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042-1004-70-400
consin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix rety and Building Division Sanitary Permit No: INSPECTION REPORT 479399 ' uENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: ✓' Personal information you provide may be used for secontlary purposes [Privacy Lah, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Alwes, Teri Warren, Town of CST BM Elev: Insp. BM Elev: BM Description: SectionFrown /Range /Map No: ►'� ) - ^ 03.29.18. TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark 5 O 7.to J0`7- W an AZ Dosing 75b Alt. B /6 Aeration Bldg. Sewer e . /60 Holding SUHt Inlet St/Ht Outlet TANK SETBACK INFORMATION TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet ` Septic c/ � , j J DtBottom D 13. � 9�f, V7 Dosing / / Header /Man. L '36 '36 )� z3 Aeration Dist. Pipe Bot. System �} .z � s 9 Final Grade PUMP /SIPHON INFORMATION k Z�5$ /6Z . Z Manufacturer Demand St Coved .4 � GPM �;1 a.7g I�I.5s1 3•(0� J0�'• a3 DIG Model Number l 152 3�t /_ _ 1 `�� 7, - 9 7 9 S (/LJ C v�o TDH Lifl w L Friction Loss System Head TDH Ft J 1.4 z.s ra�s3 Forcemain Length / Dia. if I Dist.toWell rd S / SOIL ABSORPTION SYSTEM BEDITRENCH Width / Length I No. Of Trenches 4 PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS 'a e, -�` �� `\ ---, SETBACK SYSTEM TO I P/L BLDG IWELL LAKE /STREAM LEACHING Manufacturer. INFORMATION CHAMBER OR Type Of tem: 2-14 ' 7 5O / / 3Z UNIT Model Number. c7 J � V [f-�"_ DISTRIBUTION SYSTEM 11 Header/Manifold� i / Distribution (Z i / / x Hole Size x Hole Spacing Ve Air Intake t ' Pipe(s) r,, Length "P Dia Length �I,p Dia Z Spacing 3 / 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 \ [ VA- , es ] No es C No COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1: / 7-1 05 Location: 1183 121st Stre erts WI 54023 (NW 1/4 NW 1/4 3 T29N R18W) NA Lot 4 Pots (' Pa�rceel No: 0 9.18. 1.) Alt BM Description = (: k � C-6 c� Jt � U 2.) Bldg sewer length = 156 r C> t ,( c.�a• �5 c��5 - amount of cover = 14 Plan revision Required? { :' Yes ' J I - 1 2 - Use other side for additional informatio / n , ► w __ ((� Date Insepctor' Signatu Cart. No. SBD -6710 (R.3/97) I r 11/10/2005 06.37 FAX 715 233 0399 Certified Soil Testing Eau Galle 1@001 Safety and Buildings Division County 201 W. - Washingt n Ave., P.O. Box 7167 St. Croix an Madison, 37 71 x Swjtay Permit Numbw (ta be filled in by Co.} S ( ;� //7 [t e3 8ftm8ttE Of C O lYlftl @fc State plan I.D.Number State SanXtary Perm In accord with Comm 63.21, VAS. Adm. Code, ! inf l m%n C Project Ader4.x (if different than mailing address) may be used for somdau purposes Privacy w, 121st St:. I. Application Information - Please Print All Information �O�NTY Block ti Property Owner's Name ZONING # 4 Terri Blows & Lori Klinger Property Owner's Mailing Address Property Locatfort 1063 Both Ave. NW y,, NW _ Y., section 3 City, state Zip Code Phone Number Ru]b�rts, WI T 715 749 - 4126 29 98 (circle one) T N. R W V. Type of Ouilding (check all that apply) bl� ad w � 4 V\ C5M v 20, p 5026 Subdivision Name CS M Number Jas 1 or 2 Family Dwelling - Number of Bedrooms 0 ' 1 ❑ PublielComtneroiat - Describe Use et - ❑ State owned — Dcsciibe use X � C � ❑City ❑Village ownahip ofd III. Type of Permit. (Check only one bax on line A. Complete line B if applicable) A. w SYMM ❑ Replacement System ❑ 7reatmenVHoiding Tank Replace rnmt Only ❑ Other Modification to Existing System List Previous Permit Number and date Issued B. ❑ Permit 12enewal arm it P&eision ❑ Change of ❑ Permit Trangfer to New Before EVft on Plumber owner i 1 TV, T of POWTS $ stem: Cheep all eat appl ❑ Non - Pmgurized In- Ground Mound > 24 in, of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wotlmtd ❑ Pressurized )n- Gtaund © Holding Tank ❑ Peat Filter ❑ Aerobic Treatmatt Unit ❑ Rex:ircuiadng Send Filter ❑ � Rccirculuting Synthetic Media Filter ❑ Leaching Chamber O Drip Line ❑ Gravel -lass Pipe 13 Otbor (explain) �-i C).6 V. Dis malfTreatment Area Iniormatioot s System $tevation resign Flow (gpd) Design soil Application Rau( I gxnal Aron Required (sf) Dispersal Area Propos { � 600 0.44 b 1000 ,� 3372.9 100.51 Fib VI. Tank Info Capacity in Total Number Manufacturer P r Constructed Stec Glass Plastic Gallons Ga lk— of units New Existing Tanks Tanks Septic ar AaJ&S Tank 125p 1250 1 Wieser 1250 -750 combo X Aerobic Treatment Unit Hosing Chamber 750 750 X V11. Responsibility Statement- 1, the undersigned, assume respon i billty fo iustailation of the PQWTS shown on the Weaned plans. plumber's Name (Print) Plumber's Signature MPAeRS Number Business Phone Number Jim Hurlburt MP 222997 715 - 283 -4859 Flumber's Address (Streu:t, City, State, Zip ~ ode) N 260 CTHW 0, Eau Gal e, WI 54737 VIII. Cohn /De artmentUSe Sanitary Posmit Fee (includes Groundwater Date Issued Issuin gent 5i (No 5 s} Approved Q D Surcharge Fee) -} as © er � Reas:owv fur Denial f IX. Conditions of Approval/>Ieasoas for Dlsappra vat 3 \ L�� (`� V 5 t' V do SX8TEM OWNER: ) J t. ' Septic tank, effit it alter mid ers 7�, dispersal cell must all be services / rt►ikttaf s as per management plan provided by plumber. 2. All setback requirements must be maintained as per appiieabie code I ordWlences. AUX0 eemplete pram (to the Ceuaty only) for tier system on paper oot tat tta.0 8112 x 71 tochei in size A�N`1!l� Mat, Y2 �n� i9M�r 1ryuR!s .,incf J+1C�c - r l t �` t 1 k ` 0�.�• � ry I i II \4 - AZ go (Y9 O c.0 h i k r k C4. %LA,� 4o �or�¢ �.4 3Ll 1.09t • W S � w.• 1 Z»v- 1 � g� C � `/ K .�l c9.O • J� : q/X \fie 1 � T \ 0. S 4 -4 Ld-K G.2 �•C. �-O w,., cX-u- l: 6 4 Irat L • l l c � l �� `� u�, 1 \ 1 ear -4,. � � ; � i � . i _ � � o �,.. r � � e.rr i 0. bS a is O 1� \S L C .9 a I CA- Ki mil/ V 1 O 7 2 -- 1 I , Safety and Buildings commercemhgov 4003 N KINNEY COULEE RD LA CROSSE WI 54601 -1831 TDD #: (608) 264 -8777 isconsi www.commerce.wi.gov /sb/ Department of Commerce www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary i November 04, 2005 CUST ID No. 222774 ATTN. POWTS Inspector HENRY F GROTE ZONING OFFICE CERTIFIED SOIL TESTING ST CROIX COUNTY SPIA E4366 353RD AVE 1101 CARMICHAEL RD MENOMONIE WI 54751 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 11/04/2007 Transaction ID No. 1210616 SITE• Site ID No. 706790 Terri Awles & Lori Klinger Please refer to both identification numbers, 121st Street above, in all correspondence with the agency. Town of Warren St Croix County NW1 /4, NW1 /4, S3, T29N, R18W FOR: Description: Proposed Four Bedroom Mound System Object Type: POWTS Component Manual Regulated Object ID No.: 1048845 Maintenance required; 600 GPD Flow rate; 52 in Soil minimum depth to limiting factor from original grade System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 101), Pressure Distribution Component Manual - Version 2.0, SBD - 10706 -P (N.01 101); Biofilter 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. 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 approved plans, and the "Mound Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD - 10691- P(N.01 /01). • The pressure network is to be constructed in accordance with publications SBD- 10706- P(N01 /01) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems - Version 2.0" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81)" • 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 POWTS installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. • The area within 15 feet horizontally below the system shall remain undisturbed. Vehicular traffic or soil compaction in this area is prohibited. • A state approved effluent filter is required. Maintenance information must be given to the owner of the tank explaining that periodic cleaning of the filter is required. Access to the filter for cleaning must be provided per Comm 84 product approval conditions. • Comm 83.22(7) - A copy of the approved plans specifications and this letter shall be on -site during construction and open to inspection by authorized re resentatives of the Departing clude local inspectors. C011ditionall APPRnvcn Y Y HENRY F GROTE Page 2 11/4/2005 Owner Responsibilities: • 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. • Comm 83.52(1)(a) - 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). • Comm 83.52(2) - A POWTS that is not maintained in accordance with the approved management plan or as required under s. Comm 83.54(4) shall be considered a human health hazard. 