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HomeMy WebLinkAboutSWG2023-00119 - SWG Application / Design - 3/29/2023 MASON COUNTY 3415 N 6TH STREET,SHELTON,WA 98584 SHELTON:360-427-9670, EXT 400 BELFAIR:360-275-4467, EXT 400 Public Health & Human Services ELMA: 360-482-5269, EXT400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00119 APPLICANT TOTEM GIRL SCOUT COUNCIL C/O Phone: 800-841-9852 GIRL SCOUTS OF WESTERN WA Address: 5601 6TH AVENUE SOUTH SUITE 150 SEATTLE, WA 98108 OWNER TOTEM GIRL SCOUT COUNCIL CIO Phone: 800 841 9852 GIRL SCOUTS OF WESTERN WA Address: 5601 6TH AVENUE SOUTH SUITE 150 SEATTLE, WA 98108 SEPTIC DESIGNER Bob Paysse - Pioneer Digging Inc Phone: 360-426-1803 Address: 3083 E Mason Benson Road GRAPEVIEW, WA 98546 Site Address: 800 NE TWIN LAKES RD Primary Parcel Number: 223201060000 Permit Description: Replacement 780gal/day Tillicum House pressure trench Permit Submitted Date: 03/29/2023 Permit Issued Date: 04/03/2023 Issued By: Rhonda Thompson Current Permit Fees Paid: $1,215.00 (additional fees may be required upon installation of system). Permit Expiration Date: 03/31/2026 (based on date of inspection) Permit Conditions: 1 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 2 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 3 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 4 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 5 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 6 Mason County Asbuilt Form, Record Drawing, and Installation fee must be submitted for final installation approval. THIS PERMIT MUST BE ONSITE DURING INSTALLATION OF OSS. PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING ANI4 MARKING ALL PROPERTY LINE AND EASEMENT LOCATIONS. THIS PERMIT MAY BE REVOKED IF THE SITE CONDITIONS HAVE CHANGED SINCE THE SITE WAS INSPECTED AND DESIGN APPROVED. FINAL INSTALLATION APPROVAL IS REQUIRED PRIOR TO TEMPORARY OR FINAL OCCUPANCY OF ANY RELATED STRUCTURES. For Final Inspection visit: masoncountywa.gov/health/environmental/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. OFFICIAL USE ONLY DATE RECEIVED: 2C - MASON COUNTY .I I. COMMUNITY SERVICES AMOUNT EE1:S r RECEIV C W m -i Public Health(Community Health/Environmental Health) C ((/) 415 N.62h Street Shel[on,WA 98584 (\^WG iv xi Z di 13 ON-SITE SEWAGE SYSTEM APPLICATION D X m n PHONE APPLICANT m r GIRL SCOUTS OF WESTERN WA. ATTN: RUSSELL EBEL z MAILING ADDRESS-STREET,CITY,STATE.ZIP CODE E 5601 6TH AVE. SUIT 150 SEATTLE WA 98108 co 8 STREET.SITE ADDRESS- CITY. 00 NETWINLAKE ROAD TAHUYA WA 98588 I N' NAME OF DESIGNER PHONE I N ROBERT H. PAYSSE 360-426-1803 NAME OF INSTALLER PHONE v I CO TBD < I N PERMIT TYPE(select one) DRINKING WATER SOURCE - L RESIDENTIAL OSS F-COMMUNITY OSS COMMERCIAL OSS 61 PRIVATE INDIVIDUAL WELL 6 PRIVATE TWO-PARTY WELL Z I O TYPE OF WORK(select one) 17 PUBLIC WATER SYSTEM GIRL SCOUTS CAMP t FNEW CONSTRUCTION/UPGRADES 17 REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR I SUBMITTALS 0 SURFACING SEWAGE 0 EXISTING FAILURE ❑SHORELINE W C)W-DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE 5WAIVER(S)(IF APPLICABLE) NA 128 ACRES 0 DIRECTIONS TO SITE AND SITE CONDITIONS(ex locked gate) CONTACT RUSSELL EBEL FOR SITE VISIT: 425-971-5824 I o OUT NORTH SHORE RD FROM BELFAIR. RIGHT ON BELFAIR TAHUYA ROAD. RIGHT ON o I O HAVEN WAY. RIGHT ON BENNETTSON LAKE ROAD. DOWN 2.2 MILES TO RIGHT @ TEE 10 ON TWIN LAKES ROAD. TRAVEL 1/2 MILES TO A RIGHT TURN INTO CAMP AND GATE. SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I CD OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(tor reporting purposes) ❑VOLUNTARY 0 MAINTENANCE/PUMPING Cl BUILDING PERMIT ['HOME SALE ['COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS I CONDITIONS isk,,,...,\,/\,' ciA \''`AAN't 4-0' MAR 2 9 2023 ____).