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HomeMy WebLinkAboutSWG2025-00123 - SWG Application / Design - 4/1/2026 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: SWG2025-00123 APPLICANT Whitney Holm-SCJ Alliance Phone: 360-352-1465 Address: 8730 Tallon Ln NE OLYMPIA, WA 98516 CONTACT SCJ Alliance Phone: 3603521465 Address: 8730 Tallon Lane NE, Suite 200 Lacey, WA 98516 OWNER PORT OF SHELTON Phone: (360) 426-1151 Address: 21 W SANDERSON WAY SHELTON, WA 98584 SEPTIC DESIGNER Emily Sortevik-SJC Alliance Phone: 360-352-1465 Address: 8739 Tallon Ln NE OLYMPIA, WA 98516 SEPTIC DESIGNER Whitney Holm-SCJ Alliance Phone: 360-352-1465 Address: 8730 Tallon Ln NE OLYMPIA, WA 98516 Site Address: 130 W Corporate Rd Primary Parcel Number: 420020062000 REVISED New Commercial: 1,000 GPD MicroFAST 3.0 system (1250- gal grease interceptor tank to 3000-gal septic tank to 3000-gal Permit Description: MicroFAST 3.0 ATU to 2500-gal pump tank) with sand-lined trench drainfield: ice cream processing waste only, does not include existing restrooms Permit Submitted Date: 04/08/2025 Permit Issued Date: * 04/01/2026 Issued By: David Anderson Current Permit Fees Paid: $2,450.00 (additional fees may be required upon installation of system). Permit Expiration Date: 04/10/2028 (based on date of inspection) Permit Conditions: I 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. 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.php or call: 360-427-9670, extension 400. ( . MASO N COUNTY 415 NII 6TH STREET, SHELTON, WA 98584 SHELTON: 360-427-9670, EXT 400 BELFAIR: 360-275-4467, EXT 400 Public Health & Human Services E MA: 360-482-5269 EXT 400 FAX: 360-427-7787 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 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.php or call: 360-427-9670, extension 400. 03.25.2026 OFFICIAL USE ONLY MASON C0UN DATE RECEIVED: L77 C (A AMOUNT RECEIVED: RECEIVED BY: W (n Public Health & Human Services ® M Environmental Health 360-427-9670,ext.400 or 360-275-4467,ext.400 415 N.6th Street - Shelton,WA 98584 S W .— U O 0 Z Ch ON-SITE SEWAGE SYSTEM APPLICATION APPLICANT PHONE iTl In Whitney Holm, SCJ Alliance 360.352.1465 c MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE 8730 Tallon Lane NE, Suite 200 Lacey WA, 98516 M SITE ADDRESS-STREET,CITY,ZIP CODE 130 W Corporate Road Shelton WA I -'' NAME OF DESIGNER PHONE I N Emily Sortevik, SCJ Alliance 360.352.1465 is NAME OF INSTALLER PHONE ® I O TBD - Public Biding Required TBD Io PERMIT TYPE(select one) DRINKING WATER SOURCE �- IEIIRESIDENTIAL OSS H- COMMUNITY OSS IIIC0MMERCIAL OSS PRIVATE INDIVIDUAL WELL 191 PRIVATE TWO-PARTY WELL Z I N TYPE OF WORK(select one) PUBLIC WATER SYSTEM fl NEW CONSTRUCTION 1 UPGRADES 151 REPAIR I REPLACEMENT OTHER DETAILS(select all that apply) ❑ TABLE IX REPAIR O SUBM ITTALS O SURFACING SEWAGE ❑ EXISTING FAILURE ❑ SHORELINE I L_JDESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE WAS LOT CREATED AFTER 4/112025? ® O WAIVER(S)(IF APPLICABLE) 279.76 ac ❑ YES Q NO C7 I � I O DIRECTIONS TO SITE AND SITE CONDITIONS:(ex.locked gate) From HWY 101 turn onto W Sanderson Way, take a right onto W Corporate Road and the I site is on the southwest corner of W Corporate Road and W Development Road. I- 1 ° SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. 0 OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE(for reporting purposes) ❑VOLUNTARY ❑MA NTENANCE/PUMPING ❑BUILDING PERMIT ❑H0ME SALE ❑COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS/CONDITIONS • ° /- G t--Ac11 Q S ( ` y 1) a ka " is" rt4i; (6" c i 1 S/ "sue 6 • � j> 1�C S cap `� -tj-cc)' C,joq$ 1- jlei -w ,k/.- rl 1.1 t ti RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: IL, V=VERY G=GRAVELLY S=SAND L=LOAR1 Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINALAPPROVAL. INSPEC GNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE VOof ? 7 l/ �.AndersJon 04/0]/2026 THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISE 4/3/2025 ® EH APPROVED �.Andcrson 04/01/2026 BETTER WATER. BETTER WORLD.