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 acceptable 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 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 are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Gerard M. Swim POWTS Plan Reviewer - Integrated Services (608)- 789 -7892, Mon. - Fri. 7:30 am to 4:15 pm W SMART code 7633 jswim@commerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 James M Hurlburt , Eau Galle Plumbing (Plans Mailed To) I i Terri Alwes & Lori Klinger - Mound Construction Materials and Techniques All materials must comply with Comm 84 and be installed in accordance with manufacturer's specifications. Construction methods must comply with the following Component Manuals: Mound, SBD - 10691 -P (01 /01) Pressure Distribution, SBD- 10706 -P (01/01) Location: Lot 4, CSM v 20, p 5026 NW '/4, NW 1 /4, Sec. 3, T 29 N, R 18W Town: Warren County: St. Croix Date: November 1, 2005 Owner: Terri Alwes & Lori Klinger Address: 1063 80 Ave. Roberts, WI 54023 Designer: enry G to � g ••'* Signature: License. G WI D — 9- � 9 007 Attachments: SBD -10577 - Plan Approval Application SBD -8330 Won tj O RCE DEPARTMENT f AND BUILDIN Page 1: cover DIVISION OF SAFETY A 2: design criteria & calculations 3: plot plan Ft pNpENC� 4: system cross section SEE GOR 5: plan view, lateral detail 6: pump tank exit detail 7: pump curve 8: system management F � E CElu E® OC 2 � 200 rage 1 of 8 E .� & S u1LpINGS SPF Design Criteria Residential Wastewater Contaminant Load: 30 mg/L < BOD5 < 220 mg/L Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L Fecal Coliform > 10,000 cfu/100 mL t Fats, oils, grease _30 mg/L 4- 6 Bedrooms x 100 gal/bedroom/day x 1.5 "� gallons /day hydraulic load Design Calculations In situ designed loading rate o. 44 gallons /sq. ft. per day Depth to estimated high ground water �- S" Z in. Depth to bedrock :> `k in. Cross slope at system S' o % Force main length S z- ft. of 2 in. - 6 A Manifold/header length 4 ' ft. of t � �- in. (o 1- Drain -back �� �S� gallons Lateral length @ 3�,5� ft. of �`� Z in. Lateral elevation o ft. @ bottom of lateral Lateral hole size ��� e in. @ b, n in. ( ft.) Spacing holes /lateral 5-2- holes total Lateral volume 7, gallons Total lateral discharge rate gallons /minute @ �� ft. head Network pressure compensation losses 6 >' Elevation difference 6,0 ft. i Friction loss 1,14, ft. @ 3 S gallons /minute Total dynamic head ° `S C t ft. Pump /sioKon S 3 gpm @ Sr ft. of head Manufacturer Model # s Z Dose volume n gallons Lift/si*n tank Co - gallons Septic tank gallons Effluent filter JQ .4.0 Po�/ LO v ao F� g u- l4 Q n Measurement pump on and off 9" a in. Height alarm from tank bottom 16 • �O in. Reserve capacity 4-a CL, } gallons specs.calcs.res Page Z of a \r � 4.5 J 4L C7VN 0. V �Oi`Ow Zu r�.' - � l ' � Ct9 �ti'S� &mss .� '4.�0 ovt �,. �.�►«� aww .Q '" j t r � VY to s4 %6 \ z o.v 1 8-lo . o P ,St y Q fr� Y r i �1 z , d w Z G,I � l rl I ` I1 t1 t J N o � L . ` t 7 C+. M t � QJ\► w.'• w e. T�. r.� � w w CJ� p � � .CIS- t.� � U N. n 1 • C ah a u w ;�• ri ��o lo�, `� ��- 2 �S, ati a rt `"/ Z •S � ? �.a..LI �.L:.. • L w+ cam...` 1J �i- �`�• PVC � e.�1 br0 � •r�.a. M.; 417 1 46tar�.`S 11 � 2 � 4 vct�40 �.U�. \.�a►.� \1 I 1, 0 1 4L S o y 1 �'� a.t 16� tn.-. C w 0 o \: �+ C'� J b' CL 1 � Mn�r TAI IL. weA>�1ERPaooF LOCKIWG.,,COVER JU NCTION 3 6ca t Lt/Ait'N ,c �BE.0 . QUICK GI�C.OMYLGT — , j s C., IL !� 4 N Pk o 15 3' gIt'D No►S�uR8r:0 '� Sol L_ 24" I.D. VENT * 4wuoLF im.4 r � a.oviD A 31.x`` Har ;MKET VajIWr,5 BAFFLE i .au. Pin Q z � 5 -�— ON w GQ►'w E GT I O Kb �� � ..�..JL 1 1 - � l}b � � G RO u ►tD c�w S t0 1 S. O (4-S n O&F PixlP c.2 C L ecOCoe e r,�. SEPTIC t _SPECIFI'CATIOQ DO S E l-�lJ ; Q�.r TAQKS MAWUFACTURE WLVAbER OF DOSES PER DAzl TAWK SIZE : \Z,j-� GALLOWS DOSE VOLUME ALARr1 r1iwUFACruR S� I EF\4.4_ 10 INCLUOING 6ACKFI.OW: ©` ( O C,A��DNS MODEL ►JUMb.ER: 10 � CAPACITIES: A= %(,o INCHES OR �R GALLOuS w�.�.,,, wpb 1z. SWITCH TyFL: — � g Z 11JCMES OR 2 " LLOUS PUMP I �" C. SO WCMESOR � CALLOU5 MODEL WUMbER: � Z D ■ 9 ' 0 INCHES OR 1 3A..ptiS JWITCH T'dPE; n.va..v� �..1I IJOTE; PUMP AUO ALARM ARC TO pi MIWIMUM OISCHAR RAT L _GPM INSTALLEO Ow SEPARATE CIRCu TS VERTICAL DIFFERCWCQ 15ETWECW PUMP OFF AUO OIbTRIbUTION PIPE.. �`� FEET I + MI IIJI#`UM I.fETWORK SUPPLY PRCLSURE .. . . , . . , , , FCET + S 2. FEET OF FORCC ('1AI►J X z F YOFiFRICTiOW FACTOR l ` FEET V TOTAL Dt3IJAMIC HEAD IQTI- RQAL DIMEW>SIOWC OF TAWK: LCWGTH \.Z 'L 1 1i 'WIDTH � 9 ; LIgUID DEPT Y � • TOTAL DYNAMIC HEAb /CAPACITY HEAD CAPACITY CURVE PER MINUTE EFFLUENT AND DEWATERING MODEL 152/153 -� W w MODEL 152 153 50 Feet Meters Col. Liters Go 1. Liters 153 5 1.5 69 261 77 291 12 40 152 10 3.1 61 231 70 265 a° 15 4.6 53 201 61 231 W U 30 20 6.1 44 167 52 197 8 _ 25 7.6 34 r 129 l 42 j 159 z 0 30 9.1 23 87 �3 25 20 35 10.7 — - 22-- 8J 0 40 12.2 -- -- 1 42 10 Lock Volve: 38.0 Fl. (1'.6,);44 p 014508 0 Eel I j 20 40 60 80 100 GALLONS LITERS 0 80 160 240 320 ` 3 27132 5/9 FLOW PER MINUTE — CONSULT FACTORY FOR SPECIAL APPLICATIONS Timed dosing panels available. e • Electrical alternators, for duplex systems, are available and supplied with 3 27 an alarm. t _ • Variable level control switches are available for controlling single phase systems. Double piggyback variable level float switches are available for variable level long and short cycle controls., Sealed Qwik -Box available for'outdoor installations. See FM1420. Over 130 °F. (54 °C.) special quotation required. -- 152/153 Series 12 /8 1521153 MODELS Control Selection i --------- r Model T Volts -Ph Mode AMPS simplex Ou Iex 1 ?i _N 152 _ 115 1 Non 8.5 1 2 or 3 = a-1t52 115 1 Auto 8.5 Included 2 or 3 SKZOba - E - 152 --- _ 230 1 Non 4.3 1 2 or 3 ---L- _B IE152 1 230 1 Auto 4.3 1 Included 2 a 3 N153 115 1 Non 10.5 1 2 a 3 � BNi53 11 15 1 Auto 10.5 Included 2or3 SELECTION GUIDE E153 230 1 Non 5.3 1 2 or 3 BE 153 ' 230 1 Auto 5.3 Included 2 a 3 1. Single piggyback variable level float switch or double piggyback variable level float switch. Refer to FMO477. O CAUTION 2. See FM0712 for correct model of Electrical Alternator E -Pak. All installation of controls, protection devices and wiring should be done by a qualhIed 3. Variable level control switch 10.0225 used as a control activator, specify duplex (3) licensed electrician. All electrical and safety codes should be followed including the most recent National Electric Code (NEC) and the Occupational Safety and Health Act (OSHA). or (4) float system. RESERVE POWERED DESIGN For unusual conditions a reserve safety factor is engineered into the design of every Zoeller pump. MAIL TO; P.O. BOX 16347 Z Louisville, KY 40256.0347 Manufacturers of. . SHIP TO: 3649 Cane Run Road W r Louisville, KY 40211.1961 http : / /www.zoeller.com PUMP (502) 778.2731 - 1(800) 928 - PUMP QL61L /rr J CWRY FU /9g9 FAX (502) 774.3624 0 Copyright 2000 Zoeller Co. All rights reserved. �F c t System Management Management of this system is critical. As a condition of approval of these plans this system management section must be reviewed with the owner, and the owner must be provided with a complete set of plans including this management section. If problems develop with the adsorption system or any other system components, the installing plumber, J & R's Eau Galle Plumbing, 715- 283 -4851, or the St. Croix County Zoning Office, 715- 386 -4680, should be contacted for assistance. General Proper functioning of an on -site disposal system, "septic system," is significantly dependent on the volume of water which flows into the system and the level of contaminants in that volume. The lower the volume of water and the lower the level of contaminants, the better and longer the system will function. Typical system components include a septic tank or compartment to settle out solids and contain greases and oils, a filter on the outlet of the septic tank to retain small particles of the same density as water, a dose tank or compartment to allow a dose to be accumulated, a pump and controls or automatic siphon, and finally some type of soil adsorption cell to recycle the water in a manner to protect ground water quality and public health. 