notified by installer at time of installation? Rles ❑No Z9 VD Signature of D signer Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with state and local on-site regulations: , �,JG�� Enviroment I Health Specialists Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITIONS: U�/rThe design is stamped"Approved" by Mason County Public Health. Lid.. The Onsite Sewage Permit has not expired,the Permit Expiration Date is: R/ Drainfield site conditions have not been altered to adversely affect conditions of design approval. PLEASE NOTE:The system must be installed by a certified installer,unless prior authorization is obtained from Mason County Public Health. An Installation Fee is required. i i N I � I I I I W — I SHED N � � I � I UIOOD FENCE SHED z z FIR THE N Ul/ L ICs!!T c NC e Cc v i �\G D.F. 0 \pe HOUSE \\ D N-EXCLUSIVE i FF. 215.41 �— I DESCRIBED IN D� NO. 241639 UIIRE 4A E WIRE FEN E 1 �p (�JS 22 N IUESTERLY EAVE OF CARPORT 0.65 e n WEST OF LINE 1 f PROJECT BENCHMARK 0 -( PUMP QUA HOUSE 0 L AND SYSTEM TENT AR. c, 553 �\`� THIS BUILDING LAYOUT MAY OR MAY NOT BE THE EXACT PROPOSED HOME. THIS WAS WAS SUPPLIED TO PIONEER DIGGING ATTIME OF DESIGN SO WE COULD PLACE TANK LOCATIONS. THIS IS NOTAN APPROVED LAYOUT FROM MASON COUNTY BUILDING OR PLANNING DEPARTMENTAND MAY DIFFER FROM THE FINAL DESIGNED LAYOUT, 1 PROPOSED DRAINFIELD THIS SHED MUST ATV w BE REMOVED \ /- & P/T \ BEFORE INSTALL � \ � � // 75' TOWATER \ I o \ POSSIBLE I BVILDING \ LAYOUT I Q p \ �Q MC PUBLI HEALT o / \ JAN 2 2009 cw .... .... ..T.. ........... :. I exP!Rcs INC. CUSTOMER_ GAULD SCALE: 1: PIONEER DIGGING, PARCEL#: 22233-233-52-00901 TEST HOLE LE I: SEPTIC DESIGNS DRAWING: PLOT PLAN 3 NO R5 NO RESTRICTIVE LAYER FOUND 3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT PAYSSE OFFICE-360 426-1803 FAX-36P427-2353 DRAWN BY: ALEX PAYSSE SHED MUST BE REMOVED / / \ SHED \ �s � O / r \ ®VE 's. \ C PUBLIC HEAL OBSERVATION Zp09 \ PO R. JAN 2 CW E PROPOSED o ��\ BUILDING AS OF \ 7-28-2008 \\\ GARAGE Ro °„' SSE :... ... . . ... . ........:. \ E FS \ PIONEER DIGGING INC. CLISTOMEIL TESSIE GALAD SCALE I" I" PARCEL#: 22233-52-00901 TEST BOLE I: SEPTIC DESIGNS DRAWING: PLOT PLAN 0'48"GLS 3083 E MA_50N BEN.9JN RD. GkAPEVIEW,WA 98546 DESIGNER ROBERT PAYSSE AYSSE OFFICE-36U426-1803 FAX-3604272353 DRAWN BY_ ALEXP OBSERVATION PORT W/ICV BOX REMOVABLE CAP ORIGINAL GRADE FINI5HED GRADE I I I I FILTER FABRIC I ° I I I I r- I I DRAINROCK 1.25" LATERAL I I I I I I I I APPROV�D ivic PUBLIC HEAILT� I JAN 2 7 2009 CEW I I I I I I NO RESTRICTIVE LAYER FOUND fs 2y. OBE s, .ssE Q'..... ........ EXPIRES PIONEER. DIGGING INC. CUSTOMER: 3-5 GAULD sTEST HOLE f PARCEL# 22233 52 00901 TEST HOLE I: SEPTIC DESIGNS DRAWING: PLOT PLAN 0-ORES NO RESTRICTIVE LAYER FOUND 3083E MASON BENSON RD. GRAPEVIM WA 98546 DESIGNER: ROBERT PAYSSE OFFICE-360-4261803 FAX-360�4272353 DRAWN BY: ALEXPAYSSE 4"CLEANOUT 8"PVC RISER W/REMOVABLE CAP 24"RIBBED RISER W/5CREW ON LID FAST INSERTABLE UNIT FROM OUTLET PIPE IN FROM OUTLET FOUNDATION OF ATU TO INLETOF PUMP TANK AEROBIC TREATMENT UNIT FAST 0.5 ULTRTA-VIOLET DISINFECTANT UNIT TIMER ALARM BOX MOUNTED ON 4'+ POST OR HOME HIGH WATERALARM WARNING LIGHT FLOAT TREE W/QUICK 24"RIBBED RISER W/SCREW ON LID DISCONNECT CHECK VALVE&QUICK ISCONNECTUNION TRANSPORT LI EE TO DER/AIINNFIELD ELECTRICAL CONDUIT e-3 ROVED I�IC PU LIC HEALTH 1000 GALLON INLETE PVMPTANK JAN 2 7 2009 FROM OUTLET OF ATV TO INLETOF PUMP TANK PUMP(SEE PUMP o:'. A F SE DETAIL PAGE) EXPIRES PIONEER DIGGING INC. CUSTOMER: TIESSIE GAULD SCALE:N/A PARCEL#: 22233-52-00901 -RISERS INSTALLED TO SURFACE SEPTIC DESIGNS DRAWING: TANK DETAIL -GRUNDFOS EF-33 PUMP 3083E MASON BENSON RD. GRAPEVIEW,WA 98 446 DESIGNER: R-OBER.T PAYSSE N OFFICE-360-426-1803 FAX-36(F427-2353 DRAWNBY: ALEXPAYSSE r " VALVE [SOX 1 25" UNION j 1.25" 13Al VALVE fl " TR 2ANSPORT LINE I,25" CNECK VALVE 2"�1,25" r3U5NING r 1 25" UNION j 2"LTRANSPORT LINE O _ 5" �USNING APPR V1 25" (SAIL VALVFMC PUBLIC EALTH MANIEOX WtPIAL5 u5r: JAN 2 7 2009 ❑ 1,25" - 2,00'' SUSNING'5 (XI) C E� ❑ 1 25" 90"5 (X2) ❑ 1.25" UNION'5(X5) ❑ 1.25" CHECK VALVE'5(0) ❑ 1,25" fSALL VALVE5(X3) ❑ 125" CF055 ❑ L25" 5CN 40 Pvc (ffpb p LINE5) .. ❑ 2" 5CN. 40 PVC (11TANTOp1"LM) PIONEER DIGGING =DR - TFSSIE C.ALRD SCALE:N/A f22233-52,00901 -INSTALL MANIFOLD TO GRADE SEPTIC DESIGNSMAMFOED DETAIL FOR ACCESS. USE 24"RISER IF NEEDED 3083 E MASON BENSi)N RD. GRAPEVIEW, ROBEKT PAYSSE wry? OFFICE-36P426-IS03 FAX-360P427-2 : ALEXPAYSSE GRUNDFOS EFFLUENT PUMPS E F 3 3 E E F53 SPECIFICATIONS •Capacity to 120 GPM • Heads to 90 feet • Discharge size 2"female NPT • Power cord 10'or 20' • Solids 3/4" maximum MATERIALS OF MATERIALS OF CONSTRUCTION CONSTRUCTION •Stainless Steel •Stainless Steel • Engineered Composite • Engineered Composite FEATURES & BENEFITS APPLICATIONS FEATURES & BENEFITS APPLICATIONS • Lightweight •Graywater pumping • Lightweight • Graywater pumping •Corrosion resistant •Septic Tanks Effluent •Corrosion resistant •Septic Tanks Effluent •Manual or automatic •STEP Systems •Manual r STEP Systems operation •Water transfer automat c operation •• Water transfer • Field replaceable power PUMP MODELS • Field rep aceable power cords cords SPECIFICATIONS •Continuous duty when fully EF33•1/3 hp,115 or 230 volt, • Continuous duty when fully 1/3 hp,115 or 230 volt, submerged 1-phase submerged EF50• 1/2 hp,115 or 230 volt, 1-phase • Fluid Temp.Range: • Fluid TerV1p. Range: •Capacity to 64 GPM 32°F(0°C) min. 1-Phase 32°F(0° ) min. V- 104°F(40°C) max. EF75 • 3/4 hp,230 volt, 104°F(4 °C) max. • Heads to 27 feet 1-phase -Discharge size 1-1/2" AGENCY LISTINGS EF100.1 h , 2 0' PR (STINGS female NPT ® UL Listed 1-phase p UBL-1CV14k, 4 Jd • Power Cord 10'or 20' ® UL Listed to Canadian EF150•1-1/2 hp, 230YAN 2 7(Son Lis ed to Canadian • Solids 3/4"maximum safety standards 1-phase safet) standards 30 00 90 • 25 ,'fir EF ER 4F'.jF >IOH 33E 80 ,4^ TOM 39 SIB 7 100 T50. :$ 82 92,100 108 120 56 0 i. 20 , � �� x"a -�.