Loading...
HomeMy WebLinkAbout014-1067-20-100 (2)M,lisconsin Department of Commerce Safety and Building Division PRIVATE SEWAGE SYSTEM INSPECTION REPORT ATTACH TO PERMIT GENERAL INFORMATION ~ ~ Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Webster, Paul Forest, Town of CST BM Elev: Insp. BM Elev: BM Descdption: ~j !3 Y`~ t GS ~' TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER tai h CAPACITY Septic ex~s~t~ Dosing ~ ~^Clttl ^7~A / Ho ding TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic e~i S ~~ ~ Dosing 75a ?y2,` ? y2` >~{ Aeration Holding PUMP/SIPHON INFORMATION ,~/ Manufacturer ~ ~ J ~I S Demand ~M O t GPM Model ; `m~ i ~ 3' ( ~ Z, ~S a l /~ TDH Lift ~ Friction„Lgss S System Hemel t _ C TD' n ,~ - Ft • 5f . , CTP' ForceJnain Length Abp Dia. ~ . 2 w Dis . to eu 7 ~lz.' ~51 C(111 ARC(1RPTI(1N SYSTEM St. Croix 514948 0 014-1067-20-100 Section/Town/Range/Map No: 31.31.15.493A STATION BS HI !9i!,St FS ELEV. ! as , D Benchmark . A _l ~ D / / b _f rD O, O Alt. BM ~M G.~' ~ .b `~, 2~ Bldg. Sewer ~_ SUHt Inle `~ svHt opt t o ? R ?, S'~ Dt Inlet ~~~Y' "I z. Il Dt Bottom ('7,517 ~ lr~ 9 •T - B ~ ~ ' Header/Man. 1 ,s6 ~ D O, Z y Dist. Pipe 1.5'Z ~ 8 B~ ~' Bot. System 2. ? ~ ~ 1 ~ 5 S Final Grade .~ / b te' ~2 y St Cover ~/«•n' ~. / ~ dl S( 2~ Lr~~~ y, o5' ~7, 7S" BED/TRENCH DIMENSIONS Width ~ 6 Length ~ ~ No. Of Trenches t PIT DIMENSIONS i s Dia. Liquid Depth SETBACK SYSTEM TO P/L BLDG WELL LAKE/STREA LEACHING OR rer: INFORMATION Type Of~y~s^m: ~~ i ~~ .~~ n /~ _ UNIT Model Number: f11CTDIR11TIflAI CVCTFM Header/Manifold 1 ~ ~ Length Dia 2 Distribution 1 ~ Pipe(s) d (,~ 3 Length ~ Dia ` Spacing x Hol `Size ~ I x Hole Spacing ~ ~ y 3 Vent to Air Intake /~ L,(F~~ cnu !~/1VCD __ e.____..__ c~.._a_.Y.. ~.. ~.. .... ~~,......~ n. A~_f=r„In Cvefcmc nn~~ Depth Over I Depth Over xx Depth of ~~ xx Seeded/Sodded xx Mulched Bed/Trench Center ~ . 6' Bed/Trench Edges Topsoil' z ~ ~~~. es I No ' Yes ! No ~~ COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: 0~ / ZO / ~~ chi[! 1 ~~.,~ d~'C Location: 1840 County Road D Emerald, WI 54013 (NE 1/4 SE 1/4 31 T31N R15W) met~s &bound~Lot 1.) Alt BM Description = ~V "'~ ~~ ~~'~ ; n s~ ~ k d by J d ~~~r ~'''~" r~~r`j 2.) Bldg sewer length = /x~' ~4 .~ r j~ ~f ~ ~A1,7cr ~ {' ~^ C~'~ - amount of cover = • ~ ~ (/: ~ J A G~+~+ f ~.,,.} l v~k t ok Plan revision Required? ~ Yes ~~ o /6 ~ ~ ~(Q Use other side for additional inform ti n. U U Date I sepctor Signature SBD-6710 (R.3/97) ~ ~("~ ~ n q-I ., O Inspection #2: / / ~.~ Parcel No: 31.31.15.493A ~.f~l ?zy9y ~~ 6 3 Cert. No. ~s~llinn ,~.__ ,, u ~ Safety and Buildings Division County ~ ~ 201 W. Washington Ave., P.O. Box 71b2 St. Croix ~sconsin Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608) 266-31 1 Sanitary Permit Application ~ State Plan I.D. Num ~~~ In accord with Comm 83.21, Wis. Adm. Code, personal information yo de roject Address (if different than mailing address) may be used for secondary purposes Privacy Law, s15.04(1)(m) ~ta~ ~ $~~ li I f Pl I A ti i All I i f ame ~ n ormat . pp ca on on - ease Print on n ormat Property Owner's N e Pazcel # Lot # Block # 014-1067-20-100 NA Paul Webster f Property Owner's Mailing Address Property Location i 1840 Co. H . D ST. CROIX COUNTY Gov't lot NE'/<. SE'/.. Section 31 City, State Zip Code (circle one) Emerald, WI 54012 T 31 N; R i s E or w II. Type of Building (check all that apply 6k ~ I ~ ~ 4G Subdivision Name CSM Number ~ ~1 or 2 Family Dwelling -Number of Bedroo 3 ~ NA NA ...- ^ X Public/Commercial -Describe Use: ^ State Owned -Describe Use: ~ ^City ^Village Township of Forest d/+~.- III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. New System Re lacement S stem p y _ _~- ^ Treatment/Holding Tank Replacement Only ^ Other Modification to Existing System B• ^ Permit Renewal ^ Permit Revision ^ Change of ^ Permit Transfer to New List Previous Pennit Number and Date Issued Before Expiration Plumber Owner 1V. T e of POWTS S stem: Check all that a 1 ^ Non -Pressurized In-Ground Mound > 24 in. of suitable soil Mound < 24 in. of suitable soil ^ At-Grade ^ Single Pass Sand Filter ^ Constructed Wetland ^ Pressurized In-Ground ^ Holding Tank ^ Peat Filter ^ Aerobic Treatment Unit ^ Recirculating Sand Filter ^ Recirculating Synthetic Media Filter ^ Leaching Chamber ^ Drip Line ^ Gravel-less Pipe ^ Other (explain) V. Dis ersal/Treat ent Area Information: Design Flow (gpd) Design Soil Application Rate (gpdsf) Dispersal Area Required ( Dispersal Area Propose sf) 60o gpd 1.0 gpdsf ASTM C-33 sand ~ ` 00 ft ~ V7 600 ft ~ 99 " at 22" above ' 0.4 dsf native soil • sq. 6 . ~7 sq. . l contour 97.75 VI. Tank Info Capacity in Total Number Manufacturer Prefab ee t r Plastic Gallons Gallons of Units f Concrete Constructed Glass New Existing / ' ~n T ~ ' ~~ c Tanks Tanks , V t r `-' ' V ` 1 septic or xolding Tank 3,000 3,000 1 Wieser Concrete X Aerobic Treaunent Unit Dosing Chamber 750 750 1 Wieser Concrete X VII. Responsibility Statement- I, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) u er's Signature MP/MPRS Number Business Phone Number Dale Hudson (..~ ~,e~ MP #220853 (715) 684-3378 Plumber's Address (Street, City, State, Zip Code) 820 Main Street, Baldwin, WI 54002 VIII. oun /De artment Use Onl pproved Disapprove Sanitary Permit Fee (includes Groundwater Surchazge Fee) / QO Dat Issu ~? Issuin ent Signature o s) ~ _~ ` (0 ~ ~ D Q Given Reason nial tx. Conditions of Approval/Reasons for Disapproval S~STEMOWNER: 3) C,t~.~,owg ice- 5~-a~,, ~`ovaQ. •:~. t eMulnt BRer and Septic tank 1 , . ~~ dispersal cell must all be services /maintained ~~ ~ '~^'' ~ as per management plan provided by plumber. 2. AN setback req~emertts must be maintained >~~.~,~. ~ LJ ~~ ~ s ~ c ~ ~ , ~, 4 ~ 5 G Attach complete plans (to the Connty only) for the system oa paper not less than 8112 s 11 inches in size ~ //~~. SBD-6398 (R. 01/03) ~ ~~Q- t ,, L °d f s~~~I ~~a EXi's~ihq ~,~10~' ---- - -- - ~~ U ~ ~~S~y.fbance f~r't.o. ~ ' b +y" k- ' .~(~~0 ~ Pro~3ec~rrjou.,,doz~~6.57k/Lz.7/' ~~ _ _ _ uyCo'X/~'diS/°~~/L'f//, FewC't) 9G.oCo.~`our ~~ _ _ - - ~~~,~ ~~ d , 5 ~.; b ua4~-, oaf ~ra./S a-f /isl ~' ~e~ ~ 9T.D' ~ ~ ..97 ~ ' ' ~ n.~ 2.53.' .' 9eQo' r-~ 2"s~.doPv.c. force ntu;„ - 9t~~2~. f~iSfs : Gatcr+e! ~ pad ~.t,o~~ ~us~ door. ,4ss~.md 2lWr ~ /Ga.GD' ~w~,t'~ d~;,,pu~y Propa>ecl~i¢s~~ be~~a~. Sped 7so~ Pu.•Kp ~..t' dr;~two-y~~ ~YSS~lr~c~.SYF,(A , qo~'~. i O 3~ FAQ/ue.~ ~ ~r'/ ~~ (C ;~s6~l~cdnt,owya ~ d,~ut~t . lw~1,~ ~~f•fy 6c toav*r<<,~d~doStp6%c t~~(~iq~ ~a>~/f inSt~$~G~aL~OccEJc~. ~~ '" cam- Il ap/u..•b; fa 6,ech~cr~~rtd,'r~c~ d r'a r'r-~ Q o1,3 c~'4-io ~ ~?` 3«pa~e a~,r • Sa% eya/aa~b'on ~x'E i~ Co.11,oy. "v` er;s~~~ ~~ ___-------- ;~ ~ 5{~,.r4w.~ce .4~c.o, ~ ~~ ~ ~. P~o~~ec~rrjou,-,d a~ZG. s7X/LZ.7!' ' t51 ~ 9 -' ~yL'X/~'e/,S~rsa/e.e~/, F=eu.~C'i~ 9G~aCo.~ .' _ _ _ ----- c(, 5 E-r, b c.~-~, ~-, /a.f ~.-a./s a.f his/ i~ ~/9 3s1' , , ' - , ~ ~' S~aacccin-~ ~.cY~,' %8 or~~ctS 5~cee/ 9TD ~ 91, ~' ~ 8~ .' . 9eQo ' T----1~~ '' -3E~ ~ _ s~"_~ f ~, 2 S~j..~a~./.C. "*~ ~04i,1 nt~pta.~.~O Muse farce Mai„ dGpY: /{SSwrltd 21~' ~ /GO.Ga; 9G. s~2: vul ~ ~~ ~`O ~ ~ R "z•, s«/sea( . Shed Prop~d~;es~co,~ ~,..wr.~c.. b e n ea~Et. 7so ~o,P. pu.K~o fa.t' d, , /twaf.~ ~ w'ss„yr~~ srFi~ ate. i A3 6~//<-d Q d ~ t<.~yo _ d,~uto.~e. - i:7£ 3,c~~y aP, c~,-sser Ce~-e rc~8e kv/1.~ ~,,, f'f~ bt Ica, rK~E,~ d ~ Stp6%c ~~~/Jt,.±.~ ba J +~/t inSL`~~GGraL~ occE/cf, ; ~ ~ ~ 4~ 1~~- ~ ~ G fo~.S;~+'E 1~/GGV~Gr/Ain. Zi/~r10Y ao /u .,+ 6: t5 6Q~e~`d Z`O midi ~e c~ v ai/~..w{r~ Ser.b~SyS~~. F7ui I !-~C Q PY ~ Sa% gya/Ka~'on fy'E eJ ~ EXi:3 ~v~ 8ndc elt.J,` ~ C ~~ ~' commerce.wi.gov isconsin Department of Commerce Safety and Buildings 3824 N CREEKSIDE LA HOLMEN WI 54636 TDD #: (608) 264-8777 www. commerce.wi. gov/sb! www.wisconsin.gov Jim Doyle, Governor Jack L. Fischer, A.I.A., Secretary July 22, 2008 CUST ID No. 220853 DALE E HUDSON BOLDT'S PLUMBING & HEATING, INC. 820 MAIN ST PO BOX 78 BALDWIN WI 54002 ATTN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/22/2010 Identification Numbers Transaction ID No. 1571913 SITE: Site ID No. 740279 Paul Webster Please refer to both identification numbers, 1840 CTH D above, in all corres ondence with the a enc . Town of Forest St Croix County NE1/4, SE1/4, 531, T31N, R15W FOR: Description: Four Bedroom Mound System /Replacement construction / 6% slope Object Type: POWTS Component Manual Regulated Object ID No.: 1192550 Maintenance required; 600 GPD Flow rate; 14 in Soil minimum depth to limiting factor from origind grade; System(s): Mound Component Manual- Version 2.0, SBD-10691-P (N.O1/01), Pressure Distribution Component Manual -Version 2.0, SBD-10706-P (N.O1/O1) The submittal described above has been reviewed for conformance with applicable Wisconsin Adminstrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • This system is to be constructed and located in accordance with the enclosed approved plans and with the component manual(s) referenced above. • A sanitary permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions ofSec. 