1. If the septic tank is installed prior to sheet -rock and/or painting, pump the septic tank before normal use begins to ensure adherence to contaminant load design criteria. 2. Install water - saving appliances whenever and wherever possible. 3. Repair even small water leaks as soon as possible. 4. Never pour grease or oil down any drain or stool. 5. Garbage disposals are not recommended; if you must have one, use it sparingly 6. No paper products other than tissue should go into the system. 7. No chemicals should go into the system. 8. Avoid surge flows of water; try to spread laundry throughout the week. 9. Septic tank effluent must be less than or equal to the design criteria specified in page 2 of these plans. 10. If septic or dose tanks are no longer used, they must be properly abandoned. 11. If construction timing and weather could create a frozen infiltration system, weather- proofing with plastic sheeting and heavy mulching may be required to maintain a functional system at start-up. 12. If possible, the upslope toe of the mound system should be landscaped with additional fill to blend this area into the upslope natural grade; this will minimize the possibility of the system trapping surface run -off; final settled slope should be 2 -3% over the system or 2 -3% diverting surface run -off around the ends of the system. Maintenance 1. The septic tank must be inspected every three years by a properly licensed person. 2. If necessary, the septic tank must be pumped to remove solids and scum; pumping is required if the combined scum and solids volume equals one third of the tank volume. 3. When the septic tank is pumped, any solids in the bottom of the dose tank must be pumped, and the filter must be back - washed into the septic tank to remove accumulated material. System use may require more frequent filter cleaning; initial inspections of the filter should be made every 6 months until a minimum time sequence is determined. 4. Periodic observation pipe inspections should be made by the owner to examine the state of the in -situ soil adsorption cell. Quarterly inspections are recommended; a licensed plumber should be notified if effluent is consistently ponded in the adsorption cell. 5. If this system contains specific treatment components other than those mentioned here, maintenance requirements will accompany their specifications. 6. The pumping components for this system include an alarm which must be installed and remain on a separate circuit from the pump. If the alarm is activated, minimize water use and notify a licensed plumber for service as soon as possible. The system allows reserve capacity to accumulate some necessary flow until normal service can be restored; this volume is minimal, and no more than one or two days should pass before any necessary repairs can be made. 7. Avoid compaction such as vehicle traffic within 15' down -slope of the adsorption system. 8. Avoid disturbing the system itself such that might encourage erosion or disturb the required seeding of the system. 9. Particularly avoid winter traffic such as sliding or snowmobiling which might compact snow and lead to increased frost depth. 10. Surface drainage must be diverted around the system; avoid landscape changes which might send surface run -off into the system area. 11. Warning: Do not enter septic, dose or other treatment tanks; death may result because they may contain lethal gases or insufficient oxygen. Contingency Plan Wastewater monitoring of volume and quality is not a normal requirement for low effluent strength systems; such monitoring may become necessary if problems develop. Any necessary monitoring shall be done in accord with the requirements of Comm 83.54 (2). Pumping and hauling of wastewater may be necessary while analysis and repairs are implemented. Additional testing, designing, and /or installation of additional treatment components or conversion to a holding tank may be necessary. Page 8 of 8 �! :�?'u��iuil�;��„� #2332 ��LSCt7►tfs4in SOIL EVALUATION REPORT Department of Commerce in accordance with Comm 85, Wis. Adm. Code Page 1 of 4 Division of Safety and Buildings Certified Soil Testing, LLC Attach complete site plan on paper not less than 8% x 11 inches i Plan must County St. Croix include, but not limited to: vertical and horizontal reference point dir ion and parcel I.D. percent slope, scale or dimensions north arrow, and location nd di o nearest road. pen ng Please int aR�i D Reviewe y Date III Personal information you provide may used for secondary purposes (Priva $. I . ( ). // Property Owner 0 CT 9 PropN Location `8 0 Alwes, Terri & Lori Klinger Govt. Lot NW1 /4, N 1/4, 3, T29N, R18W Property Owner's Mailing Address ST. CROIX COUNTY Lot # Block # Subd. Name or CSM# 1063 80th Ave. ZONING OFFICE I CSM V20, P 5026 City State Zip Code Phone um [] City [] Village ® Town Nearest Road Roberts I WI 1 54023 1 715 - 749 - 4126 Warren 1 119 Ave /121 St St. New Construction Use: ® Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD Replacement ❑ Public or commercial - Describe Parent material loess over pitted till Flood plain elevation, if applicable NA ft. General comments recommend 8' 7 r ock cell mound on 100.0 contour as upslope edge of rock w/ 0.5s sand and recommendations: 1 Boring # ❑ Boring Z Pit Ground surface elev. 101.7 ft. Depth to limiting factor 88 in. Soil Application Rate Horizon Depth Dominant Color R`edox Description Texture -Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. , Cont. Color , Gr S 54; •Eff#1 �Eff#2 1 0 -5 7.5YR 3/2 - sil 2 m gr mvfr gs lm .6 .8 2 5 -14 7.5YR 3/2 - sil 2 f sbk mvfr cs 1m .6 .8 3 14 -21 7.5YR 3/3 - sil 1 m sbk mvfr gs lm .4 .6 4 21 -32 7.5YR 4/4 - sil 2 m sbk dsh gs 1m .6 .8 5 32 -40 7.5YR 4/4 - sil 1 m -c sbk dh cw im .4 .6 6 40 -60 7.5YR 4/4 - Is 1 m sbk ds cw 1M .7 1.6 7 60 -76 5YR 4/4 - sl 0 m mfr CW 1m .2 .6 [ T8 Boring # ❑ Boring / Pit Ground surface elev. 101.7 ft. Depth to limiting factor 88 ✓ in. Soil Application Rate Horizon Depth Dominant Color Retlox Description Texture, Structure ( ence Boundary Roots GPDlfN in. Munsell Qu. Sz. Cont. Color Gr ;44 Sh. •Eff#1 'Eff#2 8 76 -82 7.5YR 4/4 - sl 0 m mvfr cs - .2 .6 9 82 -88 5YR 4/4 - sl 0 m mfr cs - .2 .6 10 88 -94 10YR 8/2 c2p 10YR 5/8 fs 0 m mfi - - 0 0 H 10 is generally weakly cemented w/ some loose pockets; multiple textural changes pose problems for in- ground system ' Effluent #1 = BOD 30 < 220 mg /L and TSS >30 r 150 mg /L ' Effluent #2 =fB D _< 30 mg /L and TSS < 30 mg /L CST Name (Please Print) Signatur : CST Number Henry F. Grote 222774 Address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number E. 4366 353rd Ave. Menomonie, WI 54751 9/27/2005 715 - 233 -0398 SBD -8330 (R.07 /00) Property Owner Alwes, Terri & Lori Klinger Parcel ID # pending Page 2 of 4 2 _] Boring Boring # Z Pit Ground surface elev. 98.8 ft. Depth to limiting factor 69 " in, Soil Application Rat Horizon Depth Dominant Color Relax faeseriptlon Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz, Copt. Coicr fir: -$ . SFi: •Eff#f - Eff#2 1 0 -6 7.5YR 3/2 - sil 2 m,gr mvfr gs 1m .6 .8 2 6 -14 7.5YR 3/2 - Sil" 2 f sbk mvfr cs im .6 .8 3 14 -26 7.5YR 4/3 - sit 2 m sbk mvfr cw im .6 .8 4 26 -38 7.5YR 4/4 - sil 1 m sbk dh cw 1m .4 .6 5 38 -56 7.5YR 4/4 - Is 1 m sbk ds cw 1m 7 1.6 6 56 -69 7.5YR 4/4 - sl 0 m mfr cs - .2 .6 7 69 -83 7.5YR 4/4 f2f 10YR 6/3 sl 0 m mfr - - .2 .6 _ Boring 2d Boring # Pit Ground surface elev. _ 98.8 ft. Depth to limiting factor 69 in. — - Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Clu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 *Eff#2 i I occasional inclusions of 10YR 4/4,4/6 s below 38" and 1/4" to 1" diameter inclusions 5YR 4/6 is are observed below 56 ", possible redox features but unlikely; again, textural variations suggest mound system better here a 3 Boring Boring # Pit Ground surface elev. 98.6 ft. Depth to limiting factor 52 " x Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0 -4 7.5YR 3/2 - sil 2 m gr mvfr gs 1m .6 .8 2 4 -12 7.5YR 3/2 - sil 2 f sbk mvfr cs lm 6 I .8 3 12 -22 7.5YR 3/4 - Sid 2 f -m sbk mfr cs 1m .4 6 4 22 -65 7.5YR 4/4 - sl 0 m mfr cs lm .2 .6 5 65-82 10YR 8/2 c3d 10YR 5/6,5/8 fs 0 sg ml - - .5 1.0 I � _ H4 has inclusions 7.5YR 4/6 Ifs (O,sg,ml) @ 32 -37 &51 -54" w/ f2p 2.5YR 3/6 redox @ bottom of sl @ 52" in one place; thin, erratic 10YR 8/2 fs about 1" thick @ 52 -54 "; H5 redox features are stratified /horizontal * Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg /L Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L 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. SBD -8330 (R.07 /00) Certified Soil Testing, LLC I Property Owner Alwes, Terri & Lori Klinger Parcel ID # pending / Page 2 of 4 0 Boring / Boring # ® Pit Ground surface elev. 98.8 ft. Depth to limiting factor 69 )n. Soil Application Rat Horizon Depth Dom[narrt X01 ane+ut►dary Roots GPD /ft= in. 114U1ell w � �Eff#i p.<.. y:. ... t t 'Eff#2 1 0 -6 7.5YR 3/2 - s)I ' 2 m 9 mvfr gs im .6 .8 2 6 -14 7.5YR 3/2 - I' 2 f sbk mvfr cs lm .6 .8 3 14 - 26 7.5YR 4/3 - .. 2 m sbk mvfr cw lm .6 .8 4 26 -38 7.5YR 4/4 - sil 1 m sbk dh cw lm .4 .6 5 38 -56 7.5YR 4/4 - is 1 m sbk ds cw lm .7 1.6 6 56 -69 7.SYR 4/4 - sl 0 m mfr cs - .2 .6 7 69 -83 7.5YR 4/4 f2f 10YR 613 sl 0 m mfr - - .2 .6 [ T]Boring Boring # Pit Ground sur4ace elev. 98.8 ft. Depth to limiting factor in. _ _ Soil Application Rat Horizon Depth Dominant Color Retiox =Descrip't)ori Tez4ure Striitiire Constt ®nc Botniiary Roots GPD 1ft in. Mun$e11 Qu Si Cant„ Color , Gr. Sz...Sh. , •Eff #f *Eff#2 occasional inclusions of 10YR 4/4,4/6 s below 38" and 1/4" to 1" diameter inclusions 5YR 4/6 fs are observed below 56 ", possible redox features but unlikely; again, textural variations suggest mound system better here ❑ 3 Boring / Boring # X, Pit Ground surface elev. 98.6 ft. Depth to limiting factor 52 �/ rn. Soii Application Rat Horizon Depth I Dominant Color ddox Description Texture Structure Coneiste -Ace l364ti'dary Roots GPD/ft in. Munseil' Qu. Sz. Cont. Cola Gr. Sz $h. *Eff#1 *Eff#2 1 0 -4 7.SYR 3/2 - sil 2 m gr mvfr gs lm .6 .8 2 4 -12 7.5YR 3/2 - sil 2 f sbk mvfr cs 1m .6 .8 3 12 -22 7.SYR 3/4 - Sid 2 f -m sbk mfr cs lm .4 .6 4 22 -65 7.5YR 4/4 - sl 0 m mfr cs lm .2 .6 5 65 -82 10YR 8/2 c3d 10YR 5/6,5/8 fs 0 sg ml - - .5 1.0 H4 has inclusions 7.5YR 4/6 Ifs (O,sg,ml) @ 32 -37 &51 -54" w/ f2p 2.5YR 3/6 redox @ bottom of sl @ 52" in one place; thin, erratic 10YR 8/2 fs about 1" thick @ 52 -54 "; H5 redox features are stratified /horizontal ` Effluent #1 = BOD > 30 < 220 mg /L and TSS >30 < 150 mg /L • Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L 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. SBD -8330 (R.01 /00) Certified Soil Testing, LLC s Property Owner Alwes, Terri & Lori Klinger Parcel ID # pending Page 3 of 4 I F Z ] j Boring Boring # Z pit Ground surface elev. 96.1 ft. Depth to limiting factor >74 in. Soil Application Rat Horizon Depth Dominant Colon ft6di 'Descriptid Texture Structure Consistence 'Boundary Roots GPD/ft in. Munseil Q Cont. Colo Gr. Sz. Sh. •Eff#1 *Eff#2 1 0 -5 7.5YR 3/2 - sil 2 m gr mvfr gs 1m .6 .8 2 5 -13 7.5YR 3/2 - sil 2 f sbk mvfr Cs im .6 .8 3 13 -21 7.5YR 3/3 - sil 2 f -m sbk mvfr gs im .6 .8 4 21 -28 7.5YR 4/4 - sil 2 m sbk dsh gs 1m .6 .8 5 28 -35 7.5YR 4/4 - sil 1 m sbk dsh Cw lm .4 .6 6 35 -50 7.5YR 4/4 - Is 1 m sbk mvfr Cw 1m .7 1.6 7 50 -74 7.5YR 4/4,3/4 - sl 0 m mfr - - - 2 6 Boring Boring Boring # pit Ground surface elev. _ 96.1 ft. Depth to limiting factor > 74 in. Soil Application Rat Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /ft in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. *Eff#1 *Eff #2 I I H3 has occasional gy si coats; below 35" are occasional inclusions 2.5YR 3/6 fs which become common below 50 ", typically 1/4" diameter and associated w/ apparent degraded SS gr below 50" * Effluent #1 = BOD >30 < 220 mg /L and TSS >30 < 150 mg /L * Effluent #2 = BOD < 30 mg /L and TSS < 30 mg /L 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. SBD -8330 (R.07 /00) Certified Soil Testing, LLC I C) O 4 `i l �'. 0� 1 Q 1� 1 0l �.. L O r i aIs5 ) ° �S �w`' ` C4. �T ��'�PrMQi� �W.ti V"Vih e4 2q c � Z r w CRt-- l'v'Lo� f -All { w, q..'�f..lLf7. l O;'t W'v r•-q,. 4 ; . + i ` 0 �`•� ; W wv 0..b _.... ass V 11 C J- ` lJ q mo � c CC `J S (2- /w l g �l ..... .n... Safety and Buildings Division County 201 W. Washing Ave. P.O. Box 7162 St. rroix ., gt , isc 1 "', Madison, WI 53707 - 7162 Sanitary Permit Number (to be filled in by Co.) De artment of CoillmerCe (608)266 3151 q?c� o c? State Sanitary Permit Applicatio State Plan I.D. Number In ��-- accord with Comm 83.21, Wis. Adm. Code, personal information you provide) project Address (if different than mailing address) may be used for secondary purposes Privacy Law, s 15.04(1)(m) I. Application Information - Please Print All Information F. r F I VE D ,,� 1! $ 3 121st St. Property Owner's Name arce Lot # Block # Terri Alwes & Lori Klinger ./ _' ( s a of (4, CSM v 20, p 5026 Property Owner's Mailing Address Property Location 1063 80th Ave. I - --ROIx COUNTY ZONING OFFICE NW %., NW ' /., Section 3 City, State Zip Code Phone Number Roberts, WI 54023 e one) H. Type of Building (check all tbat ply) T 2 -- ' R r w Sv�n+� Al or 2 Family Dwelling - Number of B Su division Name CSM Number ms 4 P ��,�,�y� v 20, p 5026 C3 Public /Commercial - Describe Use ❑ State Owned - Describe Use W " ❑City_❑viI ]age )�rownship of Warren III. Type of Permit: (Check only one box on A. Complete line B if applicable) 4r A. I New System ❑ Replacement System I f� Treatment/Holding Tank Replacetrgt Only ❑ Other Modification to Existing System tir B. ❑ Permit Renewal ❑ Permit Revision ❑ ange of '❑ Permjransfer to New List Previous Permit Number and Date Issued Before Expiration Plum Owner~!' IV. Type of POWTS System: Check all that appl Non - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil \t,,Filter h < 24 in. of suitable soil ❑ At -Grade 11 Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground 11 Holding Tank 11 Aerobic Treatment Unit C1 8 Recirculatin Sand Filter C1 Recirculatin S thetic Media Filter 8 Yn �Leachin Cha ❑Dri❑Gravel -less Pipe 11 Other (explain) V. Dispersal/Treat ment Area Information: Design Flow (gpd) Design Soil Application Rate(gpdsf) Dis al Area R ired (sf) Dispersal Area Proposed (sf) System Elevation 600 0.4 f 1500 1551.6 f 98.5/98.0/97.5/97.0 ✓ VI. Tank Info Capacity in Total ;Nu Manu turer Prefab Site Stecl Fiber Plastic Gallons Gallons its Concrete Constructed Glass New Existing Tanks Tanks Septic or Holding Tank 1250 1250 o 1 Iiieser 1270 -750 Com X Aerobic Treatment Unit Dosing Chamber 750 752f 1 " it it >t VII. Responsibility Statement - 11, the undfsigned, assume rehonsibility fo Installation of the PO S shown on the attached plans. Plumber's Name (Print) Pl er's Signature P/MPRS Number Business Phone Number Jim Hurlburt MP 222997 715 - 283 -4851 Plumber's Address (Street, City, State, Code) N 260 CTHW D, Eau Gal , WI 54737 VI Coun /De artment Uslobnly Approved ❑ ' api ov Sanitary Permit Fee (includes Groundwater Date Issue \suing ent Signatu (N s Surcharge Fee) a� ❑ O er Reason fo ial IX. Conditions of Appr al/Reasons for Disapproval 3' sysm OWNIE . o% i. SM ttc tank, efikr!ant filter and ¢p f 2. �5c- L5 a- ✓101 -- Nta dispansal cell must all be services / maintained as per management plan provided by plumber, iM0. �J t . 