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Fax Cover Sheet send from: a� Atte io Date: n office location: office loc StaB�� Fax Phone number: 715- 381 -27 Urgmt Reply ASAP ' Please c°m�nt lslease review For your information Total pages, including cover. Comments: y � woo, Notice. This fax, including all attachments. is for the use of the addressee only. It may contain confidential. and /or legally privileged information. Colleen O' Shaughnessy 288 Brandon Drive • P.O. Box 833 Hudson, Wi 54016 (715)377 -1701 Fax: (715)396-6618 August 4, 2004 St. Croix County Zoning Office St_ Croix County Governn=t Center 1101 Carmichael Road Hudson, Wi 54016 -7710 Dear Ms. Zimmerman, I have recently made an offer on the Sunshine KqW Facilities located in New Richmond and would request that I would be gramme a variance to run this needed operation just as the current owners, Michael and Susan Sdzxbor, have for the past 7 -8 years. We will be malting no changes as to the services offered at the facility and the only structural change at this time would be the addition of an area, surrounding the Kennels entrance, having privacy fencing placed around it to allow better comings and goings and to erasure the animals safety. I, as would the current owners, would appreciate a quick response to this request as the sale of the property is contingent upon the variance being obtained by myself as the new owner. I am enclosing a copy of the currere variance that the Scherber's hold at this time as it relates to the kennel business being ran at this address, 1374 Hwy 65, New Richmond, Wisconsin 54017. I am requesting the same variance be applicable to the Kennel facilities only that the name on the variance be changed to reflect the change in ownership, I would appreciate your attention to this mutter as soon as your schedule will allow so as to be able to finish our property/business transaction. Please contact me as to any further paperwork I may need to produce or any questions you may have, at (715) 381 - 2778 or (715) 377 - 1701. I, O'Shaughnessy ST. CROIX COU NTY »r WISCONSIN ZONING OFFICE ST. CROIX COUNTY MVE'RNNME NT C8051 ■�•� 1101 Co Road Hudson, WI 6401 &77 •� �._- (715) 386 -4680 october Steven and Susan Scnerber 1374 Hwy 65 New Richmond, Wisconsin 54017 Re: Hoard of Adjustment Decision File Ref: 63 -96 Dear Mr. and Mrs. Scherber: The St. Croix Cospecia untBo e cgPtion A a dog kennel and y our has application for a approved your application with conditions. Theoenclosed document is the formal decision regarding your app Should you have any questions or concerns, please do not hesitate to call. Sincerely, Thomas C. Nelson i g 2c^ n Ad^:i. ;.s ra ar pe Enclosure Cc: Janice Ball, Richmond Town Clerk FIND2'iO8 COLdCLIISIONB , AliD DSCZ8Y0 of THE ZONING BOARD OF y WUST![EM 8T. CROIX COUSTY, WIBCOUXIN Case: 63 -96 Complete Application Received: July 23, 1996 Hearing Notice Publication: Weeks of 8/5/96 and 0/12/96 Hearing Date: August 22, 1996 FIN DINGS OF FACT Having heard all the testimony, considered the entire record herein, and conducted an on -site inspection, the Board finds the following facts: 1. The applicants are Stevert arid Susan Sc.herber whose address is 1374 Hwy 65, New Richmond, Wisconsin 54017. 2. The applicants on July 23, 1996 filed with the Zoning Office an application for a special exception use for a dog kennel. 3. The applicants are the owners of the property which is the subject of the application which is located in Part of the NEh of the NEh, and Part of the SEh of the NEh of section 27, T30N, R18W, Town of Richmond, St. Croix County, Wisconsin. 