\ By --- RECOR D INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL AFPROVAL INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE Wf\ANki(VV\ /60)*1/11) `3\\MO 'k,(3/'z Th THIS FORM MAY BE CANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 2 2 3 2 0 — 1 0 — 6 0 0 0 0 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. This form may be scanned and available for public view on the Mason County Web site. Marimum paper size: 11"X 17" PARCEL IDENTIFICATION Permit Number: SWG 9-07i5rboiV1 Designer's Name: ROBERT H.PAYSSE g Applicant's Name: GIRL SCOUTS OF WEST.WA Designer's Phone Number: 360-426-1803 Mailing Address: 5601 6TH AVE.SUITE 150 Designer's Address: 3083 E MASON BENSON RD SEATTLE WA 98108 GRAPEVIEW WA 98546 City State Zip City State Zip Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type: ❑Aerobic Unit Make/Model 0 Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity [if Pressure lifTrench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms COMMERCIAL Schedule/Class SCH.40 Daily Flow:Operating Capacity 585 gpd Length 65 ft Daily Flow:Design Flow 780 gpd Diameter 1.25 it—,�(/ ,� Septic Tank Capacity(working) 2250+ gal Number 5 !py Receiving Soil Type(1-6) 3 Separation /, 10 ft -S1‘ Receiving Soil Appl.Rate 0.8 gpd/ft2 Orifices Required Primary Area 975 ft2 Total Number of Orifices 65 Designed Primary Area 975 ft2 Diameter 3/16 in Designed Reserve Area 0 ft2 Spacing 60 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 325 ft Schedule/Class SCH.40 Elevation Measurements Length 40 ft Original Drainfield Area Slope 11 % Diameter 1.25 in New Slope,If Altered 11 % Preferred manifold configuration used? gYes 0 No Depth of Excavation Up-slope 8-10 in Transport Pipe from Original Grade Down-slope 12-14 in Schedule/Class SCH.40 Designed Vertical Separation 24+ in Length 200 ft Gravelless Chambers Required? 0 Yes It No 0 Optional Diameter 2.5 in Pump Required? 56 Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 6 Diff.in Elevation Between Pump&Uppermost Orifice 30 ft Dose quantity 120 gal Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 2700 gal Uppermost Orifice Ed Higher 0 Lower than Pump Shutoff Pump controls: Please check those required. Capacity @ Total Pressure Head 38.35 gpm Timer litlapse Meter lig Event Counter Calculated Total Pressure Head 42.8 ft If Timer: Pump on 2 MIN ,pump off 4 HRS Comments DESIGN FORM—PAGE TWO Assessor's Parcel Number:2 2 3 2 0 — 1 0 -- 6 0 0 0 0 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch Ed Test hole locations g Drainfield orientation and layout Reference depth from original grade: 21 Soil logs g Trench/bed dimensions and It Septic tank 21 Property lines critical distances within layout Q( Drainfield cover 21 Existing and proposed wells 21 D-Box/Valve box locations Reference depth from original grade within 100 ft of property It Septic tank/pump chamber and restrictive strata: 121 Measurements to cuts,banks,and locations g Laterals,trench/bed,top and surface water and critical areas g Observation port location bottom g Location and orientation of 2 Clean-out location 0 Curtain drain collector curtain drain and all absorption It Manifold placement 0 Sand augmentation components 21 Orifice placement Other cross-section detail: It Location and dimension of It Lateral placement with distance 21 Observation ports/clean-outs primary system and reserve area to edge of bed g Other Information 21 Buildings 21 Audible/visual alarm referenced Yes No liti Direction of slope indicator 21 Scale of drawing shown on scale It 0 Design staked out 21 Waterlines bar 0 11 Recorded Notices attached It Roads,easements,driveways, ❑ fib Waiver(s)attached parking 21 0 Pump curve attached FA North arrow and scale drawing 0 21 Evaluation of failure shown on scale bar Non-residential justification 21 0 Waste strength It ❑ Flow DESIGN APPROVAL The undersigned designer must be notified byVller at time of installation 21 Yes ❑ No 4?