145.20(2)(d), Wis. Stats. • The area within 15 feet horizontally down slope of the dispersal cell shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • Maintenance information must be given to the owner of the tank explaining that periodic cleating of the effluent filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • A copy of the approved plans specifications and this letter shall be on-site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. Cc-nditio~~lcclly ~~ DtPARTMENT OF COMMERCE DfV ~ DALE E HUDSON Owner Responsibilities: Page 2 7/22/2008 • The current owner, and each subsequent owner, shall receive a copy of this letter including instructions relating to proper use and maintenance of the system. Owners shall receive a copy of the appropriate operation and maintenance manual and/or owner's manual for the POWTS described in this approval. • The owner of a POWTS shall be responsible for ensuring that the operation and maintenance of the POWTS occurs in accordance with this chapter and the approved management plan under s.Comm 83.54(1). • In the event this soil absorption system or any of its component parts malfunctions so as to create a health hazard, the property owner must follow the contingency plan as described in the approved plans. • The owner is responsible for submitting a maintenance verification report acceptabb to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. In granting this approval the Division of Safety & Buildings reserves the right to require charges or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. Inquiries concerning this correspondence may be made tome at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Gerard M Swim POWTS Plan Reviewer, Integrated Services (608)789-7892, Mon -Fri, 7:15 am - 4:00 pm j erry. sw im@w isc onsin. gov Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 WiSMART code: 7633 cc: Leroy G Jansky, POWTS Wastewater Specialist, (715) 726-2544 ,Friday, 7:00 A.M. To 3:30 P.M. 9F~F MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN ~/~~ ~VFO Residential Application tS~F 1' INDEX AND TITLE PAGE ~~ 2008 eU~~~~N Project Name: Paul Webster 4-bedroom residential mound ~s Owner's Name: Paul Webster Owner's Address: 1840 Co. Hwy D Emerald, WI 54012 Site Address: 1840 Co. Hwy D Legal Description: NE1/4 SE/4, Sec.31, T.31N., R.15W Township: Forest County: St. Croix Subdivision Name: Na Lot Number: ~ Na Block Number: Na Parcel I.D. Number: 014-1067-20-100 Plan Transaction No.: Page 1 Index and title Page 2 Data entry Page 3 Mound drawings Page 4 Lateral and dose tank Page 5 System maintenance specifications Page 6 Management and contingency plan Page 7 Pump curve and specifications Page 8 Site Plan Page 9 Attached Soil Evaluation Report Designer: Dale Hudson License Number: Date: 07/07/08 Phone Number: Signature;/~~ ~ ~~ et%~ 220853 (715)684-3378 Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB-10691-P (N. 01/01), and both SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST-SAS (01/81) and Pressure Distribution Component Manual Ver. 2.0 SBD-10706-P (N. 01/01) Version 5.1 (R. 06/06) _ Page 1 of 9 SEE CORRES ONDENCE Mound and Pressure Distribution Component Design Design Worksheet Site Inform ation (R or C) R Residential or Commercial Design 400.00 Estimated Wastewater Flow (gpd) 1.50 Peaking Factor (e.g. 1.5 = 150%) 600.00 Design Flow (gpd) 6.00 Site Slope (%) _ __ 97.75 Contour Line Elevation (ft) ' 14.00 ~ Depth to Limiting Factor (in) ---- __ 0.40, In-situ Soil Application Rate (gpd/ftz) D_ istribution Cell Information ~ 100.00 Dispersal Cell Length Along Contour (ft) _ x_1.00 Dispersal Cell Design Loading Rate (gpd/ft2) '___ 1_~ Influent Wastewater Quality (1 or 2) (C or E) x y.3Y ~- I ~~ ~~6 1 c ~•6~ x Pressu re Disribution Information __ c Center or End Manifold 3.00 Lateral Spacing (ft) 4 ~ Number of Laterals ---- _ _ 0.125 Orifice Diameter (in) _ 2.50 Estimated Orifice Spacing (ft) _ 2.00 ~ Forcemain Diameter (in) _ '~~ 190.00 Forcemain Length (ft) _ i,___ 89.00 Pump Tank Elevation (ft) 6.50 System Head (ft) x 1.3 10.21 Vertical Lift (ft) 4.38 Friction Loss (ft) 0.50 In-line Filter Loss (ft) 21.59 Total Dynamic Head (ft) Lateral Diameter Selection in. dia. o tions choice _~ _ _- 0.75 - { 1.00 x _.