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HomeMy WebLinkAbout034-1049-70-100 0 CA O - D 0 a � 1 O d F 7 d O C K 6 C � A m m /� m 3 __ Cn T L n O w C (n N O � C7 m O y w CO CL - p N w i a (n m co co (D o pi N CL N CD y C'�, � a W V "S Q C Q' 7.� A O p c ro c v c (d s o D 0 ts� o Nr To 0 O� N W O .7 CL O O O ILm O C � CO 00 O (D S1 0 0 OD W ((D cn O C 4 �� ~ C CD a �O O O F �• C: a A � � . i N O cr O O 'i O N co CD = � v , N 7 d o LJ a s D D o O N M N d 3 d h (D N c m N CD p cn p Z CD n C n Q : j' z rn < O N CL Z 3 z 6" CD .0 A A U CD CS "p CT 0 a 3 `< N C CD G) O O n . 7 fD O T Cn 0 v 6 0 3. O O. A O � L 0 - ID = n 7 CD N -, CD Cn -n 7 (D C N CL CL N ! i b o n (D Fn 0 CD O z a m s ST. CROIX COUNTY ti —~ WISCONSIN ZONING OFFICE r " � " " " "' ■� ■•� ST. CROIX COUNTY GOVERNMENT CENTER +.;. 1101 Carmichael Road Hudson, WI 54016 -7710 —' (715) 386 -4680 January 30, 1997 File Ref: 100 -96 Tsuefu Yang Via Certified Mail 893 Highway 128 Return Receipt Requested Glenwood City, WI 54013 Re: Board of Adjustment Decision Dear Mr. Yang: The St. Croix County Board of Adjustment has reviewed your application for a Holding Tank New Construction and has denied your application. The enclosed document is the formal decision regarding your application. . Should you have any questions or concerns, please do not hesitate in contacting me. Very truly yours, P 247 935 906 000 US Postal Service Thomas C. Nelson Receipt for Ce Zoning Administrator No insurance Coverage le d Mail Do not use for Intema�onal Mail d sent to,Ts See reverse dl Enclosure ire IN al't Post rk/ , 8 Zi cc: Gloria Walz, Clerk - Town of Springfield State, p Postage Certified Fee ' V �(/ Special Delivery Fee Restricted Delive ry Fee ��� • rn to Retum Receipt Showing m om Date Delivered Date, 8om, sA a TOTAL Postge &Fees PosUrtaric or Date $ 5-11 L2 W FINDINGS, CONCLUSIONS, AND DECISION OF THE ZONING BOARD OF ADJUSTMENT ST. CROIX COUNTY, WISCONSIN Case: 100 -96 Complete Application Received: November 19, 1996 Hearing Notice Publication: Weeks of 12/01/96 and 12/08/96 Hearing Date: December 19, 1996 FINDINGS OF FACT Having heard all the testimony, considered the entire record herein, and conducted an on -site inspection, the Board finds the following facts: 1. The applicant is Tsuefu Yang, whose address is 893 Highway 128, Glenwood City, Wisconsin 54013 2. The applicant on November 19, 1996 filed with the Zoning Office an application for a variance for a holding tank for new construction. 3. Tsuefu Yang is the owner of the property which is the subject of the application which is located in the NWI /4 of the ; NW1/4, Section 22, T29N -R15W, Town of Springfield, St. Croix County, Wisconsin. 4. The subject property is presently used for farming. 5. Zoning Administrator, Tom Nelson, explained that this is a request for a variance to the sanitary ordinance. Right now there is a 4 bedroom house on the property. 6. Nelson introduced Exhibit ibi 1, a copy of the soil test; Exhibit 2, a picture of the 4 bedroom house and proposed site for new 2 bedroom house; Exhibit 3, a Plot Plan showing residence and barn and site for new holding tank and butchering building; Exhibit 4, a Site plan /building plan showing oriental cultural butchering building representing a 3,000 gallon holding tank. 7. Tsuefu Yang, being duly sworn, addressed the Board explaining that he would like to put in a holding tank for his butchering building, as the existing mound system is for the house and would not be large enough for both buildings. 