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HomeMy WebLinkAboutSWG2026-00153- APPLICATION/DESIGN - SWG Application / Design - 7/7/2026 M ASO IV Co U N TY 415 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,EXT 400 FAX:360-427-7787 On-Site Sewage System Permit: SWG2026-00153 APPLICANT JUSTIN RUSSELL Phone: 360.956.7242 Address: PO BOX 14531 TUMWATER, WA 98511 OWNER WOOD KYLE D &TAMMY R Phone: 360-427-9382 Address: 2120 SE BLOOMFIELD RD SHELTON, WA 98584-8639 Site Address: UNKNOWN Primary Parcel Number: 319221300120 Permit Description: OSS FOR NEW CONSTRUCTION OF 2 BED HOME Permit Submitted Date: 05/15/2026 Permit Issued Date: 07/07/2026 Issued By: Jeff Wilmoth Current Permit Fees Paid: $570.00 (additional fees may be required upon installation of system). Permit Expiration Date: 06/01/2029 (based on date of inspection) Permit Conditions: I Approval of this septic permit does not approve the building location. Building location is subject to approval from all applicable departments and regulations. 2 Proposed development subject to zoning requirements and approval by the planning department staff per Mason County Title 17. 3 Permit must be installed by a Mason County Certified Installer unless prior written authorization from Mason County is obtained. 4 Drain field installation not to exceed designed upslope and downslope depth specified on design form. 5 Installer is responsible for obtaining Mason County installation approval prior to backfill of system components. 6 Installer is responsible for obtaining Septic Designer/Engineer installation approval prior to backfill of system components. 7 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 AND 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/onsite/oss-inspection-request.ohp or call: 360-427-9670, extension 400. t• OFFICIAL USE ONLY MASON COUNTY DATE RECENED: C Cl) AMOUNT RECENED RECEIVED BY: Public Health & Human Services 57v v M Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 fn 415 N.6th Street-Shelton W _ ,WA 98584 SG ap� 00I� 5 �_ O tr v f � ;n Z CJ) ON-SITE SEWAGE SYSTEM APPLICATION APPLICANT PHONE m n m KYLE WOODS 360 427 9382 z C MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE II 9 2120 SE BLOOMFIELD SHELTON, WA 98584 m SITE ADDRESS-STREET,CITY,ZIP CODE © C!! 0 BLOOMFIELD SHELTON 98584 � I W NAME OF DESIGNER PHONE ,c JUSTIN RUSSELL 360 970 1233 ��J I- JUSTIN OF INSTALLER PHONE UNKNOWN �+ v PERMIT TYPE(select one) DRINKING WATER SOURCE I?