- --- 1.25 1.50 X ~~ x x ~ _~ 2.00 x _ _~ 3.00 x Note: Sand fill (D) calculations assume a Table 83-44-3 in-situ soil treatment for fecal coliform of <= 36 inches. 6.00 Cell Width (ft) Are the laterals the highest point ____ in the distribution ~ Y__ network? Enter Y or N If N above, enter the elevation (ft) of the highest point ~ -_ -~' 7.50 ft2/orifice Does the forcemain drain back? j - Y_ ~' Enter Y or N 30.99 Forcemain Drainback (gal) 62.87 5x Void Volume (gal) 93.86 Minimum Dose Volume (gal) 32.95 System Demand (gpm) Manifold Diameter Selection in. dia. o tions choice ---- -- 1.25 x x __ __._ 1.50 x ___ ___- , 2.00 ' _..~ ~- 3.00 ~ Gallons/Inch Calculator (optional) Treatment Tank Information __ _750.36 Total Tank Capacity (gal) 3000.00 Se t~~ic Tank Capacity (gal) __ 37.00 Total Working Liquid Depth (in) Wieser Concrete -1,Manufacturer 20.28 gal/in (enter result in cell 649) Dose Tank Information Effluent Filter Information r - __~ _~ 750.36 Dose Tank Capacity (gal) ~SIM/Tech Filter Manufacturer 20.28 Dose Tank Volume (gal/in) 'STF -100 Filter Model Number Wieser Concrete _ _7 Manufacturer Project: Paul Webster 4-bedroom residential mound Page 2 of 9 Mound Plan and Cross Section Views Observation Pipe ; • ; • ; ~ • K ,,. ..,... •. .ti.•, .ti.. ....:................,.....•..•. .:::'"•' :' •titi:'•''~'' 5 .•• ~~ ~: .~'J4: 'f' • -r_ I L Mound Component Dimensions A 6.00 ft E 26.32 in B 100.00 ft F 9.25 in D 22.00 in G 0.50 ft 600.00 (ft2) Dispersal Cell Area 6.00 (gpd/ft) Linear Loading Rate H 1.00 ft K 11.35 ft z 12.67 ft L 122.71 ft J 7.89 ft W 26.57 ft 1867.38 (ft2) Basal Area Available 10.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 101.35 (ft) iI~ G teral F , .:::::: Dispersal Cell 100.08 (ft) La 99.58 (ft) -- - ~ ~ ~ ~ ~ Invert Dispersal Cell :~:~:~:':~::'E~ '~~~~~~~~~'~'•'~'~'~~~•. ~ Elevation .~' D•:•:•'•~~~~~:::::~:~~'~'• _~..: •.. ~. • ~•~,~.,]., ] ~ ), ; ]. ~ i.. ~. }. i. ';. ;]~ ;],-;,.` a. -]. ].. a ~. ~. ;. a. ;~ ~. ], , •, Ay~ ~ a, ,~ : '].`~ ). ;~~ ], ] -] of ] a 4 a. ~ 1., ). " • -• -• • - ~ ~ ~ - - - - 97.75 (ft) Contour Elevation 6.0 % Site Slope /~ Geotextile Fabric Cover Shading Key 1^_ Topsoil Cap ~ 0 Subsoil Cap ©0 ASTM C33 Sand -5` ~'=:~• Tilled Layer ^5 ~:0 Aggregate '~ c. ~ Dispersal Cell c N o '' ~ 5 ~r: •r;r ~:~:' ~ ti ~ a ; f; . c] 0.5 ft '•::: 'Typical Lateral ~ ~ ~ U~, A --~7~ See lateral details on Page 4 for number, size, and spacing of laterals. Laterals are equally spaced from the distribution cell's centerline in the distribution cell (Ax6). _, -+ _f -1 Project: Paul Webster 4-bedroom residential mound Page 3 of 9 Center Connection Lateral Layout Diagram Force main connection via tee or cross to manifold at any point. I~ P •=Turn-upm'ball valve or Ifs{-~IEsl2 I s12-~I cleanoutplug Holes drilled on the bottom of the lateral. Laterals & Force main of PVC Sch 40 per COMM Table 84.30-5 Laterals are identic al S Number of Laterals 4 Orifice Diameter Lateral Diameter 1.25 in Orifice Spacing (X) Lateral Length (P) 49.34 ft Orifices per Lateral Lateral Spacing (S) 3.00 ft Orifice Density Lateral Flow Rate 8.24 gpm Manifold Length System Flow Rate 32.95 gpm Manifold Diameter Total Dynamic Head 21.59 ft Forcemain Velocity Dose Tank Information Electrical as per NEC 300 and ~ Comm 16.28 WAC ~ Disconnect ~- Tank component is properly vented Wieser Concrete Ca aci 750.36 Volume 20.28 Manufacturer Gallons gal/inch A B C D Dimension Inches Gallons A 19.87 403.00 B 2.00 40.56 C 4.63 __._ .. 93.86 D 10.50 212.94 Total 37.00 750.36 3" Bedding under to Project: Alarm Manuafacturer ~SJE Rhombus ~ Alarm Model Number !Tank Alert SJE1011421 __ _ __ _ __ Pump Manufacturer Goulds ' Pump Model Number EP05 Pump Must Deliver 32.95 gpm at 21.59 ft TDH Paul Webster 4-bedroom residential mound 0.125 in 2.53 ft 20 7.50 ft2/orifice 3.00 ft 1.25 in 3.37 ft/sec Locking cover with warning label and locking device and sealed watertight i 4 in. min. ~- Alternate outlet location Forcemain diameter ~ 2 in. Weep hole or anti- siphon device P, ump off elevation (ft) ~--'-- 89.88 Do~ nk elevation (ft) 89.00 Page 4 of 9 Mound Svstem Maintenance and Operation Specifications Service Provider's Name !