Loading...
HomeMy WebLinkAbout038-1215-90-000 Re: Shoreland zoning questions Page 1 of 2 P Quinn From: Glen Kurtz [glenk @accomn.com] Sent: Monday, May 04, 2009 5:14 PM To: Pam Quinn Subject: Re: Shoreland zoning questions Hi Pam, Since your e -mail below we have worked diligently at removing dead and diseased trees carefully and I must say it is a nice improvement over what it was. I appreciate your help on that issue. Regarding the steps to the water (or 100 year high water mark), I have been researching the building of a metal stairway which would not disturb the soil on the bank. It would be built slightly higher (estimating 12 inches or so) above the natural contour of the bank and step down with the natural flow of the bank starting at the top and making a 90 degree gradual turn, coming to an end on the 100 year high water mark. Realizing I would still need the variance from the County Board etc., my question is, "can the lower footing of the metal steps be placed (or secured) on the 100 year high water area "? If this is possible, my thought is anchoring the top of the steps on the flat area of what is our lawn without disturbing the bank at all but I would need to have an anchor point (footing) at the bottom of the stairway (100 year high water area) and so the reason for the question. I would appreciate your input prior to moving forward with the plans. Kindest Regards, Glen Kurtz Star Prairie, WI Hi Glen, Here's the attachment with specific Shoreland regulations. As we discussed, the routine management of trees, whether dead, dying, or diseased (or clearly on their way out) doesn't require a permit. If any more extensive tree cutting is planned, see the guidelines in Section 17.28(2). As to our conversation regarding the potential for building a stairway (accessory structure) that allows safe access to the Apple River, section 17.29(2)(e) prohibits construction or land disturbance on slopes greater than 25% and 17.31(2) states that all structures must be greater than 75' from the OHWM of the river. Your house meets this limitation, but any stairs, landings, etc. down the bank to reach the river would require a variance from the county Board of Adjustment to both sections; this would mean an application plus addendum with fees of $900 + $175 respectively. Feel free to use this as your "pass" on the tree cutting, rather than a more formal letter. Thanks for checking in ahead of your projects! PameCa .Quinn, Zoning Specialist (POWTS) St. Croix County PCanning & Zoning Dept. uoi Carmichael Road Hudson, WI 54016 715 -386 -468o pamq @co. saint- croix. wi. us < mailto :pamgOco.saint- croix.wi.us> 2/18/2010 / Page 1 of 1 Pam Quinn From: Pam Quinn Sent: Friday, April 03, 2009 4:20 PM To: 'glenk @accomn.com' Subject: Shoreland zoning questions Attachments: Ch 17 SUBCHAPTER III Shoreland.pdf Hi Glen, Here's the attachment with specific Shoreland regulations. As we discussed, the routine management of trees, whether dead, dying, or diseased (or clearly on their way out) doesn't require a permit. If any more extensive tree cutting is planned, see the guidelines in Section 17.28(2). As to our conversation regarding the potential for building a stairway (accessory structure) that allows safe access to the Apple River, section 17.29(2)(e) prohibits construction or land disturbance on slopes greater than 25% and 17.31(2) states that all structures must be greater than 75' from the OHWM of the river. Your house meets this limitation, but any stairs, landings, etc. down the bank to reach the river would require a variance from the county Board of Adjustment to both sections; this would mean an application plus addendum