8. A discussion was held on the Soil and Site Evaluation Report on suitable soil for the system. Yang went over the map with the Board, pointing out the existing system and buildings. 9. Gail Smith drew up the diagrams and did the soil testing. i 10. Yang told the Board that the amount of animals that will go through this building varies and that he does not have an accurate count of how many would be butchered in a year. 11. Chairman Bradley informed Yang that the Board is not in favor of holding tanks as they seem to create problems. 12. Yang told the Board that he has appeared before the Town of Springfield on this issue and that they are waiting to see what the Board of Adjustments does before making a decision. 13. Nelson suggested that Yang may want to talk with the state and look into putting in a whole new mound system to use for both residence and butchering building. CONCLUSIONS OF LAW The Board concludes that: 1. The Board of Adjustment has authority under sec. 17.7 0 (5) (c) 4, St. Croix County Zoning Ordinance, to grant variances to the strict terms of the ordinance. 2. Section 15.04 (3)(a)3 prohibits holding tanks on new construction. DECISION On the basis of the above Findings of Fact, Conclusions of Law, and the record herein, the Board votes to deny the applicants' request for a holding tank on the following vote: J. Neumann Yes T. Filipiak Yes A. Jensen Yes N. Golz Yes Chairman J. Bradley Yes and suggests that the applicant look into other alternatives. APPEAL RIGHTS This decision may be appealed by any person aggrieved by filing an action in certiorari in the circuit court of this County within 30 days after the date of filing shown below. The County assumes no liability for and makes no warranty as to the legality of any construction commenced prior to the expiration of this 30 -day 2 period or the identity of any person who may claim to be aggrieved by this decision. ZONING BOARD OF ADJUSTMENT off., D-.. Signed Chairperson Attest Zoning Administrator Dated: 01/31/97 Filed: 01/31/97 3 k r ' ° 2 T @ � �A 472 ƒ 7¥(/ i I ± \ E \/ 2) g �kk= ��� ° �jPL e ■ / ; @ / ( / CD , I E c o E E ° ® it ƒ CL $ CD \/ = g. oCD 3 o f e IQ , 4 z § E � / § § ) r a_ � k T T g . ■ "Ni. �2/ 000�. - § / E I § ) CO) \ , a : 0 CD T / \ § § m Z 7 .. § / 2 / R , . § 7 CL - m c \ \ f z ] _ w ■ o z ■ 0 / / z E ; G 0 § § � � a § Z § rT 7 2$[ §a 2 2 {=r \ CD m z ( 7 s2 k ( 2 0 Q,« ¥g§ M (D 7 � ;�� � o =\ / CD � cr 7 ff3 0 CL CD 0 . � < 2 \ : � Parcel #: 034 - 1049 -70 -100 07/03/2006 12:25 PM PAGE IOF1 Alt. Parcel #: 22.29.15.342A 034 - TOWN OF SPRINGFIELD Current �X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner YA & PHOUA YANG O - YANG, YA & PHOUA 893 HWY 128 GLENWOOD CITY WI 54013 Districts: SC = School SP = Special Property Address(es): ' = Primary Type Dist # Description ' 893 HWY 128 SC 2198 GLENWOOD CITY SP 1700 WITC Legal Description: Acres: 40.000 Plat: N/A -NOT AVAILABLE SEC 22 T29N R1 5W NW NW EZ -UT- 1348/280 Block/Condo Bldg: EXC PT TO HWY PROJ 1490/477 EXC PT TO CTY HWY PROJ Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) 22- 29N -15W NW NW Notes: Parcel History: Date Doc # Vol /Page Type 03/08/2004 755996 2522/357 WD 04/25/2000 621835 1505/288 WD 02/17/2000 618456 1490/477 WD i 1129/583 WD 2006 SUMMARY Bill #: Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 04/14/2006 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 26.000 1,450 0 1,450 NO UNDEVELOPED G5 2.000 100 0 100 NO AGRICULTURAL FOREST G5M 10.000 9,000 0 9,000 NO OTHER G7 2.000 9,550 100,800 110,350 NO Totals for 2006: General Property 40.000 20,100 100,800 120,900 Woodland 0.000 0 0 Totals for 2005: General Property 40.000 20,200 100,800 121,000 Woodland 0.000 0 0 Lottery Credit Claim Count: 1 Certification Date: Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 -- - I ' I I r - � � 1 I -� ' IVA \7 4 I LJ -- _- i -I _ i I Wisconsi�Departm r ofCominerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety a m Building INSPECTION REPORT Sanitary Permit No: 395176 0 GENERAL INFORMATION (ATTACH TO PERMIT) ' State Plan ID No: Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)]. Permit Holder's Name: City Village X Township Parcel Tax No: Tsuefu, Yang Springfield Townshi 034 - 1049 -70 -100 CST BM Elev: + Insp. BM Elev: BM Description: Ej TANK INFORMATION ELEVATION DATA `T L3 t TYPE MANUFACTURER CAPACITY STATION BS HI I FS ELEV. Septic l2 / Benchmark O ` 4 �a ' • J r Z Dosing � Alt. BM �- wr Aeration Bldg. Sewer co—s f °b �•o,, i Holding st/l, f , 1 I +� � •t8 `— TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic > `O , 'b O / Dt Bottom ] ! . 3 (v . q� Dosing u u t Header/ an. Aeratio Dist. Pipe I Asa lot -13 Holding Bot. System 2 • Ip0 leo - Final Grade flL PUMP /SIPHON INFORMATION Manufacturer LL Demand I St Cover \x 4P(Id1 GPM M odel Number Z- °le (o-% L I S S 3 TDH Lift _ Friction Loss System Head 3 TDH Ft _ � 520 .°lj , 5 Forcemay Lenngt h I Dia. q Dist. to well C � + SOIL ABSORPTION SYSTEM BED/TRENCH Width Length No. O enches 1PIT DIMENSIONS No. Of Pi Inside Dia. epth DIMENSIONS 1Z 1 Tr SETBACK SYSTEM TO JV P/L BLDG WELL LAKE /STREAM LEACHIN = Manufacturer: INFORMATION CHA OR Type Of System: 15 !� 7 tI , Ito C UNIT 11I Number: DISTRIBUTION S YSTEM + Z• Vlf Header/Manifold Distribute F , , yt x Hole Se y x ola N g Vent to Af�tak' Pipes; // ,� L Dia Length!_ � Dia �, r _ 2• Spacing Z SOIL COVER x Pressure Systems Only xx Mound Or At -Grade Systems Only Depth Over Depth Over xx Depth of eeded /Sodded Mulched xx S Bed/Trench Center Bedlfrench Edges Topsoil Yes 7MN,7 Yes LM No F COMMENTS (Include code discrepencies, persons present, etc.) Ins ecti n # : 061 01 o Inspection #2: 6 , Location: 893 Highway 128 Glenwood City, WI 54013 (NW 114 NW 114 22f29N R15W) NLot call No: 22.39.15.34, 1.) Alt BM Description = r 2.) Bldg sewer length = •�qp f ,' At / - amount of cover = (� p `f s Ca, (0 i � a Coptour `h er side n revision for ad [j Yes No '' ?� 1 for additional information. Date Inse is S' nature I Cert. No. 10 (R.3l97) (4r/ .� ov * r . ..... ...