_ __ Dale Hudson ~ Phoned 715 684-3378 POWTS Regulator's Name r_a St. Croix Countr~Zoning Dept. Phone 715 38) 6-4680, Svstem Flow and Load Parameters Design Flow -Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow -Average 400 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 3000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 600 ft2 Maximum FOG 30 mg/L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency Septic and Pump Tank Effluent Filter Pump and Controls Alarm Pressure System Mound ti Ins ect and/or service once eve 3 ears Should ins ect and clean at least once eve 3 ears Test once eve 3 ears Should test month) Laterals should be flushed and ressure tested eve 1.5 ears Inspect for pondin~ and seepage once ev~~ears__ I Miscellaneous Construction and Materials Standards 1. Observation pipes are~slotted and materials conform to Table Comm 84.30-1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn-up Detail Finished .,~~~~........ ............... Grade ~~ :::: 6-8" Diameter Lawn ~ ~ ~ Threaded Cleanout Sprinkler Valve Box ~ ~ ~ ~ ~ Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: Paul Webster 4-bedroom residential mound Page 5 of 9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals [SBD-10691-P (N.01/01), SSWMP Publication 9.6 (01/81), and Pressure Distribution Component Manual Ver. 2.0 SBD 10706-P (N. 01/01)] and local or state rules pertaining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 8-inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. Intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 1/3 the liquid volume of the tank. If the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October-February) dictate that the mound be heavily mulched as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BODS, 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L BODS, 30 mg/L TSS, 10 mg/L FOG, and 104 cfu/100 mL for highly treated effluent. Influent flow may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Contins~encv Plan If the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. If the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component(s) shall be immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Pretreatment Units The information and schedule of mananagement and maintenance for pretreatment devices such as aerobic treatment units or disinfection units are attached as separate documents and are considered part of the overall management plan for this system. Project: Page 6 of 9 ~GOULDS PUMPS Submersible Effluent Pump 3871 EP05 APPLICATIONS Specifically designed for the following uses: • Effluent systems • Homes • Farms • Heavy duty sump • Water transfer • Dewatering SPECIFICATIONS • Solids handling capability: '/:" maximum. • Capacities: up to 60 GPM. • Total heads: up to 31 feet. • Discharge size: 1'/z" NPT. • Mechanical seal: carbon- rotary/ceramic-stationary, BUNA-N elastomers. • Temperature: 104'F (40°C) continuous 140~F (60°Q intermittent. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. • Fully submerged in high grade turbine oil for lubrication and efficient heat transfer. Available for automatic and manual operation. Auto- matic models include Mechanical Float Switch assembled and preset at the factory. FEATURES ^ EP04 Impeller: Thermoplas- tic Semi-open design with pump out vanes for mechanical seal protection. METERS FEET - 10 ,2./.59' a Motor: T LD ,;. _ • EP04 Single phase: 0.4 HP, 115 or 230 V, 60 Hz, 1550 a RPM, built in overload with o automatic reset. • EP05 Single phase: 0.5 HP, a o 115 V or 230V, 60 Hz, 1550 ~ RPM, built in overload with automatic reset. • Power cord: 10 foot standard length, 16/3 SJTOW with three prong grounding plug. Optional 20 foot length, 16/3 SJTW with three prong grounding plug (standard on EP05). 2002 Goulds Pumps cttective September, 2002 83871 ^ EP05 Impeller: Thermoplas- ticenclosed design for improved performance. ^ Casing and Base: Rugged thermoplastic design provides superior strength and corrosion resistance. ^ Motor Housing: Cast iron for efficient heat transfer, strength, and durability. ^ Motor Cover: Thermoplastic cover with integral handle and float switch attachment points. ^ Power Cable: Severe duty rated oil and water resistant. ^ Bearings: Upper and lower heavy duty ball bearing construction. AGENCY LISTING SP' Canadian Standards Association Goulds Pumps is ISO 9001 Registered. i 9 , _ __ -_. 30 - _. i .