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030-2025-20-000
S T CR c OUNTY jh#,4�k PLANNING & ZONING I May 13, 2010 Sharon Woods 1480 Pine Tree Lane Houlton, WI 54082 Dear Ms. Woods: CodeAdministrati Recently, the St. Croix County Zoning Department has received complaints about 715 -396 -4680 the steady removal of trees along the bluffline of the St. Croix River in the Houlton Land In formation area over the past few years. As you may know, your property is within the St. Planning � ' Croix County Riverway Overlay District, which was enacted as a means to protect 715-386-4674 , the river along with its natural and scenic bluffline. Since the enactment, this Department has worked with land owners to enforce the standards of the ordinance. Real Property 71 36 -4677 Like many agencies, this Department relies strongly the eyes and ears of citizens s such as you living in the Riverway District to alert us of concerns and complaints. R ycling Please be aware that in most cases, vegetation removal of any kind is not allowed - 386 -4675 in the Riverway District. If you see or hear any activity in your area which could be considered violations, please contact this Department as soon as possible to help us prevent violations before they occur. Please remember to check with this }, Department before cutting any trees on your property. Please note that this letter is not a notice of violation, but a public reminder to Riverway property owners. To review St. Croix County Ordinances, visit the following web link: http: / /www.co.saint- croix.wi.us /county ordinances.htm Under Land Use, click on chapter 17.36 — Subchapter III.V — Lower St. Croix Riverway � p p y 4 Overlay District. If you have any questions, I can be reached at (715) 386 -4683 (8:00 A.M. to 5:00 P.M. weekdays). Respectfully, A I M", >41 Dan Sitz Zoning Technician Cc: Town of St. Joseph Jay Kimble, Town Zoning Administrator File ST.CRO /X COUNTYGOVERNMENT CENTER 1 10 1 CARMIGHAEL ROAD, HUDSON, W1 54016 715- 386 -4686 FAx PZPCO.S411VT- CROIX.W1 US WWW.CO.SAINT-CROIX.WI.US i V RECEIVE® Si'. CROIX COUNTY ZONING DEPARTMENT JAN 1 4 200° AS BUILT SANITARY REPORT Qn ST. CROIX COuNI , , 12d�✓ w 000 S ZONING OFFICE Owner Addt crs O ow G�V Legal Description: PIV 7 6-e0'7 Gd 7 / — Ai -CG Is j /3 e v.vv -r Lot Block Subdivision/CSM # 'A � 'A &, See. 2 -1 , T 3 D N -R 2 -0 W, Town of S T• 70S eA PIN # 03 O • ,Z 6 2, • i SEPTICTANK DOSE CHAMBER -- BOLDING TANK INFORMATION 4U ESQ t'i coV4/ {z "E'4M/30 /& 6� b 50 • . > Z.5 ' 2 Tank manufacturer C • Size ST/PC / Setback from: House Well P/L Pump manufacturer M Model 14 6 O Alarm location /NS "D o :j"jj <rE O,u CtJf/LL ([IOLDING 'TANKS ONLY) Setbacks: Service road Vent to fresh air intake Water Line Meter location Alarm location SO IL ABSORuT'ION SYS'T'EM Type of system: l'�'r 00 'D Width (P Length � Number of Trenches Setback from: Ilouse > 15 , Well ? ! P/I, SL' Vent to fresh air intake > L S ' ELEVATIONS ' Top o� � sTs y" sl p/- loo -d Description of benchmark Elevation Description of alternate benchmark 'T of 4>t Ci¢ S� ti <,.� Elevation/ . 66 fi Building Sewer 97 . /`D STAIT Inlet �-� ' g ST Outlet PC Inlet PC Bottom !�' 3 , Ialeader/Manifold Top of ST/PC Manhole Cover Dist /��� 7 l� 1t /S �c Distr 7 . / Ta Lines { ) ( ) �/ d -- — OFF Bottom of System {) b �' /a (� O I-ja e t °tom P Final Grade . Q / l 00 r ©cT Date of installation / / Permit numbe State plan number Plumber's signature License number 2 26e3 Date / Inspector P � ,V l A /A J l A vx I - complete plot plat iJlbricht &Associates Private Sewage Consultants 2812 1©th Ave. OTC � ! Spring Valley, Wl 54767 j,: /. C-7X ` 0 R, I c INA T� 4 - a 5 5 "-7 - 7/S • q 7 33 (, *5D CD n �� 0 W un 016 Q - to N � t o' c � - - b% t z� .- --- � Vim, kA �t d � � o ti k w o- t t � mD 0 co ° 0 ZC r~ t Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 430455 0 GENERAL INFORMATION (ATTACH TO PERMIT) State Plan ID No: '7 Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04 (1)(m)). / C�' � / 3 Permit Holder's Name: City Village X Township Parcel Tax No: Woods, Sharon St. Jose h Township 030 - 2025 -20 -000 CST BM Elev: Insp. BM Elev: T DeZ�; ' Te r ►„ � � '' bm I Sectionrrown /Range /Map No: l0• L (!