4. The subject property is presently used as a residence of the applicants. 5. The property is zoned Ag.- Residential under the current St. Croix County Zoning ordinance. 6. The Town of Richmond supports the application. 7. Zoning Administrator, Tom Nelson indicated this is a special exception request for a dog kennel. He stated that a special exception for a kennel requires a distance of 700 feet from any lot line shared with property upon which a dwelling is located. S. Introduced as Exhibit 1 was an outline of the proposed activities for Sunshine Animal Care Center. Stated activities are 24 -hour around the clock supervision; heated /air conditioned private living quarters with large play areas; generic and specialized care available; pet supplies; fire and smoke detection; sprinkler fire protection; pet "limo" service available; all breeds grooming an d training center; self wash dog 9 Y bathing facility. Includes statement they will be modernizing and remodeling the existing buildings on their property to create a 36 dog run facility. 9. Introduced as Exhibit 2 was a site plan of the property. lo. Intro uce as x i i was a oor plan or e proposed kennel. 11. Introduced as Exhibit 4 was a eSM recorded with the register of deeds, dated June 26, 1996.= 12. Introduced as Exhibit S was a series of six photographs showing the current building and property. 13. Introduced as Exhibit 6 was correspondence dated July 11, 1996 supporting from the Town of pp g the application for a 36 dog kennel. 14. Introduced as Exhibit 7 was correspondence dated August 21, 1995 (sic) from Dr. Brian J. Keller, Countryside Veterinary Clinic stating his support of the kennel. 15. Introduced as Exhibit 8 was correspondence dated August 19, 1996 from Marcy Armstrong, OVM, Armstrong Veterinary Service, stating a need for another animal boarding kennel in the New Richmond area. 16 Susan Scherber testified that they are golden retriever breeders and have been breeding and selling dogs for the last 7 -8 years. They are members of the Golden Retriever Association of the Greater 'Twin Cities. 17. Steven scherber testified that the barn to the property line in any direction would be 700 feet. is. Susan Scherber testified their plans are to have the kennel totally enclosed. There will be no outside runs because they Want to control the temperatures and control the pets and noise. 19_ Steven Scherber testified they will have outside exercise areas. 20. Susan Scherber testified they are hiring licensed dog trainers for obedience training. 21. Steven Scherber testified there will be 35 kennels. CONCLUSIONG Op LAW The Board Concludes that: 1. The Board of Adjustment has authority under sec. 17.70(5)(c)4, St. Croix County Zoning Ordinance, to grant special exception use permits. 2 --- --._. p ®cia `�xc��t"�ii5d "�Cse - permits ` nlay sec. 17.70(7)(d)5, St. Croix County Zoning Ordinance, if the conditions of the decision are not followed. 3. section 17.15(6)(f), St. Croix county Zoning Ordinance, allows kennels as a special exception use in an Ag.- Residential district. on the basis of the above Findings of Fact, Conclusions of Law, and e the record herein, the Board approves the applicant s req for a special exception use for a kennel on the following vote: Chairman J. Bradley Yes T. Filipiak No i. Neumann No N. Golz YeS A. Jensen Yes with the following conditions: 1. This decision expires on October 8, 1997. No construction may begin or continue after this date unless an extension is granted in writing by the Board of Adjustment prior to the expiration date. z. The applicants must complete this project according to the plans submitted and the conditions stated herein. Minor changes in the project must be submitted to and approved in writing by the Zoning Office before the project starts or continues. Major changes must be brought back to the Board of Adjustment for review and approval. 