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HomeMy WebLinkAboutSWG2023-00083 - SWG Application / Design - 3/10/2023 MASON COUNTY 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: SWG2023-00083 APPLICANT DAVIS SCOTT JAY&JANICE D Phone: Address: 126 WEST FROSTY LANE SHELTON, WA 98584 OWNER DAVIS SCOTT JAY&JANICE D Phone: Address: 126 WEST FROSTY LANE SHELTON, WA 98584 Site Address: 13 W Frosty Ln N Primary Parcel Number: 519014400067 Permit Description: 4-bedroom pressure system Permit Submitted Date: 03/10/2023 Permit Issued Date: 03/20/2023 Issued By: David Anderson Current Permit Fees Paid: $525.00 (additional fees may be required upon installation of system). Permit Expiration Date: 03/17/2026 (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 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. imam 0140(G(d Ce, . OFFICIAL USE ONLY MASON COUNTY DATE RECEIVED: 2� c Cn 1.101f ,_. COMMUNITY SERVICES �/ o m � AMOUNT RECEIVED: RECEIVED BY ' V co m "�_ Public Health(Community Health/Environmental Health) C cn 360415 4N 6t9 70.Street.400 ot Shelton WA ezt.400 S W G •?, Z 3 — D ` „a� (n O I i S N.6th Street ShNtort WA 98584 t///�►]V/•/) 0xi Z V) ON-SITE SEWAGE SYSTEM APPLICATION D m n APPLICANT PHONE 70 m m d C::"C_U l S 1s3 22O — c- 3 gS MAILING ADDRESS-STREET,CITY,STATE,ZIP CODE W • a, b3 �- rt �� 3Lei t5tN 113a . C 4 53S co SITE ADDRESS•STREET,CITY,ZIP CODE /, List- F QN_-.d- I' 1,64 t Eit17 5L110,,wc - NAME OF DESIGNER PHONE / 1/1 NAME OF IASTALLER PHONE v �, t-ffCA. ' v;5 c (2S--,? 3�0 - a 'ST38PERMIT TYPE(select one) i DRINKING WR SOURCE O ,gRESIDENTIAL OSS COM `-O§&? COMMERCIAL OSS 6 PRIVATE INDIVIDUAL WELL 6PRIVATE TWO-PARTY WELL Z I ,C 1_t TYPE OF WORK(select one) pr PUBLIC WATER SYSTEM t 0 ixNEW CONSTRUCTION/UPGRADES 6REPAIR/REPLACEMENT OTHER DETAILS(select all that apply) 0 TABLE IX REPAIR (-- ) SUBMITTALS ❑ SURFACING SEWAGE 0 EXISTING FAILURE 0 SHORELINE CO �i DESIGN FORM(REQUIRED) SEPTIC DESIGN(REQUIRED) BEDROOMS LOT SIZE b r 5 WAIVER(S)(IF APPLICABLE) \--- y Si X � / x I DIRECTIONS TO SITE AND SITE CONDITIONS.(ex.locked gate) / I� f _ G,�j LJ 6'v U a l 0"� C ((7 �l 4 1 l ( I/`j- `) LC�S ` List,-e- Q.C�-�d SITE MUST BE FLAGGED FROM MAIN ROAD AND TEST HOLES MUST BE FLAGGED WITH TEST HOLE NUMBERS. OFFICIAL USE ONLY BELOW THIS LINE UPGRADE I FAILURE SOURCE(tor reporting purposes) ❑VOLUNTARY 0 MAINTENANCE/PUMPING ❑BUILDING PERMIT ❑HOME SALE ❑COMPLAINT ❑OTHER: INSPECTOR SOIL LOGS COMMENTS I f CONDITIONS -f- 7 1 ft A ' �� 7 1. �(/7 C NN 1-f1 - a-7Z VC7 $ T 1'. 0 -12 �t V('7S RECORD DRAWING AND INSTALLATION REPORT SOIL CODES: V=VERY G=GRAVELLY S=SAND L=LOAM Si=SILT C=CLAY E=EXTREMELY R=ROOTS REQUIRED FOR FINAL APPROVAL. INSPECTOR SIGNATURE DATE APPLICATION EXPIRATION DATE APPLICATION APPROVED/ISSUED BY DATE ti2 3M-/Z6 Z3 3( 1717076" THIS F M MAY BE SCANNED AND AVAILABLE FOR PUBLIC VIEW ON THE MASON COUNTY WEBSITE REVISED 12/7/2015 Amimmin DESIGN FORM—PAGE ONE Assessor's Parcel Number:5 I j L -- + -- 12. o.uL-_, A deign will be reviewed when 3 copies of each of the following are submitted: 60 "Completed design form that has been signed and dated. `' Scaled layout sketch,including all applicable items on Cheekti-S1 'i 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: 11"X 17" PARCEL IDENTIFICATION Permit Number: SWG ZO C-' 000 Designer's Name: Troy Pokswinski Applicant's Name: Scott Davis Designer's Phone Number: 425 346-0773 Mailing Address: 126 W Frosty Lane Designer's Address: 14904 91st Avenue Ct E Shelton WA 98584 Puyallup WA 98375 City State Zip City State Zip DESIGN PARAMETERS Treatment Device ❑Glendon Biofilter 0 Sand