�?1 . U TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic ' Benchmark C�--CA la 0 D U B ?1� D 2' '67 , e Dosing Alt. BM /� 3 3 Y /Dd, It �� lJ 0' dd „° - ... Aeration - °- Bldg. Sewer Holding St/Ht Inlet SZ gl/ 17 TANK SETBACK INFORMATION St/Ht Outlet .� TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic , / C D A7 / I/ Dt Bottom 9 ,•,., 13, Dosing Hea er /Ma . �c Aeration Dist. Pipe 3 a i r -- 1� � a•3o 0/.77 Holding Bot. System ar9 Final Grade PUMPISIPHON INFORMATION -P f.6 /. 3 o /-0 2.7 7 Manufacturer emand St Cover GPM Model Number 00 hi wv TDH Lift Friction Loss t53 System Head TDH Ft IU, Forcemain Length Dia. Dist. to Well � � l� � / � fyt � 7• C/ /Q ti C7 /U U �' ,,j SOIL ABSORPTION SYSTEM BEDITRENCH Width Length No. Of Treaslies 1,1 (/ PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS C" / 561 SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM ACractu Manuf INFORMATION CHA Type Of System: i} ,cro rT I2 U Model Num e 7 /ob 71bb ` DISTRIBUTION SYSTEM Gin S Sf -- F der /Manifold ii Distribution x Hole Size / x Hole Spacing Vent to r Intake gth Dia Length Dia y 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 Yes No Yes — " - No COMMENTS: (Include code discrepencies, persons present, etc.) Inspection #1: / Inspection #2: / / 2-9 / 03 t Z, Location: 1480 Pinetree Lane Hudson, WI 54016 (NE 1/4 NE 1/4 22 T30N R20W) NA Lot "Parcel No: 22.30.20.437B t �rl�'oHt C'C�v e 1.) Alt BM Description = o p dZ%U�r�1ev h-Ce- 2.) Bldg sewer length - amount of cover = q �� C-0al '3) �' rrrti ho[.e � �� y� Per PI umber ; TAIlk Pit /K/2M t CoGlarsed r Plan revision Re uired? Yes — - J Use other side for additional formation. No - SBD -6710 (R.3/97) Date J Insepctor's Signature Cert. No. Safety and Buildings Division County � 7— GpO� X ` i , 20t W. Washington Ave., P.O. Box 7082 ��CG �seans�n Madison, WI 53707 — 7082 Sanitary Permit Number (to be filled in by Co.) Department of Commerce (608) 261 -6546 X30 Sanitary Permit Application State Pl I.D. Number �1 in accord with Comm 83.21, Wis. Adm. Code, personal information you provide may be used for secondary Purposes Privacy La jest Address (if different than mailing address T. Application Information - Please Print All Information 150, Property Owner's Name Hu i Lftr el # Lot # Block # 3 Proper Owner's Mailing Address 70 O � Cc. erty Location = 0 City, State Zip C e Phone Number �i ( #ovGTo `' I � - S �0 �.� 7 &Di li T 36 N' R`{/ w 6ICOV 11. Type of Building (check all that apply) 9 1 or 2 Family Dwelling - Number o rooms 2 Subdivision � CSM Number ❑ Public/Cornmercial - Describe U r / ❑ State Owned - Describe Use x 5 ❑City ❑Vilbge)l'fownship of ST Tb3'2:7��` III. Type of Permit: (Check Une A. Complete line B if applicable) - A. ❑ New S em 17 yst iu Keplacement System Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System B• ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New List Previous Permit Number and Date issued Before Expiration Plumber Owner IV. Type of POWTS system: Check all that appl ❑ Non - Pressurized In -Ground ❑ Mound > 24 in. of suitable soil X Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dispersal/Treatment Area Information: Design Flow (gpd) Des;Gallons il Application Rate(gpdsf) Dispersal Area Required (st) Dispersal Area Proposed (so System Elevation 360 36 - 0z /10/`//10/`/0 io VI. Tank Info ity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons of Units Concrete Constructed Glass New Existing IV /eseA? septic Tanks Of Tanks /oar Aerobic Treatment Unit Dosing C bomber / CU VII. Responsibility Statement- 1, the undersigned, assume responsibility for installation of the POWTS shown on the attached plans. Plumber's Name (Print) R. Z>'l,,bl�i r Plumber's Signature - MP/MPRS Number Business Phone Number � T Z z 4 3 - 1 S 7/S • 77a • 3 4� y Plumber's Address (Street, City, State, Zip Code) gl z.. /o � ode . SDRiIUG- VIII. C ounty !De artment Use Onl Approved ❑ Disapproved Sanitary Permit Fee (includes Groundwater Date Issrred Ls i Agent Signature (No Stamps) Surcharge Fee) � ❑ Owner Given Reason for Denial 3 SU 4 : ,(� IX. Conditions of Approval/Reasons for Disapproval SYS M OWNER: 3) S j w., 1 S p e r sal ell must