° 16002 West 110th street• Lenexa, KS 66219 USA■ Phone: 913-422-0707■ Fax: 913-422-0808 E-mail: onsite@biomicrobics.com ■ www.biomicrobics.com ■ 800-753-FAST (3278) February 2 2026 Emily Sortevik, PE SCI Alliance RE: Wastewater Treatment System for Mason County Ice Cream Facility Dear Emily, BioMicrobics has reviewed your design criteria for an ice cream facility in Mason County with a design flow of 1,000 GPD and wastewater sample taken after an existing grease trap resulting in 482 mg/L BOD, 59.5 mg/L TSS, and 15.7 mg/L oil and grease. The proposal to use the MicroFAST 3.0 to treat this waste stream to WA DOH Treatment Level E criteria is acceptable given the actual BOD load to the system is less than 6 lbs/day, which corresponds to a BOD concentration of 720 mg/L at 1,000 GPD design flow. Performance requirements may not be met with different design conditions than what is stated above. Other wastewater characteristics such as alkalinity and pH may impact the intended performance of the treatment system. Toxic wastewater conditions may inhibit the performance of the treatment system. Caution should be taken with respect to use or improper disposal of household and commercial chemicals, detergents, and medications. Please contact me if you have any questions. Regards, Joe Rebori Assistant Vice President Inquiries, Engineering, & Regulatory Affairs o- - 4&TER 1515 80th St. E. MANAGEMENT Tacoma, WA 98404 (253) 531-3121 LABORATORIES TORIES ><Nc. EH APPROVED Chemistry - Report of Analysis A.Andcrson04/01/2026 Lab Number! Sample Number: 089/ 09635 Date Collected: 11-20-2026 m p Project Name: Time Collected: 11:30 AM Permit#: Std& 2b 213 - Q a-3 Sample Collected: Justin Strickland Sample Matrix: Wastewater Contact Number: 360-426-0696 Sample Identification:. Location A- Inlet Date Received: 11-20-2025 Approval Signature: Time Received: 2:45 PM Date Reported: 12-01-2025 '— i Send Report & Bill to:Olympic Mountain Ice Cream Comments: Paid 22840 W 221 Bambi Farms Road Shelton WA 98584 ANALYTICAL.RESULTS ANALYTE RESULT UNITS REPORTING METHOD DATE. INITIALS LEVEL d ANALYZED Carbonaceous Biochemical Oxygen Demand 300 mg/L 3.0 52108 11-26-2025 RC Oil and Grease 246 mg/L 1.0 EPA 1664 11-24-2025 RC Total Suspended Solids 501 mg/L 1.0 2540D 11-21-2025 BS LAB COMMENTS --No exisitii�g value, pg/L:micrograms per liter or parts per billion. ANALYTE:The name of an anaiyte being tested for. _ METHOLNINITIALS:Analytical method used.I Initlals of the analyst that performed the analysis. mg/L:mllllgrams per liter or parts-per million. f NTU:Ne helometrlc turbidit units. REPORTING LEVEL:lndlcates the minimum reporting level determined by the laboratory. RESULT:The laboratory reported result. r PAINT SYMBOL TRAFFIC WHITE. 7/8"DIA PAINT(2)COATS W/ 3'-0' 7 MIL OFT PER COAT W/ _ 3'ASPHALT CONCRETE SURFACE 3'MIN.WOE STROKE WDhi AGGREGATE BASE COURSE [ ]PAINT BACKGROUND `--� 5' E E E GRANULAR BORROW 3/16° INTERNATIONAL BLUE RESERVED PAINT(2)COATS W/ _ PARKING NOTE: USE STEEL DRIVE RIVETS TO FASTEN 7 MIL DFT PER COAT PREPARED SUBGRADE (95%COMPACTION) (12'R 18•) 6r POST TO SLEEVE AND SIGNS TO POST. _i MATERIALS: C1006-1008 ALUMINUM KILNED ��3'WOE BORDER, ASPHALT PAVING NOTES of Muoraw c FINE GRADE STEEL PANT TRAFFIC WHITE. MATERIALS AND CONSTRUCT10N OF PAVEMENTS FOR PROJECT SHOULD BE IN ACCORDANCE WITH THE PANT(2)COATS W/ REQUIREMENTS AND SPECIFICATIONS OF THE WSDOT SECTION 9-03.8"HOT MIX ASPHALT(AMA)"FOR R7-801A sr R^m 3/8•DIA FINISH: ZINC PLATE W/CHROMATE SEALER. 7 MIL DFT PER COAT A 1/2—INCH MIX. THE HMA SHOULD BE PLACED IN UFTS OF AT LEAST 1-1/2 INCHES,BUT NOT VAN GREATER THAN 4 INCHES THICK. 6•) ACCESSIBLE ______GE: NOMINAL 3/16•IN A 3/8"DIA (AS NOTED ON PLANS) HOLE COMPACTION SHALL BE PER ASTM D-1557 O STEEL DRIVE RIVET STANDARDS 1. FOR PREPARATION OF PAVEMENT SUBGRADE,FILL PLACED WITHIN 8 INCHES OF FINISHED 2'-0• SUBGRADE ELEVATION IN FILL AREAS AND AT LEAST THE UPPER 6 INCHES OF SUBGRADE IN ALL AREAS TO BE PAVED SHALL BE COMPACTED TO AT LEAST 95%OF THE MATERIAL'S 2"X 2"O.D.14 GAUGE o 8"DIAMETER MAXIMUM DRY DENSITY. GALVANIZED STEEL POST W/ 2. ASPHALTIC SURFACE COURSE MIXTURES SHALL HAVE A MINIMUM MARSHALL STABILITY OF 1800 3/8'OIA PERFORATIONS 4• S,AND THE SURFACE COURSE SHOULD BE COMPACTED TO A MINIMUM OF 979 MARSHALL 5'MIN FOR RURAL DENSITY(ASTM SPECIFICATION D 1559). NIS ROADS IN URBAN AREAS I w 3. ASPHALT CONCRETE SURFACE COURSE TO BE PLACED IN TWO OR MORE EQUAL LIFTS. OR PER MUTCD CONCRETE BASE W/2.25" LIGHT DUTY ASPHALT PAVING GAUGE GAALVAr0.NIZED°SSTGEEL12 RID SLEEVE 0 2"CLEARANCE(TYP)_ 32 U y a o zU \ \\j\\j/ \\ \ / 32•MIN 36'MAX €A NON-SHRINE JWY 2.5" • WOOS#3 GROUT CONCRETE BASE W/2.25'X Z M'^a 2.25"12 GAUGE \ J N GALVANIZED S1111 SVE LEE _ W/3/8•DIA. �-\ 3:1 SAND&CEMENT PERFORATIONS z m 8"MIN GROUT I'DEPTH CONCRETE BASE, SIGN POST 10"MAX TWO#6 BARS AND SIGN PLACEMENT To 61/2° PRE-CAST CONCRETE BASE CEMENT CONCRETE WHEEL STOP SIGN,POST,AND FOUNDATION WITH SLEEVE NTS NIS NOTES J PIPE ALLOWANCES () 1. As acceptable altemalives to the rebar shown in the PRECAST BASE Q SECTION,fibers(placed according to the Standard Speciflcafions),or IL MAx�VM INsmE who mesh having a minimum area of 0.12 square inches per foot shall P ennTET41Al plµg�pt be used with the minimum required rebar shown in the ALTERNATIVE z m (1NCHF5) PRECAST BASE SECTION.Vdre mesh shall not be placed in the PRIVATE CONNECTION PER UBC PLUMBING CODES KEYNOTES TV` ^� \ knockouts. lJ 2.0 TYPE K COPPER PLOWCRCERET 13. 