-' RESIDENTIAL OSS ❑ COMMUNITY OSS ❑COMMERCIAL OSS ❑ PRIVATE INDIVIDUAL WELL ❑ PRIVATE TWO-PARTY WELL Z I� TYPE OF WORK(select one) 0 PUBLIC WATER SYSTEM X NEW CONSTRUCTION I UPGRADES ❑ REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE X REPAIR I I-� SUBMITTALS ❑ SURFACING SEWAGE ❑ EXISTING FAILURE ❑SHORELINE 0 DESIGN FORM(REQUIRED) Q SEPTIC DESIGN(REQUIRED) BEDROOMS I LOT SIZE I WAS LOT CREATED AFTER4/1/2025? O ❑ WAIVER(S)(IF APPLICABLE) 2 .5 YES NO C) DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) FROM LITTLE CREEK CASINO, EAST ON OLD OLYMPIC HWY, LEFT ON KAMILCHE I IC POINT RD., RIGHT ON BLOOMFIELD TO SITE ON LEFT O I9 SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. I I OFFICIAL USE ONLY BELOW THIS LINE UPGRADE I FAILURE SOURCE(for reporting purposes) o VOLUNTARY ❑MAINTENANCE/PUMPING O BUILDING PERMIT Q HOME SALE Q COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS cL' / c SOIL CODES: RECORD DRAWING AND INSTALLATION REPORT V= RY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. I P CTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APP TION APPROVED/ISSUED BY DATE 7 F M MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE Revised:01/09/2026 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 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.Allaximum paper size: 11"X17" PARCEL JDENTIFfCATION. Permit Number: SWG a.(�.( - 6l) J 63 Designer's Name: JUSTIN RUSSELL Applicant's Name: KYLE WOOD Designer's Phone Number; 360 970 1233 Mailing Address: 2120 SE BLOOMFIELD Designer's Address: 4931 68TH AVE SHELTON WA 98584 City State Zip OLYMPIA WA 98516 City State Zip Designer's Email JRUSSELL@ALPHA SEPTIC.COM DESIGN PARAM TERS : Treatment Device ❑ Glendon ❑ Sand Filter ❑ Mound ❑ Sand Lined Drainfield ❑Recirculating Filter ❑ATU ❑Other Treatment Level(check all that apply): ❑A ❑ B ❑ C ❑BLI ❑BL2 ❑ BL3 ®E O N rainfield Type ❑ Gravity pressure Tench O Bed O Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 2 Schedule/Class 40 Daily Flow: Operating Capacity 180 gpd Length 45 ft Daily Flow: Design Flow 240 gpd Diameter 1.25 in Septic Tank Capacity(working) 1200 gal Number 3 Receiving Soil Type(1-6) 4 Separation 6 7 ft Receiving Soil Appl.Rate .6 gpd/ft2 Orifices Required Primary Area 400 ft2 Total Number of Orifices 33 Designed Primary Area 405 ft2 Diameter 3/16 in Designed Reserve Area 400 ft2 Spacing 48 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 135 ft Schedule/Class 40 Elevation Measurements Length 37 ft Original Drainfield Area Slope 22.3 % Diameter 1.5 in New Slope,If Altered % Preferred manifold configuration used? l9'Yes O No Depth of Excavation Up-slope Transport Pipe from Original Grade Down-slope 7 ,A/ 4Q 40 /� t Schedule/Class Designed Vertical Separation 24 in Length 30 ft Gravel-based Drainfield Required? ❑Yes I 'No Diameter 1.5 in Pump Required? Lf Yes ❑No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 4 Diff. in Elevation Between Pump&Uppermost Orifice 2.32 ft Dose quantity 45 gal Drainfield Squirt Height/Selected Residual(head) 2 ft Chamber Capacity(flood) 1474 gal Uppermost Orifice IYHigher O Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 20.46 gpm l "Timer !1?' Elapse Meter f}3' Event Counter Calculated Total Pressure Head 6.57 ft If Timer: Pump on Z I t ee.,Pump off Comments /K ( f AN� ��n,y► /V� 1 ' Revised: 6/11/2025 DESIGN FORM—PAGE TWO Assessor's Parcel Number: 3 1 1 9 2 2 1 3 0 0 1 2 0 Permit Number: SWG Joa(0 (X)163 DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch O Test hole locations ❑ Drainfield orientation and layout Reference depth from original grade: El Soil logs O Trench/bed dimensions and ❑ Septic tank O Property lines critical distances within layout O Drainfield cover ❑ Existing and proposed wells O D-Box/Valve box locations Reference depth from original grade within 100 ft of property O Septic tank/pump chamber and restrictive strata: ❑ Measurements to cuts, banks, and locations O Laterals, trench/bed,top and surface water and critical areas ❑ Observation port location bottom ❑ Location and orientation of O Clean-out location O Curtain drain collector curtain drain and all absorption O Manifold placement O Sand augmentation components O Orifice placement Other cross-section detail: O Location and dimension of O Lateral placement with distance O Observation ports/clean-outs primary system and reserve area to edge of bed ❑ Buildings Other Information O Audible/visual alarm referenced Yes No ❑ Direction of slope indicator O Scale of drawing shown on scale O O Design staked out ❑ Waterlines bar O O Recorded Notices attached ❑ Roads, easements, driveways, ❑ Elevation benchmark and relative ❑ O Waiver(s) attached parking elevations of system components O O Pump curve attached ❑ North arrow and scale drawing O ❑ Evaluation of failure shown on scale bar Non-residential justification ❑ ❑Waste strength ❑ ❑Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation C*Kes O No Signa e of Designer 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: A 1 7 Env n ea h Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved" by Mason County Public Health. ✓ The Onsite Sewage Permit has not expired, the Permit Expiration Date is: /;, - 2- ✓ 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. Revised: 6/11/2025 ALPHA SEPTIC SOLUTION, LLC. ON-SITE WASTEWATER DISPOSAL SYSTEM DATE: May 14, 2026 APPLICANT: KYLE WOOD 0 BLOOMFIELD RD LEGAL: PARCEL #: 31922-13-00120 PROJECT#: DESCRIPTION: NEW CONSTRUCTION OF 2-BEDROOM HOME PROJECT DETAILS: NUMBER OF BEDROOMS 2 GALLONS PER DAY(GPD) FLOW 240 OPERATING CAPACITY(GPD) 180 APPLICATION RATE 0.60 DRAINFIELD -Absorption Area Required 400 SQ.FT Absorption Area Designed 405 SQ.FT -Trench/Bed Length 135 FT -Trench/Bed Width .3 FT DRAINFIELD CROSS SECTION s - Depth below Original Grade (p 2 A JNCHES oa 22 30634 - Graveless Chambers 8 INCHES ,usriysqu�;Eu___ LICENSED DESIGNER -Sand under Trench/Bed 0 INCHES -Vertical Separation 24 INCHES - Fill Depth 6 INCHES SEPTIC TANK - Size & Composition 1200 GAL CONCRETE - New/Existing New ALPHA SEPTIC SOLUTION, LLC. APPLICANT: KYLE WOOD DATE: May 14, 2026 PARCEL #: 31922-13-00120 