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HomeMy WebLinkAboutSWG2024-00190 - SWG Application / Design - 5/3/2024 SHELTON, MASON COUNTY 415NB SHELTON: , 0427-97 ,EXT 400 SHELTON:360d2]-96]0,EXT 400 4 BELFNR:380-2]5-948],EXT 400 Public Health & Human Services ELMA:360d825269,EXT 400 FAX:38042]-PB] On-Site Sewage System Permit: SWG2024-00190 APPLICANT RIECK MICHAEL J&AMANUENSIS C Phone: Address: PO BOX A SHELTON,WA 98584 OWNER RIECK MICHAEL J&AMANUENSIS C Phone: Address: PO BOX A SHELTON,WA 98584 SEPTIC DESIGNER JUSTIN RUSSELL* Phone: 360.956.7242 Address: PO BOX 14531 TUMWATER,WA 98511 Site Address: 271 SE Craig Rd Primary Parcel Number: 320322300060 Permit Description: Repair SFR-3BR Pressure Permit Submitted Date: 05/0312024 Permit Issued Date: 05/20/2024 Issued By: Jeff Wilmoth Current Permit Fees Paid: $805.00 (add1dom1f%9 mayb mqulred upon msmllauosmsWUnn} Permit Expiration Date: 05/07/2025 (5e .e dsladNupaador) 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 Drainfield 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 forobtaining 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:masonmuntywa.gov/heahh/GnvironmentaVonsite/oss-inspection-mqumt.php or call: 360-427-9670,extension 400. OFFICIAL USE ONLY Q MASON COUNTY DrtR EMEG rJ • 3 2.11 w w COMMUNITY SERVICES ...II G,Sps KNNED�; C Cm In Publk HeeM(C—muntty HroDv EnNmnmeRzl HnitN O wR SwG 207M - Do/90 o 0 guz w O �f1 SYSTEM APPLICATION 3 'z APPLICANT PHONE m m Michael Rieck g �3102q 360-359-6103 z MNNNGADDRESS-STREETGTY ST LE C 3 271 SE CRAIG RD SHELTON WA 98584 IT SREADERESS-STREET,CRY,ZIP OWE .•Z. 271 SE CRAIG RD SHELTON WA 98584 6 - NAME OF DESIGNER PHONE — JUSTIN RUSSELL 360-970-1233 1� NAMEOFINSTALLER PHONE PERMIT TYPE(eNMom) ORINgNG`NATERIRLE N A/� � ®RESIDENTIALOSS EDCOMMUNITYOSS 13COMMERCIALOSS ®PRIVATE INDIVIDUALWELL �PRIVATETWOLPARTYWELL z IXv TYPE OF MEX ft W am) PUBLIC WATER SYSTEM I 51 NEW CONSTRUCTION I UPGRADES ®REPAIR/REPLACEMENT OTHER DI US iM 00,81 gp 0TABLE IX REPAIR IE� SUBMITTALS III SURFACING SEVMGE m EXISTING FAILURE ❑SHORELINE W F31DESIGN FORM(REQUIRED) EE$EPTIC DESIGN(REQUIRED) BECROOMs I LOT5IZE r EIWAIVER(S)(IFAPPLICABLEJ 3 3.3 ACRES 0 OIREQIONS TO SITEAN[I SITE CONp110N$'.(p.p[lyfpg) IO - FROM HIGHWAY 3 AND SE CRAIG RD, HEAD EAST ON SE CRAIG RD, CONTINUE TO b SITE ON LEFT. o ti UNLOCKED GATE WITH DOG, CALL AHEAD: 360-359-6103 SR MMTBEFfA64EOFROMMAINROAOANOTESTMONFSMUSTM"GGEOMTTHTESTNOLENLMIBERS. O OFFICIAL USE ONLY BELOW THIS LINE UPGRADE/FAILURE SOURCE I brmplIngoWWee) ❑VOLUNTARY QMAINTENANCHPUMPING ❑BUILDINGPERMIT OHOMESALE OCOMPIAINT CIOTHER' INSPECTORSCHLOGS CIXAMEMS/COHIRrONS O Z 6t f ° BgLCOI RECORD DR NG ANDINSTALIATICN REPORT V=VERY G=GRAVELY S=SAND L=LOAM 51=817 C•OIAY E=EXTREMELY R•RWTS REQUIRED FOR FINALAPPROVAL. IN SIGN5TURE MTE APRIfATION EXPIRATIONDATEPPP IONMPR ryI55UE0 BT DATE -� Y _7_27 r)A F Y BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITEuu REVSEOtL1rz015 DESIGN FORM—PAGE ONE Assessor's Parcel Number: 32 40 ,3Z -- 3 -- 8 6U A design will be reviewed when 3 copies of each of the following are submitted: e Completed design form that has been signed and dated. °Scaled layout sketch,including all applicable items on checklist r Scaled plot plan,including all applicable items on checklist. a 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.Murinuun pope, size: 11"%17" PARCEL IDENTIFICATION Pemdl Number: SWG 2024 -t%o l°IO Designer's Name: t�✓ N R✓SS�L�' Applicant's Name: Mj(,h ofe l &CC K Designer's Phone Number: 0q70 Iz 3 3 Mailing Address: a1 t $E CVK&kODesigner s 2 Address: ` 0)"W 1 ` .E 3 6kcNor✓ WA %gamY 'rr awed•-/ k✓A PiBSI� City State Zip City State Zi DESIGN PARAMETERS Treatment Device ❑Glendon Biofilm ❑Sand Filter ❑Mound ❑Sand Lined Drainfield ❑Recirculating Filler,Type: ❑Aerobic Unit Make/Modei ❑Disinfection Unit Make/Model Other: Drainfield Type ❑Gravity opresser< Trench ❑Bed 0 Sub Surfacc Drip Septic Tank/Drainfield Specifications Laterals NumberofBedrooms 3 Schedule/Class Sol{ (:/2 Daily Flaw:Operating Capacity 360 gpd Length gc-y it Daily Flow:Design Flow Z 70 gpd Diameter V Z J in Septic Tank Capacity(working) IZ.Ui7 gal Number Receiving Soil Type(1-b) Separation l ft Receiving Soil Appl.Rate .µ gpd/fte Orifices Required Primary Area � a 9e� ,�so ftr Total Number of Orifices 76 Designed Primary Area � ftr Diameter in Designed Reserve Area ftr Spacing I,- in Trench/Bed Width it Manifold Trench/Bed Length 'jfy ft Schedule/Class c�Lll� Elevation Measurements Length 337 it Original Drainfield Area Slope Oj % Diameter 1� 2$ in New Slope,If Altered o/ Preferred manifold configuration used? 0 Yes 0 No Depth of Excavation Ul—I Pe in Transport Pipe fi'om Original Grade ooxm-slaps G� in Scbedule/Cless kN4-0 Designed Vertical Separation 'L`f in Length I:43 It Gowelless Chambers Required? Yes 0 No Cl�/ Optional Diameter —7 in Pump 1$ Required? Yee 0No Dosing and Pump Chamber Pump/Siphon Specifications Number ofdons/day Diff.in Elevation Between Pump&Uppermost Orifice_4 R Dose quantity 6 � gal Drainfield Squirt Heigl Selected Residual(head) . r& ft Chamber Capacity(flood) yiiiiiils /47S gat Uppermost orill igher ❑Lower than Pump Shutoff Pump controls:Please check those required. ss Capacity @Total Preureto H Head '7( .�/J Sam gpm [) 1';mer lapse Meta vent CounterCalculated Total Pressure Head it If Timer: Pump on k �*ump off Comments DESIGN FORM—PAGE TWO Assessor's Parcel Number: I 2 0 3L_ 71 -- 90 O 6 0 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch 4 Test hole locations Vj Drainfield orientation and layout Reference depth Lem original grade: pq Soil logs Trench/bed dimensions and N, Septic lank Pro lines critical distances within layout Property 9 Drainfield cover Existingand proposed wells D-Box/Valve box locations Reference depth from original grade ' within 