3. The applicants are'responsible for obtaining any other permit or approval required for the project by municipal, town, county or state laws, rules or regulations before starting the project. 4. The applicants must provide written confirmation to the County Zoning Department that all other permits or approvals have been received. 5. The applicants must allow free and unlimited access to the site during construction and operation at any reasonable time to any Zoning Department employee to check for compliance with this decision. 6. The Board of Adjustment may change or revoke this decision if the use becomes detrimental to the public interest. 3 7. The applicants must keep a copy of this decision at the site during construction. 8. Tom Nelson, Zoning Administrator, shall be notified prior to 4 n be inni the project. Call him at (715) 3864680 so that beginning compliance inspections can be made. 9. The applicants must provide proof of insurance to the Zoning Department. 10. The kennel shall be kept in a clean and sanitary condition. 11. The noise from the kennel will be controlled so as not to be a nuisance to the adjoining land owners. 12. Accepting this decision and beginning construction or operation means that the app; icdnts have read, understand, and agree to follow all conditions of this decision. APPEAL B19=8 This decision may be appealed by any person aggrieved by filing an action in certiorari in the circuit court of this County within 30 days after the date of filing shown below. The county assumes no liability for and makes no warranty as to the legality of any construction commenced prior to the expiration of this 30 -day period or the identity of any person who may claim to be aggrieved by this decision. ZONING BOARD OF ADJUSTMENT signed Chairperson At Zoning Administrator Dated: 10/8/96 Filed: 10/8/96 4 � g ��� J $�M E K $ ƒ ƒ 0 t ° « E § � § / ¢ § . E { � (} (A a) § OD - o / \ M 3. { 7 CL : ] § r g } \ g § ! § 7 MO. O E E j K 8 7 Q g§ �� i ■ g / > ± t ' a § \ 8 G -4 0 _ § k a C §§# $ o o ■ g E a a 4 ■ T 2 T T T C n E "m. 7 000 z: " < z . 7 g § ■ ■ ■ 0 a > 0 E J ƒI E2§�2 CL a # \! � §§02; \ CD ; � q � ° 3 § } o a C. k q � § E to m w CL. § k / § F z � � m 1 m 2 \ f \ k k c z % / E § . � % 7 m � W It § z g f � ( � 0 NO � \ , _ 0 9 � � � Wisconsin Department of Commerce PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 479444 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)j. Permit Holder's Name: City Village X Township Parcel Tax No: O'Shau hness , Colleen Richmond, Town of 026- 1078 -20 -000 CST BM Elev: Insp. BM Elev: BM Description: Section/Town /Range/Map No: 27.30.18.408B TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. /Q Septic Benchmark LAJ Z., i , , afl, D Dosing Alt. BM &ft �' 3 1 b 166 ctS Bldg. Sewer 7 1 97, Holding St/Ht Inlet TANK SETBACK INFORMATION St/Ht Outlet TANK TO P/ WELL BLDG. Vent to Air Intake ROAD Dt Inlet Septic / 61 7 166 1 f Dt Bottom Dosing b / � 117 ` i _ Header /Man. 4 /� G Aeration Dist. Pipe 4.5 Holding Bot. System O,$I PUMP /SIPHON INFORMATION Final Grade 'S 35 / /• b�c Manufacturer Demand St Cover G v GPM J GZJ 3 ` �ib dD c T S Model Number / [ h pr G 1 V S `3�" I�--� S 9� TD Lift Friction Loss System Head DH �t P&C;Q Forcemain Len gty Dia. 2 I It Dist. to Well 166 SOIL ABSORPTION SYSTEM BED/TRENCH Width I Length No. OXn PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth 5 DIMENSIONS \� SETBACK SYSTEM TO v P/L JBLDG WELL LAKE /STREAM LEACHING Manufacturer. INFORMATION CHAMBER OR Type O System: / r ` A / UNIT Model Number. a) 1 g 13Z J /66 DISTRIBUTION SYSTEM nA Header /Manifold / Distribution / c1 I I x Hole Sizq�/ t r I C _ x Hole Spacing VejV t�o`^AiirrIntake Z Pipets) 3 ' ` � � 2 • 53 Length 't Dia Lengt Dia l Spacing � SOIL COVER x Pressure Systems Only xx Mound Or At - Grade Systems Only Depth Over i Depth Over xx Depth of xx Seeded /Sod ed xx Mulched Bed/Trench Center / g 1 Bed/Trench Edges \`1 I -�- , Topsoil \ ( �' es L] No s No COMMENTS: (Include code discrepencies persons present, etc.) Inspection #1 _T � #2: Location: 1374 Highway0" 5 New Richmond, WI 54017 (NE 1/4 NE 1/4 27 T30N R18W) NA Lot 1 l i Parcel No: 27.30.18.408B 1.) Alt BM Description = �"'� cc) J 4-^__ c i S 2.) Bldg sewer length = / 35 4,,-, P6 'I A, 5 - amount of cover �� t�0 J�� Plan revision Required? [ Yes o l Use other side for additional information. __ __._. _. —J _ _ _ Date Insepctor's a re Cart. No. .BD -6710 (R.3/97) Safety and Buildings Division County 201 W. Washington Ave., P.O. Box 7162 t i seonsin }vladison, WI 53707 — 7162 Sanitary Permit Number (to be filled in by Co.) Department of Commerce / (b08)266 -3151 �I Sanitary Permit Application RECEI�/ LD. Nu fi�ber I� o mo ta o- es. ,o In accord with Comm 83,2 1, Wis. Adm. Code, personal inform44 provide IX = .S fT'E '� • � may be used for secondary purposes Privacy Law, 15.64 Project A dress (if different than mailing address) L Application Information — Please Print All Information Property Owl errs Name ZONING OFFI D rcel # Lot # Block # Property Owner's Mailing Address Property Location ,01 9 X N15 '/., 4&&Y., Section a City, State Zip Code Phone Number b (� 76 �js pt//OU T N; R V c Eoo II. Type of Building (check all that apply) Z O 1 or 2 Family Dwelling - Number of Bedrooms 7 Ste? C Q tuber ❑ Public/Commercial - Describe Use ❑ State Owned - Describe Use []city_ illage ownship f III. Type of Permit: (Check onl me A. Complete line B if applicable) (7 26 - 12 7-8 F 4 ' ❑ New System C Replacement System ❑ Treatment/Holding Tank Replacement Only ❑ Other Modification to Existing System List Previous Pennit Number and Date Issued B. ❑ Permit Renewal ❑ Permit Revision ❑ Change of ❑ Permit Transfer to New Before Expiration Plumber Owner [O , a tt IV. Type of POWTS System: Check all that apply) X tVI&CAMt Ear = ❑ Non - Pressurized In- Ground Mound > 24 in. of suitable soif 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: k Design Flow (gpd) Design S I Ap lication Rat ds Dispersal Area Required (sfj Dispersal Area Proposed (sf) System Elevation 7 o ors o0 99� as m er Manufacturer Prefab Site Steel Fiber Plastic VI. Tank Info Capacity to Total N u b Gallons Gallons ofUni W I( A� � Concrete Constructed Glass New Existing Tanks Tanks l't� Septic or Holding Tank Aerobic Treatment Unit r Dosing Chamber VII. Responsibility Statement- I, the undersigned, assume responsibility for i tallation of the POWTS shown on the attached plans. Plumber's Name (Print) Plumber' ignature /MPRS Number Business Phone Number Plumber's Address (Street, City, State, Zip Co e) , 0 u VIII. County/Department Use Onl 1� Approved ❑ Disappr �� Sanitary Pennit Fee includes Groundwater Date Issued Issuing Agent Signature ( o Stamps) Surcharge Fee) 11 O e en Reason for al 06 T2� IX. Conditions A proval e I SYSTEM OWNER: � 1 Septic tank, effluent filter and dispersal cell must all be serviced maintained as per management plan provided by plumber, ,U C-O.( a 2. All setback requirements must be maintained / as per applicable code /ordinances. 