----- iL ----______ 3/2..le? ignature ofgner 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: etNIZA/ Environmental Healt Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. qj 2 a I.-6 ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: J ✓ 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. This form may be scanned and available for public view on the Mason County Web site. Updated Date: 12/7/2015 �rrr�r► PIONEER DIGGING INC. Robert H. Paysse 3083 E Mason Benson Road Grapeview WA 98546 03/24/2023 Mason Co. Health Dept. Re: Twin Lakes Girl Scout Camp—22320-10-60000 This design is for the Tillicum House building at the Girl Scouts of Western Washington facility located on Twin Lakes Rd in Mason County. The current structure has two Onsite Septic Systems, one serving each level and both permitted/installed around 1970. These existing drainfields total about 670sf. Some exploratory work was performed and it was decided to replace both systems with a new single system. Waste Strength: The Tillicum House building is primarily sleeping quarters, including toilets and showers. Most of the cooking is done in the dining hall which has its own OSS, completely separate from this proposal. Based on the description provided by the applicants, high waste strength is not expected. The waste strength is estimated to be within typical residential levels, so no additional treatment is being proposed. Flows: The system will likely see long resting periods during off-season months. However water use can fluctuate during camping seasons, so we have based design flow on a maximum use period. Utilizing the EPA manual with a best matched facility type (pg. 3-9 "camps"), it estimates a typical rate of 45 gal/day/person. The guests will spend quite a bit of time away from the Tillicum House, utilizing other facilities and wastewater systems on site. The applicants have kept water records for the entire camp, which are available if needed. Combining applicant discussions, water records and the EPA estimated values we are proposing a 30 gal/day/person rate. The Tillicum House building is limited to a capacity of 26 people (per fire code). Tanks are being calculated with a 2.5+rate of daily flow. Therefore: Designed Flow: 26 people x 30 ga/day = 780 gpd Drainfield Sizing: 780 gpd/0.8 = 975 sf Tank(s) Volume: 780 gpd x 2.5 = 1,950 gallons (2250 and 2700 proposed) If further justification is necessary for this design review, please let us know. We have spent quite a bit of time reviewing the applicants needs and would be happy to discuss further. Robert H. Paysse APPROVED Onsite Wastewater System Designer APR 0 3 2023 360-426-1803 MASON COUNTY ENVIRONMENTAL HEALTH RET 2700'+ _ I TWIN LAKES ROAD 7V WATER I t GATE IL CJ TOWER Irp- <j AI- ,* APPROX. WELL LOCATION - -- ,(`�] �`\ \\ I TILLICUM HOUSE LOCATION �\ I SEE SITE PLAN 2 Cr I I NOTE: DRAWING FOR LAKE + REFERENCE ONLY. BENNETTSEN 0 LOCATIONS ARE N I APPROXIMATE I I I I f-A), I v I 22320-10-60000 L 128 ACRE TRACT I I _ _/ __ __ ________ +' i '' • ' '` APR 0 3 2023 i,. , . . -. MASON COUNTY ENVIRONMENTAL HEALTH AN ASBUILT/INSTALL SIGNOFF FEE WILL 7?