--__ _. - -- ~ _ f-S GPM 8 .SFT 25' 7 6 20 __. _ i 5 r__._. _ ~._ 4 _ _ _, ; ~ _. ! EPOS _.. j. _._ _ -- f ! _ EP04 ' 2 1 5. _ __ ___. _.. _. ___ _ ~ - i_ _ __. ----__ ..__ _ ~- i ', 0 00 _ _ 10 i __ _. 2.0 -_ -....__ .3.0 __ ....__4 _....___ . _.. - 0 50 GPM 3~.9sg,,o ...r..~rn,~MU.~, dsc~a.~ c ~~ ie~ya,-~c~ _ 0 2~ 4 6 8 10 12 m~/h CAPACITY Goulds Pumps 4/~J ITT Industries ~ ~~ 7 0-x'9 .' .~~ - sconsfn Department of Commerce I'livicinn of R~fefi. ~nii RniWinnc SOIL EVALUATION REPORT in accordance with Comm 85, Wis. Adm. Code #45 Page 1 of 3 Northland Plumbing, Inc. Attach complete site plan on paper not less than 8% x 11 inches ' .Plan must ' County St. Croix t (B di ion and inGude, but not limited to: vertical and horizontal reference po D Parcel I percent slope, scale or dimensions, north arrow, and location dis o nearest road. . . ~ ~~~ ~~ 7- oCA r~ Please print all information, viewed Date ~ Personal information you provide may used s. 1 )). g Property Owner Pro Location Paul Webster Govt. Lo NE1/4, SE1/4, S31, T31N, R15W Property Owner's Mailing Address Lot # ( ~J Block # Subd. Name or CSM# (~ ,, ~ " 1840 CTH D ~ GG'~.c0 7 ~^fit ~l.~Q/K.1 City St a Zip C~ e o ber City ^ Village ®Town Nearest Road Emerald WI 5401 Forest CTH D ^ New Constru lJse: ®Residential /Number of bedrooms 4 Code derived design flow rate 600 GPD ®Replacement ^ Public or commercial -Describe: t materi acial Till Flood plain elevation, if applicable fl. General comments `l'Zal~7 P Y ,> bps ~'~„ and recommen lions: Q /~ "'.: ~'n.~~^~,.q„~ c~~' ~j ~ ~o ,.lei a~~ • ',,~ t ~ ' t' C ,r a d._ ~ w 1, r ~ V Boring # ~ Boring ® Pit Ground surface elev. 98.79 fl. Depth to limiting factor 20 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GP D/ff in. Munsell Qu. Sz. Cont. Cobr Gr. Sz. Sh. "Etf#1 'EfiN~ 1 0-8 10YR3/2 none sil 3sbk mvfr cs 2m .6 .8 2 8-16 10YR5/3 none sil 2sbk mvfr cs 2f .6 .8 3 16-20 10YR5/4 none sil 2sbk mvfr gs 1f .6 .8 4 20-28 10YR5/4 10YR6/8fif spots scl 2sbk mfr cs if .4 .6 5 28 10YR5/8 IOYR6/8fif spots sc Om mfi cs 0.0 0.0 Boring # ®Boring ~ Pit Ground surtace elev. 96 ~ ft. Depth to limiting factor 18 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consisten Boundary Roots GP Dlits in. Munsell Qu. Sz. Cont. Cobr Gr. Sz. Sh. *Eff#1 'Eif#2 1 0-7 10YR3/2 none sil 3sbk mvfr a 3f .6 .8 2 7-18 10YR5/3 none sil 2sbk mvfr a 2m .6 .8 3 18-27 10YR4/6 10YR6/8f1f spots sc Om mfi a 0.0 0.0 4 27-37 7.5YR5/8 np~e - s Osg mfi cs .7 1.6 S 37-48 10YR5/8 10YR6/8fif spas sc Om mfi cs 0.0 0.0 Effluent #1 = BODS> 30 < 220 mg~L nd TSS >30 < 150 mg/L " Effluent ;#2 = BODS <_30 mgll and TSS <_30 mg/L CST Name (Please Print) Signa CST Number Michael J. Myers 267985 Address Northland Plumbing, lnc. Date Evaluation Conducted Telephone Number E 1556 State Rd 64 Boyceville, WI 54725 7/27/07 ?/,S = u s -'~/~r Z~ - ~ SBIY8330 (809/00) Property Owner Paul Webster Parcel ID # Page 2 of 3 ,~, t 3 Boring # ^ Boring pit Ground surface elev. 97.81 ft. Depth to limiting factor 16 ~ in. ® Soil Application Rate Horizon Depth Dominant Color Redox Description Texture ,~;&k~ucture Consistence Boundary Roots GPDIYP in. Munsell Qu. Sz. Cont. Color Gr.~ Sh. 'Eifatl •Efl#2 1 0-8 10YR3i2 none sii ~ ~~ 3Sbk ,~. mvfr cs 2f .6 .8 2 8-14 10YR5/3 none sib <.~`"' 2sbk mvfr cs if .6 .8 3 14-16 10YR5/8 10YR6/8flf spans s~l"~` 2sbk mfi gs .4 .6 4 16-28 10YR5/8 7.5YR5/6fif spots sd isbk mfi a .2 .3 5 28-32 10YR6/8 none s Om mfi cs .7 1.6 ' Effluent #1 = BODS> 30 < 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BODS < 30 mglL and TSS <30 mglL The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777. 07/03/08 THU 14:59 FAX 715 386 4686 .` pf~riy plyner paui IlVebst~er Parcel ID ~ CfZj 0 0 3 Page 2 ~ _~ f ~ Boring ~ in. Ground surface elev. 97.81 ft. Depth to timking factor 16 ®~ Application R l Redoxpeacriaion Texture onststenae t4oundary Roots GF' Nft~ Horizat DepBi in. or DorM~ant Co AAururell Qu. Sz. Coast Color '~3~~. 'Elfs'f •Ef~2 1 Q-8 10YR3/2 bale Sal ~,~ 2 8-14 10YR5/3 none ~f 2sbk ~ cs if .6 .8 3 1416 10YR5/8 loYR6/8flf spots .