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HomeMy WebLinkAbout040-1169-90-000 0 to O K v 0 0 c 0 d CD CD CD m CD 3 = m 3 - cn - 0 X 6 o cn - n ! w O ..i • p) N C G O O O CD N O co CD w CD CO _ Cb C . C N 3 C— O O O C PO CL (p 93 = N O c0 ^t o � �Oy 3 0 ^* N C C lV d Q V D G W t�1 A N G 0 00 3 O O O\ co 0 (D CO N i =fi z � by 0 N O O a y 0 C v v rr Q cr c < a O O O T z N 3 N N N C < Q o q — m N CD .. y -0 4 Ro _ M _ A CD a N 3 N N D) G N CL z c zv)z o D CD 0 co �. CD - C N — Q CD (� � —i N =3 p Z n co c C A 7 a ao v * to m CO a 3 z 0 Z N 3 z C O N � < (D A w N N �v z D 3 CD L CC — N (o p. < 0 p Cb C1 7 - n C N G N C — I 0 ^= W 0 N 3 7 C) O = 7 Z G 0. 0 p D 'o CO ,D CD co CD s 0 c o CL (D �' a N 0 rn N b CD m m CD o m = w o Cl o En � � w 5' o o a 00 N is CD 0 O < 7q N O 0 y O CL r JOHN BLEKUM Nelson stated that Mr. Blekum was back before the Board requesting an extension of six (6) months beyond the one (1) year permit originally granted. The permit granted was for a temporary occupancy permit in a trailer while Blekum constructed his house. Health problems, weather and unforeseen construction delays have slowed the construction. The township of St. Joseph supports the proposal. Motion by Menter, seconded by Neuman to grant a six (6) month extension for the temporary occupancy use permit of the trailer so construction can be continued. NEW BUSINESS The hearing was called to order at 9:30 A.M. Nelson read the notice of the hearing as published: The St. Croix County Board of Adjustment has scheduled a public hearing for Thursday, January 28, 1993 at 9:30 A.M. in the County Board Room of the St. Croix County Courthouse, Hudson, Wisconsin to consider the following appeals to the St. Croix County Zoning Ordinance. An on site investigation will be made of each site in questions, after which the Board contemplate d'ournment into closed session for the o ing on appeals, pursuant to Sec. 1-9:85(1)(a), Wiscon St tes, a will reconvene into en on or the purpose f ing o the appeals. 1. ART 17.36(5)(c)1 Setback from bluff 17.36(5)(1) Filling and grading APP L T: Dr. John Foker /Marc Putman LOCA I Gov't Lot 1, Sec. 36, T28N -R20W, Town of Troy 2. ARTICLE: 64(1)(b) Setback - f road APPELLANT: Dr. Donald Vold LOCATION: SW 1/4 of the SE 1/4 of Sec. 29, T31N -R16W, Town of Cylgn 3. ARTICLE: 17.15(6)(a) Duplex APPELLANT: David & Susan Wilmes LOCATION: NW 1/4 of the SW 1/4 of Sec. 5, T30N -R19W, Town of Somerset DR. JOHN FOKER/MARC PUTMAN Nelson introduced the application stating that this was a three BOARD OF ADJUSTMENT MEETING AND HEARING January 28, 1993 (This meeting was recorded by a Court Reporter) The meeting was called to order by vice chairman Stephens at 9:00 A.M. Stephens explained the procedures of the hearing requesting that individuals wishing to testify sign their names in the front of the room. Supervisors Menter, Neuman and Stephens were in attendance. Supervisors Bradley and Kinney had excused absences. Staff included Zoning Administrator, Tom Nelson. Motion by Menter, seconded by Neuman to approve the agenda as published. Motion carried. Motion by Neuman, seconded by Menter to approve the minutes as mailed. Motion carried. OLD BUSINESS ALAN BIGLOW Nelson stated that this was back before the Board because of several unanswered questions that came up after the site visit last month. One of these questions was how the original access permit was issued. Having checked with the County Highway Department, a permit was issued back in 1988 for access to C.T.H. "V ". The construction of this drive did not follow the private easement or access onto C.T.H. "V" perpendicularly as it should have. Now that this access is serving as a point access, there is the need to exceed the twenty -four (24) foot width standard. After a brief discussion it was agreed that it would be better to rehear and view this site at the May meeting when the snow is gone. At this same time someone representing the Highway Department should be in attendance to answer questions. part request on property located along the St. Croix River. The first part is requested is to be able to replace the existing deck that has fallen into disrepair. Second, they would like to add a second deck at the top of the roof line for astronomy purposes. Third, they would like to install a drainage system for surface waters that would involve a fair amount of filling and grading. Marc Putman provided site plans, pictures, and a detailed outline of the proposed activities. Dave Hense, Supervisor for the town of Troy stated that this application has not been reviewed by the township as of this time and therefore no recommendations can be made. After some discussion it was decided to postpone any decision until the township could give a recommendation. DR. DONALD J. AND BE'T'H ARVOLD Nelson stated that his request