`� . BE CHARGED AT TIME OF INSTALLATION `,O,• RCBEarITVAERle 'H`` RET OtSCWMEt THIS IS NOT A SURVEY.REFERENCES INCLUDE APPLICANT/COUNTY PROVIDED ''''' j'1 �_. ;�' PLATS OR SURVEYS.FIELD MEASUREMENTS AND COUNTY GIS DESIGN INTENDED FOR SEPTIC ,�. PURPOSES ONLY PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER EXPIRES DEPARTMENT/AGENCY REVIEW.DESIGNER NOT RESPONSIBLE FOR SETBACKS UNRELATED TO SEPTIC COMPONENTS CUSTOMER: GIRL SCOUTS... SCALE 4001 PIONEER. DIGGING, INC. PARCEL# 22320 IOfi0000 TEST HOLE I: TEST HOLE 2 OTHER TEST HOLES SEPTIC DESIGNS ADDRESS: 800 NE TWIN LAKE RD o-4a cI s o-39 GLs SHOWED SIMILAR 40+TILL 39+TILL SOIL TYPES AND I 3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE ROOTS @ 40 ROOTS @ 39 DEPTHS OFFICE-360-426-1803 FAX-360-427-2353 DESIGN PAGE SITE PLAN 1 y,`�`. Yr-Tir ttl. - ——— -- -- d ",, $11. ACCESS ROAD ' • '^• ROIBE 4Y5Se -----I "7 /- -� EX-KES I / / LOCATE UNDERGROUND INSTALL LATERALS LEVEL / POWER WIRE SERVING TILLICUM __ W/ CONTOURS OF SLOPE. / j PRIOR TO INSTALLATION I \\ �\ / / I \ \ INSTALL LATERALS ABOVE /��:--)/// \\ \\ FIREPIT AREA AS SHOWN. �� / \\\ . WATERLINE CROSSING / A I / /'• 0 ���MAY OCCVR W/ SEWER / ,-� / 0 ,41i AND TRANSPORT LINES. / �� / DOUBLE SLEEVE IF WITHIN / / \\_�/ / / 10FT, FOLLOW PIPELINE / / / ,j�� 11�SLOPE SEPARATION GUIDELINES I / FIREPIT / (AI is WHERE NECESSARY. A I , .,. , 11 1 / PROPOSED I j UPPER FLOOR I i PROPOSED 4"3034 SEWER r c àNVED FIELD .\ LINE DOWN TO 2.5 SCH. 40 A r•i'd �\ NEW TANKS TRANSPORT LINE �__= APR 03 2023 \\ n _ I MASON COUNTY ENt�RpKMENTAL HEA \ r L J 1 RET LTH \\ c� I TILLICUM I EXISTING TANKCS) TO BE PUMPED & \ I i ABANDONED AT TIME OF INSTALLATION. \\ I I I HOUSE I p \ I _J \ L1---- ``% \ adl v 1 1 100'± TO LAKE 1 _ PROPOSED --- —--- — _ _----- TANKS ———I AN ASBUILTI INSTALL SIGNOFF FEE WILL 100'± TO WELL BE CHARGED AT TIME OF INSTALLATION I DISCLAIMER:THIS IS NOT A SURVEY.REFERENCES INCLUDE APPLICANT/COUNTY PROVIDED PLATS OR SURVEYS.FIELD MEASUREMENTS ANO COUNTY GIS.OESIGN INTENDED FOR SEPTIC PURPOSES ONLY. PROPOSED DEVELOPMENT MAY BE SUBJECT TO OTHER I DEPMTMENTIAOENCY REVIEW DESIGNER NOT RESPONSIBLE FOR SETBACKS UNRELATED TO / SEPTIC COMPONENTS. I CUSTOMER: GIRL SCOUTS... SCALE 1:30 1 1 PIONEER DIGGING, INC. PARCEL#:22320-10-60000 TEST HOLE I: TEST HOLE 2 OTHER TEST HOLES ADDRESS: 800 NE TWIN LAKE RD 0-40 CLS 0.39 GLS SHOWED SIMILAR SEPTIC DESIGNS40+TILL 39+TILL SOIL TYPES AND 3083 E MASON BENSON R.D. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE ROOTS @ 40 ROOTS @ 39 DEPTHS OFFICE-360-426-1803 FAX-360-427-2353 DESIGN PAGE SITE PLAN 2 • \ SEE NOTE ON SITE PLAN ` y � 00 OBSERVATION PORT \\\\ Fs A & CLEANOVT \\ �yo I I \ ,, / ✓/ / \\ 1 \ 'l, . I/ \ 't/ / yi 1 11 1 i`,__ _il_____-.0 L)L." - 1 ,,,,,7.1( 1,/,'-e'l /011 % l', SEE NOTE '!"' ON SITE i PLAN , lr#) a, �' ' fA /1:-- ,.., .. / �/ 1 , I - / , / / ',44 1,/,, /, / , / , , O SCH. 40 ! V i I / / y L i 1 11(_._ii cpF,.... O f- 1��• o t VALVE BOX OR 1.25"SCH. 40 .... < ,1 RISER/LID TO GRADE APPROVED 1"`. APR 0 3 2023 L:..,, M=COUNTY ENVIRONMENTAL HEALTH CUs I O�MER: GIRL SCOUTS... SCALE I:Io R r T PIONEER DI��ING, INC. PARCEL# 22320 I0 60000 TEST HOLE I: TEST HOLE 2: OTHER.TEST HOLES SEPTIC DESIGNS ADDRFSS: 800 NE TWIN LAKE RD 0-40 GLS 0.39 GLS SHOWED SIMILAR 40+TILL 39+TILL SOIL TYPES AND 3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE ROOTS @ 40 ROOTS 0 39 DEPTHS OFFICE-360-426-I803 FAX-360-427-2353 DESIGN PAGE DF DETAIL I CLEANOUT OBSERVATION PORT I FINISHED GRADE FILTER I SANDY FILL FABRIC I I ORIGINAL GRADE t 4 \--- ----Tj ei...wi:iitlitiiv. ___ tisi:iiiiii,:ii.1„. ..,_ O 'KEEP TRENCHES LEVEL WITH O O' ' = l '' ' • CONTOURS AND MAINTAIN r IA��I�IOI�%I4 I�%IiI�%�I�Ii CONSISTENT TRENCH DEPTH OF 8"-10"ON DOWNHILL SIDE. 1,5" WASHED ROCK RISER OR VALVE BOX I N TO FINISHED GRADE CHECK VALVES (AS NEEDED) APPROVE RESTRICTIVE LAYER iiIiii APR 03 2023 al 6J u V MASON COUNTY ENVIRONMENTAL HEALTH iii RET BALL VALVES THREADED CAP (EQUALIZE FLOW) 2.5"SCH. 40 TRANS. LINE ..... \ b" ORIFICES 0 12:00 W/ SHIELDS `NI 0I`. .