Filter 0 Mound 0 Sand Lined Drainfield 0 Recirculating Filter,Type: ❑ Aerobic Unit Make/Model ❑ Disinfection Unit Make/Model Other: Drainfield Type 0 Gravity li r Pressure 0 Trench 0 Bed 0 Sub Surface Drip Septic TanWDrainfield Specifications Laterals Number of Bedrooms Li Schedule/Class CI 200 / Daily Flow:Operating Capacity 600 gpd / Length 67 ft ✓ Daily Flow: Design Flow 600 gpd'' Diameter 1.25 in V Septic Tank Capacity(working) 1000 )( gal Number 3 Receiving Soil Type(1-6) 1 / Separation 5 ft Receiving Soil Appl.Rate 1.0 gpd/ft2 Orifices Required Primary Area 600 ft2i;/ Total Number of Orifices 69 Designed Primary Area 603 ft2C/ Diameter 3/16 in Designed Reserve Area 603 ft2 Spacing 36 in Trench/Bed Width 3 ft Manifold Trench/Bed Length 201 ft U/ Schedule/Class Sch 40 Elevation Measurements Length 30 ft Original Drainfield Area Slope 1-3 % Diameter 1.25 in New Slope,If Altered % Preferred manifold configuration used? [if Yes 0 No Depth of Excavation Up-slope 32 in Transport Pipe from Original Grade Down_slope 28 in Schedule/Class Sch 40 Designed Vertical Separation >60 in Length 75 ft Gravelless Chambers Required? I1 Yes 0 No 0 Optional Diameter 2 in Pump Required? fif Yes 0 No Dosing and Pump Chamber Pump/Siphon Specifications Number of doses/day 12 Diff. in Elevation Between Pump&Uppermost Orifice 7 ft Dose quantity 48 gal Drainfield Squirt Height/Selected Residual(head) 3 ft Chamber Capacity(flood) 570 gal Uppermost Orifice al Higher 0 Lower than Pump Shutoff Pump controls:Please check those required. Capacity @ Total Pressure Head 80 gpm ❑Timer ❑Elapse Meter 0 Event Counter Calculated Total Pressure HeaA D t E If Timer: Pump on ,Pump off Comments 30 S e-C, co ti I� n vmr 7, tvrc MAR 1 7 2C23 MASON t UUNTY ENVIRONMENTAL HEAD} CI cc. ico Cer deice DJA DESIGN FORM—PAGE TWO Assessor's Parcel Number:51_/ . -- _ y -- 0 D 0 6 Permit Number: SWG DESIGN CHECKLISTS Scaled Plot Plan Scaled Layout Sketch Cross-Section Sketch O Test hole locations 12( Drainfield orientation and layout Reference depth from original grade: 6r1 Soil logs 64 Trench/bed dimensions and g Septic tank IZI Property lines critical distances within layout 6I Drainfield cover g Existing and proposed wells g D-Box/Valve box locations Reference depth from original grade within 100 ft of property g Septic tank/pump chamber and restrictive strata: Vi Measurements to cuts, banks,and locations 0 Laterals,trench bed,top and surface water and critical areas 6I Observation port location bottom 12i Location and orientation of 121 Clean-out location 0 Curtain drain collector curtain drain and all absorption s4 Manifold placement 0 Sand augmentation components 64 Orifice placement Other cross-section detail: g Location and dimension of [� Observation ports/clean-outs primary system and reserve area Lateral placement with distance P to edge of bed Other Information Buildings g Audible/visual alarm referenced Yes No • Direction of slope indicator 64 Scale of drawing shown on scale g g ❑ Design staked out g Waterlines bar 0 0 Recorded Notices attached i Roads,easements,driveways, 0 0 Waiver(s)attached parking 64 0 Pump curve attached WI North arrow and scale drawing 0 0 Evaluation of failure shown on scale bar Non-residential justification ❑ 0 Waste strength ❑ ❑ Flow DESIGN APPROVAL The undersigned designer must be notified by installer at time of installation g Yes 0 No „/„.0 Si nature of Designer Date The undersigned has reviewed this design on behalf of Mason County Public Health an determined it to be in compliance with state and local on-sit regulations:�, '� m7(?, P P O` ED Environmental Health