4) 6 � Attach complete plans (to the County only) for the system on paper not less than 8172 x I inches in size SBD -6398 (R. 01/03) G�Ts i p� Cs �G I UI� A V i� '30 T if ��. �� � Li i � Y �.0 Safety and Buildings 10541 N RANCH ROAD commerce HAYWARD WI 54843 TDD #: (608) 264 -8777 isco www.commerce.wi.gov /sb/ l t i � of Commerce www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary August 01, 2005 CUST ID No. 220357 ATTN: POWTS Inspector BRADY J UTGARD ZONING OFFICE UTGARD PLUMBING & HEATING ST CROIX COUNTY SPIA 110 KELLER AVE N APT 112 1101 CARMICHAEL RD AMERY WI 54001 -1034 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/01/2007 Identification Numbers Transaction ID No. 1160700 SITE: Site ID No. 702288 Colleen O Shaughnessy Please refer to both identification numbers, 1374 Hwy 65 above, in all correspondence with the agency. Town of Richmond, St Croix County NE 1/4, NE 1/4, S27, T3 ON, R18W FOR: Object Type: POWTS Component Manual Regulated Object ID No.: 1031381 Maintenance required; 600 GPD Flow Rate System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.0 1 /01), and Pressure Distribution Component Manual - Version 2.0" SBD- 10706 -P (N.01 /01) The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. No person may engage in or work at plumbing in the state unless licensed to do so by the Department per s.145.06, stats. The following conditions shall be met during construction or installation and prior to occupancy or use: • Pursuant to outlet filter product approval stipulations, maintenance information must be given to the owner of the POWTS explaining that periodic cleaning of the septic tank outlet filter is required. The access opening used to service the filter shall terminate at or above finished grade with a watertight cover. • This system is to be constructed and located in accordance with the approved plans, and the "Mound Component Manual for Private Onsite Wastewater Systems Version 2.0" SBD - 10691- P(N.01 /01). • The pressure network is to be constructed in accordance with publications SBD - 10706- P(NO1 /01) "Pressure Distribution Component Manual for Private Onsite Wastewater Treatment Systems - Version 2.0" and/or the sizing methods of publication "SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/8 1)". A copy of the approved plans, specifications and this letter shall be on -site during construction and open to inspection by authorized representatives of the Department, which may include local inspectors. All permits required by the state or the local municipality shall be obtained prior to commencement of construction /installation/operation. In granting this approval the Division of Safety & Buildings reserves the right to require changes or additions should conditions arise making them necessary for code compliance. As per state stats 101.12(2), nothing in this review shall relieve the designer of the responsibility for designing a safe building, structure, or component. a RRADY J UTGARD Page 2 8/1/2005 Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. The above left addressee shall provide a copy of this letter to the owner and any others who are responsible for the installation, operation or maintenance of the POWTS. Sincerely, Fee Required $ 175.00 Fee Received $ 175.00 Balance Due $ 0.00 Leroy G. J sky, W ewater Sp ialist Integrated Services Bureau WiSMART code: 7633 (715)726 -2544 Voice ljansky @commerce.state.wi.us 4 MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: COLLEEN O SHAVGHNESSY Owner's Name: COLLEEN O SHAVGHNESSY Owner's Address: 1374 HWY 65 NEW RICHOND WI. 54017 715 -246 -2467 Legal