�i��_-•Y••Yam•Yam,Yam.Yam.��.Yr.a r. ,,. ..c w+s,,, SWEEP 1o. . 1 • • • • 1' •' II' . . t 4P .' .' .' .' .' .' . Rene'•., w,<se GLUED TEE T CUSI OMER GIRL SCOUTS...PIONEER DIGGING, 11 V C. PARCEL# SCALE NA I '22320 10 60000 TEST HOLE I: TEST HOLE 2: OTHER TEST HOLES SEPTIC DESIGNS ADDRESS: 800 NE TWIN LAKE RD o-a°TILI o-GLS 9s,9TIUS SOIL TYEPPESIA DR 3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE ROOTS @ 40 ROOTS @ 39 DEPTHS OFFICE•360-426-I803 FAX-360-427-2353 DESIGN PAGE DF DETAIL 2 ORIFICE INFORMATION &GPM LATERAL# LENGTH (FT) ORIFICE # ORIFICES DIST.TO 1ST SPACING ORIFICE 1 65 5 13 30 2 65 5 13 30 3 65 5 13 30 4 65 5 13 30 5 65 5 13 30 TOTAL LATERAL LENGTH 325 TOTAL#ORIFICES 65 ORIFICE OUTPUT 0.59 GPM 38.35 DYNAMIC HEAD PVC SECTION LENGTH (FT) FEEDER TOTAL ORIFICES HEAD(FT) LINE LENGTH 2.5"TRANSPORT PIPE 200 NA NA 0 2.07 LATERAL#1 65 3 68 13 0.61 LATERAL#2 65 9 74 13 0.66 LATERAL#3 65 18 83 13 0.74 LATERAL#4 65 27 92 13 0.82 LATERAL#5 65 36 101 13 0.90 TOTAL FRICTION LOSS 5.80 ELEVATION CHANGE 30 RESIDUAL HEAD 2 _XTRA LOSS THRU FITTINGS 5 TOTAL DYNAMIC HEAD APPROVED 42.80 APR 0 3 2023 f. MASON COUNTY ENVIRONMENTAL HEALTH y��I'� RET �' f'` � It ,eF w+s'.c q4 fr, PIONEER DIGGING, INC. R°�#2?GIRL zo oS6CooOoo s til ••`RceErI +"w : , • SEPTIC DESIGNS ADDRESS: 800 NE TWIN LAKE RD ,It.•Pt.;..:. 'F... 3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE OFFICE-360-426-1803 FAX-360-427-2353 DESIGN PAGE CALCS 4. • • 24"RIBBED RISERS W/BOLT ON WATER-TIGHT LIDS CLEANOVT USE RISER LID ADAPTERS WITH NO GASKET LIDS 11 a FINISHED GRADE f a - WATER-TIGHT '_ JOINTS Iti INLFI"S / '`, A OUTLET TWO WAY TEE t. 1 ;Y i' 4. e. +_-: 4"OSI WATER-TIGHT EFFLUENT r JOINTS - — 'a — FILTER •*1- 2250 GALLON WATER77GHT ` CONCRETE SEP77C TANK ;;. P n TANKS MUST BE •�. 1 t/ 1 ON STATE DOH ".;=�; O v al Y �� APPROVED LIST '. ,VAPRO3OP. 3 '� TANKS ` #.7 gad .';�fE%��+n�.►er..• 0,«""'.' .�l. ..�.;`s..\•'.• .ri.t••..-.•p•� •,�.:.��.gyp:.?;:,•• .••+- -:Y-i;'t...f"'.R.' -wM1 •P •' %fir'• P . , �• ' , yyti60'�,,s..• ///, t. B1H Y1%// PUMP TANKS '' '..•''r OVER 1000 GAL. AQUAWORKS w,vo, REQUIRES TWO CONTROL PANEL W/TIMER,EVENTCOVNTER ELECTRICAL WORK DONE 24"RIBBED RISERS ACCESS RISERS &HOUR METER By LICENSED ELERK PONE TO GRADE W/WATER TIGHT LIDS � f FINISHED GRADE 0 ELECTRICAL CONDVir _ I I Ell .. a 1� 7 _ TRANSPORT LINE • - . . A INLET ik • . UNION & BALL VALVE 2700 GALLON WA7ER77GHT •• • CONCRt I£PUMP TANK i % (45.3 GAL./IN.) WATER-TIGHT I JOINTS W •• PRESSURE TRANSDUCER CHECK VALVE (OR FLOATS) —� USE TANKS FITTED • W/CAST IN WATER TIGHT FITTINGS FOR - USE RUBBER INLET/OVTIESAND • PUMP BUCKET: GROMETS FOR CAST IN RISER BUCKET HEIGHT MUST BE TRANSPORT LINE ADAPTERS TO AT LEAST HEIGHT OF PUMP AND ELECTRICAL ENSURE WATER _ _ I 1 _ • ON RISERS. MAKE TIGHTNESS •4 • •• . •- • .4 • . . . ., . •- • . ••' 4 I SURE ALL HOLES ARE WATER-TIGHT PIONEER DIGGING TT�T CUSTOMER: GIRL SCOUTS... SCALE:NA , li rC. PARCEL# 22320-10-60000 INSTALL TANKS ON ORIGINAL OR SEPTIC DESIGNS ADDRESS: 800 NE TWIN LAKE RD COMPACTED LEVEL SOILS. RUN CROSS 3083 E MASON BENSON RD. GRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE CONNECTIONS INTO ORIGINAL SOILS TOAVOID SETTLING. OFFICE-360-426-1803 FAX-360-427-2353 SHEET: TANKS SCALE NA FLIOO, FL150 and FL200-Series Technical Specifications External Construction: FL150 and FL200-Series feature upper unitized silicon Pump Volute-Gray iron casting class 25 carbide, lower Viton double lip. Pump Legs-Gray iron casting class 25 Fasteners: Motor Cover-Gray iron casting class 25 All casting shall be powder coated for corrosion All fasteners shall be 300-series stainless steel. resistance prior to assembly. Power Cord: Motor: 25' length standard.Quick-disconnect design allows Submersible 3450 RPM,oil filled and hermetically sealed. easy field replacement. Class B insulation rating. FL100 only 17-4 PH Stainless Level Control: steel.(FL150 and FL200,416 Stainless steel rotor shaft.) Thermally protected-single phase models.Three phase The pump shall be controlled by a wide angle mechanical models shall have overloads incorporated into the float sealed in a PVC housing.The float shall have a series control panel, properly sized for the horsepower and plug for manual by-pass operation. amperage of the pump. A water-stop seal shall be incorporated into the cord Impeller: entry to eliminate potential water wicking into the switch. 2 vane,semi-open design.Cast iron construction. An adjustable clamp is provided for optional pipe mounting of the float. Dual Shaft Seals: FL100-Series feature upper unitized carbon ceramic and Discharge: lower Viton double lip. 2" FNPT with 1-1/2" FNPT cast iron flange provided. Model hp. Volts Phase Amps Discharge Automatic Cord Length WgL Lbs. FL102M-2 1 208-230 1 12 1-1/2'&2" No 25' 71 FL102A-2 - 1 208-230 1 12 1-1/2"&2" Yes 25' 72 • FL103M-2 1 208-230 3 --- 9 1-1/2"&2" No 25' 71 — FL104M-2 1 440-480 3 4.5 1-1/2"&2" No 25' 71 FL105M-2 1 575 3 3.3 1-1/2"&2" No 25' 71 \\__/ FL152M-2 1-1/2 208-230 1 15 1-1/2"&2" No 25' 81 FL152A-2 1-1/2 208-230 1 15 1-1/2"&2" Yes 25' 82 FL153M-2 1-1/2 208-230 3 10.6 1-1/2"&2' No -- 25' 81 FL154M-2 1-1/2 440-480 3 5.3 1-1/2'&2° No 25' 81 FL155M-2 1-1/2 575 3 4.9 1-1/2"&2" No 25' 81 FL202M-2 2 208-230 1 - -- 15 1-1/2"&2' No 25' 82 FL202A-2 2 208-230 1 15 1-1/2"&2" Yes_ 25' 83 FL203M-2 2 208-230 - 3 10.8 1-1/2"&2" No 25' 82 FL204M-2 2 440-480 - 3 5.3 1-1/2"&2" No 25' 82 FL205M-2 2 575 3 4.9 1-1/2"&2" No - -- 25' 82 NOTE:3-phase models require a control panel for automatic operation.See simplex and duplex panel literature for complete information. 35'cord option available on some models.Consult factory. 60 hz Performance Curve FL 100, FL 150 and FL200-Series- Maximum Flu'd Temperature 140°F Liters Per Minute A * ` 0 78 151 227 303 379 484 O 1401 I I I L D —40 1 II _ APR 130 FL100 \�� � �1�11 3 2023 120 — icy emu:, O FL150---- ----- UNn, 110 ♦�♦ FL200 —30 V C VIA ) ,. l ,00 ft „Er ,, „Yf H F�2� ,•„u,,,, •♦ F1150 S , I 1-- 1-80 np,,,r�„♦♦`♦ z I r ,,,,,, %,, _ a 0 c US 30 �. • r�-�-, _ Certified 20 „% ♦.� _ Specifications • 1 1 3/4" subject to change 10 ��; �� without notice. v-o 0 0 10 20 30 40 50 80 70 80 90 100 110 120 130 Flow(GPM) Liberty Pumps• 7000 Apple Thee Avenue •Bergen,New York 14416•Phone 800-543-2550 Fax(585)494-1839 www.libertypumps.com Copyright©Liberty Pumps,Inc.2013 All rights reserved. LLIT6604-R08/13 Orenco Technical Data Sheet SYSTEMS 8-in, to 15-in. Dia. Biotube Effluent Filters Applications Standard Models Orencoa 8-inch to 15-inch Biotube g Effluent Filters are designed to FT0854-36,FT0822-14B,FT1254-36,FT1554-36,FT1254-36AR remove solids from effluent leaving commercial septic tanks.They can be used in new and existing tanks. Product Code Diagrams General FT[ I®- 36 - TAna,switch bracket and slde rat options Orenco m 8-inch to 15-inch Biotub0 Effluent Filters'are used to improve Blank = rio opals steed A = tAt switch bracket!rstat ed the quality of effluent exiting a commercial septic tank.The Biotube B - slide rail installed, cartridge fits snugly in the vault and is removable for maintenance,the Car height in.