with fees of $900 + $175 respectively. Feel free to use this as your "pass" on the tree cutting, rather than a more formal letter. Thanks for checking in ahead of your projects! Pamela Quinn, Zoning Specialist (PO'W7S) ��$ St. Croix County Planning & Zoning Dept. llol Carmichael Road Hudson, 1NI 54o16 y" 715- 386 -4680 pa w'� mcg co. saint- croix. wi. us 4/3/2009 i Shoreline Restoration Project Land Owner — Glen & Susan Kurtz Address — 2211 120 Street New Richmond, WI Location of Property — Lot #29 River Place. Star Prairie, WI Shore Line — Apple River 208 ft. Family Residence Property Purpose of the project — Working towards the restoration of the shoreline through the planting of native trees, shrubs and plants while preventing the erosion of soil, plantings or habitat. Objective - It is our intent to present an approach acceptable to the preservation of the current lands and waterway owned by Glen & Susan Kurtz. We feel it is necessary to remove some dying /dead tree growth which is currently threatening the bank of the river (note photos) while cleaning up some of the existing dead branches on healthy trees allowing for new plantings and growth to take place. Department of Natural Resoruces — Baldwin, WI — Kerry Stoltz (515- 684 -2914) Location of the Property I � I� S AR PRAIRIE r 12 1 T t T` ,,Al RIE + 23 r y d -`- -- 24� mac mse 7 ! 10 -- - - - - -t 2 27 r SW -SE ZMA „sr ; IM I E I I, UDTI '� ns+29 y��':. t'S` ZEN ++ 30 I 220TH LV � t I 1190 iAR FRk IkiE 29 �` D „ i w -- -1191 -- __---- - --- -- , `i 1 30 i a !�O v _ 'd�.„7MIM� * " ".nw^, � `•=�' a.�,kT �' ` "' ,a, , s y y s o. t W w I WO i o 4 Sr ±It Awk au 4 S _ a ,#„✓• r a ," b� "9 as � `� ,, �j. � f n�r} i - �. 11 � A: Pori Ok ik '' - eR A 0. r i t �►,` ��. . _d"ip Awn Vltl IN MPANY !GO IN �11f�ofesaf s^s PLUMBING • HVAC • PIPE • VALVES FITTINGS • WATER WELL • INDUSTRIAL SUPPLIES Minneapolis St. Paul Duluth Detroit Lakes St. Cloud (612) 588 -7811 (651) 489 -8831 (218) 727 -6670 (218) 847 -9211 (320) 259 -6086 I Brainerd Medina Far o Rochester Eau Claire (218) 828 -4242 (763) 478 -8994 (701) 299 -3210 (507) 529 -1284 (715) 830 -1800 71-� J7. rl 7 L figs /, 7t }k 3 % 1r�1�f //, 17 9,� C ti /i, 8s 9 7 7 1.4)11 �,2y le � 7 I I . , 0 ? g � q } : t3 g ; - _ � § A 4 Cl) E z Cl) ' ) \ g - /� c,; © _ \ / } ° ) C \ \ w ° ` � o k 6 o EEJ § 8 E A ■ a § ■ @ > > E % ' E z 0 e c i a w 2 e k / CL z § § e ° k S 7� A � 4 ■ V U� ■ _/ / .3 § § § / } Oro o v , �� / \ 9 (i CD \ @ .• ( z ! a c 2 z +;g f �$ ° ]EI §gƒ 6 a ^ \ . E_ \` §J E /C ¥ \ § § CL R CD § § j k / ��.�_ -- - - - - -- % k(� .�- \ °E i' .. a i } ! E§ q k cn \ 0 } \ § . z , � \ 0 CL 2 7 K \ j E+S£ i 0 % c� ;a CD o�E co §a »�^ tt/ a ; (i ; � /{ ) _ ]§ mw \ � NO % 4 ULA_Wtz'4� ` �/ County: Wisconsin lepariment of Commerce PRIVATE SEWAGE SYSTEM / St. Croix Safetyand Building Division INSPECTION REPORT sanitary Permit No: 430549 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: LaCasse Development Star Prairie Township 038 - 1215 -90 -000 CST BM Elev: lnsp. BM Elev: BM Description: Section/Town /Range /Map No: �.a bt7•c7� evc- = CST �� 11.31.18.1190 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic L.A-> /_�� 2 (oOZ Benchmark 0 IUD O i Dosing Alt. BM Z r Aeration -- Bldg. Sewer `18 3t Holding St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet '• 9� • 44 1 TANK TO P/L WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic r 3 3 ! Dt Bottom Dosing Header /Man. Aeration Dist. Pipe Holding Bot SysteI�L( '� t i � Z 2Z r nal Grad / PUMP /SIPHON INFORMATION 5W I 5� • `�•�� O�{ `�Z Manufacturer Demand St Cover GPM Model Number TDH Lift Frict' ss System Head TDH Ft Forcemain I Le Wfh Dia. Dist, to Wei