100 R of prop" ❑ Septic tank/pump chamber and restrictive straw: III, Measurements to cuts,banks,and locations � Laterals,treneh/b d,top and surface water and critical areas Observation port location bottom Location and orientation of Cleanout location Curtain drain collector curtain drain and all absorption Q Manifold placement Sand augmentation components 14 Orifice placement Other cross-section detail: b.Location and dimension of (N Lateral placement with distance Q Observation ports/clean-outs primary system and reserve area to edge of bed Buildings Other information El Audible/visual alarm referenced Yes No t9,Direction of slope indicator Q Scale of drawing shown on scale Q ❑Design staked out Waterlines bar ❑ Wecorded Notices attached Roads,easements,driveways, ❑ IkWaiver(s)attached parking 1. ❑Pump curve attached ❑, North arrow and scale drawing hL ❑Evaluation of failure Own on scale bar Non-residential justification ❑ ❑Waste strength ❑ ❑Flow DESIGN APPROVAL The undersigned designer must be notified by/ifnstaller at time of installation O�Yes ❑ No Sign' of Designer Date The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be in compliance with stale and local on-s' gu alions: E/linorkkudd Health Specialist Date CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLOWING CONDITION: ✓ The design is stamped"Approved"by Mason County Public Health. ✓ The Omite 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. Updated Date: 12/7/2015 ALPHA SEPTIC SOLUTION, LLC. APPLICANT: MICHAEL RIECK DATE: May 1, 2024 PARCEL #: 32032-23-00060 PRESSURE SYSTEM -8 LATERALS System Parameters Pressure Calculations Orifice Size 118 inches Minimum Orifice Discharge Rate 0.42 gpm Residual Head at Last Orifice 5 feet Total Lateral Length 301 feet Orifice Spacing 4 feet Number Orifices Lateral 1 15 Number Orifices Lateral 2 13 Number Laterals 8 Number Orifices Lateral 3 11 Lateral 1 Length 60 feet Number Orifices Lateral 10 Lateral 2 Length 50 feet Number Orifices Lateral 5 9 Lateral 3 Length 44 feet Number Orifices Lateral 6 6 Lateral 4 Length 40 feet Number Orifices Lateral 7 6 Lateral 5 Length 35 feet Number Orifices Lateral 8 6 Lateral 6 Length 24 feet Total Discharge Rate 31.92 gpm Lateral 7 Length 24 feet Lateral Length 24 feet Friction Loss Pipe Class 40 TighOine Friction Loss 2.15 feet Lateral Line Size 1.25 inches Manifold Friction Loss 41.44 feet Lateral Elevation 157 feet Lateral Friction Loss 0.16 feet Friction Loss through System 43.75 feet Manifold Length 332 feet Manifold Size 1.25 inches Dynamic Head Residual Head at Last Orifice 5 feet Elevation Difference 6.4 feet Add-on Friction Loss 0.2 feet Elevation Difference 6.4 feet ' Tightllne Length 123 feet Total Dynamic Head Loss 55.35 feet Tightline Size 2inches Total Discharge Rate 31.92 gpm Add-on Friction Loss 0.2 feet Total Dynamic Head 55.35 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 301 