(mm). handle assembly snaps into the notches in the top of the vault,and the 36=36(914)'standard Musing heght.in.(mm). tee handle can be extended for easy removal of the cartridge.A"base 48-48(12191 54=54(1372) inlet"model(see p.2)is available for low-profile tanks.An optional slide 60=60(1524) rail system,available on larger models,simplifies installation and provides 66-66(1676) tank access for servicing. Filter 9ameter.in.(mm)06=08(2001 12- 12(300) 15= 15(375) , Fifer mesh option: Handle assembly Blank= (3-mm)titer mesh BionDe"effluent fiber OS 'Minimum liquid level(MU mlamatan. I ��\( Alarm float assembly m•1219-may housing An MLL d 37.46 n(940.1168 mm) ate 54-n.(1372-mm)house g fa MLL c 47.63 in.(1194-1600 ram) (ordered separately) 60 n.p524-m ry ous q fo MLL d 64-841n(1626-2134 mm) 4fi� . 66-u(1676-ram)) map to PALL d 85 112 n.(2159.2845 ram) For 12-and 15-in(300.and 375-mm)ally.use�•rail c46on when only one access s available to the lira chamber FT00822-14B 4 --,'- -zip. mi Fbat snatch bracket and wanow pate Wens: o '71;0 Pipe coupling BA- ad - q pa $s0) te0 p A - Ibat t tchepowirsafled FSO - awrndw pate nhsaled Base inlet motleJ BIOtUbeS Cadndge height.!n.(non). 14= 14 p56),standard 221a1o2(5 ).sta!nd AP R VEp Vault 22= 22 t558).standard 111101: 8 in.(200 mm)lira diameter tiiler mesh spoon. APR032023 Btann-II 'V.` '*m o .p-min)finer mesh MASON COUN nlet holes i • / 1 P - n. .6nwn)titermesh TY ENVIR Batube"effluent tater ON MENTAL HEALTH RET Support coupling'''•fif 1:11 Materials of Construction 0 Vault PVC Pipe coupling PVC Support bracket Handle components PVC Cutaway view Side view Support coupling and bracket PVC Biotube°cartridge Polypropylene and polyethylene 'Orenco1d Biotube"Effluent Filters are covered under multiple U.S.and international patents. Note:Support coupling and support bracket are available on 12-inch and 15-inch filters only. Orenco Systems°Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com NTO-FT-FT-2 Rev.3.0,©01/19 Page 1 of 2 Robert H. Paysse/Pioneer Digging, Inc. Septic Design - General Notes 1. Contact Robert Paysse/Pioneer Digging, Inc.for final inspection of the installation. All components,including tanks, lids,transport line, drainfield,and water lines must be open for inspection. A$300.00 fee will be charged for time involved with the inspection of the installation and creation of the record drawing. Pioneer Digging, Inc. reserves the right to charge additional fees if multiple visits are needed due to installation errors or inaccessible components. Property owner,applicant,and/or installer are responsible for all Mason County fees involved with installation of this design. 2.This septic design must be installed by a certified installer with Mason County Public Health. For Homeowner Installs,the owner must get approval from Robert Paysse/Pioneer Digging, Inc. and Mason County Public Health prior to attempting installation. 3.Any alterations of this design must first be approved by Robert Paysse/Pioneer Digging,Inc.and Mason County Public Health. If installer finds any installation difficulties with design,they should contact designer prior to proceeding with installation. 