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HomeMy WebLinkAboutSWG2023-00530 - SWG Application / Design - 12/21/2023 MASON COUNTY 415N 6TH STREET, SHELTON, 584 SHELTON: 967 ,EXT 40 BELFAIR:360-275-4467,EXT 400 Public Health & Human Services ELMA:360482-5269,EXT 400 -. FAX:360-427-7787 On-Site Sewage System Permit: SWG2023-00530 APPLICANT ECKENRODE ET AL JERRY R Phone: 360-490-6648 Address'. PO Box 449 HOODSPORT, WA 98548 OWNER ECKENRODE ET AL JERRY R Phone: 360-490-6648 Address: PO Box 449 HOODSPORT,WA 98548 SEPTIC DESIGNER Adam Hunter-Jim Hunter and Phone: 360-753-1226 Associates Address: PO Box 162 OLYMPIA, WA 98507 SEPTIC INSTALLER DARIN OGG-Royal Flush Septic Phone: 360-790-3021 Address: PO BOX 1336 HOODSPORT,WA 98548 Site Address: 27210 N US Highway 101 Primary Parcel Number: 323312400130 Permit Description: 3-bedroom pressure system wl sand lined bed: Table IX Repair Permit Submitted Date: 12/2112023 Permit Issued Date: 01/02/2024 Issued By: David Anderson Current Permit Fees Paid: $780.00 (additional fees may be required upon installation of system). Permit Expiration Date: 12/29/2024 leased 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 055. 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/onsiteloss-inspection-request.php or call: 360-427-9670, extension 400. --- OFFICIAL USE ONLY— ----- - MASON COUNTY PUBLIC HEALTH DATE RECEIVED. I a( 1 -CD�3 co ONSITE SEWAGE SYSTEM APPLICATION MO N ECE ED. CD 415N6th Street,(Bldg 8) Shelton WA,98584 m 0ner. < to Shelton:360-427.9670 ext 400 BeUair:360-115-4467 ext 400 41 swG �Da3 DD s A Z N Z 9 APPLICANT PHONE D D JERRY ECKENRODE 3604902995 m m MAILING ADDRESS-STREET CITY.STATE.ZIP CODE r PO BOX 449 HOODSPORT WA 98548 3 SITE ADDRESS-STREET CITY.ZIP CODE co 27210 N HWY 101 HOODSPORT WA 98548 m NAME OF DESIGNER PHONE I(lj ADAM HUNTER 3607531226 NAME OF INSTALLER PHONE I1 ROYAL FLUSH CHECK ALL APPLICABLE ITEMS DRINKING WATER SOURCE I7 I VV < I1 (p O NEW CONSTRUCTION 0 RV HOLDING TANN ONLY 0 PRIVATE INDIVIDUAL WELL O REPLACEMENT SYSTEM 0 INSTALLATION PERMIT ONLY 0 PRIVATE TWO-PARTY WELL z IS TABLE 9 REPAIR 0 SINGLE FAMILY 11 COMMUNITY/PUBLIC WATER SYSTEM 0 TANK(S)ONLY 0 COMMERCIAL SYSTEM NAME. rmoSPORT Icc1111 0 UPGRADE TO EXISTING 0 OTHER'. ...- BEDROOMS LOT SIZE �J O EXISTING FAILURE `RemN OrewHO rpuired 3 0_78 IT 1 for all Installations" DIRECTIONS TO SITE-BE SPECIFIC AND ADVISE OF ANY NEEDED INFORMATION FOR ACCESS(Sr locked gate) 0 LJ'I 0 HWY 101 NORTH THROUGH HOODSPORT TO SITE ON THE RIGHT JUST PAST THE x II r TIDES (STUCCO HOUSE) IC) I lc SITE MUST SE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS - - OFFICIAL USE ONLY BELOW THIS LINE - - --- UPGRADE I FAILURE SOURCE(for reporting purposes} El VOLUNTARY 0 MAAIIINNNTTEENANCEIPUMPING 0 BUILDING PERMITPE OHOOME SALE ['COMPLAINT ['OTHER. TM1:0OR.3}' v"' lo4S CPrypgt&Ul&. Mot u r 3}OIL LOGS ' �MMENTS/CGNDITIONS 3}-Tr win layer-men Ali 51renyte of clove Slch ar QCe4le or SO1 ve4 f- 47 ' 7.g" LECo4S iobot♦ank (ies4 a PI w/dtc,.ntf of01 Pt SOIL CODES: V-VERY G=GRAVELLY 5=SAND L=LOAM S-SILT C=CLAY E=EXTREMELY R=ROOTS INSP OR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED BY DATE THIS FORM MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12D12015 DESIGN FORM—PAGE ONE Assessor's Parcel Number:a cR 7)3 L -- C).. -- ,V_U 1 7 C. A design will be reviewed when 3 copies of each of the following are submitted: °Completed design form that has been signed and dated. ° Sealed 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.Maximum paper size: II 'X 17" �t', PARCEL IDENTIFICATION Permit Number: SWG ag23— 00930 Designer's Name: ADAM HUNTER Applicant's Name: JERRY ECKENRODE 360-753-1226 Designers Phone Number Mailing Address: PO BOX 449 _ Designer's Address: PO BOX 162 HOODSPORT WA 98548 OLYMPIA WA 98507 City State Zip City State Zip DESIGN PARAMETERS Treatment Device ❑Glendon Biofiner 0 Sand Filter 0 Mound f 'Sand Lined [grainfield 0 Recirculating Filter,Type: ❑ Aerobic Unit Make/Moder 0 Disinfection Unit Make/Model Other: _, Drainlield Type ❑ Gravity dPressure 0 Trench 0 Bed 0 Sub Surface Drip Septic Tank/Drainfield Specifications Laterals Number of Bedrooms 3 Schedule/Class 40 Daily Flow: Operating Capacity 270 gpd Length 30 ft Daily Flow: Design Flow 360 gpd Diameter 1.25 in Septic Tank Capacity 1200 gal Number 4 Receiving Soil Type f l-6) 1 Separation 3 ft Receiving Soil Appl. Rate 1.0 gpd/ft2 Orifices Required Primary Area 360 ft2 Total Number of Orifices 60 Designed Primary Area 360 ft2 Diameter 3/16 in Designed Reserve Area N/A-REPAIR ft2 Spacing 24 in Trench/Bed Width 12 ft Manifold Trcnch'Bed Length 30 ft Schedule/Class 40 Elevation Measurements Length 9 ft Original Drainfield Area Slope N/A % Diameter 2 in New Slope, If Altered N/A % Preferred manifold configuration used? 'Yes 0 No Depth of Excavation Up-slope 54 in Transport Pipe from Original Grade Down-slope 54 in Schedule/Class 40 Designed Vertical Separation 24 in Length 30 ft Gravelless Chambers Required? 0 Yes 0 No Optional Diameter 2 in Pump Required? VYes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 6 Difference in Elevation Between Pump Shutoff and Uppermost Dose quantity 60 gal Orifice ft Chamber Capacity 1200 gal Uppermost Orifice ItHigher 0 Lower than Pump Shutoff Pump controls: Please cheek those required. Capacity C Total Pressure Head 35.171`� gpm timer Elapse Meter 'Event Counter Calculated Total Pressure Head f sP P R O`t b r: Pump on 60 GAL Pump off 4 HRS Comments JAN 0 2 2U21t MASON COUNTY ENVIRCN'M-N'AL H°E'Tr DESIGN FORM—PAGE 'IWO Assessor's Parcel Number:l33 31_ -- C) Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch g Test hole locations g Drainfield orientation and layout Reference depth from original grade: ❑ Soil logs g Trench/bed dimensions and g Septic tank ❑ Property lines critical distances within layout Drainfield cover ❑ Existing and proposed wells D-Box/Valve box locations Reference depth from original grade within 100 ft of property Ef Septic tank/pump chamber and restrictive strata: 12 Measurements to cuts,banks,and locations 0 Laterals,trench/bed, top and surface water and critical areas g Observation port location bottom • Location and orientation of 1 Clean-out location 0 Curtain drain collector curtain drain and all absorption g Manifold placement 0 Sand augmentation components 12 Orifice placement Other cross-section detail: • Location and dimension of Lateral placement with distance 12 Observation ports/clean-outs primary system and reserve area to edge of bed Buildings g Other Information Audible/visual alarm referenced Yes No 12 Direction of slope indicator ' Scale of drawing shown on scale Er 0 Design staked out g Waterlines bar 0 0 Recorded Notices attached 12 Roads, easements,driveways, 0 0 Waiver(s)attached parking 0 0 Pump curve attached g North arrow and scale drawing 0 ❑ Evaluation of failure shown on scale bar Non-residential justification ❑ ❑ Waste strength ❑ 0 Flow DESIGN APPROVAL The undersigned designer must noti t d by i s er at time of installation hilrYes 0 No 12/4/23 Sigma it esigner Date 0 pryy The undersigned has reviewed this design on behalf of Mason County Public Health and determined it to be ii 16, compliance with state and local on-site ulations: JAN Q I/ z(z07- y anti^ � ���4 A: Envir nmental Ileal[h Specialist Date • Hp ALTH 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: ✓ 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 PAGE I MASON COUNTY HEALTH DEPARTMENT ON-SITE SEWAGE DISPOSAL SYSTEM DESIGN SITE#'. PARCEL#: 323312400130 DATE SUBMITTED: 12/04123 LEGALILOT# SUBMITTED BY'. ADAM HUNTER fl ,�q1,)A y . :0 CEO ..:711, m fl;6" APPLICANT'. JERRY ECKENRODE ADDRESS: HOOD PORT.WA 98548 PO BOX 449 AR U 2 2U24 I.CALCULATIONS BOUNTY RJ'✓,IgON�MENTAi NEA(,TF NUMBER OF BEDROOMS= 3 034 RESIDENTIAL GPD FLOW= 360 IF NON-RESIDENTIAL-GPD FLOW WILL BE AS FOLLOWS'. GPD= APPLICATION RATE= 1 GPD/FT2 REDUCTION=LEAVE BLANK it NOT USED DRAINFIELD SIZING ABSORPTION AREA= 360 FT2 TRENCH LENGTH OR BED CONFIG.= 12'X 30'SAND LINED BED II.WATERPROOF SEPTIC TANK COMPOSITION AND SIZE= 1200 GAL.CONCRETE NEW OR EXISTING= 4. NEW III.DRAINFIELD CROSS SECTION DEPTH TO DRAINROCK BOTTOM= ROCK DEPTH BELOW PIPE= SEPARATION FROM TRENCH BOTTOM TO IMPERMEABLE MATERIAL/SEASONAL SATURATION= FILL DEPTH= TRENCH WIDTH= IV.PUMP REQUIREMENT DOSING VOLUME IN GALLONS= 60 NUMBER OF DOSES PER DAY= 6 V.PRESSURE CALCULATIONS USING PIPE CLASS= 40 ORIFICE DIAMETER= 3/16 (Oa,I 12/4/23 wed. o f . PAGE 2 LATERAL#1 = SQUIRT HEIGHT(FT)= 2.00 (NOTE(1):ORIFICE DISCHARGE RATE=(If 79)X(ORIPCECNMETER(5@X SO ROOTOF(TOTAL PRESSURE HEAD) ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 30.00 ORIFICE SPACING= T 0 DISTANCE FROM END CAP= NUMBER OF HOLES= 15 LATERAL DISCHARGE RATE= 8.793 LATERAL#2= SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 30.00 ORIFICE SPACING= DISTANCE FROM END CAP= NUMBER OF HOLES= 15 LATERAL DISCHARGE RATE= 8.793 LATERAL#3= SQUIRT HEIGHT(FT)= 2.00 " y 1 '. ft'> .. ORIFICE DISCHARGE RATE= 0.58616 P E LATERAL LENGTH IN FEET= 30.00 ORIFICE SPACING= 2 0 0 r DISTANCE FROM ENO CAP= 1 0' A 22u24 NUMBER OF HOLES= 15 LATERAL DISCHARGE RATE= aT93 MASON COUNTY EN'JIAONMEN iAL HEALTH LATERAL 44= NA SQUIRT HEIGHT(FT)= 2.00 ORIFICE DISCHARGE RATE= 0.58618 LATERAL LENGTH IN FEET= 30.00 ORIFICE SPACING= 2 0' DISTANCE FROM END CAP= NUMBER OF HOLES= 15 LATERAL DISCHARGE RATE= 8 793 LENGTH DIAMETER FLOW FRICTION LOSS SECTION (FT) (IN) (GPM) (FT) AB 30.00 2.00 35.171 0.627 BC 1.50 2.00 17.585 0.009 CD 3.00 2.00 8.793 0005 DE 30.00 1.25 8 793 0.345 TOTAL= 0.986 "TOTAL HEAD