feet Liquid Volume in Pipe 23.48 gal Drain Down Volume 11.74 gal 7X Volume 82.17 gal 5/�/2f Dose Volume 67 3p=`Dose volume meets 7X rule: N/A R ..... W]P.N1.!191rIN Iibe'tyPumps- . Specifications FL70 Series 3/4 hp ' Submersible Effluent Pump Flow)Liters Per Minute) 0 38 76 114 151 189 227 265 303 341 379 80 24 70 21 :mtou4 f� 60 18 50 15 w u LL u v 40 12 f v n x u 55.35' i 30 9 20 6 10 3 0 0 0 10 20 30 40 50 60 70 80 90 100 31.92 Flow)GPM) FL70_PI RIO 17 "Yngh[D17U"PUMp In[. AII,Sb6�. S,¢if, nII rvbjm O6M9e WiftMIWi Ian p W! ALPHA SEPTIC SOLUTION, LLC. ON-SITE WASTEWATER DISPOSAL SYSTEM DATE: May 1, 2024 APPLICANT: MICHAEL RIECK 271 SE CRAIG RD SHELTON WA 98584 LEGAL: PCL 1 OF BLA #06-58 SURVEY 32/189 PARCEL#: 32032-23-00060 PROJECT#: DESCRIPTION: REPAIR OF FAILED SEPTIC SYSTEM PROJECT DETAILS: NUMBER OF BEDROOMS 3 GALLONS PER DAY(GPD) FLOW 360 OPERATING CAPACITY(GPD)FLOW 270 ,%'•} yrf APPLICATION RATE 0.40 t DRAINFIELD ♦t -Absorption Area Required 900 SQ.FT 2NN834 -Absorption Area Designed 900 SQ.FT -Trench/Bed Length 301 FT -Trench/Bed Width 3 FT DRAINFIELD CROSS SECTION - Bed Depth 14-18 INCHES -Graveless Chambers 8 INCHES -Sand Under Trench/Bed 0 INCHES -Vertical Separation 24 INCHES - Fill Depth 6-10 INCHES SEPTIC TANK -Size&Composition 1200 GAL CONCRETE - New/Existing New cz mm noon DD wowy rD 0�0 m m mm mm mmm S� ZO Ati ZZA00 yr <�mx �z O GI O m ;A Aig Tr mzom 'Z, �O m H O O O v 4l m m maA � = moo �co Om S" (n'nA m (A 0> 3 0 09 a0 MM-0 D� 0yp Z Z m x 0 O c a O _ cad ''ctom �.33 �Q� .'�.. � °&�.� o�NIII my D 11 ,q Dz WMMmm Z AD III O O -] n m m v m n z 2 n � op'�va .o. zp ZF oAmy mm Did 0"A7 my- ,71 Ao� �' n < x i o�', n o �d � w3-� y' �,R 0C 0y p ,, mp zmzz xD ortzii D n0 O G 0 O q o r ZI 3 � ' _.� `,80 3 m `� uFi 0i 3 m 0 Z (nM ]IF y(Z/1 y_a yn pmym yo AZD r nvn -i D i C 0 3 i C is ds � y �S.So `� n3 Om nA MMZ� Dy oo. m vz mm� Z gym, x M A ,�„ .. i L> m m Zx mi zgEw Mz minim Ay0 -AM ZS m D D D < m-cv Z -a my om In Opm n o R' � m 3 a O 8 �.o'2' A H `T$ ad g mr �� DZz-I o OOOm <'� zAm (A AwA 0 x v 00 A n a Z �+ � xc 68 m c �''C M �T Mx'O 0Zm AmyT no' C0 O� y N = Z� 7 e," p '� O n6o a3. �c = Nd.�O my 2� OQ A�ZC CS �yZ, ON Z amO C m SA O O 2 III ¢H 5o. 0 6?c�B. @ y d gd m 3' S 3 Jcti y D m O n m m m 0z 02 Z-a xm mOA0 z w� D� D O r u3 F i ^ 3 y 6�.D o m mo m0 -01 �% 4�0.n !xfn, A<<m mnm Z D 3 mina �o A m m �`3.� m 56 v. m S Sc = <m m m Zp Ow, y-yl OZcz Dy 1i13 ON S m On O Q 2 (z1 m'o B380 � w �.� vm 'm 3m £ m N=�0 oDmO y� 00 3 00 m in h x r3 a So O m 00 min Sz AA xT $m am .m O Oz u z D QN� O Z yZ, AZ OZO, Zy ,A rO bo c A zOO u r � n�.� < m 9' �m �a o A O mZ ZoAO �m m0 0 A O fli A T 7 C Fin `� t7i O GaC A -0, Mi F ma Xm Oy �F x° o p p a � m �a '`°° 3 �' m 88 dig 0 0 z yin pzvD Sv Dc Ox z x 3 A o e v 1° `c-S 3 y O 0-, nn mOy ZT AA zti T 0 z w me. xy v y d A0A mTm fnm rmD 0 �m DA c A $ Q m3F �+ g w 'o. 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