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HomeMy WebLinkAbout008-1949-70-300.sin Department of Commerce PRIVATE SEWAGE SYSTEM ,cy and Building Division r INSPECTION REPORT GENERAL INFORMATION (ATTACH TO PERMIT) Personal informgtion y0~:i provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)J. Permit Holder's Name: City Village X Township Johnson, Quinn Eau Galle Townshi CST BM Elev: Insp. BM Elev: BM Desc /cID,D ~ ~ ,~ ~ TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY Septic , , ]~~~' ~ (/~~( /n ~ ,\ V V Dosing mil, ~-~I" ~ ~ Aeration - Holding _ _:,.~ _` TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Septic y ~S r ,~ r ~ W 1 `~ ~ Dosing ~„ ~~ .. Z~ ~ Aeration ~- Holding _ _-- - PUMP/SIPHON INFORMATION Manufacturer A (~ G ~ Demand S GPM_p Model Number 3~, ~O S ~• J~H Lif~ Frictior~o~ System Head ( 'am TDH Ft Y •~~ ~" e 'S ( ~'S ~ orcemain Length 1 ti S ia. ~ H Dist. to Well , y~ 1 TT SOIL ABSORP I SYSTEM County: St. CfOIX Sanitary Permit No: 420334 0 S to Plan ID No: ` ~~~~4= ins • /ie .'~ 1 Parcel Tax No: 008-1949-70-300 TATION /? ~ BS HI O (ai.3 FS ELEV. 8 . o Benc ark Q _ ~ (~'~ / /-~ / / / /~ Alt. BM uuti cf. /47- I Bldg. Sewer ,3 ?• 1- SUHt Inlet /y,75 ~j'G. ~.~ SUHt Outlet ~ `,_.~ Dt Inlet ~ Dt Bottom / 8 ~3~ ~~. / Header/Man. / ~ - C;.(~/ Dist. Pipe A 2- Sr ~ o3.5 Bot. System ,p 3.3~-( ~ p3.o1 F' al Grade ~~ w : U. ~. a~-~' ~I l2 -f t Co W GLilw;T Q 0 0 ~o- 6' Va ~~ ~s2f8 ~ , o ED ENSIGNS Width 1 Length t No. Of Taenehee -} a~ ~( PIT DIMENSI NS /9 No. Of Pits Inside Dia. iqui 1 ~O I4 ,e,r - `t' f SETBACK SYSTEM TO P/L LDG WELL LAK E/STREAM LEACHIN nufacturer: INFORMATION CHAMBER O T ype Of System: _ _ /~ D ~ ,r ~`> > ~~r r ~ UNIT Model r: LJIJ 1 RICO 1 IVIV J T.71 CIYI ~~ ~ t~ Header/Manifold Distribution I rl x Hole Size x Hole Spacing Vent to Air Intake 3 0 11 ' Pipe(s) O D Z ~ • 3' 1 It ~ 92 N _ Length Dia i. Length a Spacing I b 7 SOIL COVER x Pressure Systems Only xx Mound Or At-Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded/Sodded xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil ~~ Yes ~ No ~J Yes ~ No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: ~ f / 20 / UG,Z Inspection #2: /~~~ Location: 362 230th Street Woodville WI 54028 SE 1/4 NE 1/417 T28N R16W NA Lot 2 ~~~~ ks (~ arc No: 17.2 i6.252A20 ~j~ ~ ( ) 1.) Alt BM Description = I 0 f0~ -~ . ~~ ~ ~~W1 ~ ~ ~~~ ~ ~ 2.) Bldg sewer length =~~ ~ O - amount of cover = ~ .~ ~ //_ / / ~ I[~ ~3.) Contour= (O~~c~r ~- (o/~ 3/~ 3 G~~yL. 6GSa I v I n revision Required? Yes No ! ~ ~ ~ # ~ ', Use other side for additional information. ,_ ._ _ _ __ e!~ ks Insepctor's Signature Cert. No. SBD-6710 (R.3/97) a~9rf~ ~ ,7dtety atlo tAltlarrlgS L-YLIIW- 2(ll W. Washington Avc.. P.O. Box 7162 •-••••••'~ ~- ~'i~ C ~~C~~~,~ Madistln, WI 53707 - 71 62 Siu Address c ~ J+ De artment of Commerce ' • __~ Sanitary Permit Apglication S ~ 33 in accord with Comm 83.21. Wis. Adm. Code, ptrSOnal it prrBQ~fa'y~t'~oY. ~ (] Check if Revisioc[ ' rna be usai for ~ c _ i5. 1 ml, _. I. Apptieation InformatIoa -Please Print All Inform 'Olt Stan Plan I.D. Number ~ Kf~33 __ P t?waer's Name ~ ~", l rope ~{`~~ t:f. Parccl Number P rty Qwrtcr's Mailing Address S~ ~' `' ' ~ ,_ ~, . PrOpe[ty I,oppon ~ ~,~-~ • = n ~ ~_. ~~ _ , ~ G is (~ ~: ~,f ; S_ ~ T d a N, R E City. Stau Zip Code Phone Number L,af7~ber Block her Subdivision Name _-' CSM Number Ot.L of Balding (check all that apply) ~S (]Ci[y ~ / , Lit ar 2 Family Dwelling -Number of AMroorns ____ _ CYCD+~S • ____.._ -- 1'Kt ____ []Viriage- _ - _ . _ ll U publiclCommcrc'~ ___- _ _ _. _ _ / ~ ovmship ~~ /.1-`( ~ ~._ ^ StatcOwncd 'tC sa, IM.ou.