PRESSURE SYSTEM - 3 LATERALS System Parameters Pressure Calculations Orifice Size 3116 inches Minimum Orifice Discharge Rate 0.62 gpm Residual Head at Last Orifice 2 feet Total Lateral Length 132 feet Orifice Spacing 4 feet Number Orifices Lateral 1 11 Number Orifices Lateral 2 11 Number Laterals 3 Number Orifices Lateral 3 11 Lateral 1 Length 44 feet Total Discharge Rate 20.46 gpm Lateral 2 Length 44 feet Lateral 3 Length 44 feet Friction Loss Pipe Class 40 Tightline Friction Loss 0.78 feet Lateral Line Size 1.25 inches Manifold Friction Loss 0.96 feet Lateral Elevation 117.32 feet Lateral Friction Loss 0.32 feet Friction Loss through System 2.05 feet Manifold Length 37 feet Manifold Size 1.5 inches Dynamic Head Residual Head at Last Orifice 2 feet Elevation Difference 2.32 feet Add-on Friction Loss 0.2 feet Elevation Difference 2.32 feet Tightline Length 30 feet Total Dynamic Head Loss 6.57 feet Tightline Size 1.5 inches Total Discharge Rate 20.46 gpm Add-on Friction Loss 0.2 feet Total Dynamic Head 6.57 feet Drain Down Calculation: If orifice orientation is 12 O'clock,the following calculation does not apply. Orifice Orientation 12 O'Clock Length of Pipe 132 feet Liquid Volume in Pipe 10.30 gal Drain Down Volume 5.15 gal 5X Volume 25.74 gal Dose Volume 45 ,a Dose volume meets 5X rule: N/A .$-. Oc� 22030!31 ^, t:_-.._Ju5TIN S RUSSELL '\ LICENSED DESIGNER Lb Pumps h A Family and Employee Owned Company 0PIiiTLT. fl0 25O Sea1oes 1/3 hp Sump/Effluent Pumps LITERS PER MINUTE 0 20 40 60 80 100 120 140 160 180 25 7 20 6 5 w 15 w W W LL O z 4 w Q 2 ul J = Q ii 10 3 F— ,ya. ;, 7yh l zo 1 ;p� P3030834 e��', lU3gLKz5 RU�SFI� �'. :•• LENS@b�ESI NER = 0 0 10 20 30 40 50 2_t . 4(_US GALLONS PER MINUTE Copyright©Liberty Pumps,Inc 2025 All rights reserved. Specifications subject to change without notice. 250_P 1 R04/2025 7000 Apple Tree Avenue Bergen NY 14416 V Phone 1-800-543-2550 17 Fox 1-585-494-1839 o EmailLiberty@LibertyPumps.com © Web www.LibertyPumps.com l .� FIELD STAKING WAS DONE TO THE BEST OF OUR KNOWLEDGE OF PROPERTY LINE LOCATIONS. ALPHA SEPTIC SOLUTION, LLC.,ASSUMES NO RESPONSIBILITY FOR SURVEYING PROPERTY LI LOCATIONS. OWNER MUST ESTABLISH ACTUAL PROPERTY LINES PRIOR TO CONSTRUCTION FI4S NOT A SURVEY. IR (� ��1^ y © RBM IS GOUND ELEVATION AT PROPERTY CORNER SURVEY PIN. RBM EL=130 BLOOMFIELD RD JUL � 1Q PROPOSED HOME STUBOUT/CLEANOUT EL=122.5 f JUL 0 -0 2026 Q 1200-GAL 2-COMPARTMENT SEPTIC TANK AND OUTLET FILTER WITH 1/16TH MESH _ _ i — Jf INLET EL=119 OUTLET EL=118.7 isy 3Q 1200-GAL PUMP CHAMBER,PUMP EL=115 TIMER, DOSE COUNTER,AND ELAPSE TIME METER REQUIRED OR�JE ® 30 FT OF 1.5-INCH PCV TIGHTLINE,SCHEDULE 40 \ BLOOMFIELD RD 37 FT OF 1.5-INCH PVC MANIFOLD,SCHEDULE 40 5 VALVE BOX WITH VALVE PER LATERAL 7r6rv��4' ' \ 0 50' TRENCHES SHALL BE 6 FT ON CENTER UNLESS OTHERWISE NOTED. i}loJ��4- '� 0 0 ALL WELLS WITHIN 200 FEET OF PROPOSED DRAINFIELD KNOWN TO DESIGNER ARE SHOWN. ESERVE SOIL LOGS-4/24/26 1 _ 10 0-8"DRK SANDY LOAM (4) R100' O 8-40"LOAMY FINE SAND (4) LD ROAD BED ® 0-6"DRK SANDY LOAM (4) I / i \ 6-42"LOAMY FINE SAND (4) - ; o r 50 O-b"DRK SANDY LOAM (4) 6-41"LOAMY FINE SAND (4) 1O I M TEST HOLES NOT READABLE PAST 36-INCHES PER MASON I EXISTING \ pS�� OR�JE COUNTY.