Specialist Date ���� MAR 1 7 2023 CAUTION: DESIGN APPROVAL IS VALID ONLY UNDER THE FOLLCdWTI'�KAitt111QD, ENTAL HEALTH' ✓ The design is stamped"Approved"by Mason County Public Health. DJA ✓ The Onsite Sewage Permit has not expired,the Permit Expiration Date is: V 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 II:M6E2N3 MASON COUNTY ENVDJ ��ROTAL HE �_ YOKg�� 6 vrggy�^ f:12 Septic Design Report A rf � 13 West Frosty and 17 West Frosty Lane `-" � I Parcels 519014400067 and 519014400066 \tiI S T Cl2 )4, The property owner at the above referenced parcel wishes to construct relocate the� °NAL 2' existing septic systems located at the above reference parcels to 126 West Frosty Lane (parcel 419063390003). This report will detail the design of the proposed septic system. In accordance with Section 1 of the Mason County Public Health On-Site Standards, a soil and site determination was completed on February 21, 2023. Three test holes were performed in the vicinity of a probable location for an on-site septic system and reserve. Soils classified to a depth greater than 6' below the proposed system can be classified as Type 1 soils in accordance with Section 246-272A-0220 of the WAC. Holes dug and verified in February, 2023 with no restrictive layers. Vertical separation is greater than 60". The location of the Subsurface Soil Absorption System (SSAS) is relatively level (approximately 3% max. grade) which will provide excellent stability of soils. The SSAS site is located approximately 200' east of Lost Lake and approximately 25' above high water. Wells, storm drainage lines, water lines, surface water boundaries, and all existing building and lot lines will be located in excess of the minimum horizontal clearance required under by Mason County Health Department have been shown on the drawings. The existing residence on 126 West Frosty did not appear to have a curtain drain associated with the footing. Soils are extremely beneficial to dispersion and drainage for impervious surface related to the residences shall be sheet flowed away from the OSS. The proposed OSS will be designed in accordance with all requirements and guidelines set forth in the by WDOH and Mason County guidelines. Soil are classified as Type 1 and minimum vertical separation exceeds 60". Timed dosage will not be required. Due to the distance and elevation between the SSAS and the septic tanks, the system will require a pump to transport and therefore will be a pressurized system. The reserve and OSS shall each consist of 600 square feet SSAS. SSAS shall be 3' wide and 67' long. The pipes will be embedded into the existing grade approximately 30" and covered with ADS Arc 36 chambers. Orifices shall be 3/16", 3' O.C. Piping shall be CI 200 1-1/4". Squirt height shall be 33". Verification ports shall be required at the end of each lateral. The SSAS shall require an easement granted from 419063390003 with the grantee 519014400067 and 519014400066. In addition, an easement for pumping shall be granted from 519014400067 with the grantee 519014400066. These easements shall be recorded prior to approval of engineering. For maintenance purposes all lids shall be installed to finish grade. Please see attached sheets for boring logs, calculations for sizing, and vault catalog cuts. Septic Boring Logs 13 West Frosty and 17 West Frosty Lane Parcels 519014400067 and 519014400066 Three holes were dug on February 21, 2023 to a depth of 72" The following is a list of the soil classifications. Using these classifications, the design soil type is assumed to be Type 1. Please see attached plan for hole locations. Hole 1 Zero to 18" Gravelly Sand 18" to 60" Gravelly Sandy Loam 60" to 72" Sand Hole 2 APPROvED Zero to 12" Gravelly Sand 12" to 60" Gravelly Sandy Loam MAR 1 l 2023 60" to 72" Sand MASON COUNTY ENVIRONMENTAL HcAlTt' Hole 3 DJA Zero to 14" Gravelly Sand 14" to 60" Gravelly Sandy Loam 60" to 72" Sand .