~ ~ ``D 4 = ~-°~2~f`t N t Road • 3U ~`` __~ v~ ___ III. Type of Permit- (Check only one box on tine A (atunberiag scheme for internal tee). Complete line B if applicable) A I ew Z 0 Replacement System 3 ^ Replatxmem of 6 ~ Addition to For County use stem Tank Onl S snetn Permit Number Date Issue[I B. ~ Chtxk if Sanitary Permit Prty"wat)Y Tssued N. 'Type of Permit: (Check all that tlpply)(n scheme is for internal ase) ~jfr d4 ^ Non -Pressurized LrGround 21 ound d7 ~ Sand Filter 50 ~ Cor[snvcttd Wedar[ci ~ ^ Pressurized in-Ground 41 ~ Aokiittg Tank 48 ~ Single Pass Sl ^ Drip Line 45 ~ At-Grade d6 ~ Aerobic Trn~ent Uni[ 49 C~ Rericcuia[ing 3b n Other , ~_, _ V. rsal/7}Eahttent Alta InforiRlNOn: __ - . - Flaw (gpd) ~ ~ Area ~~ Area Soil Application Percolation Rate Ft) CMin./Inch) s/Sq /Da y yals gate(C stem Elevation Final Grade Elevation _ . / ~ / JJ ~./ ~) l / YI. Tanit Info _ Capacity in t,:alloas Taal Gallons Number of Tanks ManuCaehuer Prctab Concreu Site Corutnrcted Steel Fiber Glass plastic Ncw Existing Tanis Tanis ~ Septic or lioldintt Tank ~~ U G U ` ( ~ i L S' G ~? _ _ Dosmg Chamber (J - - l ~ __. ---- VII. Responsibility Statement- 7, the ttnd etE, ndbllitp for i~nstalation of the POWT'S shown on the attached pleas. Plumber's Name Print) Plum s Sig~tu RS Ttumbcr IIus[[[ess Phonc Numlxr Plumber's Address (Street, Ci Start, ode) VIII. Coon /De artment Use Onl _~ _ _. _ - - Sanitary Permit pet (includes Groundwater Dau Issued Issuing Agent Signature (No Stamps) ~.Approvcd 1 ~ Disapproved Surcharge Fee ~ ~~ C)wner Given Initial Adverse ' 32~~_ _ ______ Dcutrr[ination _ _ I ~-}-- --- - __ _ IX. 4Ondi o~PProvaUReas_oas for isappro ~ I _- O~ ' ~ ~' F/l~t 11 1 V c~ (n~__ __ ~ I I --•~- ~, ~ ~a,y~, '~tt~a- pltma tto the cona[~ for the s~taa m paper net less than 81/2 a I I caches in sde a~ SBD-b398 (R. OS/Q2) r ~ ~~'~ _ ~_C ) Gf51Z .~ Scale 1 "= y.~' 3 3DQ~ ~owi E 7A~oF y`'~?U C nT nm DT TAT ~~ ~o N oT CO}"1.1~ ~-`r \zo ` or o~ b `s`N~ z'pvc F.-ti. .r.~s ~u°A QQ ~~-__ ~s' ~-_aq ~~1 B3-~ WOObEV ~~~ Soo N ~`~SI !~\ZU1~lti2 O~?~t~l UU~ ~ `g~'1s~- I - ~t.10 0.0~ d~ 5 _" Tf'(~-~ , 31~_" D I A . P.\/C ~1~ ~ !^~/ L ~T_ H =_ __:- -- -- ------ ~~ y ~L -~ s •, 2 F N ~- O ~ rJ N~ za~ NOTES: 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( 2 required). 3. Septic tank to be ~pC~U16S 0 gallon capacity manufactured by w ~~~Z eU~ e..~Z~~ W ~ ~} -1 y UO Z-~~L F1 t-`I"t~12 4. $ench marks ~ Ste' Pn3UV~ - ~5. Divert surface',water around system to prevent ponding at the uphill side. Page 3 of 7 ~scons~n ,..r Department of Commerce '' 17 6 2002 r. C; ;Cii.. C~ iU -- w.ii"c(t ~ ~cr ~,~.~.~ Y Safety and Buildings 401 PILOT CT STE C WAUKESHA WI 53188-2439 TDD #: {608)-264-8777 www. commerce.state.wi. us/sb www.wisconsin.gov Scott McCallum, Governor Philip Edw. Albert, Secretary July 22, 2002 CUST ID No.691727 ARTHUR L WEGERER WEGERER SOIL TESTING & DESIGN SERVICE PO BOX 74 RIVER FALLS WI 54022 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/22/2004 A7TN: POWTS Inspector ZONING OFFICE ST CROIX COUNTY SPIA 1101 CARMICHAEL RD HUDSON WI 54016 SITE: Quinn Johnson 230 St Town of Eau Galle St Croix County SE1/4, NE1/4, S17, T28N, R16W FOR: Object Type: POWT System Regulated Object ID No.: 863 i 51 Description: 450 gpd design wastewater flow mound system. Identification Numbers Transaction ID No. 772789 Site ID No. 648333 Please refer to both identification numbers, above, in all correspondence with the agency. The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative 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. 