al al l ter er C� z wt � ►� Ctr.t�t zeys / di persal cell must l be serviced /maintained a per management plan provided by plumber. —r' 2. A setback requirements must be maintained a per applicable code /ordinances. Attack complete plans (to the County only) fen the system on paper not less than Slt2 z l l Inch" is size [ITT !'1nQ /n nn inn\ I t Q) 4 1 Q � V N Z O o t --a- , c o CA 0 �p � ~ r `t\ mMM ;. r o y (' M 4 O b OD m > Q K z m z l �O- 1 - ao z 4 CO f,3 a �\ I tr1 O O m=K Q p ' The area 15 0 below th soilAhsor do sloe edge p n System 9e of the mrr stremainundis t ur hed. 1 W D. t �iW Safety and Buildings PO BOX 7162 MADISON WI 53707 -7162 N � TDD #: (608) 264 -8777 www.commerce.state.wi.us/ Department of Commerce www.vAsconsin.gov Jim Doyle, Governor Cory L. Nettles, Secretary October 08, 2003 CUST ID No.226375 ATTIC• POWTS Inspector ROBERT W ULBRICHT ZONING OFFICE ULBRICHT & ASSOCIATES CO ST CROIX COUNTY SPIA 2812 10TH AVE 1101 CARMICHAEL RD SPRING VALLEY WI 54767 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 10/08/2005 Identification Numbers Transaction ID No. 927973 SITE• Site ID No. 666387 Dr Sharon Woods - Dwelling Please refer to both identification numbers, 1480 Pine Tree Ln above, in all correspondence with the agency. . Town of Saint Joseph, 54082 St Croix County NEIA, NEIA, S22, T30N, R20W FOR: Description: Replacement Mound System / 300 gpd Object Type: POWT System Regulated Object ID No.: 924686 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: ♦ On page 3, the following adjustment was made to the distribution pipe design as specified in the approved pressure distribution component manual: R ON COI ?dih Y = 24 inches Number of orifices (holes) per pipe = 25 Lateral discharge rate = 16.375 gpm API_ DEPART N Network discharge rate = 32.76 gpm DIVISIO Orifice density = 6.0 ft /orifice A copy of the approved plans, specifications and this letter shall be on -site during construction and open to SEE G k RES 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. 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. ROBERT W ULBRICHT Page 2 10/8/03 Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 f Balance Due $ 0.00 P ag r / ate Sewage Plan ewer ,Integrated Services WiSMART code: 7633 (608)266-2889, M - 630 - 1500 Hrs pepagel@connnerce.state.wi.us cc: Leroy G Jansky, Wastewater Specialist, (715) 726 -2544 ULBRICHT & ASSOCIATES CO. 655 O'Neil Road • Hudson, WI 54016 Reg. Designers of Enytneering systems 715 -386 -8185 Private Sewage Consultants PROJECT INDEX SAP% 2- ' 2 Plan I.D. # Date - Owner .. 11AIP0/V lluDo • Phone �/� �yf • to ©�� Address 111,fo Ri0 r�P.e_e_ G� • �TdUGTO.V CUB S �/ Od�Z Legal Description AOMOX 5' r 4X-50 . PW7 o f GDUT". Lel / P/N 0 -3 io z. 5 a o _ A 5,r. 2- X 7 O u R 2 (A-) Town of S % SOS ep County ��` ' 40 � 1� C.S.T. A 2-2 -Ce3 �� Installer �. Zl /`j�lG,G 7 Local Authority/ Supervision PROJECT DESCRIPTION DESCRIPTION f a ce ti, .ea, S y s G-- �� l'o vp ,(:c1 G-- /10 f4:! hlr �9 u SI, 3 Till n t GGc l Uibricht & Associates Private Sewage Consultants �� c 2812 10th Ave. ao C Spring Valley, WI 54767 �IP�S V Pg.l PLOT PLAN VIEWS 0 Pg.2 SYSTEM CROSS SECTIONS & SYSTEM PLAN VIEWS (REVERSE SIDE 's' 0 DETAILS INSPECTION PIPES & FABRIC /TOP FILL DETAILS) Pg. IPE LATERAL LAYOUT (REVERSE SIDE SHOWS DETAILS OF LATERAL O CLEAN OUTS) Cl,- Pg.4 DOSING CHAMBER CROSS SECTION & SPECS. V P g .5 PUMP PERFORMANCE SPECS (REVERSE SIDE SHOWS PUMP DETAILS) U .. g .6.OPERATION, M � AINTENANCE REQUIREMENTS (REVERSE SIDE SHOWS i P V u_E SITE & SPECIFIC PROJECT DETAILED INFORMATION,UNIQUE TO LOCALE AND GOVERNMENTAL UNIT AREA) The attached plans and specifications are based on the following approved manuals: "Mound Component Manual For Private Onsite Wastewater Treatment Systems " (Version 2.0 SBD- 10691- P(N.01 /01) and "Pressure Distribution Component Manual For Private Onsite Wastewater Treatment Systems" (version2.0) SBD - 10706- P(NOI /01). C Q--' -,( c� r -o i r p a � t —� �I Z C v tu m o r ao > m Jl { � o m z tk -� � w m C1 :V ( r O tl M Cl) 't AD 1 Z r r � -� ► c f r !7 Ilk po �,.. 