was a variance to reconstruct an entrance onto the Cylon Methodist Church building two (2) feet closer than the existing nonconforming structure. Dr. Don Arvold stated that there was need for this encroachment so as to provide a safer and separate entrance to the lower level of the building. The township of Cylon supports the proposal. Nelson stated that this was a request for an after the fact special exception use permit for a duplex. The building has been constructed without a code complying septic system or the special exception use permit. A permit was recently obtained for the septic system. Susan Wilmes presented plans showing the design of the building and how it was located on the lot. There was a discussion on building and fire codes relating to duplex residences. The township of Somerset supports the duplex request. At the conclusion of the hearings, the Board visited the sites in question. Upon returning, the Board of Adjustment rendered the following decisions: DR. DONALD J. AND BETH ARVOLD Motion by Menter, seconded by Neuman to approve the two (2) foot variance as outlined on the plans. Motion carried. Motion by Stephens, seconded by Neuman to conditionally approved the duplex based on the following conditions: 1. Septic system to be installed as per code; 2. Staircase be constructed with proper risers and treads; 3. No storage of materials beneath stair case; 4. Smoke detectors be located beneath the ceiling tiles in kitchens, bedrooms and furnace room. Motion carried. Motion to adjourn by Stephens, seconded by Menter. Respectfully submitted: f George Aenter, secret rr I/1- TAN:cj BOARD OF ADJUSTMENT DECISION Request of Roger Merrill for a) Special Exception Use, Article) 3.12, St. Croix Riverway Dis- ) A -12 -82 trict, ST. CROIX COUNTY ZONING) May 25, 1982 ORDINANCE. Location: Part of) Government Lot 1, Section 36, ) T28N -R20W, Troy Township. ) The St. Croix County Board of Adjustment conducted a public hearing on May 25, 1982 to consider the request of Mr. Roger Merrill for a special exception use, Article 3.12, St. Croix Riverway District, ST. CROIX COUNTY ZONING ORDINANCE. The St. Croix County Board of Adjustment conducted an on -site inspection of the site in question. After inspection, the St. Croix County Board of Adjustment entered an Executive Session to discuss the request. After returning to open session, the following decision was rendered: Motion by Supervisor Stephens to deny the request of Roger Merrill to permit a house closer than 40 feet from the bluffline of the St. Croix Riverway District when there is adequate area to construct a residence meeting the required setbacks. Seconded by Supervisor George. Motion carried. Vote to deny: George, yes; Stephens, yes; Meinke, yes. Robert Stephens, ecretar St. Croix County Board of Adjustment RS:HCB:sl Donna Wilcoxson, Clerk Roger Merrill Al Santala, DNR Steve Johnson, MN -WI Boundary Area Commission Eric Lundell, D.A. Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety ay djuifdiny'Division INSPECTION REPORT Sanitary Permit No: 506335 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: Foker, John I Troy, Town of 040- 1169 -90 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range /Map No: Q - d / DLL' O - P/ A613 M J 36.28.20.646D TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic Benchmark / b Da ��7 !07• /� v Dosing Alt. BM Aeration Bld . Holding St/ InletbD �lSs S t Outlet Gi v TANK SETBACK INFORMATIOW�e o !d ' 6 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet s-G i V Se Dt Bottom 4 30 )35 8 vvt / l Dosing Header /Man. Aeration Dist. Pipe T �� 2 HoldirKf Bot. System Final Grade PUMP /SIPHON INFORMATION Manufacturer Demand St C over GPM S Model Number 1 5r� TDH Lift Friction Lo Syste ad TDH Ft Forcemain Len Dia. Dist. to well SOIL ABSORPTION SYSTEM BED /TRENCH Width Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L JBLDG IWELL LAKE /STREAM LEACHING Manufacturer: INFORMATION CHAMBER OR Type Of System: UNIT Model Number: DISTRIBUTION SYSTEM Header /Manifold Distribution x Hole Size x Hole Spacing Vent to Air Intake Pipe(s) Length Dia Length Dia Spacing SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over Depth Over xx Depth of xx Seeded /Sodded xx Mulched Bed/Trench Center Bed /Trench Edges Topsoil Yes No Yes = 1 No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1: // / Inspection #2: / / Location: 112 Black Bass Road Hudson, WI 54016 (NW 1/4 NW 1/4 36 T28N R20W) NA Lot v'{�l��h , �164V 1 �8.20.646D 1.) Alt BM Description = c 2.) Bldg sewer length C� - amount of cover = Plan revision Required? Yes No Use other side for additional information. ( 2 ; Date Insepctor's Signature Cert. No. SBD -6710 (R.3/97) a cor1 met'ce:.Wl.gov Safety and Buildings ision County 201 W. Washington Ave., P.O. ox 7 2 G V • Y� • p i sco n s n Madison, WI 53707 -716 Sanitary Permit Number (to be filled in by Co.) department of Commerce C 6 (o 33S Sanitary Permit Application State Transacticin Isl umber In accordance with s. Comm. 83.21(2), Wis. Adm. Code, submission of this f irm to the a ro riate governmental NA unit is required prior to obtaining a sanitary permit. Note: Application rms f Project Address (if different than mailing address) submitted to the Department of Commerce. Personal information you p ovide TMC r dary ^ u ores in accordance with the Privacy Law, s. 15.04 1 m Slats. I/ YQ, i FJ�� !