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 "Mound Component Manual for Septic Tank Effluent for Private Onsite Waste Treatment Systems" SBD- 10572-P (8.6/99) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems" SBD-10573-P (R.6/99). • 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. In addition, the owner must insure that the operation, maintenance and monitoring duties as described in section VIII of mound component manual are complied with. A copy of this information must be given to the owner upon completion of the project. • Maintenance information must be given to the owner of the tank explaining that periodic c tty~of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product app~va~iti~s,_ • A Sanitary Permit must be obtained from the county where this project i locat`~~~g r~ the requirements of Sec. 145.135 and 145.19, Wis. Stats. O,yORj,~~~ • Inspection of the private sewage system installation is required. Arrangements ec~~i shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2 is. Stats. 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. All permits ARTHUR L WEGERER Page 2 7/22/02 required by the state or the local municipality shall be obtained prior to commencement of - ' construction installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes 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 to me 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 aze responsible for the installation, operation or maintenance of the POWTS. Sincer y, Fee Required $ 175.00 Fee Received $ 175.00 '~n~ ~~'L~" Balance Due $ 0.00 Thomas J Perkins POWTS Plan Reviewer ,Integrated Services WSMART code: 76;3 (262)521-5064 , 7:30-4:00 tperkins@commerce. state.wi.us cc: Leroy G Jansky ,Wastewater Specialist, (715) 726-2544 TITLE SKEET Page ~ of 1 BOUND SYSTEM FOR A 3 BEDROOr1 RESIDENCE This plan has been prepared in accordance with the Mound Component Manual SBD-1057 P and the Pressure Distribution Manual SBD-10573-P C CZ. b! q°t~ C ~~. b 14 q LOCATED I~1 THE S E 1 /4 OF THE N~ 1 /4 OF SECTION \1 , T z8 N, R ~ 6 tJ, TOWi+T OF ~) G~LL~ ~ S~-. e,~ LX COUNTY, WISCONSIId. INDEX PAGE 1 of 7 TITLE SHEET PAGE 2 Of 7 SYSTE~1 MA?~1AGEMENT PLAN PAGE 3 of 7 PLOT PLAN PAGE 4 of 7 PLAN VIEW-CROSS SECTION PAGE 5 of 7 DISTRIBUTION PIPE LAYOUT PAGE 6 of 7 PUMPING CHAr1BER CROSS SECTION PAGE 7 of 7 PUMP PERFORI.IANCE CURVE PREPARED FOR ~ Ul 'til N ..~-~ tt-1V S O N___-_--.---- -1 U~ ~otZ~.,e.E _ __- Q~-I.p~V_1Y~ ~ L~IL S~UOZ PREPARED BY WEGEF~ER SL7 I L .TEST = NG AIYD . . DES = G~V S~RV S CE P.O. Box 74 421 Id.lfain St. River Falls, tdI 54022 Phone 715-425-0165 Fax 715-425-6864 .;o _V '2 OtiO~ yea ~cF JOB N0. ~~~ ~y,s ~~T'I~ ~~~ ~N,~/ ApTH,tq ~ ~ ~ WEG£HEA 2 D91S• ~ E..L`M STN *• • ~ Y y~ .-~'jO F Mound System Management Plan Pur-~uant to Comm 83.54, Wis. Adm. Code Page Z of 1 Sedti_ c Talk . 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. erating condition of the septic tank and . outlet filter shall be assessed at least once every 3 years by inspection. Th ouU f shall be cleaned as necessary to ensure proper operation. The filter cartridge should not be removed unless provisions are made to retain so i sin a an that m y s oug o e i er 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, Safety and Buildings Division. Pumo 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 S tem 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 for frost protection. Influent quality into the mound system may not exceed 220 mg/L BOD5, 150 mg/L TSS, and 30 mg/L FOG. 