9 w The area i5 ft. ° or below fhe d m o a INIAbsorptio system mu slope edge o the strema'nundisturbed, CR O SS,. S O MO U AJ D w i r B eD 13 e v a % ro Agg�ecSATE' Di STRi13uT%a,v G , TNicirxs CS s pip to (N- aF T° P s o r L k"/ TEiP.�rlvw- s ys r �M Cep's. e levAr ioo r ,r' SALAD. • //i lll� I// r // rry �I // Pio w� � T o p S o i �-- -� -�•�� VUi M SIOPE, FORCE RIW UuDEfi /•5 FT: -- ELEVAr+o 5 —• ( ,r E /•C�� Fr. 1mvER o f )ATIERMS 161.60 F • 92, FT- / c9, • Top of R cock / ( F. - 2, H � • v FT Top o f 1 y I A T E R A I S I_ AU VI EW OF Moul,)D -- wi ryi 13ED c " ND FoPcl:-: MA A (P FT% ______ -_ (3 F. IT 13 L 70 t o a � 9 w F T 2-7 Be of Pvc �App�D To l yH Al ti REG Uf35ERVhTt0v Aj Df ad . 10e,4 7_idAJ-5 fee, ERM Of' G/ .) 0 s `U� _ E Y MhRk R i E S (Tn R E C2 v i R E D BASAL ft R e /t — j SOIL 10Ti lTiRATWE �J < AfAci Ty / s4. Fr PR-vposEd BASM AReA = x ( A + 1 - 5o, L P ono Maa iF � Fr R S Fr X .21/ �nRcE M/�ir`1 NE /.�2 4 Fr FAR - ---- -- o f PUG 1 u cH e _ToT•At V (9tD vott>>jE /9 7 GALS . L- N o i MAmir-ofp �r Z FopcE MAw " INGF��5 • °F No1E5/p; P 2 CORRECTION NEEDED- u v E Rr E LE V AT r o ,3 SEE CORRESPONDENCE F L ATE RA l 5 SI DE F OP, /D /. 6 0 ' l�M i" 4t_ coo a &T>4+ L µl PER D R� MouE All 'DRil l f3uR y I dcA TEn 0,3 (30rToXA E'gL)AllY SPACE . 7)15TRi BUT - 10" I)ISC ATE r IE�AON LArMi L GAL ToTAt- 0 (.sTRi (3V _DISc HAR C>E' RATE FO . SET woR K /.49 &AL/MI -2-5 Mi'mt*mum `DETA4 L- 6F C/o PI �,v� �lo �tiD �rP�4D� 1AW S11040eZ,67e M ImE " 13 o x - F�, -61 � p s�&edu -fie `� - o el e ry f " e2 P ,per -45p,4 7 ' J / 13 4 11 114 1 aoE SEPTIC TA NK PUMP CHAMBER CR SECTION AND SPECIFICATIONS 4'f CI VENT PIPE 12" MIN. ABOVE GRADE +!WEATHER PROOF Z' 2! LO' FROM DOOR, WINDOW OR JUNCTION E TION BOX APFRO . �,,, FRESH AIR_ INTAKE WITH CONDUIT MANHOLE C =-a W I PAD LOC �` a 40 T f _, - -I WARNING L ,- -4" MIN y OVA -I�L = - y INLET GAS- i�,e TIGHT ! f jri eL A !SEAL APPROVED f LTEi� — , ALM JOINTS 4)/ pvc Qi p B f ON PIPE 3' 0'. ;�a SOL Dy�3_ - -_ -? �j.3 a SOLID SOI q SOIL PUMP OFF ELEV. q C T. I_ ( • I t OFF R 1SER D = 17 PERMITTED ' IF TANK b Q/H MANUFACTUI 3" APPROVED BEDDING UNDER TANK HAS AFFROA CONCRETE PAD SPECIFICATIONS SEPTIC I DOSE GG/FS&R TANK MANUFACTURER: 60. NUMBER DOSES PER DAY: (n4 . TANK SIZES SEPTIC CT" GAL. DOSE VOLUME INCLUDING fj DOSE GAL. -10 FLOWBACK: Q GAL. A LARM MANUFACTURER: L'UL'L /9'��Q'� CAPACITIES: A = / Z' INCHES = 2 0 C MODEL NUMBER: U _ SWITCH TYPE: /a�.� -- B= 2 INCHES = 3 2— C PUMP MANUFACTURER: /� �i S C = � INCHES = 8 O C MODEL NUMBER: 2 �} SWITCH TYPE: P D = ? , ol INCHES = 33 C REQUIRED DISCHARGE RATE GPM PUMP & ALARM WIRING AS PER ILHR 16.23 VERTICAL DIFFERENCE BETWEEN PUMP OFF AND DISTRIBUTION PIPE ? FEET16 + MINIMUM NETWORK SUPPLY PRESSURE . . . . . . . . . , . . .25 FEET 3•Z� + _1 FEET FEET FORCEMAIN X 2.2 FT /100 FT. FRICTION FACTOR 2.7 FEET,2,5,� k TOTAL DYNAMIC HEAD =. 1 G!; FEET INTERNAL DIMENSIONS OF PUMP TANK: LENGTH 7 WIDTH �! DIAMETER � , LIQUID DEPTH SIGNED: LICENSE NUMBER: DATE: PECS s' THIS POWT SYSTEM SHALL �.�� j Pf � INCORPORATE PER COMM. t 83.44(2)c A PROPER ZABEL s . FILTER MODEL # . �p . 2-5 tai< loll SEPTIC TANK, per Comm.83.44 (2) (c) shall be equipped with an outlet attached approved filter device (Zabel fiiter). Tank shall have an approved above ground locking manhole cover for regular (every 12 months or less) inspection & servicing by a licensdd sprvir-p mimnpr_ Tj Y 61C /_ ME40 Series M 4/10 HP Effluent and Drain Water Pumps Performance Curve MODEL ME40 EFFLUENT PUMP CAPACITY LITERS PER MINUTE 0 50 100 150 200 250 300 350 40 • 12 35 10 N W 30 W It H H 25 8 Z W 20 6 J 15 J O 4 1�- ~ O 10 A 5 2 0 0 0 10 20 30 40 50 60 70 80 90 100 CAPACITY GALLONS PER MINUTE i F.E. Myers, A Pentair Company • 1101 Myers Parkway, Ashland, Ohio 44805 -1923 419/289 -1144 FAX 419/289 -6658 Telex W7443 K3326 7/91 - Printed in U.S.A. ME40 SERIES 4/10 HP Effluent and Drain Water Pumps POWER & FLOAT CORDS PLUG DMUNSiONS 6luick- connect, watertight Replaces switch assembly fittings are interchange- for manual operation. - able, replaceable from � F (3 1m m) D =ha pump exterior. ; D scharge MECHANICAL FLOAT SWITCH Mercury free, g0° angle a operation. 