` +� ► 1 I. Application Information - Please Print All In r tion Property Owner's Nme Parcel # 7a " -1 - 900 -lea ri X Property Owner's Mailing Address Property Location 2 C _ SS Govt. Lot City, State Zip ode Phon Number 1 � p � W '/4, � ' /<, Section r� ©22 396 -7'5 T (.� (circle one) N; R .0 E or W II�T a of Building (check all that apply) Lot # , L� 1 or 2 Family Dwelling - Number of Bedrooms Subdivision Name Block # ❑ Public /Commercial - Describe Use ❑ City of ❑ State Owned - Describe Use CSM Number ❑ Village of -� El / Town of .0 V III. Type of Permit: (Check only one box online A. Complete line B if applicable) A. ❑ New System ❑ Replacement System Treat t/Holding Tank Replacement Only Other Modification to Existing System (explain) B. El Renewal El Revision ❑Change of Plumber ❑ P it Transfer to ew List Previous Permit Number and Date Issued Before Expiration Owner [ T of OWT S ste /Corn onent/Device: Check all that appl ressurized In- Ground ❑ Pressurized In- Ground ❑ At -Grade ❑ Mound ? 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil oldin Nk ❑ Other Dispersal Component (explain) ❑ Pretreatment Device (explain) V. Dis ersal/Treatment Area Information: Design Flow (gpd) Design Soil Application Rate(gpdsf) Dispe I Area equired (sf) Dispe I Area P osed (sf) S ste E v n VI. Tank Info Capacity in Total # of Ma facture Gallons Gallons Units New Tanks Existing Tanks U Q O Y D c0 R Septic or Holding Tank Dosing Chamber �+CJ VII. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumb 's Name (Print) Plumber's 'gnature MP /MPRS Number Business Phone Number E H it 7! 7 - Plumber's Address (Street ity, State, Zip Code) 7 ut � S .I o -C h S W-:F p�3 VIII. Count /De artment Use Onl ❑ Approved ❑ Disapproved Permit Fee Date Is ued Issuing nt Signature El Owner Given Reason for Denial ZZ5 00 07 IX. Condit' easons for Disapproval 3 J 1 . S spipec to fsa l cell all b e se di and M4 .Jd"� �JN►�1 dispersal cA must ll brvloes /maintained j , � t /Jn as per management plan provided by plumber. d ► �C�[. 2. All selback requirements must be maintained ttach to complete pans or the system and sub m to the C my only on paper not less than S 1/2 x I t inches in size 644— Fj �,� 440 — Lo— SBD -6398 (R. 01/07) Valid thnt 01/09 � � /) �� � lU �-• _ .. tU C4 Q fo � y X 'V =� 1 r4N OL o °- 4 IVY- Ar. fi - 160� uN C ;:x o cQ 4 __-- �� A� 014 m CA -- o ltr- � s CD d cJ 4b e s w �cna ,` O Y OTC 75 a. m V U Z ul c z UJ 0 - ;�iDL�I� � � " xa C4 (�, J r4 �X a 0� vb �g o o Ar S, 4DO Il k �--- N �� d A aC " O � • Q � o � o I q J J N { Z4W CD M co o 0 .� U) � cn r� Z z CL cd v n v °�W uaim N ZzQ� cn o> k k p IQ Co U pr r a� �l V1 w Q oC vrtoonWn Departrnent of commence SOIL EVA&ATION REPORT P"s / of 3 Division of Safety and 6uiki W in aocordance VAM canon code cmxa 5_17. c R O i � Attach complete site plan on paper not lees than 8112 x 11 inches o ' Plan kx*x e. but not bulted to: vertical and hoftontsl reference (�!h. ► . Patoel f.D. .. �r� y yQ • 000 percentelope. sods or�ttensions. north arrow. and locstion and toe to py"S t at/ 000n E D Reviewed by w Dace Pe so ksonvuftn you po"msy ee forss —gfty pwpom tw�r . & c Propedyoww �'QKE SEP 2 1 2007 ;; ISM(I) � sum 1/4 X 1/4 S T� N R E W PfopettyOwnet';r— M-Address OIX CQUNTY Lot# BbdcA Subd. Name orCSW / l /3 / A N - I~ ETS Q bya DS t_o Stan Cay O v age Town Neared Road. R;rop_ 6411s wi+ s�oZZ t 7�s y2s •Sr3 y r,¢o 31 ex s O Naw Oorotuctlon UseM ReeidenW / Number cf bedrooms 2.. Code derived design flow rate O GPD P tReplacecnW /a` Ptd& or Dam - Describe rent m�riel 5 �4 No y O V rWh s hf Hood Plain ea,aeon r epolo" tt and wMaInnendadow APiA ®Spot Tested suitable for a e®m►eftnal Inground system (P.O.W.T.S.) © Bodno * )8 Groutdsurfaceel 99 8k Depth to lU 0g brim ' � Sol Application Rate Hofimtr Depth nn *0 Ck&x Radon DescrI110 t TaxWm Stnrckm Cottsistetuco! Boundary Roots GPM In. Muted Qu. 8z Cat. CdW Gr. SL Sh. 'E1Mt 'EiT#1 z V O-29 lOY 9514 1,5 O r s cw / Y.Ile c i cle C r • " �• Q o Boring y Pit Groud affflow dev. • � ' O tt. Depth to rrnaittg factor in. .. Snit Application R ate Maims Depth Da"in®nt Red= Desa"on Texture Structure consistence Boundary Roots GPM In. Morsel Qa SL Corm cola Gr. SL SK I *M 'M 0-2 1 0YR GS z fsbk d5 3 .7 < z- • 3 O 5 D, S C" / f . 