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 4 inches considered as an impending hydraulic failure requiring additional, mare frequent monitoring. General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manual [SBD-10572-P (R. 6/99)J arid 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. Contingency 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 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 logtion by increasing basal area ff tae leakage occurs or by removing biologically clogged adsorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. Questions about the operation or maintenance of this system should be directed to: The County Zoning Office at ~~,5-.3g b- U b8O S~' : e1~ ~~( " The system installer at '~ lS - {~ ~~ - 2.Z The tank manufacturer at X00`=-3_ZS Th ff ~J L e e luent filter manufacturer at _ ~pu- ~~ _ $ 7l(Z Z~~`rZ The pump manufacturer at "-- - fj 3Q _ $ ~_ ~g $ GOV~.pS - A7.f1T DT.~t~i ~ Scale 1 "= L~,Q' Page 3 o f 7 v ~, ~~.. ~- wo ooh o~ ti ~zo` or- ~o r~oT C0~1~Pre`I" z"PVC F.-`~. ~ b`~~ .S.. ~--- ~s' ~ ~~vvR. ~ `e~- / L ~u`~'N-•'l ~Z. 103-0, 5°Jo rv ~2csi ~~~~~21'Y UU ~~ ~`en~l- ~...to0.0' o~, ,_"_1'K~,~, sly"DlA. Pvc 'Qta~ wl~~T_H-------- _ _ _ ~ .. k _' - -- .~.-- 0 N~ ~' ~~ 2 N l- U NOTES: - 1. Elevations shown are existing ground elevations unless otherwise noted. 2. Install 4" observation pipes with approved caps. ( 2 required). 3. Septic tank to be 1~C~ 16S 0 gallon capacity manufactured by 4. $ench marks . S ~ -~UU~ 5. Divert surface water around system to prevent ponding at the uphill side. Page ~• Of ? P_pprovec S?nthetic Covering ASTi~i C33 Distribution Fipe Medium Sand Topsoil ~" --H - ,.,.. +~ IG . -J i ~~ p . E ,~. 3 u r ~• b S . °I° Slope Distribution Cell of ~ Force Main Flowed Z" to 2 Z" Aggregate From Pump Layer 0 Z.O Ft. • E Z• 45 Ft. CROSS SECTION OF A MOUND SYSTE;`i F p. `d Ft. ~ o,S Ft. A ~1 Ft. ~ H ~• b Ft. Linear Loading Rate= °l • 0 GpD/LN FT 8 S O Ft. • . Design Loading Rate= o . 3 GPD/SQ FT j Z~ Ft. J ~I Ft. • K `Z Ft. -e ~- . e-trt--- W 3 ~' Ft. .. ~ • ~ •Observatian Pipe ~ ~ K ~_- -_-- -_-- __--1---= -- -~ A o--~---- ~ ------- -----=--- -------------- ------ . -~6~ _ _ _ _ ~, Force MQin W L---~-- - __ -----~_---- ~ ~-~cc~s s~ ;~ . Distribution ~ ~ ~ ~~ 1 ~~ 2 Pipe Cell of ~ to •4 ~ aggregate • Observation Pipe U-acsbr secrorely) ' - PLAri ~IE''T OF A MOUND SYSTEt4 • Distribution Pipe Layout Page S of 7 Place the holes at the bottom of the distribution pipes at equal spacing. Remove all burrs from the pipe and holes. Extend the end of each lateral up with the use of Iong turn or 4~ ° fitting to a point within six . inches of the final grade. Terminate the ends of the laterals with a valve,:threaded cap or . threaded plug. Provide access from final grade for the valve, threaded caD or threaded plug. • PVC FuC Later( Manifold ~~ C ~ i-- Laterl x I xIZ I xf2 Lateral Length -`4~ ~ Lateral o- _ ' p h t°~'1.11 W ~ a-- -- x t}CL,~yS 'SOy; - -o ---0 PVC wQC~, y~~ i o- - ~a P ~ Ft. ~ ~ Ho]e Diameter i ~ ~ Inch S 3 Ft. ~ Lateral ~ ~ Inches) X Z3 InchPS Manifold Z Inches -- Force Main " ~ Inches ~ of holes/pipe l 3 ~ . .Invert Elevation of.Latera1sl03.~ Ft. 1.3X o.y,l = 5.33 x ~ = 31.9.8 GPM ~ .. _ - Combination Sept,3.c~.Tank and PUMP CHAMBER CRO55 SECTIOIJ AAJt) SPECIFICATIOluS' PAGE ,~ OF 7 tr.:3P~-~10~J p tPE '~ /1~'LCL-~l6 ttT ~P Ft iv tg~ G ~c'o E la'Mw. A,lR IlJTAKE -~ . LPL. a~ ~ ~ I>L1 L E T A rov / PP ed joint w/ PVC pipe LLEY.