5.66 -- (144mm) - I Lbb - - -- - - - - (296.5mm) ._._ "ON " MOTOR HOUSING r __ Cast iron for efficient heat transfer. OVERLOAD SWITCH Built -in to protect against overload conditions. io n 1600 4/10 HP MOTOR M �� . ° o 1600 rpm, 60 Hz, 115 or 230V, single phase. Oil- cooled and lubricated. ROTARY SHAFT SEAL Carbon, ceramic faces. PERFORMANCE C CAPACITY LITERS PER MINUTE 1 0 50 100 150 200 250 300 350 40 12 VOL=/IMPELLER SEAL 35 RING 10 m Maintains high efficiency 30 $ and reduces recirculation e replaceable. z5 , ENCLOSED TWO VANE 2 O 6 ID J High efficiency, passes HIGH EFFICIENCY AM 4 3 /4 ° spherical solids, with VOL= ~ 10 � stainless steel wear ring. Corrosion resistant. Passes 3 k" spherical solids. I W 5 2 THRUST WASHER, SLEEVE IVPT discharge . BEARINGS 0 0 Enhawe gnooth opQlation O 10 20 30 40 50 60 70 80 90 100 an extend pump life. CAPACITY GALLONS PER MINUTE K3319 U.S.A. F 0 Myers, A Pentair Company Printed in n u M" Mo r 1101 Myers Parkway Ashland, Ohio 44805 -1923 419/289 -1144 FAX: 419/289 -6658, TLX: 98 -7443 ,I Mound System Management Plan «' Pursuant to Comm 83.54, Wis. Adm. Code Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48. Slats. The contents of the septic tank shall be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shall be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The fitter cartridge should not be removed unless provisions are made to retain-'solids in the tank that may slough off the filter when removed from its enclosure. If the filter is equipped with an alarm, the filter shall be serviced if the alarm is activated continuously. intermittent filter alarms may indicate surge flows or an impending continuous alarm. The septic tank shall have its contents removed when the volume of sludge and scum in the tank exceeds 113 the liquid volume of the tank. if the contents of the tank are not removed at the time of a triennial assessment, maintenance personnel shall advise the owner of when the next service needs to be performed to maintain less than maximum scum and sludge accumulation in the tank. The addition of biological or chemical additives to enhance septic tank performance is generally not required. However, if such products are used they shall be approved for septic tank use by the Department of Commerce. Safety and Buildings Division. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. Ail switches, alarms, and pumps shall be tested to verify proper operation. If an effluent filter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distribution System No trees or shrubs should be planted on the mound. Plantings may be made around the mound's perimeter, and the mound shall be seeded and mulched as necessary to prevent erosion and to provide some protection from frost penetration. Traffic (other than for vegetative maintenance) on the mound is not recommended since soil compaction may hinder aeration of the infiltrative surface within the mound and snow compaction in the winter will promote frost penetration. Cold weather installations (October - February) dictate that the mound be heavily mulched for frost protection. ` Influent quality Into the mound system may not exceed 220 mg/L BOD5, 150 mg /L TSS, and 30 mg /L FOG. Influent How may not exceed maximum design flow specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the end of each lateral, and it is recommended that each lateral be flushed of accumulated solids at least once every 18 months. When a pressure test is performed it should be compared to the initial test when the system was installed to determine if orifice clogging has occurred and if orifice cleaning is required to maintain equal distribution within the dispersal cell. Observation pipes within the dispersal cell shall be checked for effluent ponding. Ponding levels shall be reported to the owner, and any levels above 4 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. General This system shall be operated in accordance with Comm 82 -84 Wis. Adm. Code, and shall maintained in accordance with its' component manual 1SBD- 10572 -P (R. 8/99)1 and local or state rules peribining to system maintenance and maintenance reporting. No one should ever enter a septic or pump tank since dangerous gases may be present that could cause death. Septic and pump tank abandonment shall be in accordance with