Description: NE- NE- S27- T30 -R18W Township: RICHMOND County: ST. CROIX Subdivision Name: NA Lot Number: NA Block Number: N/A Parcel I.D. Number: Plan Transaction No.: 11 6 ® 1 0 0 , Page 1 Index and title Page 2 Data entry P.O.W "T' Page 3 Mound drawings Colld tlonalry Page 4 Lateral and dose tank Page 5 System maintenance specifications O � ED Page 6 Management and contingency plan Page 7 Pump curve and specifications DEPARTMENT Of COMMERCE Pag 8 PLOT PLAN Z ON OF SA"" I AND BUILDINGS Page 9 soil test SEE RRES DENG Designer: BRADY UTGARD License Number: 220357 Date: 07/20 5 Phone Number: 715- 268 -6995 Signature: Designed Pursuant to the Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01/81) Version 3.11 (R. 06/01) Page 1 of 9 Mound and Pressure Distribution Component Design Design Worksheet Site Information (r or c) R Residential or Commercial Design Note: Sand fill (D) calculations assume a 400.00 Estimated Wastewater Flow (gpd) Table 83414 -3 in -situ sal treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) colifonn of - 36 inches. 600.00 Design Flow (gpd) 4.00 Site Slope ( %) 98.72 Contour Line Elevation (ft) 33.00 Depth to Limiting Factor (in) 0.50 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 75.001 Dispersal Cell Length Along Contour (ft) = F 8.00 Cell Width (ft) 1.001 Dispersal Cell Design Loading Rate (gpd /ft 1 Influent Wastewater Quality (1 or 2) Are the laterals the highest int in the distribution Y Pressure Disribution Information network? Enter Y or N (c or e) C Center or End Manifold 4.00 Lateral Spa (ft) N above enter th Pa 9 () a elevation ft 4 Number of Laterals of the highest point. 0.188 Orifice Diameter (in) (e.g. 0.25) 2.50 Estimated Orifice Spacing (ft) = 10.00 ft /orifice 2.00 Forcemain Diameter (in) 140.00 Forcemain.Length (ft) Does the forcemain drain back? Y 88.00 Pump Tank Elevation (ft) Enter Y or N 3.25 System Head (ft) x 1.3 22.84 Forcemain Drainback (gal) 10.97 Vertical Lift (ft) 46.75 5x Void Volume (gal) 4.48 Friction Loss (ft) 69.59 Minimum Dose Volume (gal) 18.70 Total Dynamic Head (ft) 39.32 System Demand (gpm) v Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 H S 1.00 1.50 x 1.25 x X 2.00 x X 1.50 x 3.00 S � 2.00 x 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information 800.00 Total Tank Capacity (gal) 1200.00 Septic Tank Capacity (gal) 35.97 Total Working Liquid Depth (in) WIESER Manufacturer 22.24 gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 800.00 Dose Tank Capacity (gal) JZabel I Filter Manufacturer 22.241 Dose Tank Volume (gal/in) IA100 Filter Model Number WIESER I Manufacturer Project: COLLEEN 0 SHAVGHNESSY Page 2 of 9 - 1 Mound Plan View ... T 1/10 B • .�. J ;l . ; Observation Pipe — K W B ,F ' U I L Mound Component Dimensions Down slope toe extension made. A 8.00 ft E Aft in H 1.00 ft K A20.74 ft B 75.00 ft F in z 8.00 ft L ft D 6.00 in G J 4.74 ft W ft 600.00 (ft Dispersal Cell Area 1 1200.00 (ft') Basal Area Available 8.00 (gpd/ft) Linear Loading Rate 1 7.50 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 100.99 (ft) —� G H I F ;:::' "' 99.72 (ft) Lateral Dispersal Cell 99.22 (ft)- — Invert Dispersal Cell 3 t Elevation E D �. ,{ . +. • i • • A • • ''�.• i._� • 'S • • "i • ��1� 7�7� i�� _ , �' ~ _i 7�_ i�7�ci _ : i < t, �. 7 98.72 (ft) Contour Elevation 4.0 %Site Slope Geotextile Fabric Cover Shading Key $, - Dispersal Cell See lateral details on 10 _ Topsoil Cap •a 1.5 ft • . ...• ...