___ -- . M c Sanitary Permit Application Safety do Buildings Di%ision In accord with Cotton 83.21, Wis. Adm. Code 201 W. Washington Ave. See reverse side for instructions for completing this application PO Box 7302 6811sconsin p ur p oses Madison, to c ounty i Oepbrt et►ent nt L'oetienetcw Personal information you provide may be used for secondary p rP (Submit completed form to county if nor [Privacy Law, s. 15.04(1 Xm)1 state ow"CA. Attach COMP fans to the county copy only) for diesy ste o r nest less than 8 i /2 x 11 inches in size. Cavity State Sanitary Permit Number Li Cbeek if revision to ptevibus application State Plan 1. D.N mber /I LZ6 1z 3 r I. Application Information - Please Print all Information Lo Property Location Property Owner Name I umber Block Number Property Owner's Mail N City, State _ Zip IFHG Subdivision Name or CSM Number II. Type of Buildin : (check one) c� t - O City O Village W� [ or 2 Family Dwelling - No. of Bedrooms : .®.Town of C7 Public/Commercial (describe use):_ O State -Owned 0�!l Nearest Road /06 Parcel Tax Number(e Q C j../0 C / "70 ' III. a of Permit: Check only-one box on line A. Check box on line B if applicable) 2 5 3 y 2 — _ l A) I. p Nt:w 2, Iacement 3. Q Replacement of 4. 5. 6. O Addition , ,o S stem System Tank Only Existing S• , rem B) t - P ermit Number Date slued O A Sani Permit was previously issued N. Type of POWT System: (Check all that apply) © Non-pressurized b Q v[ound t!y k "S ❑Sand Filter ❑Constructed Wetland • Pressurized In-ground O Holding Tank ❑ Single Pass O Drip Line • At de ❑ Aerobic Treatment Unit ❑ Recircul O Other. V. Dis ersaUTreatment Area Information: 9�' S fn /• 9Z - Z' S2 3 -. ) 2. Area 3. Dispersal Area . Sot ercolation Rate 6, Systern E evation 7. Final Application D. Grade t R uired 600 Proposed 6 00 ✓ Rau (GalsJday / � . R.) (MinJinch} /00e j � Elevation 1 VII. Tank Capacity in Total # of Manufacturer Prefab Site Steel Fiber- Elastic Information Gallons Gallons Tanks Con- Con - glass - New Existing Crete strutted Tanks Tanks O O O O ❑ El ❑ a 7Sn - Z) VIII. Responsibility Statement 1 I the undersigned, assume res nsibili for installation of the POWTS she the attached nlar s A _—1 P u s -Ntune font) PI s Stguature (no s ): MP RS o. Business Phone Number Plumber's Address (Street, City, St7�r } �rl IX. Co unty /Department Use Only ❑ Disapproved Sanitary Permit Fee (Includes Groundwater Date slue Issuin amt Sigmtun (No sumps) Approved 13 Owner Given Initial Adverse Surcharge Fee) Determination X. Conditions of Approval /Reason for Di l 5 y57er— / t-x f leSr9 -o4 / A/: Ali 4 GV055 S�d�t7t . �Ik1w��r Wi/I 6t j1Ck.�p� OGaJC SOS Gtc�i YDr c'OvL'�ol�r �iht CcwG� �eoSS�.b� CuVVt SI(f�w.. ,• E.nC 4tr• mT ten_r Nt� m �xr of Gtir✓eY.f OCCk�a..s et�:� i+^ay Deco YS ah OCCI�+ P Y SOIL AND SITE EVALUATION REPORT Pap __(_of q D LHR in accord with ILHR 83.05, Wit. Adm. Code COUNTY Attach complete site plan on paper not less than 81/2 x 11 inches -in siZe. Plan must include, but �o not limited to vertical and horizontal reference point (BNB; tlectlpt� a af.glope, scale or PARCEL I.O. t '/ dimensioned, north arrow, and location and distance Nearest road. ­'/ .; ` ©.3 Iz- Inzi - Z APPLICANT INFORMATION- PLEASE PRINT ALL INFO�tMATIQN' ;' RE 0 Y� DATE Z PROP RTY OWN •PR LOCATION Lke U-- 12, / ` GO �� 1/4 a) 1 /4,S U T v� / �N,R /� ) W PROPERTY 0 NER:'S MAIL G ADDRE a c' .., ' LOT' BLOCK # SUBO. NAME OR CSM # CITY STATE ZIP CODE P BER c- ° QVILLAG . Q N NEA EST ROAD [ ] New Construction Use Residential /Number of 6i'd [) Addition to existing building )(Replacement () Public of commercial describe Code derived daily flow 90 D gpd Recommended design loading rate N ed, gpd /ft trench, gpd/ft Absorption area required 7,J bed, ft2 — trench, ft