Comm 83.33, Wis. Adm. Code when the tanks are no longer used as POWTS components. Septic or pump tank manhole risers, access risers and covers should be inspected for water tightness and soundness. Access openings used for service and assessment shall be sealed watertight upon the completion of service. Any opening deemed unsound, detective, or subject to failure must be replaced. Exposed access openings greater than 8- inches in diameter shall be secured by an effective locking device to prevent accidental or unauthorized entry into a tank or component. Contingency Plan • if the septic tank or any of its components become defective the tank or component shall be repaired or replaced to keep the system in proper operating condition. if the dosing tank, pump, pump controls, alarm or related wiring becomes defective the defective component shall be Immediately repaired or replaced with a component of the same or equal performance. If the mound component fails to accept wastewater or begins to discharge wastewater to the ground surface, it will be repaired or replaced in Its' present location by increasing basal area if toe leakage occurs or by removing biologically clogged adsorption and dispersal media, and related i in , and replacing said components P P 9 p g po ents as deemed necessary to bring the system into proper operating condition. i Questions on the operation or maintenance of this system should be directed to your county zoning or health inspector. I SEF REVERSE SIDE Pg.6 FOR MAINTENANCE REQUIREMENTS SPECIFIC TO TlItS SITE, DESIGN, AND COMPONENTS I // s ' I OWNER's MAINTAINCE OF SEPTIC SYSTEM F,�,, �. 4 POWTS (landowner) is reponsible for proper operation and maintenance of this system. Regular servicing is necessary for the safe healthy coperation oof. the is system. The owner is required by code to submit all necessary maintenance /inspection reports to the controlling,authorities. SPECIFIC CONTACT ' AGENTS ST. Gc6 �'X * Governmental authority/ inspectors: 7t S - 3e6 � 1 16 P T * Licensed installer, responsible for providing an operation/ maintenance "Users" manual: Its • 7 7 A . 3 V y� /2 AV * Licensed service / inspection agent other than installer: - rX 1 0 / - rA-7 - 1 o.v 1'U.LI/�< � Gr � 3,�,v Nole ,v ! *.Electrician, for um , P p, electric controls, wiring units: T .v 7 1 s . 7 33 IMPO RTANT OWNER MAINTENANCE RE UIREMENTS 1• Winter traffic (sledding area shall not be shove ring, etc.) across the the cell, freezing s or frost can /will penetrate into g p the system. Discontinuos use in the . winter (a vacaction trip, resulting-in no water use) can also lead to freeze ups. Z. Water conservation needs to be exercised! Or system can be hydrolically overloaded and destroyed. This sys�em was designed for a maximum wastewater flow of --� gals. daily. 3• POWTS are not designed to accomodate wastes from a garbage. ' disposal unit, or any other unnatural sources of waste destroy this system. . Any introduction of such waste materials will overload and 4. If a •f 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 le recommended that a licensed pumper empty the dosing It i allowing the um y d osing tank, Consult p ump to return to dosing the correct amounts. Your installer immediately for advice. 5• Neglect of the vegetative cover erosion preventive) can lead to failuree1Compactiolior & traffic also can destroy t he system. It NECESSARY the h eavy REGULARLY WATER THE VEGETATION IS SARY OVER A SYS N maintain a E SARY e ystem beneath IS NOT sufficient alone t0 t in gr cover. 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 Inspection pipes), cleanout terminals, on the laterals, pressurized at each ti otheltanksg and cleaning the laterals out• The filter system in ground cover /manhole). Only a iicensedlProperly g above ualCie person should be performing this work which involvesil & severe safety risks. Evidence of effluent n the system's treatment cell shall also be regulard heath lyInspected. Wisconsin Department of Commerce SOIL EVALUATION REPORT page Division of Safety and Bcridings ' in accordance with �Omm 85. Wis. Code . counlY Attach complete site plan on paper not iris than 8 112 x 1 i inches In size. Plan