5 �J�� Ce 2 AM ` seback requirements must be maintained q as'per applicable code /ordinances. �.\ f v p Attach complete plans (to the County only) for the system on pa er not less than 8112 x 11 Inches in size P 101 — p SBD -6398 R. 01/03 aJ S 1 ( ) v deb5 PJ ✓tN JU..1. S i � t 1 ` f_ 1 y . 7 �QCt.7 c 44 Z t( e 1 i S �' o b" Ldi�FC. �- wr ace co nwr clL 1 -u, . 41 � `, � �?'U , "tit ZS •5 •� S ! � Q-"�.. � �►.� � itQ- Lod ' 4- L S � � �- o � S ° � i � � 1 f� Of ia a-'S' k I r t wy � �f 1 !. i ' � S WM 40-CIS ti �g TI- & 1�Z ci - ��ok d ue nfw Wacotlsln Department of Comme I� U ') i Oh�Isionorsafety and Bulldtngs' -2 % $01L VALUATION REPORT X10 r ` with Comrrtl5; Wis. Adm. Code Attach aortr -n alts plan on . ti1iF M/r �nche In size. Plan must ' County include, but not Amlted to: vertkaI and horizon r Percent alope; scale or dimensions, north arrow, and Iota. M), direc and t road. Parcel J.D. dis�@nc q� all.lnfatni'a L ( P.r=eea 4rtomution D Reviewed t)y Date You Prows. n* b, usedrer ..cond.,v Duroa== owner r ter Pro i Props Location J 7 Property 0wrtaYs Ma GoVt Lot I 1 )1148 1 N• R 6 (or) W 1-ot,# , 6iock # Strbd. tJame or CSM# State p' e otie I s 0 � ❑'V.Olage }Town artist Road •a te • '�( 5� r _ , �'NOWConatnrctlon tl80:10-Reaidential-Mumb rafbedroorns ❑ Replacamen Code derived design flow rate t _YS��G o ld ❑ Publlc or 10011"117111114" or10011"117111114" D"If iru: QpD Parentmetwial Flood Plain elm ow h a (3etieret�ottirrtirits .. pRlicabie and rocarunetrdationa SY i'>^ % r) I ----- '/Ca %je.. 5r4m., o ap , o,ti Boring '• ..:� �'. rt �� ate, Pit Ground aurfaoe alev. ft, Depth to gmitlng factor Gd FFMOMIn [Depth Domlpant Coloe Raft Description W e. p Texture. Structure ' �Corisistence• Botmdary Roots 0 . Mu Qu. Sz. Cont. Color (3r. 3 S h, 'E(f#t 'EtfA2. ° al U _ Zn, ' Bodnp PIE Ordund surfgice elev. R Poo .to i.wov loctor ._.. tn. SO - AmIcatIM.Fide Horimn Depth Dominant Color kodox DescI iplion . Texture ' SMA re Consistence ,8ound8fV Roots GPDrrf ' In. Munaeq Qu. sz. Cont. Color (3r. Sz.,Sh. •Efl#i 'Eft#2 C c- 5 G All d y� r • Eflluentitl 8 9D I ?, 30 1 M mgt. *W.7 SS > rrrgll: • #2s BOl? _ Tss <'30 mglL CST Name (Plea e Emil =. Mf Aiwass Date Evalpatbn Conducted Telephone Number ail` �� Property Owner "I Pamet ID # L U� / �9a of 13orinp # ❑ O►e Pit Ground surface Slay. ASG0_ d ft. Depth to H nDV factor Rate Horizon Depth Dominant -Collor Redox Desatption Texture Structure Consistence. Boundary Roots GPD!(f In. Munson Qu. SL Cont. Color Gr. Sz Sh. •ENlf1 •002 e.. v2 Sj Yn x Soft ;i ` Bo rhV ❑ Pit Ground surface elev.' {t. Depth to l(miting factor in. Son tion Rate r Fioriion Depth Dominant Color Redox Description Texture Structure Consistence Soundary Roots GPDM In. Munson QtLSz.. Con. Color Gr. Sz. •Eff#1. •Eff#2 Boary El # ❑ pit . Ground surface elov, ft. Depth to nmitirp factor kr Soil Rate Horizon . Depth Dominant color Redox Description. ' TvUe Shudurit Cahsistaned Boundar Roots GPDIff° in. Mtmsell Qu. 8z. Cont. Color. Gr. Sz• Sh. TM. 'Etf#2 • f 011jsra #1. SOP, *-30 :S 220 nVL and TSS >30115d.ffG& • Eftent #2 * f30D, 130 mgJl. and TSS _<34 mV1 The Department d G.ommarce.ia an egnsi Qppot tunny service provider sand dmptoyor; If y. on -need assistatice. to Access setvtces or need materlsl in in alternate foM184 please contact the OePsttirient at.608- 266 -1151 or TTY.608-264- 8777, �roas�eo:;�ool • .. N AME T L AL DESCRIOTIO �/4 t /.c S T R — WORRY W 'SCAL1'i $M ELE VATION fpd . d rrrrrti.a..rr. rrr.rr��. e M I DESCRIPTION L Y I BM Z E. I.kVATtON ��• Yf% BM Z DESCRIPTION SYST[M E LIEVATIO SYSTEM TYP ; E -- _ LOd�d ��'La ✓� ' I I+i�'✓ri rYr�MWr /....�. Ala e o" / . 0 .3 l 514INATURIC DATE -- C> ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer :Ell H t o'r''- `t 1 vl c er Mailing Address €30`p` Ave- '?— ab 4c, �A1 1 s� o a3 Property Address $ . v�� S ePrl— 1 5qo (Verification required from Planning Department for new construction.) City/State ?—a ye l VJ + Parcel Identification Number R io t LEGAL DESCRIPTION 1 Property Location '�11 %4 , 1U W % 4 , Sec. 3 , T "I N R 1 y W, Town of W ox ce -n Subdivision K) F t- , Lot # L . Certified Survey Map # o Volume a 0 , Page # Warranty Deed # , Volume , Page # Spec house ye no Lot lines identifiab C yes no • SYSTEM MAINTENANCE 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 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. I/we, 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 Department of Natural Resources, State of Wisconsin. Certification stating that septic system has been maintained must be completed and returned to the St. Croix County Zoning Department within 3 of the three year expiration date. / 3 / OS ,4 MATURE OF APPLICANT DATE OWNER CERTIFICATION I/we certify that all statements on this form are true to the best of my /our knowledge. I/we am/are the owner(s) of the property d ribed above by virtue of a warranty deed recorded in Register of Deeds Office o l am' l c�S r SIGNATURE OF APPLICANT DATE • * * * * ** Any information that is misrepresented may result in the sanitary permit being revoked by the Zoning Department. * * * * ** Include with this application a stamped warranty deed from the Register of Deeds Office and a copy of the certified survey map if reference is made in the warranty deed. Undrn +.atop www mw sw "or t t N Al 1. Y o • - v�•lp •♦rom$%$ a &6 bLpv wo r• rev's si lie s• 0 y 6 low U"m a � •�1► 1 �� .4� is on& d4w • •lip memo 0 mw w •t ..;l, �.,�. _ r• Awe -- LOT LocATI) W PART OF THE NWIf4 W THE NWIA OF SECMON 3, 729d, '` R1aW. TOWN OF WARFJX ST. CROIX COUNTY. ONSIN. 823 <3 - 7 k1 U 2 8 5 8 P 4 9 2 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIX CO.. WI STATE BAR OF WISCONSIN FORM 2- 2000 RECEIVED FOR RECORD Document Number WARRANTY DEED 08/04/2005 82:00PH WARRANTY DEED THIS DEED, made between Richard O. Stout and Janet P. Stout, EXERT # husband and wife, Grantor, and Teri Alwes, a single person, and Lori Klin ler, a single person, as joint tenants, Grantee. TRANS FEE: 11.00 g g P J TRA FEE: 197.70 Grantor, for a valuable consideration, conveys and warrants to Grantee COPY FEE: the following described real estate in St. Croix County, State of Wisconsin: CC FEE: PAGES: 1 Lot 4 of Certified Survey Map recorded in Volume 20 on page 5026 as Document No. 801203 being a part of the Northwest Quarter of the Northwest Quarter (NWI /4 of NW1 /4), Section 3, Township 29 North, Range 18 West, Town of Warren. Recording Area Return to: Exceptions to warranties: Title One Premier Group, Inc Easements, restrictions and rights -of -way of record, if any. 706 19th Street South Hudson, WI 54016 042- 1004 -70 -050 Parcel Identification Number (PIN) This is not homestead property. Dated this 2nd day of August, 2005. * Richard O. Stout "Janet P. Stou by hgVAttorney In Fact Robert Speer * * AUTHENTT CA Il ffiONIOX ACKNOWLEDGMENT Signature(s) Ci V' 1 J\AG