0 01 PLAIN CONCRETE 2. The knockout diameter shall not be ,-Cl BODY RS 2"GATE 0 2--MIPT x 110 PIPE OR APPROVED greater than 20'en). Knockouts shall N U LA)Z VALVE FlPTxFlPT 2" _ COMPRESSION POLY PIPE(200 PSI FRAME AND VANED GRATE have a wall thickness of 2"(in)minimum to 2.5"(In)maximum.Provide —,Ip 2" ADAPTER POLYETHYLENE ALL METAL PIPE 1s• a 1.5"(in)minimum gap between the knockout wall and the outside of the ¢2 I SQUARE OPERATING NUT 1 Q LL ! MTH BOX V Q g MUELLER 7r+15428 COPPER TUBING O.D.) pipe.After the pipe Ls installeq 611 the gap WIN joint mortar In armNanca Z l+l \ CPa5PA 1T with Standard SpeclBcation Section 9-04.3. LU Z o = (sro.SPED,sown.OR 2" Q METER BOX TO BE s .0.05.2010 =rn WATER METER MID STATES 3. The maximum depth from the finished grade to the lowest pipe Invert LLI O Q SENSUS OMNI C2 BOX LBCF173012B .&, SOLID WALL PVC 1s shall be S(E). F, "�1BJr' CUBIC FT.READ. LID #BCF173ORL (STD.SPEQ aECT.9-0!,,3(1)) Z z 4. The frame and grate maybe installed with the flange down.or integralN 0 o 0 o I 1 © BYPASS SHUTOFF VALVE PROFILE WALL PVC 15• cast into the adjustment section with flange up. H 44(ALSO SE-E Q 1�'rG MUELLER 2' (sir,sPEc,50Cr.aos.ut3A z NIPPLE SPECIAL NOTE 2 COPPER METER s \ veLLI = *CORRUGATED POLYETHYLENE tr) E 5. The Precast Base 6ection may ha a rounded floor,and the walls may Tn I ¢ BYPASS YOKE W/ELEVATED be sloped steeper. = STORM SEWER PIPE clarets refs eft:24 or St r. �I 6 BYPASS APPROVED METER BOXcS• Gn jB-2423-2-99000 6. The opening shall be measured at the top of the Precast Base Section. 1. a 3 DOUBLE STAINLESS STEEL OLD CASTLE OR CARSON 2•,4•,s,IT.OR 24• MINIMUM SIZE OF O SERVICE SADDLE 12" TALL MAXIMUM TRAFFIC RATED BOXES • 7. All pickup holes shall be grouted full after the basin has been placed. F— _�- *ALL OTHER FITTINGS OF 27"FlPTxFlPT ,-. FIBER LIGHT TRAFFIC PLAN VIEW TO REMAIN 2" RATED LIDS. NO d * OTHER CONFIGURATIONS MAY BE USED TO READERS. 1730 LID, orrEweAR PORSnNI HEIGHT w 0 ALL TAPS: MS BEST FIT YOUR NEEDS. HOWEVER, THEY 1730x18"BOXES. LIDS Ii 112" O.C. MINIMUM I NEED 2'DIAMETER HOLE INCREMENT(SPACED EQUALLY) LL I MUST BE APPROVED BY THE CITY PRIOR LEAVE 1 MIN. PARE TAIL TO ACCEPTANCE. II CENTERED IN A 4-I/B' IN BOX AT TOP (FORD OR A.Y.McDONALD FITTINGS /16 DEEP RECTANGULAR ADJUSTMENT SECTION DIAMETER BY 5NEY G. MAY BE SUBSTITUTED.) �I RECESS. I �`2` ov wnsNrryO� VALVE BOX SPECIAL NOTES: N I 1 SEE METER ABOVE ) 1.MINIMUM 15 FT. SEPARATION `T RF<eeu 2� •1 2'MIN. TO ADJACENT SERVICES. \E ! HEI�A F' vrsTcwE° 1 I e1 erSgt 9,t, SIGNAL 6x' 2.14 GAUGE BLUE COATED 2 3'MIN. II TONING WIRE MUST BE .0. [^ �• 3/25/26 SERVICE ! t I WRAPPED AROUND PIPE WHEN 6- DESIGNER POLY PIPE IS USED. CONNECT N.SELBERG o SADDLE AS I BYr ASS TO SADDLE OR i po a m� APPRVD BY MECHANICALLY BOND TO EX. i as`AR EAcH coRNER i sPCr5t6x DRAWN BY: �k CITY WIRE ON MAIN. BAR EACH CORNFR i IO F, N.SELBERG I I 18•(INI MIN. NAL APPROVED BY: TONING WIRE REQUIRED WITH POLY PIPE �� ' $ Q,.E:.//..Q,ka.r. ��^'^He1�^ C.BUCKLEY 0 3a cool07:52:51Mo SEE SPECIAL NOTE 2. ;r CATCH BASIN TYPE 7 DATE: 3 1 1'/z^-2"WATER SERVICE k = FEBRUARY 2026 ₹ I; WATERMAIN INSTALLATION ALLATION l3BMHOOP 1,; A3 BAR HOOP STANDARD PLAN Bd.20-03 JON NO: Cl BODY RS 2' GATE VALVE FIPTxFlPT 2' 24-000450 dFlk � NIPPLE SQUARE OPERAl7NG NUT WITH BOX • nAxic JAY HARRIS, P.E. • NEAR(TYR) SHEET 1 OF1 SHEET DRAWING FILE NO: SECTION VIEW '�"ASR �� APPROVED FOR PUBLICATION Dogmry as L nw° 24-000450 SP-02 TUTS 12/2022 erGS TUTS W-03 23 BAR EACH WAY Roark,Steve (SEE eons 1) ° _oo,owouosween - DRAWING NO: PRECAST BASE SECTION ALTERNATIVE PRECAST BASE SECTION weu s,4,,,,sac mw^.»NortA.,m,a, SP•02 o z SHEET NO: 5 OF 10 SEC. 02, T20 N., R 04 W., W.M. EH APPROVED D.Anderson 04/01/2026 / / / - ,/ /1 0 Y R \ I!i I If ,, /' A too l ... % . I R ,r: SCALE IN FEET / AJ LEGEND J '- / __a /. 1s '� \ I fr --. --, XX ---- EXISTING CONTOURS(MAJOR/MINOR) o / ? '�7 I XX PROPOSED CONTOURS(MAJOR/MINOR) 1 XXX.XX SPOT ELEVATION 1 u It-: `.. i —ME:XXX,XX MATCH EXISTING ELEVATION / ED SLOPE LABEL / I // \\\ / / / i Oh / /// / . / ' , 11 / /1/ /' / / I /FY / ', D•" �' GRADING NOTES: N J _ 1 ( ,••/ ;( 1. CONTRACTOR SHALL ENSURE THERE IS POSITIVE DRAINAGE AWAY FROM BUILDING _. -- i . ,ik �.�/ f `� .1 / r?-+ AT ALL TIMES. `?' r � f l l l 2. EXISTING CONTOURS ARE BASED ON TOPOGRAPHIC SURVEY BY MTN2COAST J '`--�^i"t 1„ j .l ,� DAIID 5/19/2025 > 3. SPOT ELEVATIONS REPRESENT FINISHED GRADE AT TOP OF PAVEMENT UNLESS ti.