~, ''~, 25bk mfi gs .4 .6 4 16-28 1aYRS/8 7.aYR5/6f1f spots sd lsbk mti cs .2 .3 5 28-32 10YR6/$ none s Otn mfl cs .7 1.6 Effluent tM1 : BODS> 30 < 220 n1g1L and TSS X30 a 150 mgil. • EflN,ent ~ _ [iADs < 30 mg1L and TSS <~30 mglL The Deparbnent of Commerce is an equal opportunity service provider and employer. If you need assistancz to access services or neEd material in &n alternate foment, please contact the department at 608-266-31 S 1 ar TTY 60&2ti4;87'l7. '. ~n+v c, l~ ~.35'~ER '~ N E'~~ Sc `1.q~ S 3{ ?3 I rI R t 5 v~ ~u2E5T Tew~sSN~tr~ I'i S -~. C e.o tk Ccsv a T s`k ~`~ ~ ~~ - - ~2on' ~- - - - _ q~,gG, ~No~pE q7, ~9 `~ - ~ - ~ / ~ - - - - - 8~ ~ , `~ 9 ~,8r i ~ 9S,~q" ~~,~.~ rt ~~ tt~sE ~,v `~3t'11.~'l = tvo,o' = I~~~ ~urtsr~E a~ 'v'~'~P ~{av S E 'I bl = 98,~R 82= 9c~,~6' 33 = 9~,8{' ~~~ ~~ {TS I ~ ~~ C4'( zk'1985 '4' 1~DR1K ~{vu ~~~ ~ Sc ~ > r5c~ ~'' .4a -~. ~o b' GM2-aGE ST, CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM OwnerBuyer Mailing Address Property Address (Verification required from Planning & Zoning Department for new construction.) City/State~_,~~y'Q~~ ~'. Parcel Identification Number (~/~'~/D~~ 7-~d ~/G~ LEGAL DESCRIPTION Property Location /y ~ '/4 , ~'/4 ,Sec. ~, T ~/ N R /JN' W, Town of p ,r' e. ~, Subdivision Certified Survey Map # Warranty Deed # Spec house yes no Lot # Volume ,Page # Volume ,Page # Lot lines identifiable ye no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system Owner maintenance responsibilities are specified in §Comm. 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on-site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Deparhnent of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Planning & Zoning Department within 30 days of the three year expiration date. I/we certify that all statements on this form are true to the best of my/our knowledge. Uwe am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Number of bedrooms SIGNATURE OF APPLICANT(S) /_/_ DATE ***Any information that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. *** Include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. (REV. 08/05) DOCUMENT Nc. -, ~I 1KARRANTY i6G~ ~{;{ T111S SPACE RESCfi \•ECl rC)R RCS=ORO•rl~ [).iA • 1i CTATF_ RA.R _.QY• WTCf`IINtYY~Y i:~llRibi. r- 1gA$. 1 it Yt1t ~PAci= ~~ ; ;i II r'~-rs<:t.-.}~~'ti Anw_l As._n lc Af.'~~rlar~W.inri_ st ha nlrino r~rnnrni-inn II ~ c~~yi`~~~~~~~ ~~~~~~ ---- ---•--------- ---•-------------------- -----------•-----•------------------•---- - ~ Nt1V 3 £~ 3992 conveyo and warrants to _..Pa.ul_•L.__Webster__and-_Roxanno-C._-~~1e3~te , of 22:00 A.M husb~i.nd and arife_-as._ sLtrvvo;-srip mars tal property _ ~ ,~ • ._ •.. . ~ II ........... ~~ v +t St Croix the following describ..{i-real estate in .---• •- ------ -------• .------_- ..--..-- ...Guutttyi I -ti State of Wisconsin: `f • G Taz Parcel Nr. -°---------- ---------------- Ij Pa1•t of the Southeast Quarter (SE' 1 /1F} a£ ..,e.~tion ~i T.lai r±1v_nrla (,~-I } ~ T a11' ~ Th r ~.y_.~ro a.~ ~ : 6.. .. - li Fifteeli (15) W, described as follows: rj Commencing at the Northeast corner of ~ .said. Southeast Quarter (SE 1/~.), thence West ';• a~cng;the existing fenceline, a distance of 2734..feet; more. or less; thence Sly ;: along existing fenceline, a ~i..tance o£ 1907 feet, more or less; thence Ely along (I existing fenceline, 910 feet, more or less; thence Nly along existing fence, 11L,.? ii _ feet, more Ql' lP~?s ; thenoe Ely, :a1or_g. axis±i.,g £Pnpca .:ling ~ /. ~? ~`cag~ J_. ffi^r•o Or l oga ~ tf 1 1.11C1ttiC JL' ly , CtltJrtg Gac.i.::s iiii~ i CrtCG, i.~:oo %et3 c, more Or 98s 'c0 8 point in Lne CeriL6r- ~~ line tq the East line of said Southeast Quarter (SE 1/!,.); thence NoI"th along the i East line of said Southeast Quarter (SE 1 /!,.) , _10!jb fast ; ~orA nr legs to the pon'a ~ nf_.._hao_i..nai-n o._ .nn~ci.n+.-i_nn....c.f...n..~..r...~xi..nn #_el<r _-l] ~.. o...++se... ... _._.. _.-- :... _.... _.. ___...n -_ _ _ .. _ _ ._. _ li ... :. 11 - ~~ _ - _ 4 I ~. ~I ~~ ~, :! F __ ii .This __-_-___1S_110.t_:__._._ homestead proTs.rty. - ~' (isX (i not) '1 Exception to warranties:. Subject to easements and .rights of •way of record, conveyances for hign;~ray purposes, murticipal and zoning ordannces. t~ II I~ (`~ - ..._..., 19:..92... Dated this .-_..,_-•---.c7~.~~... ...................... day of .-- ------..-...-----`~-f.,~q-~4~-•----•----••-•---•-••-• ,~ ! FIRST NATIQlII>,L~BANK O~ GLENWOOD ~ ~ t' I _8~.~......_..:`:.~_ ....Z....~~' (Atlr??~ ...............(SEAL) .~Y.'..._~!7a...........-.............(SEAL) ,~, ; _- _:fohn Ts-.~ Larson, .Vice-President ,~ Glad s Be..t Cashier - I ........---•--•-•-•--...-•--••-----•----•--- •--•••--• -•--••--- .....J' -------------~. ...... . •--•--,..