LOSS " 1)FRICTION LOSS THROUGH SYSTEM= 0.986 2)ELEVATION DIFFERENCE = 4.000 31 RESIDUAL = 2.006 to TOTAL= 6.986 Y2/4/234 a } ' ' C ssiJa uCeti :"C-\\1 MYERS ME3 Capacity titers per minute 0 50 100 150 200 250 I I { I I 40 I —12 i 'fiEQ, I —10 30 �H,, --- -' —e m c E m 20 I 9 s ]41 -at 1 ri 0 1 , 1 -0 0 10 20 30 40 50 60 70 Capacity gallons per minute JAN 0 2 2024 MASON COUNTY ENVIRONMENTAL HEALTH WA Il fill"it, 72417 12/4/23 [ " ♦31})0O1lNSRV c) i x -+ o o z n n ~ n n m o no n 'I z F z Z Z N m m m co N G) W W m lomTy = 9oN � m m v - z z c ° ym Z Z 0 C C m D D .m m m 0FSay ° n' yo 0o m nz OM As a mn2n' fail f�Tl A) 2 'p H 9 O < 0 0 in c A D N v y o z n m 0 0 Ir^ 2 z O n O > m o m m D A S A _ Hn r r 'm0 '/� 3 i A N N w m o ° m N n N m o m 7 D m G C D D m D y o u y5. m y N W - 3 0 m O G) D r D Z w 2 Z I_ • c m m n ° n n m z ➢ m z n n m A o O A Z m O O m 2 m e S. m w I Z o y m m o m - n C z < o f N F m ° - CO to r co I D a O n mm A `CO m a _ m a m ° y Zm m y _ HIEn Pi m y A O A A O m z Q N D O y °O rmu O r- o o T c y i 0 0 O y y m 0 $ A G) C) m -< <m A w cn N m I CO m Am m Om N o r_ N 2 m O A O A N N O �0�J m A T� A < OG N m C I n N m o O N z c D n m x z f F 3 N m o H o <D D u G o N O O T�� D O Z T m r n AA c O D O y Om O C D 4 A m 2 < Z m 0 O m D m N N m 3 N o A m c m c m n N A y �" n D N O < w G) ° X 0 O • N z z S N o N n y ➢ m D m z 0 _r o p m C m m n G) [) m o z N N m n o . 2 n z m m ° A A m w A O O Z D G p O x n N N o n m m m v r n A m m _IC y F O O S p D • D A w H Z 3 m n p D C O _ tO 3 y z D m m Z O m '" D O m D m O c,72 O 3y30 Fz 2z D z0 ° ND A m ° '� Z A A - o Z m O D zp m n A z m m A z z w m ` o T p ° a w D O 1 mmii - rn A D ➢ tcnm O A m A O 9 A D m N O C O N ° (/1 Z fJl m -I O H -I liO ,C2), N Z N -I 3 N y m I� I U N m m 'i G) A_ m z Z z N o a E , z 3 m y m - r n z D A z D 2 O rn N m m D O r 3 Z - r c -1 r m N m_ m C y C Z F Om J 5 O = 2 C O 1 O A Ul O D D 1 n F o o N z m A N Z m z O .Z y m m m m N p -I A A Z o n m LOT z 0 A o m o n A z > D y m m AA H m O c m r D m O m r N F ➢ 3 '2 -I m A A m Do z m p -Ai v (/J N D m O y m 0 o m N c ➢ O m ~ < A m r A N m D F D °OS 0 A O m O C c A mr m A 0 p O 0 CP A m N mp x 0 A O p m Z m N O Z -Nim O m A y Oz A A O A Z O D S A m O 0 m A Z y < Z CO r➢yn !~i� Q m A ° m mZ A r t o n g y ° n c n o a N p H z z o z 0 n A m S ➢ N m O 1 T N G] 1~II N N y O ° N Z 2 O A T 0 mmmm < z O O 9 N 2 Z a m c ° y c Z D ➢ O D < O N A n 0 N o m < 2 H m A m 0 Z J A m 2 n N A • C y o 0 A o p n m 2 r m m _.. _ - __ o x z o i m 2 O m m m in _ '� m n m z z m c a m m c n - z Dz Z m - y m o m O m A m z y N m O A 0 y 2 y A A n O A m 1M o ° D Z r I — 1 .." ,. .. r / 1 a -� t..r _. • • (P N AenZ z o 57) z 1.0 ri s �/ a n m o < H o -o A w 11 N • N c m z n • m m o I O Z A O _J A A Z y o 2 o N cn O m D _ Z o m G o, w _ m c�i z �� m > m v m i 1111 IT �!0 a A18y c o ° 2 i D tC- A z Oz . m Or \ -- f in ts 3n'-I ° - A N F m O mR1 C n O -0 • ➢ G I m m m my A. m A r G a9 m 3 r % O D m C z A ° A. €`n m mA O mz p '9 ° ; m a Mil. a m Y a o , 0 I • :r m ,w I j f \ / 15 . . -« -. :\ — « \II Z ' ! acern } \ \ xt 0, \ _, z ;, , , ; \ _ . w . „fir , , ; : ,a , s, , . _ , C © � � ,«, , ,9. 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