•• - t • i 1" 'k� '�f rJ ;:l :I OTHERWISE NOTED. fp \1 ,I/ 'I 4. ALL LANDSCAPE AREAS SHALL BE STABILIZED. \ =./ \\\Yfd ..Y/ I p ! / I :` ( � / GENERAL STORMWATER NOTES: /,fi \ :I 1. CONTRACTOR SHALL FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT ¢ Z `/ \\\ r I n NECESSARY TO COMPLETE THIS WORK. I / \ t 'f 2. PLAN LOCATIONS OF OTHER UTILITIES ARE DIAGRAMMATIC ONLY.CONTRACTOR m /' k'� CATCH TO VERIFY FOR THESE SYSTEMS.VERIFY AND COORDINATE LOCATIONS WITH Q NEW FACIUTY INSTALLATIONS IF NOT WHERE SHOWN ON EXISTING PLANS. Z ULu0 ME:202.72 `ly /_ 03.5 E:9 3 35 3. CONTRACTOR SHALL RECORD ANY FIELD DENATION FROM ENGINEERING PLAN. LL CT)i O2 91 6, 82 57 MF28265 `t / / BASIN TYPE 1 / ;•�l 0 \ \ I 2BP 84 / 1, RIM 282.20 , THESE RECORDS SHALL BE KEPT ON CONSTRUC110N DRAWINGS AND TURNED ~'\ �\\ � - ME 28286 1�'IE OUT:279.20(12'S) /, OVER TO ENGINEER UPON COMPLETION OF PROJECT. Q Q 0 _ - \ , ME 282.88, 2'T 1T',IE IN:279.87(4'NW) :/ .f 4. THE CONTRACTOR SHALL VERIFY DIA,LENGTH,CONDITION,PIPE TYPE,SLOPE Z U :.� � - �- \ ` ,parr ,.\\ I t r J , AND VERRCAL AND HORIZONTAL ALGNMENT OF THE EXISTING ALIGNMENT OF Q Z z ',�\ f v` J l THE PROPOSED POINT OF CONNECTION PRIOR TO CONNECTION AND REPORT O m 0 Maniwie.trams.ana must O `� \ •\`\ ..„�d�,._ ME:282821 , , ANY DISCREPANgES TO ENGINEER PRIOR TO CONSTRUCTON. �. \_�\\\ , -28252 0 . t ME 28283 \` 1•OVA ; ( , - 5. ALL EXISTING PIPES AND STRUCTURES TO REMAIN SHALL BE INSPECTED PRIOR p W �, •' ��\: \, \`\ a„` - S : I z �.• TO START OF CONSTRUCTION.NOTIFY ENGINEER OF ANY DAMAGE CONTRACTOR 2 D. ME 28264 - SHALL FACTOR ALL EXISTING AND PROPOSED STORM STRUCTURES AND PIPES '72 I 'S r ME282.73„� �siopeatdnmt \ ,,. \ \ • ® ,.E,.._,,----" - I I I z ON51TE PRIOR TO THE COMPLETION OF THE PROJECT. CJ LL-- ME 282.60 �� 77 ` r. rinartaarc 6. STORMWATER TREATMENT AND RETENTION FACILITY SHALL NOT BE ACTIVATED .. -�� ., '\ � 6� .r .f ,� �, I ! ! `� - �� UNTIL AFTER ALL CIVIL CONSTRUCTION INCLUDING PAYING IS COMPLETED. F LL' _ _ :O Q6^ r , - � CONTRACTOR SHALL MANAGE ON—SITE STORMWAIER FLOWS DURING w O I•JoL` CERTTRUCTDN. o LL \I N 70904518,E98Y368.78 7. CERTIFICATION FROM PROPRIETARY STORM WATER TREATMENT AND ara•wrwaanedd„erma, /0324. INFILTRATION THIS /4 FT DIA DETENTION/RETENTION SYSTEMS SHALL BE PROVIDED TO ENGINEER AT TIME OF SEE DETAIL. SHEET 0 CONSTRUCTION. N z \�\ `•RIM:282.85 l� EY G. B. ADA STALLS AND ACCESS AISLE SHALL MEET ADA REQUIREMENTS.ADA STALLS of w"sMr O �\� `\ I IE IN278.791(12'N) I I ." SHALL NOT EXCEED 2%IN ANY DIRECTION. 48 ID ItYP) REcrsi ExE� 2 1'1I''ITT l r, / Precastd,ab base +i F�20. m. sS1ONAL /�. / 3/25/26 DESIGNER: \ �\ ^ I fl I N.SELBERG :T--N. /:-N. \\� •I( ( DRAWN BY: � `\. \ \ I •T'b�' ,mil N.SELBERG E¢ \\� �"`� ~ '/ / i• / Notes: APPROVED BY' fob)be base of aspha0wMausned\ '� I � ' : � 1.Ba hNl above filter fabr DATE: ---- / / sarfadng base coarse. O₹ • ' • ,f )I; qj / 2.Size and spa409 of drywells detemuned by drainage analysis. NOT TO SCALE FEBRUARY 2026 JOB NO: iz 280a-__• _' a\ 1 6.'" .1 24-000450 / / DRAWING FILE NO: � _ -_ . _-._ p 24-000450 GG-01 � ". \ / Typical Infiltration Drywell DRAWING NO: o - - •I DEPARTMENT Type 2 CG-01 ECOLOGY SHEET NO: State ofWasninglon ReNsedJane2018 6 OF 10 N;R 04 W., W.M. o� SEC 02, T20 �D Mdcrson D4/DTRD6 W ar:..., o; I \j' :i:......_ i ���. / LEGEND / \ , i w\ __ .`-- T_- t //. ; 6'GRAVITY SEWER SDR PVC -. CLEANOUT / 3 -w ! —0 TRANT PIPE 2,500 GAL PUMP TANK — MANIFOLD PIPE / �O AL SEPTIC TANK r l / ____I RESERVE DRAINFIELD I / SOIL LOG ;r 0 / 20 40 / - t- .-�``,--�55 %-< �y`` \ p• 1 f / SCALE IN FEET 1 '` �" ? , _ �f � �'T" W i 'A�• SEPTIC DESIGN DATA: / fe ATYPIR/ / --> - _- • ,,__ 7/ 7 NONRESIDENTIAL FACILITIES. IT IS THE OWNERS USERSPNSIBIAEARENOT - i ;;,_' �o� r / :CS�r .\'•., a \ ICE CREAM MANUFACTURING FACILITY- OPEN FOR 8 HOURS, 5 DAY A WEEK. Q /,.;;" r` r / _ *NOTE ALL WASTEWATER PRODUCE FROM RESTROOMS WILL BE MANAGED BY THE EXISTING SEPTIC SYSTEM ON flSI */ \ _I ICE CREAM PROCESS OUTFLOW= 377.1 GALLONS/DAY �� '� , DESIGN FLOW= 1,000 GALLONS/DAY � \ /; •.° ,^� SEP11C TANK SIZING: U =o /f � 3 X DESIGN FLOW= 3000 GALLONS jv �0 USE: ONE 3,000 GALLON DOUBLE COMPARTMENT TANKS z 5 w m f/).2021 •; �/ / J / / l g m O _ FFE:284 '�.44 of y -. 0 l; PUMP CHAMBER SIZING DESIGN FLOW J �-' \ t I %I 4 ;'I/ USE: 2,500 GALLON PUMP TANK - / ///,, SITE CONTRACTOR TO BRING SEWER LINE WITHIN 5'OF '-I I r (� 7 BUILDING.SITE CONTRACTOR TO COORDINATE WITH MEP 0/ SAND LINE BED APPLICATION RATE: m a \p\\ % Q f'/r CONTRACTOR TO CONNECT SEWER AT AN ELEVATION TO ;'7 r r'II 1"�3I USING TYPE 1 SOILS APPLICATION RATE USED: 1.0 ;Z z$ \ /1 MAINTAIN MINIMUM SLOPE OF 2%FROM BUILDING TO TANK -,..jQ,/ J; ;` /, GAL/SF/DAY U L) g a ' r • I ( it 'INV:279.24 1 / TREATMENT LEVEL• B P INN 279.44 ' /....:' ---- =, 17 IF 0F6 SDR 35 GRAVITY SEWER GREASE INTERCEPTOR(1,250 GAL) ! I l; 1 ;•�.