STATE OF WISCONSIN ) ST. CROIX COUNTY. ) ss. authenticated this 2nd day wt tk,Q X511 Personally came before me this August 2, 2005 the above named Richard O. Stout and Janet P. Stow` husband and wife * to me known to be the person(s) who executed the foregoing TITLE: MEMBER STATE BAR OF WISCONSIN insttumen d acknowledged the same *by her attorney (If not, in fact obert peer. authorized by § 706.06, Wis. Stats.) THIS INSTRUMENT WAS DRAFTED BY *Cheri Brown Peterson, Fram & Bergman — Steven H. Bruns Notary Public, State of Wisconsin My commission is permanent. (If not, state expiration date: 50 East Fifth Street, St. Paul, MN 55101 3/11/2007 ) (Signatures may be authenticated or ac)mowledged. Both are not necessary.) *Names of persons signing in any capacity must be typed or printed below their signature (� M WARRANTY DEED STATE BAR OF WISCONSIN FORM No.2-2000 t M Os -i Ea 0 1 2 0 3 VOL 20 PAGE 5026 KATHLEEN H. WALSH REGISTER OF DEEDS ST. CROIB Co., MI RECEIVED FOR RECORD CERTIFIED SURVEY MAP 07/22/2605 10 2:15PH LOCATED IN PART OF THE NWl /4 OF THE NW1 /4 OF SECTION 3, T29N. CERTIFIED SURVEY MAP R18W. TOWN OF WARREN. ST. CROIX COUNTY. WISCONSIN. REC FEE: 13.00 FEE: 3.00 DRAINAGE EASEMENT PAGES: 2 LINE TABLE ,/r D 1RECn01V D /ST. 4F D/RECAAN D/ST. E1 5003078 "W 50.00' E6 N89'SB29 "W 101.59' SURVEYOR: PREPARED FOR: E2 50030'18 "W 20.00' E7 N00'JO'18 E 144.12' DOUGLAS J. ZAHLER RICHARD STOUT E3 S895959 W 225.01' E8 A189'59'59 1 E 129.95' S & N LAND SURVEYING. INC. 1252 AWATUKEE TRAIL E4 S00171'39 32.97' E9 S6270'10 "W 707.69' 2920 ENLOE STREET HUDSON. WI 54016 E5 S63 41 41 "W 93.08' ElO N89:59 59 E 374.39' HUDSON. WI 54018 DUCK PONDI I I LOT 1 C.S.M. IN i UNPLATTED LANDS E L_VO 5 PG. 14 -00 S89'5 2 r - N ORTH LINE OF THE NW1 /4 NW COR. S89'59'59 "W 444.85' E C.T.H. 'E" S89'59'59'W 409.40' 33.00' 218400' N CDR —� 8 8' =•E9� - - - 50' WIDE POWER LINE Z SEC. 3 r - EASEMENT VOL 161. PG. 1 ` p ra 8 r - 01 mr OT oc> V. . m ...... 011 ACRES in 0 co 2 z E �5 (87.615 So. FT.) r4 --- ----- --- w UNPLA T TED H � 1 � LANDS Ia I S89'49'38'E 409.39' ti - - - - - - 1 - I p LOT 2 2.014 ACRES b I (87.734 SO. FT.) u� Q Ica 1 ; LOT 4' C2 2.016 ACRES cr u I trj W 589 39'40 E 409.39' �° t I _ 87 827 SQ. FT. d + 1 LOT 3 ( ) s ?, 2.014 ACRES 1 w :(87.734 SQ. FT.) - - - C7 l+ - . ... .... .......• m I33 I � I I I 291.62' O7 � y I------- - - -� -�� - - - -- -- - -- --- - -- -- a '` N89 7 0 1 .0 0' PUDLIC STREET - S89'29 42 E .806.26 m I �$ UNPLATTED LANDS DATA TABLE ALL LENGTHS ARE IN FE CURVE AT ( E1) • I II Curve Radius Central Chord Chord Are Tangent Bearings sE { z� Number/ Lot Length Angle Bearing Length Length Tangent In Tangent Out m C1 80.00 45'04'10' N23'02'23 "E 61.32 62.93 NOO N45 34'28'E "i C2 80.00 270 - 08'19' N8929'41.5'W 11.00 377.18 N4534'28"E S4433'51'E �! BOUNDARY 80.00 182'2x21' N45' - 39'12.5'W 159.96 254.76 N45`34 s43roro7'w I I 4 80.00 87'40'58' SOO'43'22'E 110.83 122.43 S43'07'07'W 3 S443'S1'E C3 80.00 45'04'09' S22'01'46.5E 61.32 62.93 S44 33'S1'E SOO'30'18'W wi /4 CoR. LEGEND SEC 3 ® FOUND 1' DIAMETER BERNTSEN STEEL SURVEY MARKER FOUND ALUMINUM COUNTY SECTION CORNER MONUMENT SET 1' OUTSIDE DIAMETER BY 18' LONG IRON PIPE. WEIGHING 1.13 LOS. PER LINEAR FOOT SCALE IN FEET 1" = 150' ......• ROADWAY SETBACK LINE (100' FROM RIGHT-OF-WAY) iia - - - - - - - - • - 12' WIDE UTILITY EASEMENT 150 O 150 �- DRIVEWAY THIS INSTRUMENT DRAFTED BY: WILLIAM KANE JOB NO. 6052 -24 DATE. 03/17/2005 SHEET 1 OF 2 SHEETS Vol 20 Page 5026 POWTS OWNER'S MANUAL MANAGEMENT PLAN Page of 3 FILE INFORMATION SYSTEM SPECIFICATIONS Owner '7eVtR% L.- tt q- o4A Septic Tank Capacity 1LYO gal ❑ NA Permit # Septic Tank Manufacturer a36A�r p NA DESIGN PARAMETERS Effluent Filter Manufacturer wb. ❑ NA Number of Bedrooms I 00gpd1bedroom 4 ❑ NA Effluent Filter Model ('N -w-m. ❑ NA Number of Commercial Units NA Pump Tank Capacity }S al p NA Estimated flow (average)* 4r g al /day Pump Tank Manufacturer %40 r "S.AJ p NA Design flow (peak), estimated x 1.5* (ioti g al/day Pump Manufacturer 1 0 — [D NA Soil Application Rate <o,Glt, Buda Pump Model S �l7 f Zt D NA Influent/Effluent Quality (NA❑) Monthly Average** Pretreatment Unit ANA Fats. Oil &Grease (FOG) :5 � ❑ Sand/Gravel Filter Peat Filter 30 mg/L ❑ Mechanical Aeration p Wetland Biochemical Oxygen Demand (BODs) 220 mg/L '� ❑Disinfection Other: Total Suspended Solids (TSS) (gravity) 5 250 m Manufacturer: Model: Preaeated Effluent Quality Monthly Average * ** Dispersal Cell(s) tp In- Biochemical Oxygen Dema B s) 5 30 m 2 g (g y) ❑ In- ground (pressurized) Total Suspended Solid) g ❑ At -grade ❑Mound Fecal Coli form (geo is mean 30 mg /L ❑ Drip CD Other. 10`cfu/100m1 09 Leaching Chamber Manufacturer 1 v. ov- Maximum Effluent Particle Size 1/8 inch diameter Model '4a: 4- Approval Stipulation *Wastewater Flow Verification on and calculations: Soil Application Rate O.'S% gpdW Area Req. %Yu lo ft' (Other than bedroom based) Absorption Area Credit per unit tt` Mi nimum Number of Chambers ❑ Aggre ate Design /Loading Rate= ft rrun •i values typical for domestic (non - commercial wastewater Materials: all materials must comply with WI Adm. Code and septic tank effluent. COMM84 and be installed per manufacturers specifications `Values t ical for pretreated wastewater. and approval letters. DESIGN CRITERIA ❑ "Wisconsin At -grade Soil Absorption System, Siting, Design & Construction Manual" (Converse et.al.1990) ❑ "Wisconsin Mound Soil Absorption System: Siting, Design & Construction Manual" Converse, J.C. and E.J. Tyler. Publication 15.22 ❑ "Design of Pressure Distribution Networks for Septic Tank -Soil Absorption Systems" Publications 9.6 p "Design of Conventional Soil Absorption Trenches and Beds ". R.J. Otis - ASAE Publications 5 -77 and "Design Manual - Onsite Wastewater Treatment and Disposal Systems ". EPA 625/1 -80 -012 October 1980 ❑ SBD - 10570 -P (R.6/99) "At -Grade Component Manual Using Pressure Distribution" >� SBD - 10567 -P (R.6/99) "In Ground Absorption Component Manual" ❑ SBD - 10705 -P (N.01 101) "In Ground Soil Absorption Component Manual" Version 2.0 C3 SBD - 10628 -P (N.6/99) "Recirculating Sand Filter System Component Manual" ❑ SBD - 10656 -P (N.6/99) "Split Bed Recirculating Sand Filter System Component Manual" ❑ SBD - 10572 -P (R.6/99) "Mound Component Manual' ❑ SBD - 10691 -P (N.01/01) "Mound Component Manual" Version 2.0 ❑ SBD - 10595 -P (R.6/99) "Single Pass Sand Filter Component Manual" ❑ SBD - 10657 -P (R.6/99) "Drip -line Effluent Disposal Component Manual" ❑ SBD - 10573 -P (R 6/99) "Pressure Distribution Component Manual" D SBD - 10706 -P (N.01 101) "Pressure Distribution Component Manual' Version 2.0 ❑ Drip -line Effluent Dispersal Component Manual for Multi -flo Onsite Wastewater Treatment Units Cl MAINTENANCE AND MANAGEMENT MAINTENANCE MONITORING SCHEDULE Service Event Service Frequenc Inspect condition of tanks At least once ever 3 D months ears Maximum 3 yTs ) Pump out contents of tanks When combined sludge and scum equals one -third 1/3 of tank volume Inspect dispersal cells At least once eve p months ears Maximum 3 yrs.) Clean effluent filter At least once every Lo g months C3 y ear (s Inspect pump, pump controls & alarm At least once every S ❑ months IS ears ❑ NA Flush laterals and pressure test At least once every ❑ months p ears 1$ NA Valves At least once every D months D ears NA Other At least once every ❑ months ❑ ears NA START Page Z of UP ts, ,., ;;; For new construction, prior to.use of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment process and/or damage the dispersal cell(s). If high concentrations are detected have the contents of the tank(s) removed by a septage servicing operator;prior to System start up shall not occur when soil.c"tions are frozen at the infiltrative surface. OPERATION