~~'96 fT.- I -- A a C ~ ~~ ~\~; ~PROViOE I AIRTIGHT SEAL I I ~I 1 I I it I I I PUMP --~ ~~~ Y~ MIA.1. 113" /"111J. - - ~~ I~ I ~I Approved I joint w/ j~~.ALARM PVC pipe Iv D ou ~ OFF ~~ S`1_ OU ~ ~ 1 i~ 'CODIOGKT~ I I ~• RISER EXIT PERM17fED 01.1Ly IF TA1JK MAUUFACTURER HAS SUGH APPROVAL 3~AVPRoyi<D • ~8a<pD s N4 SEPTIC F ~ SPECIFICATIOF~15 . DOSE TANKS MA-1UFI-CTURCR:w~~~ CU1yGZLz.T~, IJUMgEA OF DOSES' ~- • PER DA TAI,-K :+IZi<: ~~Op 1 6S~ GALLOAJS DCSC VOLUME r • ALAR1~1 MAUUFACTURCR: S .J • ~Z~C~Z.Q S~CS'f~~1 S IAICLUOIAJG 6AGKfLOW: 1.10•S GAILON$ MODEL -.IUMBER: ~~~ ~~~ CAPACITIES: A= 1~j IAJCHESOR 30 b h-~1 ~(_(~iZ-~( GALLONS SWITCH TyPt: 8 = ~ tucHES'oR 3 ~ Gpt.LOUs HUMP MAIJUFACTURCA: GC)V L~ S I C= 6 ~~INCHES OR tl~•S GALL01~l5 MODEL I+JUMBEA; ~~s p: ll~Z ZaS.S tNGHES OR GALLOIJS SWITCH TYPE: ~~~~-~/ uOTE: PUMP AND ALA0.M AR TO b~6.O MtA3tMUl~1 DISCHARGERATE 3 ~ •a$ ~pM INSTgLLEO OAl SEPARATE CIRCUITS VERTICAL DiFFEREIJCE DETWCEU PUMP OFF Ai,10..DISTR18UTtON PIPE.. ~S'S~{ FEET f rtII.I1MUM -~ETWORK SUPPLY PRESSURE , . ~Q FE.ET (S.(~x `, 3> + `~-0 FEET OF FORCE NtAIN X~ •~R F~OFZFRICTIOU FAt70a.. ~' 63 FEET TOTAL pyf•.IAMIC. HE:AO = ~~' 6~ FEET - As per rlanufacturer x`1.0 gal/in. ~ Liquid depth . 30 ~ . . ,- . •VE1J7 CAP ~ WEATHER PROOf ~UIJCTIOIJ DOX . ti C.Z. VEIJT PIPC ~ APPROVED LOCK11.1G ~ 1Q' FROM OOOR, ~MAIJHOLE COVER Fv1"~i :iiIJ00W OR FRESH ~ u'ARrJ11.IG LI~6EL.. ~ corap~tr i ~ ~== ';;, ,y n, . _ Goulds i~E ~~°~ Submersible Effluent Pump ~ ~ r~ u 3871 EP05 APPLICATIONS Specifically designed for the following uses: • Effluent systems • Homes • Farms • Heavy duty sump • Water transfer • Dewatering SPECIFICATIONS Pump: EP04 • Solids handling capability: 3/a° maximum. ,--~ • Capacities: up to 55 GPM. ~ ~ • Total heads: up to 24 feet. ' • Discharge size: l'/z"NPT. • Mechanical seal: carbon- .. rotary/ceramic-stationary, BUNA-N elastomers. • Temperature: 104°F (40°C) continuous 140°F (60°C) intermittent. • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Pump: EP05 • Solids handling capability: 3/'maximum. • Capacities: up to 60 GPM. • Total heads: up to 31 feet. • Discharge size:l'~' NPT. • Mechanical seal: carbon- rotary/ceramic-stationary, BUNA-N elastomers. • Temperature: 104°F (40°C) conrtinuous 140°F (60°C) intermittent. ~i • Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. Motor: • EP04 Single phase: 0.4 HP, 115 or 230 V, 60 Hz, 1550 RPM, built in overload with automatic reset. • EP05 Single phase: 0.5 HP, 115 V, 60 Hz, 1550 RPM, built in overload with automatic reset • Power cord: l0 foot standard length,16/3 SJTO with three prong grounding plug. Optional 20 foot length,16/3 SJT1N with three prong grounding plug (standard on EP05). METERS FEET 10~ 0 a w x U a z O J H 0 9 3, s 2 s 5 Q 3 2 1 0 21 1; 1( 00 IV GU 3V ~ ~~-~~ 2 4 6 ' 8 10 CAPACITY ' • Fully submerged in high grade turbine oil for lubrication and efficient heat transfer. Avai(abte far automatic and manual operation. Automatic models include Mechanical Float Switch assembled and preset at the factory. FEATURES ^ EP04 Impeller: Thermo- plastic Semi-open design with pump out vanes for mechanical seal protection. ^EP05 Impeller: Thermo- plasticenclosed 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. Thermoplas- tic cover with in#egral handle and float switch attachment points. ^ Power Cabfe: Severe duty rated oil and water resistant. ^ Bearings: Upper and lower heavy duty ball bearing construction. AGENCY LISTING SP• Canadian Standards Association (CSA listed model numbers end in "F" or "AC".) ~ ~ ~ ! ~ , i i ! ~; I ~ ~~" '~ ~' I _ -- - 4 f . ,~ Fr ~ ~;, ~.