---' DRAINFIELD AREA: SLOPED®.16 PER FOOT MIN. /PER DETAIL ON SHEET SS-04 : I : J ! 1.000 GAL/DAY= 1,000 SQ. FT. ,�. ., : F'+-„'; . .! INN: 279.18, I rl; ° �:�: SEPTIC TANK(3,000 GAL) I .yJ i;( 1.0 _ r 7 :.- = PER DETAIL ON SHEET SS-03 r „`�� -yp, \ / INN:27916 :I�' '3!J ti \\ ' /'INV: 279.10 I s /! USING 3 FT WDE SAND LNED TRENCH CJ—J z `" 7 / ! fi // 1 000 SF= 334 IF OF TRENCH L� / n 32 10 OF 6'SDR 35 GRASSY °;3 ' / 3 FT 0 P .. / / \SEWER SLOPED 0 1/8'PER FOOT � / DOSE: w Z \ ,MIN ,I; :•fl/"._...1 J' \ r I i a'l =USE TEN 33.5 FOOT LONG TRENCHES PUMP RUNS AT APPROX. 15.6 GAL/MINUTE 5 o DISTRIBUTION VALVE ASSEMBLY MODEL�V6605 , / / \ 'I' / L1J U w Z PIT I \ " / / 1 /' I r ° 3 / DOSE: 125 GAL*2/15.6 GAL/MIN = 16 MIN. } \ \ \ INV:260.66 A?PROX.105 LF OF 1.5'SCHEDULE 1 /I 'Il 8 TIMES PER DAY DOSED C7 ? —z1 TO DOSE THE DRAIN FIELD SET THE PUMP TO z _ 40 PVC TRAN�ORT UNE 1 U Q W �!{ ro ���� 1 � / l RUN 8 11MES/DAY. F 2i o�� 1 / 1 I ! 1,000 GAL/DAY= 125 GALLONS PER DOSE Z S z 1 / h 8 PER DAY 11MER SHALL BE SET FOR 16 MIN. ON AND w O o \ \ o \\ \ /7" ��` 1 1 ry;.1. 4: ,' !' I 7 HRS. 13.8 MINS. "OFF" W J Lu ' PRIMARY DRAINFIELD \ riNv:27736 1 11 3 I NOTES X TEN 33.5-FOOT LONG,LATERALS �: \ PIT 2 • z � 1. ALL CONSTRUC110N TO MEET CURRENT MASON COUNTY HEALTH DEPARTMENT REGULATIONS. 0 o O ' 1.5'SCHEDULE 40 PVC MANIFOLD "-.\ \ Q \ ��\ SEPTIC SOIL TEST PIT DATA 2. DO NOT DRIVE,PARK,PAVE OVER, OR REMOVE SOILS FROM DRAINFIELD AREAS. F H NV:2nza` o \O .i 1 3. CUTS(EXCAVATIONS)OF LESS THAN 5'IN HEIGHT SHALL NOT BE MADE WITHIN 15'PLUS THE HEIGHT OF w O TREATMENT TANK(3,000 GAL) 1 ,�. CUT DOWNSLOPE OF DRAINFIELD AREAS. CUTS OF 5'OR MORE IN HEIGHT SHALL NOT BE MADE WITHIN 50' 11 PER DETAIL ON SHEET SS-04 \ / I SOIL PIT 1 0"-11" TOPSOIL DOWNSLOPE OF DRAINFIELD AREAS. LL INV:277.14 DOSE TANK(2,500 GAL.) '•� 11"-25" TOPSOIL WITH LOAMY SAND LATERAL UPTURN/CLEANOUT(TYP.) 7—'•, 4. ARCHITECT/MEP SHALL INSTALL AN OIL SEPARATOR INSIDE THE BUILDING ENVELOPE. PER DETAIL ON SHEET SS-03 25"-60" LOAMY MEDIUM SAND 'AF Y G, \ \ oRri5ELL SEE DETAIL ON SHEET CG-o1 / 'J I NO RESTRICTIVE LAYER OR WATER ENCOUNTERED 5. INSTALLER SHALL TEST TANKS TO ENSURE THEY ARE WATER RGHT AFTER INSTALLATION AND PRIOR TO OF 1�of wash ho! �\ �\ SOIL TYPE 3 THE SYSTEM FOR USE. TANKS SHALL BE TESTED BY FILLING WITH WATER TO THE BOTTOM OF THE PIPE g \ \ ;\ \ / INVERTS AND ALLOWING THEM TO SIT FOR 24 HOURS. THEN REFILL THE TANKS, ALLOW THEM TO SIT FOR AN \ �\. ! ° / SOIL PIT 2 0"-6" TOPSOIL ADDITIONAL 24 HOURS AND RE—CHECK LIQUID LEVELS TO VERIFY THEY HAVE NOT DROPPED. RESERVE DRAINFIELD AREA\ \ \ \ \ \ r' I 6"-24" TOPSOIL WITH LOAMY SAND P • o m � / �;/ 6. TREATMENT TANK SHALL BE INSTALLED BY A CERTIFIED RIO MICROFAST INSTALLER. 1HE SYSTEM SHALL HAVE o �, \ \� ! 1 24"-60" GRAVELY COARSE SANDS A TRAFFIC RATED LID AND ALL VENTING SHALL BE BELOW FINISHED GRADE. = \..- ( / NO RESTRICTIVE LAYER OR WATER ENCOUNTERED sl ECG \ \ \ \ \ / l SOIL TYPE 1 ANAL 3/25/26 / RI 1 SOIL PIT 3 0"-8" TOPSOIL 1/ DESIGNER: q PIT a \ \ \ \ \ ! / 8"-29" TOPSOIL WITH LOAMY SAND e.MARTIN¢ \ \ 'S.-=--Z . \ / DRAY//INN': \ 29"-60" GRAVELY COARSE SANDS PIT 3'•, • ,/ M.LOPEZ NO RESTRICTIVE LAYER OR WATER ENCOUNTERED t \ ) SOIL TYPE 1 \ \ ( /1/ APPRE.SORTEVIK _ RESERVE DRAINFIELD AREA �� -I 11 SOIL PIT 4 0"-10" TOPSOIL A FO\EXISTING SEPTIC, \ I !/ 1O"-39" TOPSOIL YJITH LOAMY SAND GENERAL NOTE: DATE. I 39"-60" GRAVELY COARSE SANDS FEBRuaRYzozs NO NO RESTRICTIVE LAYER OR WATER ENCOUNTERED JDB 2a-0Bo40D II SOIL TYPE 1 1. RESERVE DRAINFIELD AREAS SHALL REMAIN IN THEIR EXISTING CONDITION. THESE AREAS SHALL BE \ DRAWING FILE NO- : FROM CLEARING GRUBBING RUBBI OR ANY CONSTRUCTION ACTIVITIES TO PRESERVE THEM FOR z 0045065-01 I / / PROTECTED . _..-..: ...................._.__.. r �; NOTE: SOIL LOG LOCATIONS ARE APPROXIMATE. CONTRACTOR SHALL NOT USE FUTURE USE DRAWING NO: THE LOCATIONS OF THE PITS AS HORIZONTAL CONTROL WHEN PLACING THE 2. CONTROL PANEL AND ALARM TO BE AUDIBLE AND VISIBLE, AND SHALL BE INSTALLED ON THE SS-01 DRAINFIELD. BUILDINGS EXTERIOR. SEE MEP PLANS FOR EXACT LOCATION, OHEErNO: 7 OF 10 3 GENERAL NOTES EH APPROVED 1. THE CONTRACTOR SHALL BE CERTIFIED AND APPROVED BY THE COUNTY TO INSTALL SEPTIC SYSTEMS. D.Anderson 04/01/20261 2. A PRE-CONSTRUCTION CONFERENCE BALL BE REQUIRED NTH THE DESIGN ENGINEER AND THE CONTRACTOR PRIOR TO ANY GRAINFIELD CONSTRUCTION. AL 3. ALL SYSTEMS CONTAINING PRESSURIZED SYSTEMS SHALL BE TESTED IN THE PRESENCE OF A REPRESENTATIVE FROM SCJ ALLIANCE. 