must include, but not limited to: vertical and horizontal reference point (BM), dkedign Parcel I.D. 03 0 , 2 - o Z S — 2 Percent slope. scale or dimenslons, north arrow. and location and distance d. Please print all Informattion. [ , 1 date PeMO" kft" ban you pwide nsay be used for secon purpom c (�acy Law. s. 15.04 (t) (m)) Prttperiy Owner :/D W f S iQ�PD.0 00 07 1` P roperty Locati oA Lot i/4 t4 S T ✓ - N '�' (vr W Property Owner's Address Lot # Bl Subd ® T ip Phone Number 0 city 0 um VrfEage a fn Road 1 G A) 41 s z y f2 -1 ( 715) 5 /r• (00 L ST SoS IP '" . + i Tom` A4. �0,( New Construction User Residential 1 Number of bedrooms Z Code derived design Now rate GPI) LGV Rellace"Wt 0 PMAC or commercial - Describe. �p Parent material V 0U �� D t ty Hood Plain elevation if appli ft. Germal coryments � SJr•UZ� �U �. and recommendations - • �rC,¢- 7�.5�� ,P�vi�P�s �4 /froU.�� s�sr�.y �v,/�,. /�' '. Boring / Pit Ground surface elev. 9- � J ft Depth to rgniting factor 2 Z. . sow Apokaffon Rate Horizon Depth Uonvrtant Color Redox Desa"on Texture Structure Consistence Boundary Roots GPQ ftz In. Munsel Qu. Sz Cori. Color Gr. Sz. Sh. *Elf f1 'Effr#2 7 toy�e 3 Gs 44" C5 3 �- . - 7 1 . z 2 7•/ o Yle GS 4h, �S �• Z 3 • z M s ,e 1' s /f I ds • y. etc` ,v .0 s YA y P �� 3'r t Ground surface elev. i un ft. Depth to limiting factor l v SoN K;atiorr t2&e Horizon Depth Dominant Col - Redox description Texture Structure Consistence Boundary Roots GPd1t'F �. Mansell Qu. Sz. Corn. Color Gr. Sz. Sh. 'Eff#1 I 'Etf#2 1 693 1 11, — L. S f rYf �.L G'S • 7 /. Z -3 / o 5 io ,v S ,vim ,11 w s ,e G 2- • Effluent #1 = BOD > 30 < 220 mg& aril TSS >30 < 150 mgA. * EN)uent Q = BM < 30 mg& and TSS 130 mWL `= CST Name Fwaso F / Signahxe ` 22 CSTM Address Date Evaluation Conducted Telephone Number ) Sr_? 2-3 715 - • 77a •3 Yy2— ric t & Associates Private Sewage Consultants 2812 10th Ave. Spring Valley, WI 54767 ORIGINAL t Property Gvner r k Parcel ID # ta-? D 2- 2 D Page - — of — , 5Lpit Groundsurfaceetev. Depth to Wolfing taper, k, SON ication Rate Hod2m Depth Dw*mt Redox Description Texture Sbuclure Consi ence Boundary Roots GPDOfF In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Etf#1 "Eff#2 1 d o 3 S A. ej 3 Ot 1 _ -- U G eelllt� _2__ N �. Ed O Boring # Q Boring c4 pit Ground surface elev. R Depth to limiting factor in. Sol Application Rate Horizon Depth Dorninan[Cdor Redox Description Texture Structure ence Boundary (toots GPD1ft` K Munseif Qu. Sz. Cont. Color Gr. Sz. Sh. `Eff#1 'Etf#2 Boxing # ❑ Bonng Ground surface elev. ft. Depth to limiting factor ln. ❑ pit Sod Application Rate Horizon Depth Dominant Color Redox Description- Texture Structure Consistence Boundary Roots In. Munsell Qu. Sz. Cont. Color Gf. Sz. Sh. `Eff##1 'Eff#2 Borfng ❑ Boring # E] pit Ground surface elev. fL Depth to Z tg factor tr' Soil Rate Horizon Depth Dominant Color Redox Texhae Struchxe Consistence Boundary Roots GPOffF In. Munsell Qu. Sz. color Gr. h. `Eff#1 "Eff#2 Effluent #1 = BOD, > 30 220 mg& and TSS 30 S 150 rngt}. ` Effluent #2 = BOD < 30 mglL and TSS < 30 rng1L 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. sec- eztorrtseot I } N b �t �W Ar IA e O MmDr s O ZK z Q i ° z0 d O V� o --1 z �? °o - t io -pxz Z - 1 s 0 m=om • � � D z d 111P m ^�c a A � I /�/L V � V V rT t 8"1' CROIX COUN'T'Y SEPTIC TANK MAINTENANCE AGREEMENT AND -- OWNERSHIP CERTIFICATION CORM Uwner /t3tayer � � � QQ� l qSa (Mailing Address GN • 5 yoSZ Property Address S� (Verification required from Planning Department for new construction) City /Slag Parcel identification Number C*�001 ,S' 2 � LEGAL JOESCRIPTTON t'topetty Location t /,, t /A, Sec. , T N -R � W, Town of ` • � Subdivision -Al \ C Lol # -Al , Cetfiffed Survey lkirtp # ,Volume ,Page # �Vnrrr+niy heed # 5� - 1 - 5 , Volume 1 , Page # �l S rec house C7 es no ` I y Lot lines identii'table *yes d no SYS T'EM MM q'FE improper use and maintenanceof your septic system could result in its premature failure to handle wastes. Proper maintenant consists of pumping vat the septic tank every three Yeats or sooner, if needed by a licensed pumper. What you put into the systei can affect the function of the septic tank as a treatment stage in the waste