\ WE2 PARTY \OMEPREP -. \ TOE OF ROAD CUT FILL 020 �i ► x p 0 _ JUSTIN S RUSSELL_-_- . 3 LICE SED DESIGNER RESERVE -- -2 -- K STAKE JUL 08 Y 2-\- 100' >>o- ; MASON COUNTY ENVIRONMENTAL HEALTH / R r I ' - OYSTER BAY/TOTTEN INLET STAKE I WATER NAVD88 UNKNOWN REVISION TO TRENCH DEPTH AND SOIL LOGS SHEET 1 OF 2 I DIRECTIONS: ALPHA SEPTIC SOLUTION, LLC. FROM LITTLE CREEK CASINO,EAST ON OLD OLYMPIC HWY,LEFT PO BOX 14531 TUMWATER WA 98511-4531 360-956-7242 ON KAMILCHE POINT RD.,RIGHT ON BLOOMFIELD ROAD TO SITE ION --------------------------- CUSTOMER:MER: PROPERTY SIZE: ALL SEPTIC COMPONANTS SHALL BE ON THE WASHINGTON KYLE WOOD .50 STATE LIST OF APPROVED TANKS OR TREATMENT DEVICES TP#: 31922-1 3-001 20 PROJECT NUMBER: https://do h.wa.g ov/s ites/defau It/flIes/2022-02/337-046.p df https://doh.wa.gov/sites/default/files/2022-021337-024.pdf SITE ADDRESS: 0 BLOOMFIELD RD A FEE WILL BE CHARGED AFTER INSTALLATION FOR FINAL INSPECTION AND RECORD DRAWING LEGAL: r - USER MANUAL: 4"PVC Inspection Port THE SYSTEM OWNER IS RESPONSIBLE FOR THE CONTINUOUS OPERATION AND MAINTENANCE Fabric Wrapped OF THE SYSTEM, AND KEEPING THE FLOW OF SEWAGE TO THE SYSTEM AT OR BELOW THE OPERATION CAPACITY AND SEWAGE QUALITY. REGULAR USE OF CHLORINE AND I OR Finished Grade ABRASIVE CLEANING PRODUCTS MAY SHORTEN THE LIFE OF THE SYSTEM. FATS,OILS, AND GREASES SHOULD BE WIPED OFF DISHES AND COOKWARE BEFORE WASHING. STRONG CHEMICALS SUCH AS PAINTS AND THINNERS,SOLVENTS, PESTICIDES, ETC.,ARE NOT TO BE DISCARDED INTO THE SYSTEM VIA DRAINS.PAINT BRUSHES SHOULD BE WASHED IN VESSELS AND WATER DISCARDED OUTSIDE THE SYSTEM. LONG TERM USE OF MEDICATIONS CAN KILL 'Sandy Loam/Loamy THE BACTERIA IN YOUR SEPTIC TANK AND DRIANFIELD. HAVE YOUR SYSTEM INSPECTED Sand Backfill - MORE FREQUENTLY. SEPTIC TANK SHOULD BE PUMPED EVERY THREE TO FIVE YEARS O Existing Grade DEPENDING ON USE AND SCUM/SLUDGE ACCUMULATION. OUTLET FILTER SHOULD BE 6"min - CHECKED AND CLEANED ONCE EVERY TWO YEARS.FILTER MAY BE HOSED OFF INTO THE FIRST COMPARTMENT OF THE SEPTIC TANK. PUMP CHAMBER SHOULD BE PUMPED AND Filter Fabric CLEANED AT THE SAME TIME THE SEPTIC TANK IS PUMPED AND CLEANED. MAINTAIN GOOD NOTE:LATERALS TO BE LAYED ON BOTTOM OF TRENCH WATER CONSERVATION PRACTICES.THIS WILL KEEP THE SYSTEM FROM HYDRAULICALLY AND STAKED IN PLACE WITH"U"SHAPED OF 3/8th"REBAR Graveless Chamber OVERLOADING.GARBAGE DISPOSALS SHOULD BE AVOIDED. IF YOUR ALARM SHOULD SOUND TO KEEP LATERAL FROM MOVING IN TRENCH. ANCHOR OFF, CHECK THE POWER TO THE PUMP, THE CURCUIT BREAKER, AND