__....-• ..............:................ (SEAL) .:..- -- ---------= --•-~-'-----•------•--......_........... ...... (SEAL) '~ AUTIIENTICATION Si.gnature(s)_ ~~----- ---------------•-----•---- authenticated this .._.....day oY...._.._.... ......_.., 19._..._ TITLE: MEiYIBER STATE BAR OF WISCONSIN (If not. ------•-----------------------•--------------------= auttivrized b ~- y § 40(1.06. Wis. Stets.) 1 THIS INSTRUMENT WAS DRAFTED BY Francis X. Rivard ----------------------GlenwDnr3_.Bity..-3~Z.-Sl,.G13---_..-•--- -. ' {Signatures may be authenticated or acknowledged. Both are ttot necessary.) ACKNOWLEDGAxENT STATE OF WISCONSIN S ss. St . Croix -County. J Persona.ly came before me t.lis L3rv...day of ... OctobP.r_ _- _ _~ ,3.92 __ the above named - ---•--- .................................. --Gladys Best---- --------------- - - ---_ .. ----------- --- - z ~ -••--••-- ----- -•---- _ .. _......._ ttJM'tJtaM:rJ u`*'~i~~i~ ....... .... .. ...... to me known•tA`' beSth~sA~sn4tr_~.5... avhn nxecuterl the .ai•a,=,vir~; m ~ate~u~ ~~~~,-sioy letige tnc. same. t a _..... Lcr~ Notary Pi My Comn date: .__-_ =idamea of pcTaons ai>cninQ m any capacity eiloml .-.ed ar princes bciuw their eu[nncara. - WARitANTY DEL'D ~ aTATB flArt O?- W[SCON[iiN 3-Ft.._S ..................... Cta14f~ not, state c~piration '~ ~-1?~, ----••-•----------• 13...9_.) Wisconsin l.~gil Rlynk Cn .Inc MliwnllkaR Wlcrnn S.n r~, GOULDS PUMPS ^ Shaft: Corrosion-resistant, stainless steel. Threaded design. Locknut on all models to guard against component damage on accidental reverse rotation. ^ Fasteners: 300 series stainless steel. ^ Capable of running dry without damage to components. ^ Designed for continuous operation when fully submerged. WE Series PROSURANCE AVAILABLE FOR RESIDENTIAL APPLICATIONS. APPLICATIONS Specifically designed for the following uses: • Hames • Farms • Trailer courts • Motels • Schools • Hospitals • Industry • Effluent systems SPECIFICATIONS Pump • Solids handling capabilities: '/," maximum. • Discharge size: Z" NPT. • Capacities: up to 140 GPM. • Total heads: up to 128 feet TDH. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. • See order numbers on reverse side for specific HP, voltage, phase and RPM's available. FEATURES ^ Impeller: Cast iron, semi- open, non-clog with pump-out vanes for mechanical seal protection. Balanced for smooth operation. Silicon bronze impeller available as an option. ^ Casing: Cast iron volute type for maximum efficiency. 2" NPT discharge. ^ Mechanical Seal: SILICON CARBIDE VS. SILICON CARBIDE sealing faces. Stainless steel metal parts, BUNA-N elastomers. MOTORS ^ Fully submerged in high- gradeturbine oil for lubrication and efficient heat transfer. ^ Class B insulation on '/s-1'/z HP models. ^ Class F insulation on 2 HP models. METERS FEET 40 130 120 35 110 ~n~ 100 w 2S 80 ..~. _ ~ 20 70 ~' - EQ° H i°.__. ~. a } 603 :... . _ __ o 15 _ 50j WE05H 0 401~~ _. ...... 10 sl- "i 1 i-' Submersible Effluent Pump ~~ .. --l-~f-sGPM can be operated continuously without damage when fully submerged. ^ Bearings: Upper and lower heavy duty ball bearing construction. ^ Power Cable: Severe duty rated, oil and water resistant. Epoxy seal on motor end provides secondary moisture barrier incase of outer jacket damage and to prevent oil wicking. Standard cord is 20'. Optional lengths are available. ^ 0-ring: Assures positive sealing against contaminants and oil leakage. AGENCY LISTINGS S ~ ® Tested to UL 778 aril csa zz.z toe standards ey Canadian standards c us Jlssociation Fle #[R38549 Goulds Pumps is ISO 9001 Registered. '...i. 'SERIES' l.._ ...(SIZE:'/~ 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 GPM ~ 5 10 15 20 CAPACITY 25 30 35 ms/hr Goulds Pumps Single phase (60 Hz): • Capacitor start motors for maximum starting torque. • Built-in overload with automatic reset. • STTOW or STOW severe duty oil and water resistant power cords. •'/sand th HP models have NEMA three prong grounding plugs. •'/, HP and larger units have bare lead cord ends. Three phase (60 Hz): • Class 10 overload protection must be provided in separately ordered starter unit. • STOW power cords all have bare lead cord ends. ^ Designed for Continuous Operation: Pump ratings are within the motor manufacturer's recommended working limits, © 2003 Goulds Pumps Effective July, 2003 wvvw.goulds.com ITT Industries