SOIL ABSORPTION SYSTEM Z BEDITRENCH Width � L th ( No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO P/L BLDG WELL LAKE /STREAM LEACHING Man fagtiir�rj L INFORMATION 11 CHAMBER OR /�4+ `lerdvtsr " Type Of Syst� S' , J 7 }5 UNIT Model Number: I1 DISTRIBUTI SYSTEM -6 cWw J Header /Manifold U Distribution x Hole Size x Hole Spacing Vent to Air Intake Pip (s) Length � Dia I f Len 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 1 xx Mulched Bed/Trench Center Bed/Trench Edges Topsoil i I Yes ,. No i Yes No C OMM, �( Inc . e�dis�r�p_e *s) persons present, etc.) Inspection #1+ + / Inspection #2: Location: 2211 124th Street Star Prairie, WI 5402 (SE 1/4 SW 1/4 11 TJ1N R18W) �River Plac Lot 29 �Parcel No: 11.31.18.1 1.) Alt BM Description = �ow } � ��� C * j `� • /� P (� 2.) Bldg sewer length = t, � 41,� �,,"„w �T JQ� 1�Gq� PW -- - amount of cover = n " (� f) s Plan revision Required? es N Use other side for additional i ormation. Y � ) a e Ce rt. No. SBD -6710 (R.3/97) A l Safcty and Buildings Division County LU ^..C�: ., 2 W. Wa ington Ave., P.O. Box 7162 ,�C? �S n N 4 03Madi on, WI 53707 - 7162 Sanitary t Number ( t1Ued in by Co.) Dep artment Comm rce (608) 266.3131 Sarilt at 10 ri stave plat►A. Nttcober In accord with Comm 83.21, Wis. Adm. Code, personal Information you provide may be used for secondary purposes Privacy Law, s 15.04(1)(m) Protect Address (If different than mailing address) 1. Application Information - Please Print All Information =tf Z2 Property Owner's Na me Parcel N Lot / W7c� A� (�-' Property Owner's M ailing Address Property Location Z4�� a - 4 & - / , :L4 14,1f,SectiOA_ City, Sr Zip Cade Phone Number (circle ) II. Type of Building (check all that apply) T N; RE or )Id or 2 Family Dwelling - Number of Bedrooms 5 S" talon um r ❑ Public /Commercial - Describe Use ❑ State Owned - Describe Use ' ❑City ❑vil a IT tuhip of III. Type of Permit: (Check only one box on line A. Complete line B if applicable) A. Z New System ❑ Replacement System � Treatment/Holding Tank Replacement Only ❑ Other Modification to Assisting System B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of C1 Permit Transfer to New Litt Preview Permit IYtttpber and Date Issued Before Expiration Plumber Owner IV Type of POWTS System: (Check all that a l ) Non - Pressurized In- Ground ❑ Mound > 24 in. of suitable soil ❑ Mound < 24 in. of suitable soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland ❑ Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit Q $e+latini Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber ❑ Drip Line ❑ Gravel -loss Pim ,Q ❑ 0 V. Dispersal/Treatment Area Information: --(CD Design Flow (gpd) Design Soil Application Rate( so Dt rsal Area Required (sf) Dispersal Area Proposed (sn sy Elevation► 7 s7,i� VI. Tank Info Capacity in Total Number Manufacturer Prefab Site Steel Fiber Plastic Gallons Gallons of Units Concrete Constructed GIM New Existing T Tanks Septic or Holding Tank Aerobic Treatment Unit Dosing Chamlxr V11. Res onsibillty Statement- 1, the undersi ed,- mume responsibility for butuAation of the POWTS shown ou the atwebed Plumber' am (Print), Plum is S g re MP/MPRS Number Business lness Ph Number i •� S • S �� Plumber's Addre ss (Street, City, State, Zip Code) ZZ E VIII. County Department Use Onl Approved ❑Disapproved Sanitary Permit Fee (in'ludes Groundwater Dato Issued Ispuin A t Sigwture (No ps) Surcharge Fee) 2�"'" —_. - -.• ❑ Owner Given Reason for Denial m �J� IX, Conditions of Approval/Reasons for Disapproval SYSTEM OWNER:' 1 Se tic tank effluent filter 7d-, ispersal cell must all be serviced / maintained aiD er management plan provided by plumber. 