CHECK FOR ANY EVERY 20 FEET. 6- FIXTURES THAT MAY BE LEAKING INTO THE SYSTEM. IF STILL AT A LOSS FOR WHAT SET OFF THE ALARM,CALL YOUR SEPTIC INSTALLER OR THE COUNTY HEALTH DEPARTMENT FOR HELP. EXAMPLE LATERAL 12" PVC Pert Pipe AVOID REMOVAL, DISTURBANCE, OR COMPACTION OF THE SOIL IN THE DRAINFIELD AND RESERVE AREA.LANDSCAPING COULD DAMAGE THE DRIANFIELD AND RENDER THE RESERVE REBAR O AREA UNUSABLE.NORMAL LAWN MOWING AND MAINTENANCE PRACTICES ARE ENCOURAGED. TRENCH BOTTOM 36" 24"Vertical Separation CONSTRUCTION NOTES TRENCH LENGTH: 135 FT TRENCH WIDTH: 36 INCHES HOLES AT 1 2 O'CLOCK TRENCH DEPTH: 6-12" 1 .25" PVC Pipe 3/1 6th" Holes GRAVELESS CHAMBERS- LOW PROFILE (INFILTRATOR QUICK4 PLUS STANDARD LP) SCHD 40 PUMP MODEL: LIBERTY 250 (20.46GPM 6.57'TDH) DOSE VOLUME: 45 GAL 48" TIMER SETTINGS:2 MIN 11 SEC ON 6 HOURS OFF TIMER,DOSE COUNTER&ELAPSE TIME METER REQUIRED PVC Perf Pipe Detail CHECK VALVE AND HIGH LEVEL ALARM REQUIRED IN PUMP CHAMBER Not to Scale USE'T'TO'T'TYPE CONSTRUCTION END OF EACH LATERAL IS TO HAVE A SWEEP 90 WITH THREADED END CAP, AND SHALL BE MARKED WITH LOCATOR TAPE,REBAR, OR ACCESS PORT TO SURFACE. J , 71`/z GENERAL NOTES: 22030834 �- fl V >-rrs t�1��1N5RU5SElL_____'_ OWNER/INSTALLER SHALL NOT REMOVE OR DISTURB ANY TOP SOIL WHILE CLEARING ' - LVZ�NS D DESIGNER VEGETATION IN PRIMARY OR RESERVE DRAINFIELD AREAS.REMOVING OR DISTURBING SOIL , ` COULD RENDER SITE UNUSABLE. ANY ALTERATIONS OF THIS DESIGN MUST FIRST BE APPROVED BY ALPHA SEPTIC SOLUTION, JUL 0 0 I_3s2 LLC.,AND THE APPROVING COUNTY HEALTH SANITARIAN. 90- Degree Lateral Cleanout Detail MASON COUNTY ENVIRONMENTAL HEALTH THIS DESIGN IS SITE SPECIFIC AND CONFORMS TO STATE AND COUNTY HEALTH DEPARTMENT 6"pipe with cap for REQUIREMENTS. THE DESIGNER ASSUMES NO RESPONSIBILITY FOR ITS LONGEVITY. THE inspection and Cleanout � SHEET 2 OF 2 OWNER THEREFORE AGREES TO MAINTAIN AND MAKE ALL NECESSARY REPAIRS TO THE finished SYSTEM AT NO COST TO ALPHA SEPTIC SOLUTION,LLC. grade .- s*. - •Idam backfHl — threaded cap ALPHA SEPTIC SOLUTION, LLC. ALL CONSTRUCTION MATERIALS INSTALLED IN THIS SYSTEM SHALL CONFORM TO ALL y PO BOX 14531 TUMWATER WA 98511-4531 360-956-7242 APPLICABLE STATE AND COUNTY HEALTH DEPARTMENT REQUIREMENTS. CONTACT ALPHA SEPTIC SOLUTION,LLC., FOR FINAL INSPECTION OF THE INSTALLATION.ALL sweep 90 fitting CUSTOMER: PROPERTY SIZE: COMPONENTS,INCLUDING TANKS,LIDS,TIGHTLINE,DRAINFIELD,AND WATER LINES,MUST BE KYLE WOOD .50 OPEN FOR INSPECTION. RETURN VISITS DUE TO INACCESSIBLE COMPONENTS SHALL BE end of trench or bed TP#: 31922-13-O0120 PROJECT NUMBER: CHARGED TO THE INSTALLER. STORM WATER RUN-OFF, FOOTING DRAINS, AND ROOF DRAINS MUST BE DIVERTED AWAY SITE ADDRESS: 0 BLOOMFIELD RD FROM ANY SEPTIC SYSTEM COMPONENTS. graveless chamber end LEGAL: NO WATER LINE SHALL BE WITHIN 10 FEET OF,OR CROSS,ANY SEPTIC SYSTEM COMPONENT, UNLESS PROVISION HAS BEEN MADE.