____ 1 Z ~' -- _ -- ' ---- I ~ j ~ ~ --- ~ i •9 ~ ;.. - j ~ ~ -- J1~~,, f, wR/.~ ~ ~ I - 1' EP05 ~ I I i ~ - I I i i ~0 GPM 12 m~/h ®1995 Goulds Purt~s, Inc. Effective May, 1995 63871 ~cQ /a' 3d,_ °~ '.»sconsin Department of Commerce SOIL EVALUATION REPORT Page ~ of Division of safety and Buildings ''r ~ in accordance with Comm 85, Wis. Adm. Code _ ~_.._... Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must vvy ~ ~T• ``~ tX ` inGude, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. ~~1~! ~ G Please print all information. Personal information you provide may be used+for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Re iewed by Date Property Owner R. ~{ TO ~1 S pN `~V~'LLZ . QU 11L1 rV -~C L''{~JSUIV Property Location Govt: tat" S ~ 1/4 ~~1/4 S ~1 / T ~ N R .. 1 O E (o W Property Owner's Mailing Address ~~0 F~l~2~vCE Lot # - Block # - Subd. Name or CSM# P~~osL~ ~gM City State Zip Code Phone Number ~ LLD wti Iv w ~ s~,ao Z (z~ s > ~~ ~~~ z-i~9 ^ City ^ Village ®Town ~-v G ~.~E ---~ , Nearest Road ~. `mot- sr. New Construction Use: (~ Residential / Number of bedrooms 3 Code derived design flov~rate ~'~. ~ GPD ^ Replacement ^ Public or commercial -Describe: ~ ~ "' Parent material G U7'SC~'Pi'>` ~'l LL Flood Plain elevation if applicable ~ ~' r Rr'~1 ft t General comments - ' and recommendations: ~ ~~~~ tti ~ Ct '~, S p ~ ~ IS~ZI QU~CI. ~ '~~--L . ~ OQ~,N ~ G!;r a ~.., 1"1 t h.1 l -~, U h.l Z ~ ° Q F St~~ (=t ~ L , '~~oF ~ ~: ~ 1~ ~~ ^ Boring # ^ Boring 1 ®pit Ground surface elev. ~ 9. •.~ ft. Depth to limiting factor Z 3 in. T __~_ J; Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftZ in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 o _ t ~ ~~~ ~ ZC~ s i ~ 2~' sbk vn`F~- ~ s - , s < 9 Z ~8-Z3 lbK2 fly - S) ~ Z-1M Sbk ~1,'f~- ~-S - • `~ ~ `d 3 Z3.s~ ~.s~t2 4~l C'z ~S`1fZS~~ stc~~ 1 C~ sb1~t vn.'~-I~ - . Z - ~ v w S Ate' ~ A-~ S Z 4 ^ Boring # ^ Bonng ® Pit Ground surface elev. ~ Q/ •~/ ft. Depth to limiting factor 1 3 - 'n. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 ~ o-g lO`12 z-Lz ' s i 1 Z~ sb~ vn-Ft- c g _ - s - $ Z` ~-13 ip `i 2 ~! - s t ( Zm sbk • m'~- CS - • 5 -8 3 13-zZ: 1o K rz ~ l ~~~ ~.SK ~. sls s i 1 1.~-sbk rn.~t- cs _ • Z - 3 y zz-37 ~.S'~2 ~~~F CZ ~, ~vz s~8 st.~) l~sb -n`F't•- _ .Z -3 r=rrrursrr[ ff r = ows ~ su ~ uu mgiu ana i ~~ X30 _< iso mglt. ' Effluent #2 =GODS < 30 mglL and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Arthur L, tJegerer ~. C~ I~ ~~S 220254 Address t~ e g e r e r S o i l T e s t i n¢ & Design S e r v i c e Date Evaluation Conducted Telephone Number 421 i~T. ~~iain St. River calls, G7I 54022 6_ ZZ-f~J 715-~~25-0165 Z ," •' +.: Property Owner ~L`~"~l S~ N Parcel ID # 7~~ 1~ G Page 2 of ~ ' ~3` ^ Boring Boring # © Pit Ground surface elev. ~ ~ ~ - S ft, Depth to limiting factor Z.C~ in. . • Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Soil Application Rate Roots GPD/ft2 in. Munsetl Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 • ~ •Eff#2 1 0-8 ~b'~l'2 Utz S ~ t z~Fsbk w-~h ~g _~' ~ . s ~ 2 ~'-z0 ID~tR ~ ~ ~ s i ( Z~S hk ~n`PH cg _~ ~ . S , ~ 3 Zo-~L~ ~..3'i~ ~1 e1~, ~.SKR s!8 Stc1 lcSbk ~ ~~QF. - Z • 3 r ^ Boring # ^ Boring ~ - ^Pit Ground surface elev. ft. Depth to limitino factor i., Horizon Depth In Dominant Color M tl Redox Description Texture Structure Consistence Boundary Roots SoU Application Rate GPD/ft2 ~' . unse Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 ~ •Eff#2 ^ Boring # ^ Boring [~ Fit Ground surface elev. ft. Depth to IimiUna factor i., Horizon Depth in Dominant Color M tl Redox Description Texture Structure Consistence Boundary Roots ! Soil AppligUon Rate GPDfff= . unse Du. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 . a!n. • ' i i ~ _ C. ?_.; . _.._ ,.. • Effluent #1 =BODE > 30 < 220 mg/l. and TSS >30 < 150 mg/L ' Effluent #2 = BODB < 30 mg/L and TSS < 30 mgiL .. ... ~' „t~ The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to~access ~serv>ices or " , , need material in an alternate format, please contact the department at 608-266-3151 or TTY 608-264-8777... ..,': ,.. N.:.2' 1 $B~-330 ~R.6/00) ~ ; ~ .. , ~~ ,~ PLOT PLAPd /Scale 1'= yp' ~p 1voT' C01" l.l~~1~ -, orZ b `s`N~ `rti1 t s A~tt:t~A __ _ _-- -- _-aa ~s' °1- ~s' _---~ 1 9 ~-goo°- 39 oo,.~v~- ~-• ~0 L0~ __._~ 3 ol"N ~ ~ , l0 _0' to 1 wooo~ ~4• Bl o~~t~l S° o N~~S1` ~1?q~`r{ L1U~~ ~"~~Z~ O~ 715-425-0165 220254 l `gr~~-I-_~1:: ~Op,O~_oti b "_1'KLC, ~t~"-D) ~1-:- -PVC.. ~~~~ !mil LATH== _--- Job P70. ~~~~ CST Signature Pale 3 of 3 ~ ~ iL F- ~- O ' N~ ~ r ~_ •,'! z ~ ~ N 1- ' U O ~ O 1- l ~S Date Telephone IJo. C.STrlo. 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Tne pTOpva{y ,yvaaa[ rti~Cvs cC 5l2~Tp)14 fo fit. ~N;-~~t 7.vn~stg ~-y,~,~„eat n c„crutt~~ioE? tatTt'a, sigf~r•(1 ia3~ tho otiv+ncT Aid Uy a Ct s[V~.[t ~li~.'CI'~'t~'.R{Y2Gt~~I171'I~CIO~'~11CCUSG~[~~¢~%!~V~~`x"'-~"~4~~)1(;;}COG-3!:~~'FiSKL'WIIICfC~15j7(~"+@~5;~~~CYi) ena,~ter~iiv~tbcx, j ~1 ~ ~ sftrr cuspcctiom Pad pur-:lrizi ~ tir peCCSaEty), E3]~ sor:i.: L's~ i~ less t~tari ~~~ ftt91 a'i s1uC:,;_ - y; ;,g; p~rx: oar,-atasr~ ca»d~ttori aadlox („S 1'Y' ~,~,,;, Il~.c :tRnr.Iigp~c~ 17x.r T:~.d t'~a atx5a:, t~unCts~2CR4'Y ~d x~,n=c to :rya}e..rn lac pri~Y~~~ scwx~c ~x~~:;;, +~, •,ton1 'oriiU i~c stvEdar.!s: :,r, ford:; 3:ez~:in, ~s ~ ~,y tEw n~t,~t~a>CntL~'~:oa»~crr~mr~d tai'Eaepaac~s~.cx~~ofl~awestlte~r~ucccs.Si~~„ti',fis~c~r~sin. frcct3ft~:~o~+ .,~ .t{ng tl1.u.'y~aY ~, a r`pi x.15 }-„tin'~2~YAti,:lSZtCd tut;5a Eae cnx~tp'iesr.,~a snd r~:tumot>. tc~ :bc St. (:rnix ~,::nt-tttl~ :7vruLtr t!.tnce wiG~'~n '`~ ::J'~5 CY~ r-~ . L1C.1I13713 (Xatc ~ ~~i_ ~~ ~( DA,"f7 1''1 ~,~-..,~ ~;~,~~.AN'~' ~ rfr~ c -1'y t;ILt +~>I Siltecxicn'~S UI.' ids :orfl: 2YG ~+ St to r~r. ~7c5x u9.~ tn~. (~s~,.:} i; `:!~~: t~~l l•. 1 i1y~: ilrti 1iiYE? 4~1~ o~,rTfc~~ d above, by Y:YLUr o'~ a waer~ttiy drxd rc~:+srderi'sa Rc(~ist^:r f,~i 13etr1~; {;)xF:~~,:. (ice' ,pm -~ ~ ~ ~~ ....,-.._,..~. X~ 1~1r.~ ...-w---» t a., ~r4: 4.fn ~y ut~axtntEYnr~ t]~ax i3 tns=,-rzpt+~sraxt,~dz~~ rt~csul(ip ire s; »zt~t'±' ~-iu^se laeixtt; revctE:~.d by t1~~=-. ?~dtu~~gt T]CnatfCricnG - •~ ~1;[iv,d~ ~vitLt alals x~)plicxtioR: a stamped we!rataty dccd'frcrtr slu: ~tr.,aictcx of 7ct~t~ti oE1ftcc '~ " }; :~ copy of Rhc x~cr~~ieci 3tlrv~y Gsa~~ if xe;e.YCi;+t4 ig rnarlr. ~, tiic ,t'9r:ani~y ctcrc4 ~_~, r .' Z6d =QI P.~1iG2 36a ~3b~ ~~ ~bS=TI Z6-Se-8B 08-08-02 12:22 TO: FROM: P01 STATE HAR OF WIS O 9 1N FOR 3 - 2D0~ Document NumbeR Q~T CLAIIVI DEED This Deed, made between Raymond E. Johnson and Pamela J. Johnson Grantor, and Quinn M. Johnson and Susan M. Johnson, husband and wife, holding as survivorship marital property Grantee. Grantor quit claims to Grantee the following described real estate in St. Croix County, State of Wisconsin (if more space is needed, please attach addendum): Area 6131 537 REGISTER OF DAEfiDS ST. CROI% CO., MI RECEIVED FOR RECORD 06-12-2002 9:30 AM BRIT p.AIM