disposal system. I he property owner agrees to submit to St. Croix Zoning Department a certification form, signed by lite owner and by master plumber, journeyman plumber, tesiticled plumber of a licensed pumper verifying Thal (1) the on -site wastewalerdisposal syslet Is in propct operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 113 tuff of sludge live, the undersigned have read (lie above tecptitements and agree to maintain the private sewage disposal system with the standatt set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Cetlificatk staf fng that y onr septie system has hZen maintained must be completed and returned (o the St. Croix County Zoning Office within 3 days f the three year expiration date. s _ Nn�i uRr OF nr� nN' • un QWN R CERTTFICAI'ION i (we) certify that all statements nit this form are (fire to the best of my (onr) knowledge. I (we) dm (are) the ownet(s) c the property desctibed above, by virtue of a warranty deed recorded in Register of Deeds Office. SKINATURE OF APPLICANT DATE A.ny information that is mis- represented may result in lice sanitary permit being revoked by the Zoning Department. include will, this appliea(ion: a stamped watranty deed frbin the Register of Deeds office it copy of the certired survey map if reference is made in the warranty deed I ST. JOSEPH W PLAT 29 -30 -N • R- 20 -19 -W See Pap 112 For Additional Names. SOMERSET 5' PAGE (Landowners) R20W R19 _ '•�\ 150th AVE 400 �7 3rd T " 100 ANDERSEN SCOUT C AMP RD g g tr 1.1""" HERON w c 3A * xo Linda n , G� w �'aETnu1 ]awes rn _7 0o E� Meyers r � VP ee 1 J5 7 eh11t �Sin6er Rd 3 tr a e3 R I ` 145th 4 Trus{ I �- w 160 ARBO 0 $ us 30g 118 t 2 o m Gs 10 I 78 Se � 3 a �' a Da 37 AVE tr ^ 7 H�Ie 1 jai 2 t, 4� .fir p R S 1 «.�.� 6.4 tr 3 a � 144th a� �������� � " pg I tr rr+i £ F- L--" r sas tr AVE Edward a nN �E n � Henry a —142nd 0 tr F & . ) ce 3aac 1 O tr 37 Truss E otao- q S nw f w1t d St Croix Trust 'a1�t�u $ 8 � "'`� a Trust 155, 9 tarn p 6 cM Meadows 78 + , 47 < _g _ 173 t� 4_0 so 35 ..�p1 ]i d �nCaro6l r 9 W . pm.,auwi. 1Eawa 1 M Otlnan L'J Pto 1� f dr 20 v Brown k . < - r Mary 1�' CEC1kamQ aaLL 70 EmmCC 90 1-- X 10 7 8 EQ d` Wslmm av t 6 ��5 r HK !Wu > § W ON i E 55 1 s � i E gT Susa� 1 12a g to�E LT tr qan IW 0 3 .eel and 31 Marpret I P74 Martha `T' u r- Gillstrom 4S t vas Severson I 77 5 r 80 b 6 < 1s a ESx aar tr b. ,e _ a:. v a d ' PB 9 Laverne McLC�m �s tr it p w _ AV d tr !s 5 95 ! Anderson 0 atlgitey 801 V 00? e 6 21 a 1 a a v• a c.n a El 9 � 1 1 a�im '—'" , 7 tr U v t r.oa GI tr, 75 D= m crts 10 « mr ! .. 4 M Tm tr V O n case i 'N SpCAOir 35 189 1125th AVE 181 Eon gar PGal y 34 ar Taose a $� tr }� ,V F9 2 g T. r 1 Pkard 3 B u 42 s XZ sar ur Ernest W /eanetGe 9 a RIVE W 66 . ra a bills „ tr ACRES tr a :, 10 s uU ¢ T 66 R EST Donald w_s to p IVER wu 1 g� _ 14 _ & T30N R tr b Raw" , w� sti.ler T 1 14 w E T29N t t t6 tr g w �a�M 14 1 1s B 4 3 r 29 6 69 trN ¢ Kim tr E W AR DR 2 P 6a gua �aa RS z. 6 ^" w IH 7 u^ ta31 + 9 a ran °� G z 3 r.n, tr atr 10 6s� �3 30 9 r u rto ¢ m sa to 3 1( g 50 abl W ^ X It O f tr 6 E E SIT t1 tr t LL� , & O Tr T P& C ip yT 3 s 1 c, etc 63 tr 32 p 37 T Ns OLDEN ROUT tr s L LLS 6 H� 35 G OAKS LN BROOK RD LAKE RIVER HEIGHTS T RL HUDSON .�. PAGE 26 E � E • We're right here - in this local area- E to help you, your neighbors and our local A, • . communities. And because we're here, your deposits A with us are invested in loans to benefit local economy and local p o p e RIVER FALLS PRESCOTT 104 East Locust Street 1151 North Canton Road . (715) 425 -2401 (715) 262 -5000 • p Locally owned and operated since 1904 s v mf O �� c �O r0Xw �. as it ;c I = �• z ? o � G m o � O` rzn ° o F. oo ,v w l� y m •"� ^* > a gOt'o a fi O w m zNmc)� o.. d- a " D AD ; m �--! x 5 a z rri Q m "� ° tempo y o a n N Z Z m Q r+ Ce m p- N R° C � �. � or � �• CJ� m �� �D cb m Q ~s G ol'; A fD 7 xmM�IIII m Y v' coz -] a m 01 pq I 0 g A DZ y m n 5' 9 _30 a m yl z �_ ( to F--% £ C ct y oN0z A CAI �, n a m amo$x ro x V , A I o J O -1 z �_ m ry n wo ° F -3 ozxMz �x m A a � OOyt D "' o ro n o A C i ryp ° z C., z o m y 7 5 0 w A- N N • i ^p Z - M C log r•; rt, LA r n � f °r' r. 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