The property owner is responsible• for the operatiiolf shd'rUiiijteiance of t1ii-POWTS ind submission of required reports. The quantity and quality of the wastewater stream will afpoct'the performance lorigeVity of your POWTS. The.installation of water-saving appliances and fixtures along with prompt repair of leaks reduces the wastewater volume. Also the brine or waste from water softeners, iron removal units, other clear water treatment devices and foundation drains should be discharged to the ground surface whenever possible. Note: this does not include laundry waste, dishwater, etc. ✓' This system is designed To handle domestic strength wastewater, however the disposal of food based greases and oils, vegetable /fruit peels and seeds, bones, and food solids such as those produced by a garbage disposal should be minimized. Toilet tissue is the only paper that should be discharged into the system. Other non - biodegradable items such as baby wipes, tampons, sanitary napkins condoms, cigarette butts, dental floss, and cotton swabs should not enter the system. Chemicals such as petroleum products, paint, disinfectants, pesticides, antibiotics, solvents, etc., should not be flushed into the system as they can seriously damage your POWTS and contaminate your drinking water supply. +� Maintain a regular steady flow by spreading laundry washing throughout the week. Avoid vehicle traffic over all system components. Compaction of snow over the dispersal unit may cause it to freeze up. Vol" ❑ Valves Valves shall be operated in the following manner: (};Alarms Alarms should be tested on a regular basis by the home owner. If an alarm sounds, contact an individual licensed to service POWTS, There is normally a 1 day reserve under regular operating conditions, however water should be co rved until any problems with the system are corrected to prevent back -up of sewage into dwelling or surfacing. INSPECTIONS Inspection shall be made by an individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Maintainer or Septage Servicing Operator (per the attached Maintenance Schedule). Ne�eptic Tanks Component I Tank inspections must include a visual inspection of the tank to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any backup or surfacing of effluent . Access openings used for service or assessment shall be sealed and/or locked upon completion of service. Any defects shall be promptly corrected. Exposed openings greater than 8 inches in diameter shall be secured with an effective locking device to prevent accidental or unauthorized entry into the tank. When the combination of sludge and scum in any tank exceeds one -third (1/3) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with Chapter NR 113, W isconsin Administrative Code. The outlet filter(s) shall be inspected and cleaned to remove any accumulated solids according to manufacturer's specifications. Provisions are to be made to retain solids in the tank. Filter cleaning may be necessary at more frequent intervals than stated in the maintenance schedule to keep the system operating. 120ump Chamber/Treatment Tanks Component The inspection must include a lest of all electrical equipment such as purhps, alarms and floats. A visual check must be made for leaks, backups, surfacing ,''missing or brokeniii u' iy devices and other hardware and the condition of the filter. Any service needs or repairs shall be promptly taken care of START UP 11))� Page Z of 3 �' _ r �, .�.'., 3 For new construction, prior WAN of the POWTS check treatment tank(s) for the presence of painting products or other chemicals that may impede the treatment procegs * damage the:dispersal cell(s).,If high concentrations are detected have'the contents of the tank(s) removed by a septage serv>Gtng opeiatgA priori to use .��' j �% System start up shall not occur when soil.candihons:ire frozen -at the irifiltrative surface. OPERATION The property owner is responsible the operatiott''arY6ftiiiteriance of the rind submission of required reports. The quantity and quality of the wastewater stream will aff;0the perforrtiancit '-and lorigevity of "your POWTS. The .installation of water - saving appliances and fixtures along with prompt repair of leaks reduces the wastewater volume Al ;o the�brine or waste from water softeners, iron removal units, other clear water treatment devices and foundation drains should be discharged to the ground surface whenever possible. Note: this does not include laundry waste; showers, dishwater, etc. ✓' This system is designed To handle domestic strength wastewater, however the disposal of food based greases and oils, vegetable /fruit peels and seeds, bones, and food solids such as those produced by a garbage disposal should be minimized. Toilet tissue is the only paper that should be discharged into the system. Other non - biodegradable items such as baby wipes, tampons, sanitary napkins condoms, cigarette butts, dental floss, and cotton swabs should not enter the system. Chemicals such as petroleum products, paint, disinfectants, pesticides, antibiotics, solvents, etc., should not be flushed into the system as they can seriously damage your POWTS and contaminate your drinking water supply. Maintain a regular steady flow by spreading laundry washing throughout the week. Avoid vehicle traffic over all system components. Compaction of snow over the dispersal unit may cause it to freeze up. tr p Valves Valves shall be operated in the following manner: Alarms Alarms should be tested on a regular basis by the home owner. If an alarm sounds, contact an individual licensed to service POWTS, There is normally a 1 day reserve under regular operating conditions, however water should be conserved until any problems with the system are corrected to prevent back -up of sewage into the dwelling or surfacing. ✓ INSPECTIONS Inspection shall be made by an individual carrying one of the following licenses or certifications: Master Plumber, Master Plumber Restricted Sewer, POWTS Maintainer or Septage Servicing Operator (per the attached Maintenance Schedule). IbKeptic Tanks Component Tank inspections must include a visual inspection of the tank to identify any missing or broken hardware, identify any cracks or leaks, measure the volume of combined sludge and scum and to check for any backup or surfacing of effluent . Access openings used for service or assessment shall be sealed and/or locked upon completion of service. Any defects shall be promptly corrected. Exposed openings greater than 8 inches in diameter shall be secured with an effective locking device to prevent accidental or unauthorized entry into the tank. When the combination of sludge and scum in any tank exceeds one -third (1/3) or more of the tank volume, the entire contents of the tank shall be removed by a Septage Servicing Operator and disposed of in accordance with Chapter NR 113, Wisconsin Administrative Code. The outlet filter(s) shall be inspected and cleaned to remove any accumulated solids according to manufacturer's specifications. Provisions are to be made to retain solids in the tank. Filter cleaning may be necessary at more frequent intervals than stated in the maintenance schedule to keep the system operating. 