Maximum design loading rate _ bed, gpd /ft N____� trench, gpd/11 Recommended infilVation surface elevation(s) %t O. /D ft (as referred to site plan benchmark) A Md. Monalde sign! site considerations 2 , 7 11 _o F sA �U �I�I/d2 R Sl�s�2M Parent material 6�l A t f h 4 rX 4 L' Flood plain elevation, if applicable ft S = Suitable for system CONVENTIONAL MOUND IN-GROUND PRESSURE AT -GRADE SYSTEM IN FILL HOLDING TANK U= Unsuitable fors stem ❑ S ❑ U ❑ S D U [IS [1 U [IS ❑ U [IS ❑ U D S O U SOIL DESCRIPTION REPORT Depth Dominant Color Mottles Structure GPD /ft ^� Boring # Horizon Texture Consistence Baxiolary Roots in. Munsell Cu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench ��t ..<:. 51.4 M F-r aM 46lv 46l M F g C w vF OF Ground D 2 - 5 F A M V F elev. C M c d A 98�ft. D �- Depth g to factor R e m arks: - -- —_ Boring # M s / �1 �i �n a S 1` P' 112 R �,� r v� N Ground ' 9 elev. tt. Depth to limiting fac r Remarks: I CST Name _ Please Print C- � / e 'M �'� ,cam // Phone: /�— Address: r Av / 7 �1- e * ic! o l d C %/ !� i .5' O/ ftnature: Date: q � �►�. CST Number��� PiiOPERrY.OWNER '7"S a e /- 1/R P9 SOIL DESCRIPTION REPORT Page a2 of 3 PARCELLO.# Boring# FHorizo Depth Dominant Color Mottles Texture Structure Consisfence Roots GPD /ft r(Vf In. Munsell Clu. Sz, Cont. Color Gr, Sz. Sh. Bed rends co de- 2M S,4 K Mir A S M ,� /o aAAd M� �w v ,s -� Ground l /b P SG a L' 6 K M I' Z `_ P P elev. Depth to ' limiting fact s Remarks: Boring # E3 Ground elev. ft. Depth to limiting ' factor Remarks: Boring # Ground elev. ft. Depth to limiting factor Remarks: Boring # s Ground elev. ft. Depth to limiting factor Remarks: coo' PAA N 01 i I na sloe pop, lei qF A N& IL T-M � I ---- ------ N . I i -- - - - - -i - -- - -_' L-L l I l i I it - I I � I I i 1 I- I } i I� j � 1 I Safety and Buildings 4003 N KINNEY COULEE RD LACROSSE WI 54601 -1831 - TDD #: (608) 264 -8777 ,s.0nsin www. www.commerce o ns ov wiscnsin.gov Department of Commerce Scott McCallum, Governor Brenda J. Blanchard, Secretary July 16, 2001 CUST ID No.224229 ATTN: POWTS Inspector ZONING OFFICE ° KEVIN M LANNON ST CROIX COUNTY SPIA 4792 STATE RD 25 1101 CARMICHAEL RD MENOMONIE WI 54751 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/16/2003 Identifica b s Transaction ID N . 66109 SITE• Site ID No. 63284 TSUEFU YANG Please refer to both identification numbers, 893 HWY 128 above, in all correspondence with the agency. TOWN OF SPRINGFIELD ST CROIX COUNTY NW1 /4, NW1 /4, S22, T29N, R15W FOR: DESCRIPTION: FOUR BEDROOM MOUND SYSTEM OBJECT TYPE: POWT SYSTEM REGULATED OBJECT ID NO.: 801947 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. 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 Private Onsite Wastewater Systems VERSION 2.0" SBD- 10691 -P (N.01 /O1) and the "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems VERSION 2.0" SBD- 10706 -P (N.01 101). • 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 the mound manual, and section VI of the pressure distribution component manual are complied with. A copy of this letter including instructions and information relating to proper use and maintenance of the system must be given to the owner and each subsequent owner upon completion of the project. • The existing POWTS must be properly abandoned. • Limited activities are allowed in the area 15 down slope of the component area. Soil compaction, excavation, vehicular traffic and other similar activities that impact the treatment and dispersal are prohibited. • Comm 83.52 Responsibilities. 