21 etback requirements must be maintained as per app tea a code/ordinances -. Attach omple" Plans (to the county only) for the sysU►ot ea peW not less than 814 x111 laeiise In skte SBD -6398 (R. 01/03) r oI� _ nq y i n � s — � o IK").� � �`� GJ M �o i 3 i o � ,a .........mrte - 1369" Wisconsin Department of Commerce SOIL EVALUATION REPORT P age 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Soil Service Attach complete site plan on paper not less than S'' /: x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Pending Please print all information. Reviewed By Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location LaCasse Development, Inc. Govt. Lot na SE 1/4 SW 114 S 11 T 31 N R 18 . W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 573 Cty Rd " A" 29 1 na River Place City State Zip Code Phone Number City jj Village g Town Nearest Road Hudson WI 1 54016 1 715 381 - 5405 Star Prairie Merill Way New Construction Use: Residential/ Number of bedrooms 4 Code derived design How rate 600 GPD Replacement Public or commercial - Describe: Parent material Outwash Flood plain elevation, if applicable na General comments and recommendations: Convetional system, system elevation 102.90ft trenches spaced and depth to code 3.00ft below grade. M Boring # Boring Pit Ground Surface elev. 105.90 ft. Depth to limiting factor 120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Stricture Consistence Boundary Roots GPD/ftz in, Munsell Qu. Sz. Cont. Color Gr, Sz. Sh. *Eff#1 *Eff#2 1 0-5 10 Y r3/1 none sl 2msbk mfr gw 2c .5 .8 2 5 -12 10yr4/4 none sl 2msbk mfr gw 1c .5 .9 3 12 -25 5yr3/4 none grcos osc mvfr cs na .7 1.6 4 25.429 7.5yr4/4 none grcos osg ml na na .7 1.6 6 A" l S 2 . to Fi-I Boring # _j Boring Pit Ground Surface elev. 105.90 ft. Depth to limiting factor 120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -8 10yr3/1 none sl 2msbk mfr cs 2c .5 .8 2 8 -19 10yr4/4 none sl 2msbk mfr cs 1 c .5 .9 3 19-48 10yr4/4 none grcos osc mvfr cs na .7 1.6 4 25 -1-26 7.5yr4/6 none cos osg ml na na .7 1.2 �r zL * Effluent #1 = BOD 30 < 220 mg /L and TSS >30 < 150 mg/L * Effluent #2 = BOD <30 mg /L and TSS S30 mg/L CST Name (Please Print) / S gnature: CST Number David J. Steel ` + 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 11/5/2003 715- 246 -5085 zr � r 1369 2 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code Steel Soil Service Attach complete site plan on paper not less than 8% x 11 inches in size. Plan must County St. Croix include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. Pending Please print all information, v' ed By Date Personal information you provide may 15.04 (1) (m)). 3 Property Owner Property Location LaCasse Development, Inc. Govt. Lot na SE 1/4 SW 1/4 S 11 T 31 N R 18 W Property Owner's Mailing Address N (",) V U 6 20 Lot # Block # Subd. Name or CSM# 573 Cty Rd " A" 29 1 na River Place City Stat Zip dddCRboXa-t9>l - w City , J Village Town Nearest Road Hudson WI iN - Star Prairie Merill Way New Construction Use: AM Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD { Replacement J Public or commercial - Describe: Parent material Outwash Flood plain elevation, if applicable na General comments and recommendations: Convetional system, system elevation 102.90ft trenches spaced and depth to code 3.00ft below grade. Boring # Boring J Pit Ground Surface elev. 105.90 ft. Depth to limiting factor 120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -5 10yr3/1 none sl 2msbk mfr gw 2c .5 .8 2 5 -12 10 r4/4 none sl 2msbk mfr w 1c .5 .9 Y 9 3 12 -25 5yr3/4 none grcos osc mvfr cs na .7 1.6 4 25 -120 7.5yr4/4 none gr s osg ml na na .7 1.6 r yo u oZ Aid 7Z a Boring # I Boring 0 Pit Ground Surface elev. 