1;4pump Chamber/Treatment Tanks Component The inspection must include a test of all electrical equipment such is pumps, alarms and floats. A visual check must be made for leaks, backups, surfacing;'missing or'broken`'seciiriry devices and other hardware and the condition of the filter. Any service needs or repairs shall be promptly taken care of. Page 3 of l In- Ground Gravity Component Dispersal Cells The inspection shall include recording the levels of ponding, if any in the observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any discharge to the ground surface must be promptly reported to the regulatory authority. Ponding at depths greater than 75% of the height of the component may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. / j 1 ❑ Mound, At- Grade, In- Ground Pressure The inspection shall include recording the level of ponding, if any i50m observation tubes and a visual inspection for any evidence of surface seepage or discharge. Any i arge to the 4w6d. surface must be promptly reported to the regulatory authority. Ponding greater than 75% of the height o e co m vent may indicate overloading or impending hydraulic failure necessitating more frequent monitoring. I The pressure distribution system is provided with opening the end of each lateral to be used for flushing. The laterals should be flushed at least once every three (3 ars. Pressure ch s of systems with multiple laterals should be done to ensure that equal-distribution of effluent i ccurring to promote the ongevity of the system. REPORTS Reports for maintenance, inspection, and monitoring shall be submitted in accordance with COMM 83.55 Wisconsin Administrative Code. ABANDONMENT When the POWTS fails and/or is permanently taken out of service the following steps shall be taken to ensure that the system is properly and safely abandoned in compliance with Ch. COMM 83.33, Wisconsin Administrative Code. All piping to tanks and pits shall be disconnected and the abandoned pipe openings sealed. The contents of all tanks and pits shall be removed and properly disposed of by a Septage Servicing Operator. After pumping, all tanks and pits shall be excavated and removed or their covers removed and the void space filled with j soil, gravel or other inert solid material. ! CONTINGENCY PLAN If the POWTS fails and cannot be repaired the following measures have been, or must be taken, to provide a code compliant replacement system: ❑ A suitable replacement area has been evaluated and may be utilized for the location of a replacement soil absorption system. The replacement area should be protected from disturbance and compaction and should not be infringed upon by required j setbacks from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil from existing and proposed structure, lot lines and wells. Failure to protect the replacement area will result in the need for a new soil and site evaluation to establish a suitable replacement area. Replacement systems must comply with the rules in effect at that time. ❑ A suitable replacement area is not available due to setback and/or soil limitations. Barring advances in POWTS technology a j holding tank may be installed as a last resort to replace the failed POWTS. ! The site has not been evaluated to identify a suitable replacement area. Upon failure of the POWTS a soil and site evaluation j must be performed to locate a suitable replacement area. If no replacement area is available a holding tank may be installed as a last resort to replace the failed POWTS. ❑ Mound and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. <<WARNING>> SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL GASES AND /OR INSUFFICIENT OXYGEN, DO NOT ENTER A SEPTIC, PUMP OR OTHER TREATMENT TANK UNDER ANY CIRCUMSTANCES. DEATH MAY RESULT. RESCUE OF A PERSON FROM THE INTERIOR OF A TANK MAY BE DIFFICULT OR IMPOSSIBLE. ADDITIONAL COMMENTS POWTS INSTALLER POWTS MAINTAINER Name Name Phone "r Phone 1 SEPTAGE SERVICING OPERATOR (Pumper) LOCAL REGULATORY AUTHORITY Name . C -A►b:k -.—,A Zow:� Phone Phone lvs- 3$b- e0 I "A 1r 1� k" TA IL^ EA ERPROOF W T11 , 1 LOCKINa�CO�IER JUN CTION JScvc 1 /v t ABED . r p1+ICK G��caiytGT --1 Crr-Qc ' 40 PiP 3 - tWM 7 NDt, , , ) TUFteED Sol L. 24" Z.D. I d E tJT MtWU4L� I • �g /ibti T • ..wLLP — — — GPPROVLD la� c�s,cET 3t�xrs gLiF FLE 3' o■To Au. Pips a al C s� \ wcAS C4" E C.T 1 0 t+b �- ``� � . �.X - O 01 " °a'� C)Roob4o F Lev , C. 9 2,5 Ow Pump v coNuErF . `� � ��"• BcoCK SEPTIC E —Sp IFIGAT10QS DOSE i TAWKS MALIUFACTURfR: fIJUMpER OF 001%E5: s;� s PER OAS TAWK SIZE: GALLOWS DOSE VOLUME ALARM U M WFACTURCR' S� FI "'��° INCLUDING 6ACKFLOW: \ � O ' c � MODEL WUMjER: 101 ��`' CAPACITIES: A= WcAcs OR swITCH Ty : = ~ � ti�b d � Z WcHES OR � Z z. "LL o.,s PUMP MAkJUFACTURCR: -- �' "�" C ■ �� IUCNES OR MODEL ►JUMDER: -,,o D■ 9'0 INCHES OR ° g 3A,„0 �;S SWITCH TYPE; WOTE: PUMP AUD ALARM ARE TO DC NA 5EPARATE CIRCL.TS ` INSTALLED OW MIIJIMIUN'\ DISCMARCiC RATG ►M VERTICAL DIFFEILE DETWEEM PUMP OFF AQD 013TRIbUTIOU PIPE.. G, ' FEET I + m'UIMUM 1 JETWOKK SUPPLY PpissuRE .. . . , . ��� FCET + � FEET OF FORCC MAIM X �.� F oFEI:RIGTIOU FACTOR. I '�� FEET 0 a� TOTAL DtIWAMIC, HEAD FEET IUTERIkJAL DIME.1JG OF TAkJK: LEKICvTH . W6t0 __.;WIDTH ;LIQUID DEPT t'A 6 R ` Engineering Details SHEF30 Pump Characteristics Performance Data M*ta UM SaiatertMha t Aa9@Wk MWddr SN[ /�OAI Ha""" .SO MI land Ant 1.0 Mela SWW rely 14 MW v Its Hat: 60 o � U"W t. t 12" AtIkliMkt NMA DesIa A buAH" GM A O+rcher She I.1 /2'N►1ISMw Total Net foot 4 1 S 1 12 1 16 1 20 1 24 SOII& W"A q 3 /4 1 V%W 0'M M.s.l 1 44 = 29 22 1 12 0 U10 Wegrt as Its. ►ewer Cad IBA sm� W St1 Dime nsional Data '�" ,; ' ( w*W 4 i"` Wkr Materials of-Construction {eawld t« ssNraa� en. Needle SMYMu Steel �. Vary: i/) wxk a Dish'! tlt a "" 1 1W tw (Wovoi« wpm WO WIAW Meta Mao GK ka ,, c•a war t RMIAM aW w" in Car S. tWOH 6W 041=W v 4. WS OW Aa * o Wake names. w s.r prfkaa OW Char Me "" Sal hm.. C " /Gtwwir �+ ailaur nstke Shah Seal Sad 1#11V An" stew r 1 S�r9af $"Is )'tall 1elawn harN I i 1 * n G" inn S H" Ixn - 21M SHOW LOWN tree son" rote t k t• y � r` lot) r� &F LV E*" 11k Fasuwn _ I 0 1999 M ic' Fumos, AsNcni, 060. AI! R' b Reeved. HYDROMATIC W — Yw Aul har.xW Locd NOboor - EMMM 040 Banty W AWmi, Ore 44105 1ek 419.219142 Fore 1141114011 Web Site: WWW'"at OPL COM SALES OFFICIS IN ALL NWOR CITIES AND COUNTRIES A ", '. • �` e. � O� tam w: W0II4350 1206 trM � C.J fi ' Engineering • Pump Characteristics Perfor Data MlorAtk Mskh SNEF]OAl FW ls+ad Amp 1.0 4 >o ...__r_.... NN10f 7ypt Sh W hb 14 ) R.►JN. 1 SSD 1 � ►hose 0 I : � to . 1 Vshp 115 WOM 60 I I 16tppsntae i2n Arl"M ceF�r w ux1 1 0 .1 ... , M__ " __ is NERD A LWW+ e hsdsti" Cans A D+cc{wr She 1 -I /Z' N►71Jtsswetl Total NNI� 1rt#t 4 t 12 16 40 44 11%W d'M (V.S.) 44 si S*14 NU&q 3/4' 2! 2= 12 0 USA Wovit 30 6s. Pews( Cad I &A SnW, W std. Dimensional Data r•s dirrroer� b irdwt Materials of. Construction gyp ► I . IV NO& SWis{sss Saari � = 1 / 1 "a' A j •.1/2 1 1W Is isrovaim Fine Uix* ON Didakk 01 %) Wow" Rota Nua GsF k M wr l slersen+.d.imM en e , CrlpU�oa �dmeu • S. srV4N Ierel e4mwl Pew Cabe C" �. 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W-0240501206 6M d { HAIN . �Q TXA I L— r WELI'4ERPROOF LOCK) WG�CO14ER ,jU QUICK C44c4)w §acT --- 000cp i 1 2' 4 P Pt"' ' 3' PLIL of1'N N oISTuReEO SO IL 24 24u t.D, M4�tuC� YE N7 , /Aif T • � '� "WLLG — — oWaavto 4 S�� CRSKET ��lTJ WFLE 3' Du C.QKm E CT 10 K4 �— / "� . �X 1 \ l- 1 G Rouµc ow PurtP C L aIOC•< SEPTIC f SP IFI DOSE MJ / TAW MAWUFACTURCR: (JlJh10ER OF DOSES: PER OAS 11 TA►JK SIZC, 'b GALLOWS DOSE VOLUME ALARM MA►JUFACTUKER: S�; F��� -��o INCLUDINCa 6ACKFLOW: '� CA'',LONS MODEL WU)AbER: 1 o t la w ' CAPACITIES: A= 2�8 IUCNES OR WLLOk;S SWITCH Ty ►[: wa�.vwv ..lb 7` � Z B a iWCHES OR W��OuS PUMP MAQUFACTURCR; ■ iUCNES OR tom � GA�.ouS MODEL A1UMb[R; S2'�� D■ INCHES OR t4 �' o g 3A�.0 NS JWITCH TYPE; ... "'\ ' IJ PUMP AWD ALARM ARE TO DL MIWIMUM OISCKAR" KAT k-) \A _GPM INSTALLED OW SEPARATE CIRCu TS / VERTICAL DIFFERfIJ BETWECIJ PUMP OFF A1J0 013TRIbUTION PIPE.. � FEET + Mi►.IIMUM NETWORK SUPPLY PRESSURE .. . . , . ��� FEET + 2 IFFY OF FORCC MA 3.3 FT - Z ,3 � � IW X FRI TIO FACTOR �o rt C u TOR. FEET � a� TOTAL OtIWAMIC. HEAD = FEET 1UTER►JAL DIMEW61OWt OF TAWK: LEWC,TH \Z1L 1j 1 " ` - ---- -- _.;WIDTH �� ; DEPT