OEEB" EXE'1PT # g REC FEE: 11.08 7RAM5 FEE: COPY FEE: CERT COPY FEE: PAGES: 1 Thomas A. McCormack 102010th Ave. PO Bo: 2120 Baldwin, WI 54002 Doss-loan-7o-l00 Parcel Identification Number (PIN) This is not homestead property. (is not) Part ofthe Southeast Quarter otthe Northeast Quarter (SE 1/4 of NE 1/4) and the Southwest Quarter of the Northeast Quarter (SW 1/4 of NE 1/4) of Section Seventeen (17), Township Twenty-eight (28) North, Range Sixtetn (Ili) West, Town of Eau Calle, St. Croix County, JIV~nsira, more particularly described as follows: ]~LTwd(r1) of Certified Survey Map filed April 25, 2002, io Volume 16 of Certified Survey Maps, at Page 4283, as Document No. 677286, office of the Register of Deeds for St. Croi:County, Wisconsin. -~ Together with all appurtenant rights, title and interosts. Dated this ~~ day of (f 2002 . /' • ~ • on E tlohnao _^ / ~ l-' sm~ .osop~' - _ AUTHENTICATION Sign tur s) ~ b~ ~.~oC.(atSUA~Q f~JJ Svlt.awvwJ authenticated this ~ ay of /J , ~L • Js ~l 2 TITLE: b)ENiBER STATE BAit OF V1.'1SCONS[N (If not, authorized by ¢ 706.06, Wis. Slats.) THIS INSTRUMENT' WAS DRAFTED BY Thomas A. McCormack Baldwin, WI54002 (Signatures maybe authenticated or acknowledged. Both are not necessary.) ACKNOWLEDGMENT STATE OF WISCONSIN ) ss. St. Croix County ) Personally came before me this ~ day of s /~V L~ ,2002 the above named Raymond E. Johnson and Pamela J. Johnson to me known to be the person(s) who executed the foregoing instrument and acknowledged the same. Notary Public, State of Wisconsin My Commission is permanent. ([f not, state expiration date: ti • Names of persons signing in any capacity must be typed or primed below thew signatutc. STATE BAR OF WISCONSIN QUIT CLAIM DEED FORM No. 3 -2000 INFO-PRO (800)656-2o2t www.infoprororms.com APPRV ~~~ ..,,,,~~~~,uu$T, CROFX C(XiNTy ~•~p11~IfN Z1}N~'MI 4wA OA•Ye Cr - ~:.~tfe APR 2 5 2002 77286 VOL 16 PAGE 4283 KATHLEEN H. MALSH REGISTER OF DEEDS ST. CROIX CO.. MI RECEIVED FOR RECORD 04-25-2002 1:00 PM tt not nipof06~ wimui o~ onya ~, ~.ea i ar a61! 5u ;D SURVEY. MAP REC FEE: r RAYMOND AND PAMEL4 JOHNSON ~GESFeE ~ z !>9rt of the SouthB88t 1/4 Of the Flloctheast 1/~ and the 3outl>w4st 7/4 0l the . Northeast 1/4 ol5ectioir 17, Townsh7p 28 Norfh, Range 16 West, Town of Eau Gape, St. Croix County, Wisconsin. ~~~~i~,~SOO.27'/8'E 263/.92' R /S 02.45'/2"E1" .~~~S~~t ~' `~b I .59 832.64' 3/3.05 _ /3/5.96' 75'/ R!/3/5 _ _ E L /NE NE //4 520.48' ~ ~ / ~ NOO.27'/8"W833.53' p ~ R 3/3.05' ~ 483 32' ~ . O O q ~ O ~ EAST//4 CORNER n 2 RDAD SETBACK LINE 1 M _~ _ ~ ~ ~ O C, SECT/ON /7, /BERNTSEN 0 ` d ~ ~ ' ~ ~ ~ ALUM/NUM MONUMENT „.~: ~ FOUND/ ~ 3 W 7 4 ~ya W ~ V W ~N ~ k >, ~ . ~ ~ 3 ~~ i ~ i3 ~ a a~h~h3~ i..: Wv ~ ~2 ~ p \ r ~ W ~ N M~~~~~~ V M G O ty ~~ ~g~ ^ '4 W Q Q lu 8 ~ j J W ~ c 0 e ¢~~ 2 M a~ ~ ti ~ b O ~O u Q~ 2 ~ ib N 8 0 A CEO "~ ~ N Q N x ~ ~ O N ' " S ~ Q ' ~ O Z ~ ~ ~ ~ NO W 3/3.05 O•?7 /8 ~ V ~.h O ~ W2 h 0 O ?IQWW ~~ 2 0~ N J o ~ v W y Z ~ 2 R ~ ~~~~. h 3CIh2Q Q$ ~~ 2 ~jt~p o ~`I ?i` ~M Q V ~ QO?yp, mtt ~p ~ N ~ ~ O O • ~ R1~0 8 O 2= \~ O 0 VII m 0 N ~ b ~ ~ k 0~ ~ ^ 2 ZI ~= v , Q~~ o ~! h WWM~ y f i ° ^ g o Q ~~ ~ ; p ~ M Q p o 3 W ~ ~ ~ a ~ a y M h h R ~ ~ W h ? ~ OWNER'S ADDRESS: O Q ~ ~ V ~ 370 230TH ST. Z Q~ U ~ Q q BALOW/N, W/ 34002 ~ Z p ~' i ~ h ? ~ 2 H TN/S /NSTRUMENT DRAFTED O (4, O BY LAURENCEW. MURPHY V O ~ ~ Q OATEO: DECEMBER 5, 200/ O ? W O ~ Q V ~ k W Q ~ WHO ~. ~ d1 ~ ~ ~ Q b Q b v ~ N H O N V N O M ~ M ~ NOO.77'/BrrW BB /. 5/' t/NPLATTfO LANDS SHEET / O/~2 Vo1.16 Page 4283 ,~._. ~- -