105.90 ft. Depth to limiting factor 120 in. Soil Application Rate I Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 "Eff#2 1 0 -8 10yr3/1 none sl 2msbk mfr cs 2c .5 .8 2 8 -19 10yr4/4 none sl 2msbk mfr cs 1c .5 .9 3 19-48 10yr4/4 none grcos osc mvfr cs na .7 1.6 4 25 -120 7.5 r4/6 none os os ml na na .7 1.2 Y c 9 ' Effluent #1 = BOD 30 < 220 mg/L and TSS >30 < 150 mg /L Effluent #2 = BOD < 30 mg /L and TSS S30 mg/L CST Name (Please Print) Signature:" CST Number David J. Steel - j� `� 248956 Address Steel Soil Service Date Evaluation Conducted Telephone Number 1564 CR GG, New Richmond, WI 54017 11/5/2003 715 - 246 -5085 f ' Property Owner LaCasse Development, Inc. Parcel ID # Pending Page 2 of 3 3] Boring # J Boring 16 Pit Ground Surface elev. 100.30 ft. Depth to limiting factor 120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots P in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 1 0 -6 10yr3/1 none sl 2msbk mfr cs 2c .5 .8 2 6 -12 10yr4/4 none sl 2msbk mfr cs 1c .5 .9 3 12 -60 10yr4/4 none grcos osc mvfr cs na .7 1.6 4 60 -120 7.5yr4/6 none ms osg ml na na .7 1.2 F-1 Boring # I Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 F-1 Boring # I Boring �j Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD? 30 < 220 mg /L and TSS >30 < 150 mg/L * Effluent #2 = BOD <30 mg /L and TSS <30 mg /L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. Page 3 of 3 STEEL'S SOIL SERVICE INC. David J. Steel 1564 Cty Rd GG CST - POWTSM LaCasse Development Inc New Richmond,WI 54017 Lie. #248956 SE1 /4,SW1 /4,Si1,T31N,R18W Bus.(715) 246 -6200 Town of Star prairie, St. Croix Co. Fax (715) 246 -9372 River Place, Lot 29 Legend 1" = 40' ♦ = Benchmark Ele. 100.00Ft Top of '' /z" PVC Pipe • = Alt Benchmark Ele. 99.50ft Top of '' /z" PVC Pipe ❑ = Borings Boring Elevations B 1 = 105.90Ft B2 = 105.90Ft B3 = 100.30ft B4 = 00.00ft 6 0� 0 v ,33 (� p 6b , - 3 r Ise h �`- / g 1 , 3 °F�" 9 p x t• 42 .0 t X '944.4 932.8, IP\ r - r -} . jw xv �"'� -�� • ""�. � � ' � $83.5 '>'..� - - l 94 .o r i �..` POWTS OWNER'S MANUAL & MANAGEMENT PLAN Page .11 of FILE INFORMATION SYSTEM SPECIFICATIONS Owner _ _ Septic Tank Capacity a l ❑ NA Permit # Septic Tank Manufacturer s ❑ NA DESIGN PARAMETERS Effluent Filter Manufacturer ❑ NA Number of Bedrooms ❑ NA Effluent Filter Model ❑ NA Number of Public Facility Units NA Pump Tank Capacity a l ANA Estimated flow (average) g al/day Pump Tank Manufacturer O NA Design flow (peak), (Estimated x 1.5) al /da Pump Manufacturer ANA Soil Application Rate , al /da /ft2 Pump Model ONA Standard Influent /Effluent Quality Monthly average' Pretreatment Unit ❑ NA Fats, Oil & Grease (FOG) 530 mg /L ❑ Sand /Gravel Filter ❑ Peat Filter Biochemical Oxygen Demand (BOD 5220 mg /L ❑ NA ❑ Mechanical Aeration ❑ Wetland Total Suspended Solids (TSS) 5150 mg /L ❑ Disinfection ❑ Other: Pretreated Effluent Quality Monthly average Dispersal Cell(s) ❑ NA Biochemical Oxygen Demand (BOD 530 mg /L 02 ln- Ground (gravity) ❑ In- Ground (pressurized) Total Suspended Solids (TSS) 530 mg /L ❑ NA ❑ At -Grade 0 Mound Fecal Coliform (geometric mean) 510 cfu /100MI ❑ Drip -Line ❑ Other: Maximum Effluent Particle Size Y in dia. ❑ NA Other: ❑ NA Other: ❑ NA Other: ❑ NA "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(s) (Maximum 3 years) ❑ NA ear(s) Pump out contents of tank(s) When combined sludge and scum equals one -third (Y of tank volume ❑ NA Inspect dispersal cells) At least once every: ❑ month(s) (Maximum 3 years) ❑ NA @ ear(s) Clean effluent filter At least once every: ❑ month(s) ❑ NA ear(s) Inspect pump, pump controls & alarm At least once every: ❑ month(s) f{} NA ❑ year(s) Flush laterals and pressure test At least once