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 1 83.54 . In addition, owner is responsible for submitting a maintenance verification report () n, P g acceptable to the county for maintenance tracking purposes. Reports shall be submitted at intervals appropriate for the component(s) utilized in the POWTS. • 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. I KEVIN M LANNON Page 2 7/16/01 • Comm 83.52(3) The activities relating to evaluation and monitoring mechanical POWTS components after the initial installation of the POWTS in accordance with an approved management plan shall be conducted by a person who holds a registration issued by the department as a registered POWTS maintainer. • A Sanitary Permit must be obtained from the county where this project is located in accordance with the requirements of Sec. 145.135 and 145.19, Wis. Stats. • Inspection of the private sewage system installation is required. Arrangements for inspection shall be made with the designated county official in accordance with the provisions of Sec. 145.20(2)(d), Wis. Stats. 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 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. Sincerely, FEE REQUIRED $ 175.00 FEE RECEIVED $ 175.00 y BALANCE DUE $ 0.00 Charles L Bratz POWTS Plan reviewer II- Integrated Services (608) 789 -7893, Mon. -Fri. 7:45 AM to 4:30 PM WiSMART code: 7633 cbratz@commerce.state.wi.us cc: TSUEFU YANG Tsuefu Yang - Mound Transaction # 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: NW 1/4, NW 1/4, Sec. 22, T 29 N, R 15 W Town: Springfield County: St. Croix Date: July 5, 2001 Owner: Tsuefu Yan t C� Address: 893 HW 128 Glenwood City, WI 54013 Plumber: Kevin on Signature: G License # MP 224229 Attachments: 6748 -Plan Approval Application SBD -8330 page 1: cover 2: design criteria & calculations ComMond ly 3: plot plan APPROVE D 4: system cross section 5: plan view, lateral detail DEW1R7NWOF©O 6: pump tank exit detail 7: pump curve 8: system management sEE page 1 of 8 i meow I Design Criteria a Residential Wastewater Contaminant Load: 30 mg/L < BOD < 220 mg/L I' Anticipated septic tank effluent 30 mg/L < TSS < 150mg/L Fecal Coliform > 10,000 cfu/100 mL } Fats, oils, grease < 30 mg/L r , Bedrooms x 100 gal/bedroom/day x 1.5 `� gallons /day hydraulic load Design Calculations In situ designed loading rate O ' Z 4' gallons /sq. ft. per day Depth to estimated high ground water > i's in. Depth to bedrock > 3 in. Cross slope at system Z s - % w .,� So 1 •-+,+ Force main length 3 ft. of 2 in. Manifold/header length ft. of in. Drain -back S' �• IL gallons Lateral length Z @ ft. of �`l z in. Lateral elevation _ u•0 • Ct Z ft. @ bottom of lateral Lateral hole size S � 3 z- in. @ 3 • ° in. ( 3 • ° ft.) Spacing 2 holes/lateral S holes total j Lateral volume - L gallons y Total lateral discharge rate • ° gallons /minute @ 3 • �� ft. head i. Network pressure compensation losses ' " S' ft. Elevation difference ft. Friction loss S •� S� ft. @ gallons /minute Total dynamic head *Z6 ft. Pump /siphon 4-' gpm @ 3 �� ft. of head Manufacturer -��'c Model # S µ F SO Dose volume Z gallons Lift/sip 'kon tank '­°+9-,- � zm • CA 1 `1 o gallons Septic tank 1tr gallons Effluent filter «-` G) Measurement pump on and off in. Height alarm from tank bottom vg' in. Reserve capacity S " tot gallons specs.calcs.res Page Z of S yJ °` \ t Ci L-4 o IL fi 3 ya Sp 1 !n, �., �• �, J 4 ti � c is 6 V • � ., �► c n IA Ql rj rJ i J MV4 s Z � o � 0 d ^� J f k.,A 9 a r .a- 0 d s 4—- ClAh Ql 1 J' N o ,� s r. d ! d 3 a � f ,r d 4� d i f 0 ^ '� 6 fl0 � CL �QN CL -L o 1 A am or 1Z 1 43 � " z p i . ly p�f.; Y Ot1� V•a.'rlL 1,.0 kw,e.�l \O � �.� 3 f. .J ri+ ►e. �' lX.Ct' l p : p v c .. • �- o� sa.�. v a.+: a• `��-` `S 1r� o` o .., o �► a c� �a s, 46 '64 --,�Ll 1tl Z P S Jft 4v QVC %J% Qp W►. QJ1r� r `�'�'• o t S ! 3 2 � 01 .� o ti � F � QJi. w� CfZ...�iW �o� Ow. \ : N+Q.��' 3 (� • 0 t' ! 3 . C7 ` J LA, �•. ���� 5b �0�•3 ��� (o -s- LQ U • 3 F o CL � I WEATHER P 00 F kK JUNCTION q. LOCKIWG r_OvER g pU1cK Dl�co��><cT --1 ct °0 Ptoe 3' t j(p ►rpISTuRBED oS!IL. 24` %-D. I 4 � VENT i r ' � �•wGC - — - 1 A00 1 QOVtD A ►SI(> =T AL 3Z1�J 1 FLE � .L PuK a 2" ON _ C '6" u.c>�sTVCb. E Lem , i 4t S� OFF pw(p CoNucE . C LVV BtoC�C SEPTIC t _ SPEC, IFI DOSEA. TAWKS MAWUFACTURCR: ' +-1 rim WLVABER OF DOSES: • 9 PER DAts TAWK SIZE: GALLOWS DOSE VOLUME ALARM MAAlUiACTU1�CR' i� F 1a a� ro IIJCLUOIIJG 6ACK /LOW: \ � 4 GALLONS MODEL ►JUMPER: ° `' CAPACITIES: A= ��' .IJJCNES OR ' 4 GALLONS SWITCH TZJPL; r"`6J'wv v.\b B c Z IIJCHES OR IL -2 GALLONS PUMP MAQUFACTURCR: - ' ° -- -c Co IUCMES OR GALi.0U5 MODEL QUMDER: S %A ti C-' S""n 0 ■ INCHES op � GAlL01J SWITCH TYPE; _ `°'"'� bw�lQ {DOTE: PUMP AMD ALARM ARE TO DE MIAJIMUM DISCKAlk" RATE Z I GIM INSTALLED OW SEPARATE CIRCUITS VERTICAL DIFFEREAICE DETWEEAJ PUMP OFF AIJD D13TRIbUTIOW PIPf.. ti p_ FEET / 1 + MIUIMUM ►NETWORK SUPPLY PRELLUR . ... . . . 3 ' S FCET + 3 FEET OF FORCE MAIW X 1 _ �, F / / rT.FKICT101J FACTOR. - FEET ^� a� TOTAL OtiWAMIC. HEAD = 26 'L: FEET IQTER►JAI. DIMEW61OWS OF TAAJK: LEW&TH__._._.,_;WIDTH 9 ;LIQUID DEPTH c•� 1 R t,.. c _6 DET AILS ENGINEERING 1 1/ Performance Data 30, 100 Pump Characteristics T �' -pump/Motor LIM Subsimc le 5 Mooml"Is SO M1 iN2 iA3 Ml #AS SHEF100 t Actoeselic Models Al A2 18 Norse rYr. 1/2 i I Full Lees c 15.0 7.6/7.1 3.Z 3.1 1.6 1 1.2 SHff50 i Motor Type Co 4101 Start 1 3 A o _ ?.Z- 12+ 40 R.PM. 3450 3 I ��t _. Nit Is _3e i Volta a 1151 ti n 205.230 060 575 b .._ ;. Monwl Mold (100 M4 IA3 A10 M6 i Aetnssodc Medals 1 A2 ; 0 Full lead s tLi u.t iits Li 1.4 (npedty11.5. C 20 40 60 80 100 Meta Type Co edtor Start 1 $0 m• _ _- -.. APM 3430 UfSeKtnd 0 1 4 6 Nit 10 3 0 'total head Usti) 16 25 35 45 55 65 1S 90 Volt r 1208 460 315 _ nl 4.9 7.6 10.7 13.1 16.4 19.8 22.9 27 Vert 6D 1/2 HP US GPM! 63 SS i 41 35 is Te erasure t4D` F Max FIuY iitr . _ ..... _.. _ - NIMA 04-A l " l i 0 /0 4.0 3.5 3.0 2.2 1.1 --- - - ' ticdatba Class l 1 HP (US GPM) -- 81 81 74 65 30 32 0 Disdler a silo 2" NPT Std. (f s) S.3 5.1 4.1 4.1 3.2 2.0 _ 0 Sofids Nonalle 3/4' ! unit w' hl 54bs. 501 1 6s1bs.It00 Dimensional Data Fowor Cord I 1 SY, 14/3, SFTWA; 230y, lo, 16/3 STWA; 30,16/4, STWA, 1. All dimensions in inches. AU cords 70' std, with 30' opt. 2. Component dirnunsiona may vary +/• 116 inch, I 3. Not for construction purposes unlese cortified Materials of Construction 4. Dimensions and weights are approximate. 