4.This design is site specific and conforms to State and Mason County requirements. The designer assumes no responsibility for its longevity. The owner therefore agrees to maintain and make all necessary repairs to the system at no cost to Robert Paysse/Pioneer Digging, Inc. Due to various aspects, Robert Paysse/Pioneer Digging, Inc.assumes no responsibility for this septic systems longevity or life. 5. Field Staking was done to the best of the designers knowledge or property line locations. Robert Paysse/Pioneer Digging,Inc.assumes no responsibilities for surveying property line locations. Owner must verify/establish actual lines prior to construction. Any discrepancies found related to this design should be reported to the designer immediately. 6. Drainfield area may only be cleared by a licensed installer familiar with sensitive drainfield area preservation. The builder, lot developer,or property owner shall not clear the drainfield area. Any clearing required for drainfield installation shall not remove or disturb any top soil in Primary and Reserve areas. Removal or disturbance to drainfield soils could render design void. 7.The property owner and certified installer are responsible for locating all underground utilities prior to installation. 8.All construction materials installed in this system shall conform to all applicable state and Mason County requirements. 9. Storm water runoff,footing drains, roof drains must be diverted away from any septic system components. 10.This design is intended to meet State and Mason County requirements that are related to the system being proposed. Any placement of proposed buildings, proposed wells or other non related items on these drawings may or may not meet other 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. 11.The proposed septic system should be installed in dry weather conditions. Any failed attempts at installation during wet weather conditions may render this design void and unusable. 12. No curtain,foundation, perimeter drains shall be installed 30ft downslope and loft upslope of drainfield areas,unless design addresses a decreased setback with waivers. 13. Installer is responsible for following all related waiver mitigations outlined by Mason County Public Health and Robert Paysse/Pioneer Digging, Inc. if waivers are being proposed. 14. Maintain 10ft to waterlines with all septic components. If less than 10ft is required,sleeving in sch.40 pvc is required. If sewage transport lines and waterlines must cross,waterline must be 18" above sewage line with one of the lines sleeved in sch.40 pvc. 15.All septic tanks, pump tanks,ATU's must be installed on original soils or compacted gravels. Run all tank connection lines out onto original soil to avoid settling issues. Risers and lids must be brought to finished grade and left accessible for future operations and maintenance. Owners are advised to keep bushes and trees away from lids and other septic maintenance points. 16.All electrical wiring shall be done by a licensed electrician or homeowner(if allowed)and must be permitted through Labor and Industries. 17.The system owner/operator is responsible for the continuous operation an t nance of the system. For User Manual and Owner Maintenance information, refer to Mason County Ai isa �y ri. t. Manual,which should be received by owner after installation approval. 4r' APRptic. 03 2023 +' � �'MAnti , :ti PIONEER DIGGING INC. CUSTOMER: °L z�3GIRL o o�000UoTs RE Eh T SEPTIC DESIGNS ADDRESS: 800 NE TWIN LAKE RD ,...r...... - 4. 3083 E MASON BENSON RD. CRAPEVIEW,WA 98546 DESIGNER: ROBERT H.PAYSSE EXPIRES j OFFICE-360-426-1803 FAX-360-427-2353 DESIGN PAGE NOTES