^'. 10 $Q @2 '92 102 114 10 44 60 15 58 72 $E 44 108 1s 30 .20 40'. Q 15 so ' .fl4 1P2 20 16 2 _25 2 ¢, ;eA, �F4: x 40 3Q g,_jO }�'7' 87 10 30 o °.3°,<60 T8 20 42 60 10 2p. 34 50. r r.� jry$$c 26 42: 0 0 0 ID 20 30 40 SO 60 70 0 10 20 30 40 50 60 70 80 90 100 no GO '�6Q '. 20 34 U.S.GALLONS PER MINUTE U.S.GALLONS PER MI N LITE 65 25-- PIONEER DIGGING, INC. SEPTIC DESIGNS �'.. 3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 OFFICE-360-426-1803 FAX-360-427-2353 ��5: yytt ' a08EIRT�Mv9lE DESIGNER NOTES FOR: PRESSURE SYSTEMx"rs Q This syste W111 Will Not require a .05 Fast ATU. (Circled one applies) El This Septic Design is not Valid unless stamped approved & signed by Mason County Health Department RI Install Aquaworx control panel as per design if applicable. E1 Install risers to surface on septic tank(or ATU)and Pump tank as per design. 0 Install check valve&union in transport line within tank lid. Q No curtain drains allowed within 10' of the upslope edge and 30' of the downslope edge of drainfield or reserve area. Unless verified through Mason County Health Department first. 0 No wells may be constructed within 100' of the drainfield and 50' of the septic/pump/ATU tanks. Unless verified through Mason County Health Department first. El All Materials and workmanship must meet County and State Regulations 0 Deviation from this design without prior written approval from the designer and Mason County Health Dept. will make this design null and void. 0 The prepared plot plan is not a survey; it is the owner's responsibility to verify property line locations, all easements, and encroachments prior to installation. Any discrepancies must be reported to the designer immediately. Q This design is intended to meet State and local health dept. requirements that are related to the stem being proposed. Any placement of proposed buildings or other non related items on these drawings m ay or may not meet local and or state requirements. It is the property owner's responsibility to determine what is acceptable to the various departments for non-related items. EI Installers and Homeowners be advised that if a porch is to be covered, and will need ' meet code, it is considered foundation and must fleet proper setbacks for all septic cor ne 11_1 HEALTH Q Install this system in dry weather. JAN 2 12009 21 Trench bottoms must be level. Always follow the contours of the slopes. /+ ` Y E3 For protection of the drainfield,no traffic is allowed on top of the proposed drainfield areas Y 11 Q Encroachment of house and/or driveway into drainfield areas may render this design and site unusable. 0 All roof drains and downspouts shall be directed away from drainfield areas.