5. We iosetve IN right to make revisions to ovr products and thoir p Handle Stainless Steel s ocilkaticns without ')utios' 0. float switch tuutnmaw mrAeltb only) Lubricating Oil Dialectrk Oil Mtoia Nousioy Colt Itoe Pump Casing Cost leas Shoff SfelalpsSla{ ..�_.. 1•a ••nsrinaac: sr blethoekat sew locsc Carboa /Corondc Shaft Seal Sosi body.. grass soil g Sraioless Steil It l n � seMewe guts -N I uu,rtiirl rr.• i I i hI: l w<:L.JOea 1 Imp•lor Eiylnarei TbernteFiesfk , ; Upper soaring Single Row lall leaieg Lower scaring Single Row tau inwdegw: � ` I sattam Plot* "eslN Caotid Stn) Fosressers Ssainlns Stoef Legs Fngirtwed Tbersseplestic SHEFSO SH EF 1 00 J ed HYDROMATIC" 1840 Ben ey Road ; c4p Ashland, Ohio 44805 Tel: (418 ) 289-3042 o � �2 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, Red Cedar Plumbing, 715- 235 -7341, 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 pump tank or compartment to allow a dose to be accumulated, a pump and controls, 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. 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 pump tank must be pumped, and the filter must be back - washed into the septic tank to remove accumulated material. 4. Periodic observation pipe inspections should be made by the homeowner 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, pump 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 ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer i,c Lj a vLjct Mailing Address / 2 k 11 eK� Property Address (Verification required from arming Department for new construction) City /State 64PA L- 6 f'9 Parcel Identification Number - 70 LEGAL DESCRIPTION Property Location A lAl %a, ' / a, Sec. , T�_N -R �W, Town of ST r Subdivision , Lot # Certified Survey Map # , Volume , Page # Warranty Deed # �3 6 /O 7 , Volume , Page # 3 Spec house ❑ yes ❑ no Lot lines identifiable ❑ 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. The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensedpumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St. Croix County Zoning Office within 30 days of the ee year expiration date. l3f /o/ SIGNA F APFfICANT 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 described above, by virtue of a warranty deed recorded in Register of Deeds Office. 1-31 SIGNA AP CANT DATE * * * * ** Any information that is mis- represented 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 a copy of the certified survey map if reference is made in the warranty deed 3 10G7 State Bar of Wisconsin Form 2 — 1982 WARRANTY DEED �f 1.11.- DOCUMENT NO. VOL � _ •; ;1 Ij lwV3iv t.�. C B. R outh -and Vivian--C. Boot _ it ` 1 0 1996 R husba a nd 10:00 A. i conveys and warrants to Tsuefu Yank_ TMIS SPACE NESEFVED FOI RECORDING DATA _ - = - - - - - -- NAME AND RETURN ADDRESS the following described real estate in -- St. C roix -- § County, State of Wisconsin: (Parcel Identification Number) NW1 /4 of NW1 /4, of Section 22, Township 29 North, Range 15 West, St. Croix County, Wisconsin. 2 The buyer acknowlt - that lie is ptxchasuv9 the property In an "as is condition. tion. i This—._ _ is homestead property. (is) �+{ Exception to Aarrantie; Easements restrictions an:) rights -of -way of record, if any. i Dated this - -- - -- 7th.- - - - - - -,_ --day of i �I ! ff — - - -- - - - - - -� (SEAL) C�� -- (SEAL) I Ca sius B. Booth it -- -- — (SEAL) �� –��.� _— (SEAL) .,. - e,