every: El month ❑ year( El s) s) ) ANA Other: At least once every: 13 month(s) _MNA ❑ ear(s) ❑ 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 S12 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) I Page ...2 of START UP AND OPERATION 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 and at -grade soil absorption systems may be reconstructed in place following removal of the biomat at the infiltrative surface. Reconstructions of such systems must comply with the rules in effect at that time. < <WARNING> > SEPTIC, PUMP AND OTHER TREATMENT TANKS MAY CONTAIN LETHAL 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 INSTAL E POWTS MAINTAINER Name Name Phone _ Phone SEPTAGE SERVICING OPERATOR (PUMPER) LOCAL REGULATORY AUTHORITY Name Name Phone Phone This document was drafted in compliance with chapter Comm 83.22(2)(b)(1)(d) &(f) and 83.54(1), (2) & (3), Wisconsin Administrative Code. Wisconsin' Department of Commerce SOIL EVALUATION REPORT Page 1_ of 3 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County St. Croix Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. iDendin Please print all information. �ed Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). • �� 3 Property Owner Property Location LaCasse De velopmen t, Inc Govt. Lot SE 1/4 SW 1/4 S 1 1 T 31 N R 1 l%or) W Property Owner's Mailing Address Lot ft� Block # Subd. Name or CSM# n n 2 � na I River , City State Zip Code Phone Number ❑ City ❑ Village Town ,! Nearest Road Hudson WI 54016 1(7 15) `�` �'' $] New Construction User] Residential /Number of bedrooms 4 Code derived design flow ra ' 60 D ❑ Replacement ❑ Public or commercial - Describe: Parent material n xh n Rh Flood Plain elevation if applicabl _ 7 R• General comments and recommendations: tGE 't"I Z� trenches @ el. 97.20, spaced to code 3.50' belwo grade C5 C ❑ Boring # Boring 1 ® Pit Ground surface elev. 100.00 ft. Depth to limiting factor 120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /f? in. Munsell Qu. Sz. Cont. Color Gr. Sz.Sh. `Eff#1 "Eff#2 2msbk mfr qw 2m .5 .9 29 -12 7 Boring # El Boring ® F pit Ground surface elev. 99.60 ft. Depth to limiting factor 120 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 25-124 7.5 4 6 none cos osq ml na 7 1-2 Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg /L nt #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) Signature CST Number Gar L. Steel 02298 Address �,Ealtlafion Co ducted Telephone Number 1554 200th. Ave., New Richmond, WI. 54017 6 -26 -2001 715- 246 -6200 t l Property Owner LaCasse De V. Inc Parcel ID # pe ng __ Page �_ of 3 _ 3] Boring # ❑ Boring 3 g 91 Pit Ground surface elev. 1 00 . 70 ft. Depth to limiting factor 120 in. Soil T%pplication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-10 1 Ovr-31-3 Insbk Mfr gw 2m .5 .9 _ 1 2msbk mfr 1m .5 .9 2 25-122 4 none s osq ml na na .7 1.2 F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 i Boring Boring # Ground surface elev. ft. Depth to limiting factor in. El Pit Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD /fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 'Eff#2 I Effluent #1 = BOD > 30 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BOD < 30 mg /L and TSS < 30 mg/L The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format, please contact the department at 608 - 266 -3151 or TTY 608 - 264 -8777. SBD -8330 (R.6 /00) STEEL'S SOIL SERVICE Gary L. Steel LaCAsse Dev. Inc: 1554 200th Ave. CSTM2298 New Richmond, WI 54017 MPRSW -3254 sE4SW; s11 T31N - (715) 246 -6200 town of Star Prairie lot #29 -River Place ibis soil evaluation was conducted to satisfy a raving requirement, it may or may not be suitable for your use. The