3 /o ee, GS D,S s / Co *EM ' #1= BOC > 30 c ZW mgt and TSS >30 _< 150 mgt • Et kw t #2 = SOD _<30 mglL. and M:_< 30 nV& CST Nmq tPmw Rko Signature CST Number s I c. ti T 7 o4� R.t - t,13�- 'zZC Address Date E#wlu Mon Conduxsad Telephone Number a 00 7 7/5 Private Sewage Consultants 2812 10th Ave. Spring Va -YeV, !.'Vl 54757 •7 4A., y 0RI C'. IAL P,ky tz),eta F6, - 3 y r C� S ,vim Sc��ls ? ./�1�i f� �- y lt,fJAP� 4M7 m , mm ®� •f ®® mm mm mm a M_40 Ogg ii■i■ mm® ®�i��m■��� mm m f ST. CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner /Buyer o h /V Mailing Address Icz C S S Property Address -Say (Verification requ from Planning & Zoning Department for new construction.) City /State �)l/r4`70..t 1 S U�iY Parcel Identification Number 4 9LI 4 00 LEGAL DESCRIPTION Property Location 1 /4 , /U tv '/4 , Sec. , T;AUN R of o Subdivision , Lot # _ Certified Survey Map # �!,'� f , Volume Page # Warranty Deed # 5 3 �� , Volume g5 , Page # _• Spec house yes o Lot lines identifiable & no SYSTEM MAINTENANCE AND OWNER CERTIFICATION Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed, by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system. Owner maintenance responsibilities are specified in §Comm 83.52(1) and in Chapter 12 - St. Croix County Sanitary Ordinance. The property owner agrees to submit to St. Croix County Planning & Zoning Department a certification form, signed by the owner and by a master plumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (1) the on -site wastewater disposal system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. Uwe, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the 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 Planning & Zoning Department within 30 days of the three year expiration date. Uwe certify that all statements on this form are true to the best of my /our knowledge. Uwe am/are the owner(s) of the property described above, by virtue of a warranty deed recorded in Register of Deeds Office. Num"f be rooms � I(jNAT OF APPLICANT(S) DATE * * *An ormation that is misrepresented may result in the sanitary permit being revoked by the Planning & Zoning Department. * ** include with this application a recorded warranty deed from the Register of Deeds Office and a copy of the certified survey map if , �ference is made in the warranty deed. T, V. 08/05) 1 a AK Industries Inc. is a manufacturer of quality rotational molded and fiberglass molded custom products. Employing over 30 people and occupying approximately 50 thousand square feet of manufacturing space. AK Industries, Inc. processes its products using the finest state of the art machinery and the finest grade of rotational molding plastics avail • able. flow r . x 1� * Available with dual compartments Pump Tanks �y From its unique, designed shape to its water- tight, in- ground performance. AK's polyethylene septic tank is the answer to lower wastewater system costs. AK septic tanks save time and money in transportation and installation costs. Any AK polyethylene septic tank, regardless of capacity, can be transported to its site in a pickup truck. All are pre- plumbed for fast hook- . up. And there's no waiting at the job site for a heavy boom truck to deliver either the tank or the installation equipment. The AK tank is there when you need it. And, because they are lightweight and pre plumbed, installation crews can install several AK septic tanks in a day. Even the 1000 gallon capacity model can be lifted, carried and set in place by two men. The low profile of the AK septic tank allows more shallow, less costly excavation than more conventional concrete tanks. Lawns and landscaped areas need not be damaged by heavy vehicles. In addition, AK septic tanks are ideal for installation in wooded, hilly or remote areas where limited or difficult access make ease of trans- portation a must. They are also ideal for use in permanent, or semi- permanent mobile home installations. 24" inner diameter riser & lid 10" inner diameter x 30" tall riser & lid 18" inner diameter riser & lid 20" inner diameter x 12" tall riser & lid (twist on) 20" inner diameter x 6 tall riser & lid(twist on) Top View Side View taaXwal &W x I A product of computer modeling techniques, cress Mole the AK polyethylene septic tank is designed and built to give years of trouble -free service buried in almost any type of soil. AK septic tanks will SPECIF�IC AoNS F O Lro � DETAI 13M OAL DIMENSION INLET OUTLET OUTLET INLET OUTLET RIM O UTLET not rust, rot or corrode even without an external CODE a t8 1a 16 to la protective coating. They are ready for burial as X(MICfM) 1 S 16 , a ZO lea) delivered. All AK septic tanks are subject to stringent quality control checks, and every tank produced is individually p and checked for watertightness before shipment. Their arch- shaped profile maximizes soil loading potential to resist floatation