-• • = - • 1 it- • a? • •1 Septic Calculations 13 West Frosty and 17 West Frosty Lane Parcels 519014400067 and 519014400066 Septic Tank Sizing: 2 bedroom house on 250 gallon tank per bedroom (1,000 gallon min. per parcel) 2 - 1,000 gallon (2 compartment) tanks required Pump Tank Sizing: 100 gallon reserve capacity/bed 5 bedrooms = 500 gallon capacity above alarm Norwesco 1,000 Bruiser will allow for 570 GfLLOJS ABOVE ifLAR11'1 1-1,000 Gallon Norwesco Bruiser(or Engineer approved alternate) pump tank required SSAS Sizing: 5 bedroom house 120 gal/bed/day 600 gal/day Soil classification Type 1 (see logs) 4 A From WAC 246-272A-0234; Type 1 = 1.0 gal/sf/day 1"'/-+RO vt- 600/1.0 = 600 SF absorption area �. D MAR 17 1 ''2? MASON cvuNTY EN,, �Jq tH 13 West Frosty & 17 West Frosty Lateral/Pump Calculations Pump Flow Calcs: The header manifold shall be installed at or above the highest lateral. Check valves will be installed between laterals to prevent backflow to lower laterals. Total Dynamic Head of the system is calculated using lift (7'), manifold (1'), transport(10'), and residual (2') to be 20'. Required pump capacity is calculated to be 48 gallons per minute. The chart below is the performance data specified from the manufacturer of the specified pump. Design capacity is approximately 66% of performance capacity given the design dynamic head. APPROVED MAR 1 7 2023 PERFORMANCE DATA MASON COUNTY ENVIRONMENTAL HEALTH 64- _ _ DJA t 48. �} 1 HP • 32 z r o / O 1/2 HP 16 1 -- 0 0 24 48 72 96 120 144 CAPACITY-U.S.G.P.M. Lateral Orifice Calculations: Design flow is 48 gallons per minute. With a squirt height of approximately 33", 3/16" orifices have been selected. Given the design squirt height and diameter of orifice, the flow per orifice is determined to be 0.70 gallons per minute per orifice. 69 orifices are required for this configuration. There are three laterals in this design. Each lateral shall have 23 orifices. Each lateral is 67'. The orifice spacing shall be approximately 3' on center. Orifices shall be pointed up to assist with maintaining clean orifices. Orifice shields will be installed to keep gravel and debris from blocking orifices from the outside. The following note has been added to the plans for construction purposes to account for these calculations: "LATERALS SHALL BE 1.25" CLASS 200 PIPE. ORIFICES SHALL BE 3/16" 0, POINTED UP,ON APPROXIMATE 3' CENTERS. ORIFICE SHIELDS SHALL BE INSTALLED OVER EACH ORIFICE. SQUIRT HEIGHT SHOULD BE 33" (MIN. 24"). FLOW FROM EACH ORIFICE SHALL BE 0.7 GALLONS PER CYCLE. THE END OF EACH LATERAL SHALL BE CONSTRUCTED WITH AN INSPECTION/MONITORING PORT." gi) \1 23 MaR 02 Ur + iTsci M I ' d D_ P CO 63 OVERALL HEIGHT WITH LID - WO-. } CYN o Z7 D -_ i I � COI R) w 0 V I Cr -1 0 I i APPROVED --, W z I Rx.-- MAR 1 7 2023 ri W c� (A) o f MASON COUNTY ENVIRONMENTA.HEALTF N '�'� DJA xi r 0 0 K-0 z \ f r 11 t� '4,_1 A �I 1 0 R I Il �' AV z A I 11 z Lri 1 II I 0 ( / \ N tli D o _ , rIl / A_ \--(04 ..= (I L i ITLJ Lk vj f.6,,,. u, \...,v.iviii)______ ..., o'' E � t\\-\W 1 g m _ R D y - - o o_ n ro z' 0 / on CO C fTl Z r-i C m M D - M ri Z t v 7J m El pq o o0Z( gm .