location of the test may or may not be as shown as perm rent lot lines were not established at the time the test was con&wted. N 1-1 " -40' �_ op ofd " tM-;: pipe @ el. 100.00' - top of 1" pvc pipe @ el. 100.10 1� �s� l Usk 5v Gary L. Steel 6 -26 -2001 ST CROIX COUNTY SH IC TANK MAIN`I'LNANCE AQUEMENT A, r, D c)`,`';: i.: I�SlII1' <,'LI I hIC'ATI0N FARM Ov,!rter/Buyer 1_AG43,3.e. Py. Iv1;,iling Address ,:: 73 a,A RA �>J ►_ l'r.pr.rt� Address OT (Verification rcyuucd front Planning Department 1'or new construction) r.;ity /Sww �„��� �, + L._._ fa t Parcel Identification Nurnbor d 3S 1 DE NU� �E 1 operty Location - /, _.A:G , Sec. T N -It_ L - W, Town of .l)dIvision �4 e - .__,_ _ Lot rt Survey Map 11 ( q ___.. `1 Iunle � Page # `Narrwy Deed # (e 3 Yulume �J S , Page # W/ Spec house X yes O no Lot lines identifiable yes 0 no S` S TEM MAINTENANCE Improper use and maintenance of your scjltic• system could result in its premature failure to handle wastes. Proper mamtcr.. c� ,ists of pumping out the septic tank cvcry thrco years or sooner, if rncedcd by a licensod punlpor, What you put ono tlrc sy"tcur ca, atTect tile function of the supl tank as a treatment stage in the waste disposal system, 'fire properry owner agrees to submit to St, Croix Zoning; Department a certificadon form, signed by tho owner and by master �luntber ournt man lumber t •t d l mb e r verifying that l the on-site wastewaterd sy,tcu, plumber, res nc c I u rr or a Itc nsc,l pumpe O P is in proper uprrwing condition. and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I/wc, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards sat fonh, herein, as set by thc'Department of Commerce and the Department ul'Nutural Resources, State of Wisconsin. CertUicatm 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 three y ar expiration date. SIGNATURROP APPLICANT DATE QWNER CERTIFICATION I (we) certify that all statements on this form are tnie to the best of my (our) knowledge.. I (we) am (are) the owncr(s) of the property describ d above, by virtue of a warranty deed rccordr in Register of Deeds Office: �- 1z 1,10 SIuN�� "1'URJ: 1 APPLICAN "1' DATE * *••'• Any information that is mis•rcpresentcd may result in the sanitary permit being revoked by the Zoning Department, •'•••' "* Include with this application: a stamped warranty deed from thr Register of Deeds office a copy of the rcruried survey mop if refarcnco is made in the warranty dead ,S 0 SAY 54" Back si�+fi 0 F � OGI �8 to STATE BAR OF WISCONSIN FORM 2 - 1998 KATHLEEN H. WALSH REGISTER OF DEEDS Document Number WARRANTY DRED ST. CROIX CO., WI This Deed, made between Kevin Patrick Campeau, Jeffrey Allen RECEIVED FOR RECORD Campeau and John Michael Campeau, as tenants in common, Grantor, and 02 -27 -2001 11:00 AM L Chasse Developm Inc., a Wisconsin Corporation, Grantee. ,G tar, consideration, conveys and warrants to Grantee VARRAiITY DEED the following described real estate in St. Croix County, State of Wisconsin (The EXEMPT I er CERT COPY FEE: "Property"): ry "): COPY FEE: TRANSFER FEE: 1290.00 The Northeast Quarter of the Southwest Quarter (NE 1/4 SW 1/4) lying west of the RECORDING FEE: 10.00 Apple River, EXCEPT the west three (3) rods thereof; that part of the Southeast PAGES: 1 Quarter of the Southwest Quarter (SE 1/4 SW 114) lying west of the Apple River and cast 122n Street; and the Northwest Quarter of the Southeast Quarter (NW 1/4 SE 1/4) lying north and west of the Apple River, all in Section 11, Township 31 North, Range 18 West, Town of Star Prairie, St. Croix County, Wisconsin; and Recording Area EXCEPT Lot 1 of Certified Survey Map filed November 3, 2000, in Volume 14 QQ Name and Return