in wet or less cohesive soils. Deeply formed corrugations and longitudinal ribs lend extra strength and stability. Roto - molded, AK septic tanks are manufactured as single -piece units. If simple installation guidelines are followed, and tanks are periodically inspected, and the total . wastewater handling system is reasonably maintained, you ca n expect long, trouble free service from any AK septic tank. In fact, we back that statement up with a written 3 year limited warranty. i' I ) . I F'L1��1 L i I m. 95 gSpACE r, A �1 Septic tank and soil f� posing System Holding tank Cluster system absorption fields L (trenches). Absorption Field Sewage Tank Absorption Field Distribution k Box Distribution Box Sewage Tank Pump or Siphon Sewage Tank v33+<k 5 Vacuum sewer systems �+ Pressure sewers, GP Pressure sewers, STEP Grease trap V (Grinder pump) 7 (Septic tank effluent pump) 8 Central Vacuum Pump Sewage Tank Sewage Tank Septic Tank To Treatment & Disposal - r _ Grinder Pump Septic Tank /4 urger Kitchen Pressure Sewer Plastic Pipe . Plastic Grease Trap • . Sewage Tank to Treatment & Disposal Sewage Tank 0 r s * y , Structural loading performance tests on the AK 300 gallon polyethylene sewage tank have been conducted Deflection vs. load Characteristics by the Wadsworth Testing Laboratories. The purpose of 1 "` 300 Gallon sewage rnmt the tests was to evaluate load bearing characteristics of the tank under field conditions. Test results showed that T the tanks evidenced no structural damage nor did they C develope leaks when subjected to up to 88801bs of 5 loading. (.24> (-2 c -26> (. Test results are on file and available upon request o to customers considering the installation of AK 300 gallon sewage tanks. A deflection vs. load characteristic 0 2,000 4,000 6,000 8,000 curve ( verified by the Wadsworth Test lab) is shown to the right. Note that the deflection at 8000 lbs is less than 0.3 of an inch. A product of computer modeling techniques, the AK 300 and 750 gallon sewage tanks are designed with deeply formed corrugations and ribbing for extra strength and stability. All tanks are subjected to stringent, laboratory conducted quality control checks and are individually pressurized and tested for watertightness before shipment. vvC. «VERYVI FwD1H'ELO' 4MSwIX OuRf 51.5 45.0 42" 1 55.75 tM11. TOP E.IEVAAON ME ELEVATION ME ELEVATION MlfiIQIPFiMYLIOM ONtfIENO Table 1: Required Select Aggregate For Table It: Minimum Aggregate Fill Tank Bedding And Cover Requirements (Cubic Yards) AASHTO SIZE Pe ceutage Passing Each Laboratory Sieve W D L Single Tank Minimum Maximum Minimum Cubic Size No. Range 11/2" 1" 3/4" IX 3/8" No, 4 System Width Depth Length Yards 5 1 " -1/2" 100 90-100 1 20-55 0-10 0-5 inches inches inches 56 1 ^ -3/8" 100 90-100 40-76 15-36 0- 15 - 3000allon so 64 80 7 57 1 " -No.4 100 95 -100 - 25.60 - 0-10 ^ Minimum cubic yards assuming a single tank system with 6 3/4 " -3/8" - 100 90 -100 - 20 -55 0-10 hole dimension meeting minimum dimensions; See Step 1, 3, 6. 67 1314 .4 100 90-!00 20-55 - 0-10 1 O FLLU LEVEI re4 � Li t , r 1) An AK polyethylene tank is designed expressly for on,site wastewater management systems, and must be installed following our instructions. AK will not warranty tanks used for other applications, or which were not installed correctly. 2) Burial Depths: a) The top of the AK tank shall be buried at least 12 inches below the ground surface, and no more than 24 inches if backfilled with the excavated soil. b) If necessary to bury the top of the AK tank more than 24 inches below the ground surface, a course sand or fine gravel backfill 1/2 inch diameter or smaller, must be used. This backfill must completely surround and cover the AK tank and continue to within a foot (or less) of the ground surface. Topsoil may be used in the top one foot if desired. c) In no case shall the top of the AK tank be buried more than 24 inches (2 feet). 3) Driving over the AK tank is not allowed, except as follows: a) The top of the AK tank shall be buried at least 12 inches below grade, and no more than 24 inches. And ... b) backfill must be coarse sand or fine gravel (1/2 inch diameter or smaller). And ... c) this backfill must completely surround and cover the tank and continue to the ground surface. And ... d) no vehicles weighing more than 5000 lbs. may pass over the tank. And.. e) if riser is used, driving directly over the riser lid is not allowed. To assure proper operation and efficiency, perform regular maintenance on the AK septic tank. Maintenance, including pumping of the septic tank, must be performed whenever the top of the sludge layer in the septic tank is 5 S inches or less below the bottom of the outlet baffle of the septic tank, or the bottom of the scum layer in the septic tank is 3 inches or less above the bottom of the outlet baffle of