6 INSPECTION PORT FLUSH WITH GROUND SURFACE 4. ALL REQUIRED TESTS SHALL BE SUCCESSFULLY RUN PRIOR TO CALLNG SCJ AWANCE.FOR FINAL INSPECTION.ALL TRENCH.1'PVC PIPE W/THREADED CAP. COMPONENTS,INCLUDING ALL TANK ACCESS LIDS MUST BE ACCESSIBLE FOR INSPECTION.CONTRACTOR SHALL BE RESPONSIBLE FOR COST OF RETURN INSPECTIONS DUE TO FAILED TESTS OR INACCESSIBLE COMPONENTS. 5. SCJ ALLIANCE.HAS DESIGNED THIS SYSTEM IN ACCORDANCE NTH ALL CURRENT STATE AND COUNTY HEALTH DEPARTMENT REQUIREMENTS AND ASSUMES NO RESPONSIBILITY FOR ITS USE OR LONGEVITY.THE OWNER THEREFORE AGREES TO MAINTAIN AND MAKE ALL NECESSARY REPAIRS TO THE SYSTEM AT NO COST TO SCJ ALLIANCE. 6. IT SHALL BE THE INSTALLER'S RESPONSIBILITY TO HAVE A COPY OF THIS DESIGN ON SITE AT ALL TIMES DURING DRAINFILED MONITORING/CLEANOUT PORT, CONSTRUCTION. SEE DETAIL ON THIS SHEET 1.5.0 SCH 40 PVC LATERALS NTH 3/16° 7. ANY VARIATIONS TO THIS DESIGN SHALL FIRSTROLE BE APPROVED ALLIANCE.BY SALLIANCE.CONSULTING ENGINEERS AND THE INFILTRATOR QUICK-4 STANDARD CHAMBER(OW.) ORIFICES ORIENTED UP ON 2'C.C.SPACING COUNTY HEALTH DEPARTMENT,BEFORE PROCEEDING. *OF / B. IT SHALL BE THE OWNERS AND/OR INSTALLER'S RESPONSIBILITY TO NOTIFY SCJ ALLIANCE CONSULTING ENGINEERS / CAPS(TIP) THREADED END AND COUNTY HEALTH DEPARTMENT FOR THE REQUIRED INSPECTIONS. 1.5.0 SCH 40 PVC LATERALS NTH 3/16.ORIFICES ORIENTED 6'PVC LATERAL UPTURN/CLEANOUT 9. OWNER/INSTALLER SHALL NOT REMOVE ANY TOP SOIL WHILE CLEARING TREES AND STUMPS IN DRAINFIELD AREAUP ON 2'C.C.SPACING 6'PIT BOX TO FINISHED GRADE 1'PVC THREAD CAP REMOVAL OF TOP SOIL COULD RENDER SITE UNUSABLE PERMEABLE COVER 10. OWNER SHALL BE AWARE OF THE POSSIBILITY OF FLOATING TANKS OUT OF THE GROUND SHOULD THE SEPTIC 1R-p�Tp QIiII ± TANK(S)BE PUMPED EMPTY DURING SEASONAL HIGH WATER TABLE CONDITIONS. SF�PN� 11. ALL CONSTRUCTION MATERIALS AND INSTALLATION OF THESE DESIGNED SEPTIC SYSTEMS SHALL CONFORM TO ALL LATERAL APPLICABLE STATE AND COUNTY HEALTH DEPARTMENT REQUIREMENTS. 45'BEND FL CUT HOLE IN PORT a 12. CONTRACTOR SHALL MAINTAIN A TEN(10)FOOT MINIMUM HORIZONTAL SEPARATION BETWEEN ANY WATERMAINS AND B FOR LATERAL O ALL SEPTIC SYSTEM COMPONENTS UNLESS OTHERWISE SPECIFIED. TRENCH 4'• //// / • W /1.50 SCH 1.5.0 SCH 40 PVC s 13. THE CONTRACTOR SHALL FIELD VERIFY ALL CONTOURS,STUB OUT ELEVATIONS,AND TRENCH DEPTHS IN DRAINFIELD LATERAL 3'TRENCH / 40 PVC TRANSPORT LINE 0� „d o AREAS PRIOR TO CONSTRUCTION. MAX 1•W. DRILL LEN Y'01A HOLES AROUND MANIFOLD Z 5 SI w A CIRCUMFERENCE OF BOTTOM OF 2'PORT �S• DISTRIBUTION VALVE 14. EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE ASSEMBLY MODEL 6605 o T,93 ENGINEER.ACCURACY AND COMPLETENESS ARE NOT GUARANTEED.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY A` lB TO LOCATE OR HAVE LOCATED ALL UNDERGROUND UTUTIES PRIOR TO BEGINNING CONSTRUCTION. `d •LL C4 X p 150 a ,,Zrn SEPTIC CHAMBER AND LATERAL LINE DETAIL DRAINFIELD MONITORING/CLEANOUT PORT DRAINFIELD NETWORK Z Z NTS NTS NTS O U a N o MONITORINC PORT WITHIN 10'OF BEGINNING J J OF TRENCH.4-PVC PIPE W/THREADED CAP. WSDOT APPROVED WOVEN GEOTEXTILE ¢ U DRILL 20(MIN))y'DIAL HOLES IN BOTTOM 4' I— FOR SEPARATION PIPE 111 6'MIN.-24.LOAMY SOIL BACKFILL 0 (7 +++'++ _ EXISTING GRADE CI) D )a1 W U wo D Do INFILTRATOR WATER TECHNOLOGIES I T w z INFILTRATOR WATER TECHNOLOGIES -- -I I I l I co- (I) QUICK4 PLUS STANDARD CHAMBER QUICK4 PLUS STANDARD CHAMBERCU v) PRODUCT SPECIFICATIONS TYPICAL TRENCH DETAIL _ SECTION VIEW III—III—III—I III—I ; P J W (NOT TO SCALE) C) 0 o O TOP VIEW (NOT TO SCALE) 30 MIL PVC N _IIIIIIIIII SINGLE-PLY —III 30 mil PVC must _ U) CONSTRUCTION NTH extend from above the w INSPECTION PORT IIIIIIIII u ( ) d 2"diam. PVC POLYMER gPLE u below the sand inches I- - LL. SOIL TYPE I I-III-III-III POLYMER I-I RE _0_0._0_0_0 0_ o intertace DA GI ¢ F- g _ _ - - QUICK4 PLUS ALL-IN-ONE 12 END CAP IIIIIIIIII III-I TOPSOIL �-III-III-III I=1 I II D—D—D—D—D—D—D D— NATIVE BACKFILL -III-III-III-I III-I 10 OR LESS -III d I I-1 I I I-III NEY G. INSPECTION PORT 4"diam. 6"COVER min. 4"pvc —III—III—III— —_ e 3 53" PRESSURIZED PIPE DRILL 12"COVER H-10 -':- :'.':.:'. POINTS LOCATIONS ALIT^ a o m + SIDE VIEW END VIEW (2 PLACES) III—III—III—III—III—III—III—Io ` m TRENCH ELEV. _I—III—III—III—III—III—III—III TEwE° 48" 18" PER DESIGN 12" �� VIAL (EFFECTIVE LENGTH) A n 8"INVERT -I I I—I I—III—III—III—III—III—I 3/25/26 g = _ — a I—III—III—III—III—III—III—III DESIGNEE: (CHAMBER SECTION) (END CAP VI NOTE BOTTOM OF TRENCH TO BE CONSTRUCTED LEVEL 12" 13" EVVI E MARTINEZ SPACING PER CODE (36"WIDE TRENCH) DRAWN BY: NOTE:PER DOH SAND SYSTEMS DEPARTMENT STANDARDS AND GUIDANCE,THE 30 MIL PVC MUST M.LOPEZ 34" EXTEND FROM ABOVE THE GRAVEL BED TO SIX(6)INCHES BELOW THE GRAVEL/SAND INTERFACE APPROVED BY: r �34 I I L5 INVERT E.SORTEVIK DATE TRENCH DETAIL-CROSS SECTION FURRUARY2026 a INFILTRATOR