Address Page 3988, as Document No. 632964. V re Ir e° t" e. 5 3 a K c (Ps A,)& S� Above described land is subject to an easement for ingress and egress to said Lot N . ( :5 17 1 as described on deed recorded in Volume 1555, Page 37, and subject to all other easements, restrictions and covenants of record. Part of038- 1048 -10 & 038 - 1048 -40 Parcel identification Number (PIN) This is not homestead property. Exceptions to warranties: Subject to all easements, restrictions and covenants of record. VV Dated this -Z�P_ day of February, 2001. � L C�� �L7it.• a^�-J in Ick pe at'John Michael Campeau *Jeoiy Allen en Campeau — AUTHENTICATION ACKNOWLEDGMENT Signature(s) Kevin Patrick CatnQeau, Jeffrey A11 an Canenu and John Michael STATE OF WISCONSIN ) ra SS. County ) a 1 ►dt day of February , 2001. r,.....� 7/] Personally came before me this day of � �1 2001 the above named to me known t0 be the L. tN BAi S P TE BAR OF WISCONSIN person(s) who executed the foregoing instrument and acknowledge A (If I }rt _ ' ° the same. authorized'by § 706.06, Wis. Stats.) Imo• � -�.,. THIS INSTRUMENT WAS DRAFTED BY Hendrik W. Van Dyk ' VAN DYK, O'BOYLE & S1LER, S.C. Notary Public, State of Wisconsin My Commission k permanent. Post Office Box 118, New Richmond, WI 54017 (If not, state expiration date: ) (Signatures may be authenticated or acknowledged. Both are not necessary.) -Names of persons signing in any capacity should be typed or printed below their signatures WARRANTY DEED STATE BAR OF WISCONSIN FORM Na. 2. 1998 INFORMATION PROFESSIONALS COMPANY FOND DU LAC, WI 8068552021 � w W Z W f . t✓ A,� i Q (D 5_� D "" A I W oo AOL.C9ztp.OoG co co r 111 { wi W w I I 4� Z J t� g W ��' W► ®W +I Vim. QQ�i Q �1 N 0 (� Z Oil � Q �~; R `cif i fi 0 a .W1 W N � v,1 r'r ® N et o ® dd F ,$ dd Erj 1 dry ° r c �N z co 11 yr N 218.83' t .. ; ` 200.00 0 p 800°22'5 1 °E 41 RRIVAT"E R ACS E�►SEMENT � w � 39173' ( 210.00' N00°22'S 1 "W 603.73` N J � i I i �� i �U - v �z3 �5 � ____ �� \ �._ "' l � \, ... ........ . .... . .. . ...... ___.. _. . .... _ ........................ . - . . . -- --- ........ _ � — LOCILTON 9K6TG1 i i N EAND tURV2Y1N0INC. RIVER PLACE ... mom LOi i1R2iT , 1 lN.n E:) N Y n(1 OF 4 F Sf`Ir. OF ME i`N. •4 M AM' C)F iNF. I 'HUDiDN. hF .(F'MF FM N R)hNJ C <MOF tHF r,•Ift; JF f511'n kt 1 F4F (1,11 e1MS0e1 fN'flEY.I'KNi1 "1.N NPJ, +:J. +, .Cf�!% ,n.� IAIHRV V. SiXVJJN. R q PMPM 0 FOR: LaCAiii afvmo sw )NQ ; 9EF. aux:t 1 112 M. ROAD A Y k r• , NuoioN. W1 i•i ... ? LOT i L OT 12 h ;� y x= y' N•.sTVr1 e,•» ...... - LOT 23 �, ! ,m,. •war t LIC2ND ` , is�'a son j w w �•� L Mma 4 nuw 1-`i _ k nam ,,.�..,.•.. 1 T. •. �`eAnu,w. »1N..,av 1 D 1 ...,. ,.u; .. ee .....j �.. ^1 �a k/ L071 x 1 .. . .._.....___ ... ..... .. ...__. 111111 �_ 1�- ( LOT 25 � � 4 (e r• p/f no,w � j�;��� - a„oNaa II � ; .� � a � ,� �•4r eaNw.M �� n000,nw,N.•r.•nor, w:.0 ,1 Nara1•rc! a1•a• h -4• •r •..ey � LOT 24 . .. j LOT O t LOT a LOT 27 ooNUNU.NV,... ' D Nw.L i .wmoNw M. t r iBOY >De'W 91141'• LOT 28 J�a ' • µ � «n1.��n � � 1 ' � r � Aauroa.LwM 1 4!YIaJVI.I fiJ l ;:i Tf F'v F•iAnralS , : ✓na ( AA; • 1 MawMlan uNll .. ,.. 1 ... t0 8 iR OXW tG 'iJC JX vM Y S•�WAea / / NN:{i aMN j i LET a wa.# 14—.•a. LOTH t �s�s, LIT n +P.96W / J /� /f \`\ �� `, � �_._C�SSA ........I — �.\ t- �` T �F,� ' l i i f f LOT 90 t a ar r , t ' lYY.f]'1M' 1 P„OM O.N.W M. w ...� •.�4/.n(. iDA/swPnT •. 100• aso N•1wrcv ae.*, :x:Fn ,o•�ro. acm.a n +n •,.e +.•svxn,.mw, SHEET 2 OF 8 loo NOR 22 << Z Jessie Nye Subject: Kim O'Connell - LaCasse / 43054 Location: River Place, Star Prairies Start: Tue 1/13/2004 . 8'f l End: Tue 04 3:00 PM (� Recurrence: (none) I 038 - 1215 -90 -000 11.31.18.1190 30 I �c J 1 i