the septic tank. Maintain written evidence of all maintenance performed on the septic tank. The chemical resistance of polyethylene is dependent upon the composition of the environment to which it is exposed, the conditions of use, and the form of the polymer concerned. The chart below taken from "The Plastic Engineer's Hand Book" serves as a general guide. key: R = Resistant to attack NOTE: concentration of the above chemicals would be very small in common household operations. POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page —1 of FILE INFORMATION SYSTEM SPECIFICATIONS Owner ® Septic Tank Capacity J gal ❑ NA Permit # Septic Tank Manufacturer AD NA DESIGN PARAMETERS Effluent Filter Manufacturer Z ❑ NA Number of Bedrooms ❑ NA Effluent Filter Model A Q ❑ NA Number of Public Facility Units GI A Pump Tank Capacity gal W_K Estimated flow (average) gal /day Pump Tank Manufacturer �q Design flow (peak), (Estimated x 1.5) gal /day Pump Manufacturer ff q Soil Application Rate . gal/day/ft' Pump Model WrA Standard Influent /Effluent Quality erage* Pretreatment Unit q Fats, Oil & Grease (FOG) <30 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD <220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average D�ispp al Cell(s) ❑ NA Biochemical Oxygen Demand (BOD _ <30 mg /L Lf In- Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) :530 mg /L ❑ NA ❑ At -Grade ❑ Mound Fecal Coliform (geometric mean) :510' cfu /100ml ❑ Drip -Line ❑ Other: Maximum Effluent Particle Size Y in dia. ❑ Nq Other: � Other: ❑ NA Other: < * Values typical for domestic wastewater and septic tank effluent. Other: NA MAINTENANCE SCHEDULE Service Event Service Frequency Inspect condition of tank(s) At least once every: ❑ month( (Maximum 3 year ❑ NA El year(s) Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume ❑ NA Inspect dispersal cell(s) At least once every: ❑ month(s) 3 years) ❑ NA ❑ year(s) Maximum Clean effluent filter At least once every: ❑ month(s) ❑ NA ❑ year(s) 3 Inspect pump, pump controls & alarm At least once every: ❑ month(s) ❑ year(s) Flush laterals and pressure test At least once every: ❑ month(s) A ❑ year(s) Other: ❑ month(s) At least once every: ❑ year(s) Other: NA MAINTENANCE INSTRUCTIONS Inspections of tanks and dispersal cells shall be made by an individual carrying one of the following licenses or certifications: Master Plumber; Master Plumber Restricted Sewer; POWTS Inspector; POWTS Maintainer; Septage Servicing Operator. Tank inspections must include a visual inspection of the tank(s) 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 back up or ponding of effluent on the ground surface. The dispersal cell(s) shall be visually inspected to check the effluent levels in the observation pipes and to check for any ponding of effluent on the ground surface. The ponding of effluent on the ground surface may indicate a failing condition and requires the immediate notification of the local regulatory authority. When the combined accumulation of sludge and scum in any tank equals one -third (Y 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. All other services, including but not limited to the servicing of effluent filters, mechanical or pressurized components, pretreatment units, and any servicing at intervals of 512 months, shall be performed by a certified POWTS Maintainer. A service report shall be provided to the local regulatory authority within 10 days of completion of any service event. GMW (4/01) START UP AND OPERATION Page '�E' of 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 use. System start up shall not occur when soil conditions are frozen at the infiltrative surface. During power outages pump tanks may fill above normal highwater levels. When power is restored the excess wastewater will be discharged to the dispersal cell(s) in one large dose, overloading the cell(s) and may result in the backup or surface discharge of effluent. To avoid this situation have the contents of the pump tank removed by a Septage Servicing Operator prior to restoring power to the effluent pump or contact a Plumber or POWTS Maintainer to assist in manually operating the pump controls to restore normal levels within the pump tank. Do not drive or park vehicles over tanks and dispersal cells. Do not drive or park over, or otherwise disturb or compact, the area within 15 feet down slope of any mound or at -grade soil absorption area. Reduction or elimination of the following from the wastewater stream may improve the performance and prolong the life of the POWTS: antibiotics; baby wipes; cigarette butts; condoms; cotton swabs; degreasers; dental floss; diapers; disinfectants; fat; foundation drain (sump pump) water; fruit and vegetable peelings; gasoline; grease; herbicides; meat scraps; medications; oil; painting products; pesticides; sanitary napkins; tampons; and