NOTES: INFILTRATOR' NTS JOB NO: n H N --'-U-'-s.. 24-000450 INFILTRATOR WATER TECHOLOGIES yNwm OmIE INFILTRATOR WATER TECHNOLOGIES DRAWING FILE NO: ES,,'LENGTH NUMBER OF TRENCH AND INSTALLATION DEPTH BY DESIGN. era<=s aa,i,,,P.,keao' ;s se20.00045000-02 DUICK4 PLUS STANDARD CHAMBER QUICK4 PLUS STANDARD CHAMBER DRAWING N0: PRODUCT SPECIFICATIONS 'SEE INSTALLATION INSTRUCTIONS TYPI SECTION VIEWAl.TRENCH �AL SS-02 Dam EF EMS O'0/05120/2015 pam,ba CAN.I 10.12 avounsns SHEET NO: z Smb.,mrorwic Gxaaq-DFH Ie. 1011 •.._Uelm q: '= 1011 8 DV 10 RISER OVER EH APPROVED RISER O ING COVER RISER W/TRAFFIC RISER COVER RATED LOCKING COVER Pum Selection fora Pressurized System"commerical Pro ea RATED LOCKING COVER RATED LOCKING COVER RATED LOCKING COVER WATER 11HT ELECTRICAL PVC UNION/ Port of Shelton Manufacturing Facility I c-D.Anderson 04/01/2026 RISER TO FINISHED SPLICE BOX W/CORD GRIPS GRADE WATER TIGHT SEAL AT MICRDFAST UNIT CHECK VALVE GRADE TO SLOPE RISER/TANK CONNECTION PER SS-01 AND N ELECTRICAL CONDUIT TO Peametsrs 11 EX.GRADE AWAY FROM RISER 55-04 POWER SOURCE FINISHED GRADE EX GRADE o.:m.�caA.,ewv son 110 ! REMOVABLE PLUG „°,,,,Ln,s,B�„"uaN, , ,R, // //////////// ineupoa Prya Gav � 00 6'MIN. FINISHED GRADE innapwl uaa sea n ., 36'MAX. BAFFlE TO DRNNFlELD FILTER LIFT p TrempxtLmgNMerVaN" laal HANDLE +..•°•.:::y I I Tnn,pm Pipe w,. 90 FROM SEWAGE SOURCE— I +'r`.PVC FLOAT— b ' Mnsasa .me. I I +OPTIONAL M THREADED PLUG m°wL�A a ba I 480 GAL'±EMERGENCY TREE FOR REMOVABLE CAP IN CLEAN OUT Pqa cm,. 0 1 j j STORAGE(INCLUDING FLOOD DISCHARGE PIPE 'in CAP.OF SEPTIC TANK) SEALED oi° `Lv�Pn ICI LL MECHANICAL ,9 v 1 ! FLOAT(TYP.) REMOVABLE CAP .°a "' a so PUMP'ALARM pd BIOTUBE 6"-� FINISHED GRADE ,,;;'eB FFLUENT FILTER GM N ,kla, 0 -t E��1E- o I 'Fr�db,l°sue last -,- x f%TFORA _2" to lft calculations i I I I . ' .. r— ra a,,..,,s wBma P®o,am B.sT �n Z REDUNDANT'OFF° i ......_ ...... __...... 24' PUM; m Barew,Pn�ma axT mm 30 3'CONCRETE BLOCKS w I I I E I T.�a�a.,va m earawai.a 20 i ! ! E Q AAn1. as ;rictiona I I I SEPTIC TANK#1 DETAIL PUMP CHAMBER DETAIL 3'MI. 6"RGHTIJNE F ric Fl Head Losses t0 E I l E 1 I l I 3,000 GAL TANK=5236 GALLONS PER INCH(APPROX) 2,500 GAL TANK=52.36 GALLONS PER INCH(APPROX.) """"°"°°°"°° se I( ft] H ! l f (NOT TO SCALE) (NOT TO SCALE) I Q L w m Wx v^ 0 5 10 1s 20 25 35 40 "'�w1a �'^° Net Discharge(gpnl) p Losaheann°e W F ,nLmnh � UT"WYE WITH `m.erF�a,A„≥g B.0 ma, P°my0ata Legend a, THREADED PLUG SEPTIC AND PUMP TANK NOTE Pippyp,pgps o Ex�N sy — Z U 3 A ME PUMP TANK ACCESS AND SEPTIC TANK PILED AND OUT MANHOLES SHALL BE EALPPED 1010 RISERS NIH[00000 DDS AT FINISHED 0201)1 RISERS SNAIL BE GROUT-SEALED TO TANKS 5,5,�LaaannwN B. On h „,v 1e °^�— Q 018 ve Tn�n e FOR WATER TTLTNESS.ALL UNUSED PORTS AND/OR LIDS,AND THE INLET AND OUTLET PIPES SHALL 0159 BE GROUT—SPADE INTO TANKS FOR WATER RIGHTNESS. �' " °p°°^�'s �— J da a.x��m,a 3, wh 14 005 OSnOnOPOOS " — 2 'u,a r�w�gwra THIS SO5TEM IS DESGNED FOR WASTEWATER STRENGTHS AND CHARACTERISTCS TOPICAL OF RESDENIIAL WASTEWATER IT IS THE OWNER'S/USTR'S RESPONSBIUTY TO INSURE THAT THESE OMITS BS °°3° °, '' D ARE NOT EXCEEDED. wmrelnann N w m 4 mal 7 o w GRAVITY CLEANOUT DETAIL Orenco N u z NTS o BERG _ Berg Vault Company VAULT Mt P.O.Box1205 ,��T�� Vernon,WA 98273 N COMPANY 1 (360)424-4999 J J www.bergvault.com Q UQ 151" NOTES: w LL- ,.T II orNeBs e°mrx xsrBcclvwa umnnnoxs (ff—/) D 03 0 ax e A mea xArvonas,emn A sxTpNs2e p nxa M U w o Bit ti I, F._, ,o.TArvKSABe° rnTomE Q Q F- w C z 140 II I 86" o 9E Y " :, Knockouts N La O �'� `°' PLAN VIEW B�-J-I- (3)24"Covers (TYPO ,.: .. •._ O PLAN VIEW VIEW ��Sririri 5�m. o 0 BOTTOM 0 e.5 TonsLiE1 T•_0^ ^„ pr *. '.' 4'INLEr `°• a \ °•O— l,V p1EY G,y SPece s• 91 F o \ T•_p 7 0 Dio.Hole j I :i 73" TONAL `\\,,,,, �C _ 3 CAPACnYIGAL) CAPACITY IGAL) r 5'-9 OPEDATIONAL 2°24 OPEfUTIONAL 1BIB EkH Iple, Liquid r� TOTAL(FL000) 2Boa rorAL lFlnoG) (; DESIGNER: Level N MARTINEZ NOTES: 1. CONCRETE:5,000 PSI MINIMUM STRENGTH @ 28 DAYS. P 4 I DRAW BY: 2. STEEL REINFORCING-ASTM A•615 GRADE 60. .�` om... '�'' M.LOPEZ ra 3. COVER TO STEEL-1'MINIMUM 6 B m optional a'—s" s APPROVED BY: CAQSSSECIION E.SORTEVIK S e' SECTION A-A SECTION B-B °. :<< 4. TANKS ARE DESIGNED TO MEET ASTM C858 AND ACI318 WITH AASHTO HS-20 LOADING. DATE: 5. EARTH COVER-0105 FEET MAX. 3000 Gallon Pre-Cast Concrete FEBRUARY 2026 6. CONSTRUCTION JOIN-SEALED WITH V DIA.BUTYL RUBBER OR EQUIVALENT. Two Compartment Septic Tank JOB NO: ,awe� a®� r �. 