\ pA=Mxoeg b Sgmgm ozm _ m ` isC�yg Tl m 1 m '9 rrj0(! O a •�••�/ 2 O A z m O m < Iiiiiiiisilk m: 1...........N ?om= 6 Z E,11 m a n /I � � rn m 4� my� r� ›=vm0c`� 111111" d� ROV�ED 20- , ozn �m�E A TAtT, MAR 1 7 2023 MO MM o�=m= " MASON COUNTY ENVIRONMENTAL HEALTH Q= A cor,m �� DJA _ m m 7img D m '7) . .LJ Z 'COI O,A y Z 2 g <r-fl-0 W A RX Lq=O % C, XN zFN {/1 0 —_,..._ N r ii MOM 711ECLI ,-- _ } s1 ItIIIIIit A s c () ; 1 MEM o '�Mal o o n m 0) W A i _� ) W 9 ° 'S S - 1 C D s� "( ) a\ m N \ < A M� 7 n a =P- 1 C D 1 I 0 c r 1 y n \ w O l J - 2 N O ' z m N V n ►;► PENTAIR PPROVED MAR 1 7 2023 MASON COUNTY ENVIRONMEN iNL.nEALTI DJA qzr • c . • t SPD100H Shown HYDROMATIC® SPD5OH 1 00H VERSRLE EFFLUE \ T PU Septic Tank Effluent • High-Capacity Sump • High-Head Dewatering WWW.HYDROMATIC.COM , . . SPD5OH/ 'lOOH SubnersibLe EffLuent Pump The Hydromatic SPDSOH/100H submersible pumps are specifically signed to meet the demands of septic tank effluent applications lev EUt require a"high-head",dual-seal pump. The SPD5OH has a AVP ' `O powerful 1/2 horsepower motor,while the SPD100H comes with a 1 ? 2023 horsepower motor. Both pumps are standard 2 inch NPT discharge MAR A ,u'CmARw�vith 3 inch versions optional,and available in automatic and Njy ENVIRONMEN�A' a1'configurations.The SPD5OH can handle capacities up to 110 SON COU JA gallons per minute and heads to 50 feet.while the SPD100H handles capacities up to 140 gallons per minute and heads to 63 feet. These pumps feature a high-quality cast iron pump volute,motor housing and seal housing construction that help to ensure a long service life.The pump's non-clogging,two-vane,cast iron impeller, which is threaded to a stainless steel shaft,is capable of handling up to 3/4 inch spherical solids—providing long life in demanding applications.A seal-failure sensor probe(for connection to a seal failure alarm) is standard on three-phase units and available as an I option on single-phase models.Two carbon-and ceramic-faced mechanical shaft seals are mounted in tandem to provide double protection against water entry for a long,leakproof life. The SPD5OH/100H's oil-filled motor provides superior cooling characteristics,allowing the motor to run cool and quiet for years. This oil-filled design also provides permanent lubrication of the shaft IMO bearings,minimizing maintenance and extending the service life of the pump. In addition,to protect against overheating,the motor windings contain an automatic reset thermal overload protection located in the accessory control panel. SP0100H Automatic models(1/2 HP)feature the exclusive Hydromatic diaphragm SPD5OH pressure switch,which provides proven reliability in installations where a float might hang up. It also incorporates a unique piggyback plug arrangement, which allows for simple conversion to manual operation by simply removing the switch plug and inserting the motor plug directly into the electrical outlet. u.�.. SPD5OH/ 1 00H APPROVED MAR 1 7 2023 MASON COUNTY ENVIRONMENTAL HEALTH The SPD5OH/100H are completely submersible."high-head".dual-seal flWater-resistant power cord has a compression-fit connection pumps for use in septic tank effluent applications. and an epoxy potting for double protection against water entry. Lengths of 10 and 20 feet are available with molded plugs, Automatic models(1/2 HP)feature the exclusive Hydromatic depending on model variations.. diaphragm pressure switch with piggyback plug-in arrangement. 0 Oil-filled motor provides superior cooling and permanent Proven reliability for automatic operation in installations where a float lubrication of bearings,minimizing maintenance and extending might hang up.Switch is easily serviced and may be disconnected for service life. manual operation. 