water softener brine. ABANDONMENT When the POWTS fails and /or is permanently taken out of service the following steps shall be taken to insure that the system is properly and safely abandoned in compliance with chapter 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 soil, gravel or another 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 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 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 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 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 nd at-grade a at g ade soil absorption systems may be reconstructed in lace following removal of the biomat at the P Y Y P 9 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 GASSES 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 E e C :4-1, F Name e _ ? �� Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name � S Na Ke Se�-v `C �- me C ra. �SE Phone ^- 3 �� ©Q Phone _ 3 9 fe5 IY A6 g' This document was drafted in compliance with chapter Comm 83.22(2)(b)(1)(d) &(f) and 83.540►, (2) & (3), Wisconsin Administrative Code. i UOCUMEN'r NO STATE UAR OF WISCONSIN FORM 3 -1999 rNrs ros eccoso'No DA" QUIT CLAIM DEED 453141 - FFtCE � r c: JPASf ? REGISTER'S O sT. CRolx co., mn ... ........... ............................... Reed for Record Ma Faker, n /k /i3 Marglt..Lynn- .Br- Htzkea • • NOYO .... ............................... ....... a 8: 3 M quitclaims to .. .......... o , ,���/f� John Edward Faker ..............._._ .................... $.. ow of D9& ... ..... ............................... .......... _ .............................. ......... the rrimiwin;! rfr•serihed real estate in ..$':• C. X :'::)ix ........................ County. _ - - State of Wisconsin: "c^-"" 'O PART OF GOVERNMENT LOT ONE (1), SECTION THIRTY SIX (36), TOWNSHIP TWENTY EIGHT (28) NORTH, RANOF TWENTY (?0) WEST, dt-scri.bed as f -)llows: Tax Parcel No: .............................. Commencing at then Northeast corner of Govt�rnment Lot 1 of Section 25, T28N, R20W, thenc- South 50 feet; thence West parallel with the North l.ir�e of Government Lot 1, 400 feet; thence S24 °30'W 325 feet; thence S 10' 45' F. 590 ft-et; thence S31 ° 15' E 495 feet t:o the POINT OF BEGINNING; th�'nc. S70 down the center line of a gully 318 feet; thence S76 down the cent"r line of a gully, 250 fret to the shore of Lake St. Croix; thenco S2 along the: shore of Lake St. Croix 200 feet; thenct. N82 187.2 f\-ot; thence N65 493 feet; thence N31 162 feet to the Point of Beginning. Together ttri.th an easement for access to the abo parcel over a 50 -foot stri.p of land described as foll:)ws: 8egi.nninq at the point where the present t >wn read intersects the North line_ :)f the SE 1/4 of the SW 1/4 of S -c. 25, T28N, R20W, tht-nc,- gr- r.,rally Southeasterly 50 feet, more or 1.•ss, tlr?na th. ?.ine of said t• -wn road; thrl - .-nce: dut- W-st to An iron m\ nun- r.t 5C f• -•t S >uth of , ►n run monLM i.naftt r call -d Munument A) 300 f-•••'- V '-s-- c rh -• `i :rth• ,tst e7 � f G ;%-rnment Lor• 1, Sec. 25, T28N, R201 %; .I,: r.^ S24'30 325 fl r; th'•nc•• S10 890 f, •t; thane, S31 4'35 r- _ 1 : ": ) r < m num-nt as th - Nul'th••,tst corn,•r of ttit• ubov,, (i••GC','. i h •(' a,,rc — ] h r -•r. ,F .r.. rh• nr.. S70° 1 "W 50 f - -; th( N31 495 f t, mure �)r 1-:•ss, thence NL0 890 fNer., more or less; th• -nce N24 325 fe• -t, more ur less; thence North 50 feet to a point 50 f~iet East of Mor)umt -nt A; thenck� East along the North lint, of Government Lot 1 and of the SE 1/4 of the SW 1!4, Sec. 25, T28N, R20W, to the Point of Bt-gi.nni nq. This . i.s n':)t homestead property. (conti on reverse side) (is) (Is not) Dated this 16 *_i': day of itiMaY. ...... 19.. 8� _.. (SEAL) _.. (FEAL) Ma i.t )L7 ntVF"Oker;�n/k /2� (,EAL) M Lynn. Bretzk5 _) ._ .(SEAL) AUTHENTICATION ACKNOWLEDGMENT Signature(s) _.. STATE OF VAC4 UM4>i I SS. ........... _ ...... ..... .. ..... ......... .. .... _ County. 19.. .. I ersunall�: game hc.ore n:c thus ...i5.t h. " authentirlted this ... ..lay of ...- ' • ' y of ........::1:1'f.. __.... 19 89.. the above named _ ........_ ........_ M Lr -qj -c. Lunn Vk-)-k -r-, . �:k. /.�,.... ....... Mu.rq r- Lynn. Br.t:ta.k.: .............. _ TITTY: NIEN(ItER STATE: ItAIt -rF ...... . (If not. nuthor:zed by ; ;OC,r.i, A'i;. 'Ztats.) to me kno\vn to he tl•o -er =nn who esec•:tol the `r instnrrr.ent arv! :wl <nowlwlee tl:e same. F.r- . & Byr P. A. 1100 Intt'rnati(,nal C�ntr. Inrt , " \nn :,�;, Minn anal i s, MN 5540 �, ta- 1' .t,r, J4941 `•i t an . •... :.,.t, \, 1' ��r�: i..l n . ,..:.. nn!, !ati e, t� _nut n• ..: F a :. rn- :.L .l r r r .. .....\vh �.. 1. f f' n r.• not !•," , . ;i. ^. r.l' .. .- _.... ..�. I *Nana"'! p„r., . . r in . a:1 •'y 0 I ., o .. NGMd4.Co.•+Prq� f \Tr' n11: nl Nh. I\ - I♦ ,. .. .'