7. REQUIRING TWO RISERS AND TRAFFIC RATED LIDS HS20-04 Rated Traffic Tank z4 000nso , ,n„ DRAWING FILE NO: ;�w=o8,�m.m°"Y,'mea�ao Dm+maM:noel Dale:Dee-,s scale:SOS meaet 3000 ST 24-0OD4505S-02 "-q 2,500 GALLON PUMP CHAMBER(DOSE TANK) M.a 3,000 GALLON SEPTIC TANK DRAWING NO:SS-03 h i NTS NTS SHEET NO: g OF 10 SINGLE COMP.TRASH TANK (500-3000 gal.) EH APPROVED 19604 67TH AVE NE ARLINGTON,WA 98223 TE.Anderson 04/01/2026 (360)435-5531 WWW.CUZCONCRETE.COM SPECIFICATIONS _________L 1. GREASE INTERCEPTOR: 1,250 GAL, CONCRETE, TWO COMPARTMENT, AND WASHINGTON STATE HEALTH DEPARTMENT APPROVED, W' STRUCTURALLY SOUND WATER TIGHT RISERS. 16^T'I'P 2. TREATMENT TANK: 3,000 GAL, CONCRETE, SINGLE COMPARTMENT, AND WASHINGTON STATE HEALTH DEPARTMENT APPROVED, W/STRUCTURALLY SOUND WATER TIGHT RISERS. MICROFAST UNIT IS PRECEDED BY A SETTLING N , SIZED T., ENSURE 1 DAY RETENTION NIT, O 3. SEPTIC TANK: 3,000 GAL., CONCRETE, TWO COMPARTMENT, AND WASHINGTON STATE HEALTH DEPARTMENT APPROVED, W/STRUCTURALLY SOUND WATER TIGHT RISERS. 4. 4. DOSE TANK: 2,500 GAL., CONCRETE, TWO COMPARTMENT, AND WASHINGTON STATE HEALTH DEPARTMENT APPROVED, W/STRUCTURALLY SOUND WATER TIGHT RISERS. 5. ORENCO BIOTUBE PROPAK MODEL#BPP-30—TDD, OR APPROVED EQUAL. EXTERNAL SPLICE BOX MODEL#SBX—S(EXPLOSION PROOF SIMPLEX PUMP) PUMP VAULT MODEL#PVU-57-1819 TOP VIEW FLOAT ASSEMBLY MODEL #MF3P-27V HOSE AND VALVE MODEL#HV125BCX GENERAL NOTES: ALL LIDS TO BE H2O TRAFFIC RATED • ALL DIMENSIONS IN INCHES z0 PUMP MODEL#PF30O511 IF H2O TRAFFIC LID IS INSTALLED HEIGHT rn (H)IS RAISED LIN CONTROL PANEL MODEL#MVP—SIDM—HTSA CONCRETE 2s DAY COMPRESSIVE 8"OR 12—LI 4"OUTLET GATE VALVE MODEL #VG1500S STRENGTH FE:4000PGi • REBAR R4 ATH A-615 GRADE 60 4"INLET 4n VALVE FOR GATE VALVE MODEL #RR2426 DL 36th EARTH COVER VALVE BOX LID MODEL #FLD24G12 • LL: 25 SNOW I SOILS: 20oOPDI - 6. DOSE TANK PUMP: ORENCO SYSTEMS, (30 GPM, 1/2 HP, 115/230 VOLT, I PHASE) OR EQUIVALENT. WATER PRESSURE:62.4PEF • FLE)USLE PIPE ADAPTER PRESS SEAL 4M 7. TIGHTLINE: 6" PVC, ASTM 63034 SDR 35. • JOINT OINTI-STEEL MATERIAL MEETS FEDERAL SPECS. Z SS-S-0021 ��JJ • RISERS AS REQUIRED Q7 Iii OF 0 z L W H 1 0 Weight(Ib)Gal./in I x o u� a� 500 gal. 64 54 65 54 51 5,800 11.16 Z U 3,L 750 gal. 73 64 65 54 51 6,800 15.82 u d 0 1000 gal. 99 64 65 54 51 8,800 22.07 J 1250 gal. 98 65 76 65 62 9,350 22.14 pla 1 l7 "LL z 1500 gal. 114 72 76 70 67 12,050 28 , 'A J Z a F I2 v 1750 gal. 114 72 82 70 67 12,300 27.32 FRONT SECTIONAL VIEW �a� BERG 3000 gal. 151 86 87 76 73 22,100 45.18 m Berg Vault Company 7 o z m VAULT Mt Vernon,WA98273 3,000 GALLON TREATMENT TANK U 0 s www.bergvaultcom COMPANY (360)424-4999 NIS r Vn J COMPANY � 99 024'MIN 06"MIN .2"MIN [5.1cm MIN] [61.Ocm MIN] [7.6cm MIN] INSPECTION/PUMP VENT PIPE 024"MIN BLOWER PIPING F- 1- OUT PORT [61.Ocm MIN] 4 J 016"MIN INSPECTION " " —1 [40.6cm MIN] PORT ¢ U .' INSPECTION/PUMP''" C I— Q// nnOUT PORT LL. 0 Z 80 :. F INFLUENT WASTE EFFLUENT PIPE 1T'MIN W oz ..:,- 3 -411 [43.2cm MIN] . ',,. H 2'a-c=ii U Oz _. 721/8"MIN 66" IN 681/8"MIN W =�_ [183.2cm MIN] _ [I67.6cm MIN] [173.Ocm MIN] •'O+m-ET WATER LEVEL a, H L1_ 68" Fl O w O 5a = 52" NOTES: 4 ] SECTION A-A 9 3/8"MIN 1. AIRLINE PIPING TO FAST@ SHOULD NOT EXCEED 100 FT 30M SEAL: [23.9cm MIN] ( 1 TOTAL LENGTH AND SHOULD HAVE A MAXIMUM OF 4 ELBOWS IN NEY G,h al F EE, THE PIPING SYSTEM.FOR DISTANCES GREATER THAN 100 FT(30M) �'i OF WAS6�O<. ._ �.r.» mA .- .+ CONSULT FACTORY. 03 - 3,000 GAL TREATMENT TANK(SEE DETAIL ABOVE) 44" IN 2. IF LESS THAN THE SPECIFIED MINIMUMS ARE CONSIDERED �s o EHPAcm1GAL.1 CAPACm1GAL) CROSS'SEL770N NECESSARY,CONSULT FACTORY FOR GUIDANCE. e+a PERATIONAL ass [111.Scm MIN] (ornilc°000n) +Ds6 I OOTA I OOO) s+D 3. SPECIALIZED TREATMENT NEEDS MAY REQUIRE SPECIFIC FEATURES Ti,, TO BE INCORPORATED INTO THE DESIGN.CONSULT FACTORY FOR SsgF l5TF I GUIDANCE. IONAL e a" 1250 Gallon Pre-cast Concrete A f A x/25/26 � :^.:'m'r8-^.^,"w.�TMos,. r' 4. SOME ITEMS REMOVED FOR CLARITY. ,.�.'"�•^m,r �.'^-.wmacw•�dc ,,.w„�w••,®,a,� p ptic Tank DESIGNER: HS20-44 Rated Traffic Tank I■I.1 5. MINIMUM OF 2.Oin[S.lcm]INVERT IS NECESSARY BETWEEN THE INLET AND OUTLET OF EACH ZONE FOR GRAVITY FLOW SYSTEMS. E.MARTINEZ �.��r „ a�',":a:wsodrs"e 4;",x�.,o.m omwina6r oeN earn:Oa<.zo+s score:Nt•s MmeL+ash sr �� uwesson+EF.w�vcccto DRAWN BY: m^ I ( ( FnrmEiAnAxomx+mExiuE ov.,ewois AaEw.+cxEs M.LOPEZ U0 H t RaY x OH ASfOLLOw5 FCMAp,^,IXnAMEp H+xG i • - APPROVED BY:,n owwwc¢mesou FxwExrcor X°il• • S ean,wwa c...,w vFveawavx+N VAlrtw�sA w�,oIF OETTCR WATE"GETTER WOPL¢ a .x:so E.SORTEVIK 1,250 GREASE INTERCEPTOR TANK _-- _ of .xx:.zs - — � w,mon mEwe,.,wrEe,Assux oxAww er: DATE: NTS sows ESG FEBRUARY 2026 vo EGr 0000 ROAwwa oAE6/24/2022 FEETMICROFAST3,0 UNIT WITH JOB NO: E W SHEET 3 OF 6 MSH Flail SR x;v DRAWING FILE NO: 1:24 _006B APIs 6/24/2022 600-FINMCF3.0 G 24-00045038-02 DRAWING NO: MICROFAST 3.0 UNIT SS-04 NTS SHEET NO: 10 OF 10