43) 1/2 or 1 HP capacitor-start motors provide maximum starting torque.Motor windings contain automatic thermal overload protection(101. O High-quality cast iron construction of pump volute,motor p i , housing and seal housing provides long life. AARi ' Upper radial-and tower thrust bearings are heavy-duty,single- • row ball bearings that are permanently lubricated for service- free life. el Discharge is standard 2 inch NPT(3 inch is optional). - ' �- 0 A seal failure sensor probe(for connection to a seal failure 1 ' ( alarm]is standard on three-phase units and available as an ij option on single-phase models. �;` ,,r^--4l 1 r C Ell i' f: Iilifiail - 0 Two carbon-and ceramic-faced mechanical shaft seals are I il t O ,. iiiii. II Pi mounted in tandem to provide double protection against water �__ entry for a long,leakproof life. 1 i 41) The non-clogging,two-vane,cast iron impeller,which is threaded to a stainless steel shaft,efficiently handles up to - C - - O 3/4 inch spherical solids-providing long life in demanding - applications. irj II - - Bottom inlet has no screen to become clogged,providing ©j `��ln Ai optimum pump performance and minimal maintenance. A►i -._ CO_ .:. � I O to . i ,.. 44/... .4•., ` Os "1 �N IC i I tri � ssi, ..._„iw i w SP5O . .. ,. marailimits � ANCE DATA' • Pump/Motor Unit Submersible 64 Manual Models 150) MHl M112 MH6 MH4 MH5 Automatic Models AH1 MC - - - Horsepower 1/2 Full load Amps 14.0 I 7.0 I 4.0 1.8 I 1.5 , ae Motor Type Capacitor Start Three-Phase b 1 HP R.P.M. 3450 Phase @ 1 3 u 32 Voltage 115 230 200 460 575 Z Manual Models(1001 MH2 MH6 MH3 MH4 M5 >- Automatic Models AH2 Horsepower 1 0 16 1{2 HP Full load Amps 9.9 ;.5 _ 5.1 I 2.5 I 1.5 Motor Type Cap. Three-Phase R.P.M. 3450 Phase @ 3 Voltage 23G 200 I 230 I 460 I 575 °0 24 4s 72 96 120 144 Hertz 60 CAPAC RY-U.S.G.P.M. Operation Intermittent Temperature 140°F Max Fluid Temp. NEMADesign B DIMENSIONAL DATA • Insulation Class B Discharge Size 2'NPT(3-opt.) 7-7/6 Solids Handling 3/4- (108) —5-(280) Unit Weight 73 lbs. / 149) Power Cord:SPDSOH 14/3.SJTW-A is.115V=10'std.(20'opt.)-14/4,STW-A 10. 4-5/8 2e PT ) 115V=10'(20'opt.1-16/3.STW-A.1o.230V=20•std.-16/4.STW-A.10.230V=20'std. (117) SPD100H 16/3.STW-A.1 e,230V=20 std.-1 STW-A is.230V=20'std. 18/5. APPROVED STW-A 3e.200V.230V,460V o or 575V=20'std. 4 /8 I { I' (1 � / ta MAR 1 7 2023 \ / (457) Handle Steel — ...- lubricating Di Dielectric Oil OUNTY ENVIRONMENTAL HEAL Motor Housing Cast Iron DJA Seal Housing Cast Iron Pump Casing Cast Iron Shaft Stainless Steel Seal Faces:Carbon/Ceramic 1t6 34 Mechanical Seal Body:Brass (3378)7/8 ,z-na(400) Shaft Seat Spring:Stainless Steel ( 7) Bellows:Buna-N Impeller Cast Iron 6 (152) Upper Bearing Single Row Ball Bearing 3.1576 I Lower Bearing Single Row Ball Bearing , "i°' f Base Cast Iron Fastener Stainless Steel All dimensions in inches.Metric for international use.Component dimensions may vary t i;8 incl. Dimensional data net to construction purpose unless certified.Dimensions and weights are approwrrat. on/Off level adju<table. _ + PENTAIR USA CANADA ' 293 WRIGHT STREET.DELAVAN,WI 53115 WWW.HYDROMATIC.COM 269 TRILLIUM DRIVE.KITCHENER.ONTARIO.CANADA N2G 4W5 PH:888-957-8677 ORDERS FAX:800-426-9446 PH:519-896-2163 ORDERS FAX:519-896-6337 Because we are continuously improving our products and services,Pentair reserves the right to change specifications without prior notice. 0 2013 Pentair Ltd.All Rights Reserved. W-02-6130102/13/131 q IiI a' _ J.0 O N o 'r1 O co- O 0 0 0 0 0 0 t p 0 0G p • . �07 1 •• I`•Oi aD9 N Z-o 'i > AA O r FA _ m _ .. 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