. • - . Stook,Wo.13003 - - -- _ A •� r. :7 "PAA'�F.V IF • f (Continued from front side) a Subject to an easement for access road over the East 50 feet of the above described parcel. LV I 'V V ULBRICHT & ASSOCIATES CO. 2812 10th Ave. • Spring Valley WI 54767 Reg. Designers of Engineering Systems 715-772-3442 Private Sewage Consultants PROJECT INDEX PLAN ID # DATE s�l�T 1 07 OWNER To PHONE 7 1S ' yLs • , S /,3 y • g_ ADDRESS 1 12, glAe R, 4✓ S / el LEGAL bESCRIPTION /�•rLr�7•S ? l3D�J�(��f -- R11V O yQ• /��vf • �70-Do0 NA) NGv, 556 3 Co , T z If", 2 z.0 w TOWN OF r1QPy COUNTY S+ • C RO( CSTM R. 7 / c 4 r 2 _ 2- LC 3 7 LOCAL AUTHORITY/ SUPERVISION 5T 7 ZDA-)(A3G -- PROJECT DESCRIPTIO r4A�� (1j?e11Y11_4e 4C vs Gil /�9�os�� 7�z 1N 1 5e "V-0S r 3 p f 1 vojj6� - Z:)- - 70 /;v 5 - /�- Zo , N ;q r/3� Ells -- �� ` 6 1 ��" �45T o/2 IV DU ti v ^' G Noe //V Aloe oz-) 7 11V l it9 C D/ yE� p g �1 • O .My BRi jf�. fG . Pg.l INFILTRATOR SIZING WORKSHEET P9.2 SYSTEM PLOT PLAN P9.3 CROSS SECTION OF SYSTEM, WITH ELEVATIONS. Pg . 4 t1 11 If 11 11 P9.5 OWNER MANAGEMENT PLANS & ZABEL FILTER SPECS P9.6 (OPTIONAL) CROSS SECTION AND SPECS FOR DOSING TANK. PG•7 (OPTIONAL) PUMP PERFORMANCE SPECS. The attached plans and specifications are based on "In- Ground Absorption Component Manual For Private Onsite Wastewater TrAntmant SvstamG_" (VPrGinn 9. SRn_i n75 - P(Nni /nl i • N O kA b O N � ° to N( N O m •� < �+ tR o t 1 e g CD c 0 6 1�T1R1� ��� � rn W CD 90 SD CA 2 Wz = �pz I Z `►� N z � g n. o a 0CD O� 0 O 9 —0 -n ca m c N 0 � * SON �- sv Dm m 3: C N Q � o mo C" of � r m K h O O O o = m r— �i�l lol W s N O 1 1 O it 4 ' 1 N# o Ito 0 �► � 1> — T to g� c ° - N . --t -- -1�1 -- N,or -- - 1 N A Sq • � 1 11 0 0 7C m L4 d `1 �X o N � 0 .. o NN yo r 15 7 - # - • © TrP�'ti�s , � C�Po SS S�cT�ov � . Qo K ys �,u Spe cT /o.J PI;A-2. Iff OVER: See Reverse Side for Vent/ Observation Pipe Details. 2,m o T�p�tic�s �s q . SQ �T, rf��,�'ov cifolr �,l,� Sic Ti � 19P�04 &e p IIEO 7 c fjo v�1 �NSpEcT /ov ���Q . ;V #4-P 9� C Z t Q4 A= onr VFant- / observation Pipe Details CRo SS SEC TioA-) © TrPE'ti���s y , � T/ AJ IIEU T AA 71 1 av IVIAI - iff 1 '2_ Ti'P� , �' s ys TZ�•4 ' 93. 0 „___.._.... o; a - gt%v. i1nr+ / nt,aarvation Pine Details. W I I N 0 UN ke C° � o � V N i t 0 Z IT\ OWNER's MAINTAINCE SEPTIC SYSTEM POWTS (landowner) is reponsible for proper operation and maintenance of.this system. Regular periodic inspections and servicing is necessary for the safe healthy operation of,this system. The owner is required.by code to submit all necessary - maintenance /inspection reports to the controlling,authorities.. SPECIFIC CONTACT AGENTS 5T • C/wI� C �y *. Governmental authority/ inspectors: iA.7 6- lid 7/s . 3 P6 • y?oo`a * Licensed installer, responsible for providing an operation/ maintenance "Users" manual: 715 ' - 7 1 / , ? , 3- Z Z * Licensed sery &ce / inspection agent other than installer: Raw /t4451y'?�tneS * Electrician, -for pump, electric controls, w1 ring units: IMPORTANT OWNER MAINTENANCE REQUIREMENTS 1. Winter traffic (sledding, shoveling, etc.) across the area shall not be permitted, or frost can /will penetrate into the cell, freezing up the system. Discontinuos use in the winter vacaction.tr_ip, resulting in no water use) can also lead to freeze ups. 2. Water conservation - needs - to be exercised! system can be hydrolically overloaded and destroyed. This sys�em was designed for a maximum wastewater flow of p gals. daily. 3. POWTS are not designed to accomodate wastes from a garbage disposal unit, or any other unnatural sources of waste. Any introduction of such waste 'materials will overload and destroy this system. 4. If a power outage- occurs, or a pump fails, it may result in a temporary overload of effluent being pumped into the cell, which may adversely impact the cell (ieakkge). It is recommended that a licensed pumper empty the dosing tank, allowing the pump to return to dosing the correct amounts. Consult your installer - immediately for advice. 5. Neglect of the vegetative"cover (the cells insulation & erosion preventive) can lead to failure. Compaction or heavy traffic also can destroy t he system. It IS NECESSARY TO REGULARLY WATER THE VEGETATION OVER A SYSTEM!! Effluent in the system beneath IS NOT sufficient alone tO maintain a yl over. 6. Periodic inspections by the owner, or his agents, is necessary. Inspection pipes and ports have been incorporated into the system: on the mound basal area (effluent level inspection pipes), cleanout terminals on the pressurized laterals, at each tip - for flushing and cleaning the laterals out. The filter system in the tanks (via a locked above ground cover /manhole), only a licensed properly qualibied person should be performing this work which involves health & severe safety risks. Evidence of effluent ponding in the system's treatment cell shall also be regularly inspected.