• .... Page 4 for number, size, . f•: (� "�" Subsoil Cap a .; ',:; ' • and spacing of laterals. �� Laterals are uall ASTM C33 Sand Z . qtr F e4 Y Tilled Layer 0.5 ft TYPiI ► sera_ spaced from the ❑5 }� }::: Aggregate a c �:�f:� }' r'; t�• distribution cell's A" ' centerline in the distribution cell (AxB). Project: COLLEEN O SHAVGHNESSY Pa 3 J Page of 9 r Center Connection Lateral Layout Daigram Force main connection via tee or cross to manifold at any point. Laterals are identical I _ P S •= Turn -up wWbal l valve or IE X-- 4IEX12 I x12 ->I Laterals h force main of PVC Sch 40 of ea n out plug per COMM Table 84.30 -5 Holes drilled on the bottom of the lateral. Number of Laterals 4 Orifice Diameter 0.188 in Lateral Diameter 1.25 in Orifice Spacing (X) 2.53 ft Lateral Length (P) 36.69 ft Orifices per Lateral 15 Lateral Spacing (S) 4.00 ft Orifice Density 10.00 ft /orifice Lateral Flow Rate 9.83 gpm Manifold Length 4.00 ft System Flow Rate 39.32 gpm Manifold Diameter 2.00 in Total Dynamic Head 18.70 ft Forcemain Velocity 4.02 ft/sec Dose Tank Information Locking cover with warning label and locking device and sealed watertight Electrical as per NEC 300 and -� Comm 16.28 WAC 4 in. min. Disconnect Tank component is properly vented Aftemate outlet location Forcemain diameter WIESER Manufacturer 2 in. Ca aci 800.00 Gallons �— Volume 22.24 gal /inch A Weep hole or anti - Dimension Inches Gallons B siphon device A 21.84 485.77 C B 2.00 44.48 1 Pump off e levation (ft) C 3.13 69.59 __ 88.75 D 1 9.001 200.16 D Total 35.97 800.00 iF_ Dose tank elevation (ft) 3" Bedding un er tank. �— 88.00 Alarm Manuafacturer LEVEL Alarm Model Number DLV Pump Manufacturer IGOULDS Pump Model Number LIEPO5 Pump Must Deliver 39.32 gpm at — 18 _ 7U ft TDH Project: COLLEEN 0 SHAVGHNESSY Page 4 of 9 Mound System Maintenance and Operation Specifications Service Provider's Name UTGARD PLUMBING Phone 715 - 268 -6995 POWTS Regulator's Name ST. CROIX COUNTY ZONING Phone 715 - 386 -4680 System Flow and Load Parameters Design Flow - Peak 600 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 400 gpd Maximum BOD5 220 mg /L Septic Tank Capacity 1200 gal Maximum TSS 150 mg /L Soil Absorption Component Size 600 ft Maximum FOG 30 mg /L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency cv Septic and Pump Tank Inspect and /or service once every 3 years Effluent Filter Should inspect and clean at least once every 3 years Pump and Controls Test once every 3 years Alarm Should test month) Pressure System Laterals should be flushed and pressure tested every 1.5 years Mound Inspect for ponding and seepage once every 3 years Other Miscellaneous Construction and Materials Standards 1. Observation pipes are slotted and materials conform to Table Comm 84.30 -1, have a watertight cap, and are secured in as shown in the mound component manual. 2. Dispersal cell aggregate conforms to Comm 84.30 (6)(i), Wis. Adm. Code. 3. All gravity and pressure piping materials conform to the requirements in Comm 84, Wis. Adm. Code. 4. Tillage of the basal area is accomplished with a mold board or chisel plow. 5. The mound structure and other disturbed areas will be seeded and mulched to prevent soil erosion and help reduce frost penetration. Lateral Turn -up Detail Finished Grade 6 -8" Diameter Lawn Threaded Cleanout Sprinkler Valve Box Plug or Ball Valve Distribution Lateral Long Sweep 90 or Two 45 Degree Bends Same Diameter as Lateral Project: COLLEEN 0 SHAVGHNESSY Page 5 of 9 Mound System Management Plan Pursuant to Comm 83.54, Wis. Adm. Code General This system shall be operated in accordance with Comm 82-84 Wis. Adm. Code, and shall maintained in accordance with its' component manuals (SBD- 10691 -P (N.01 /01) and SSWMP Publication 9.6 (01/81)] and local or state rules pertaining 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 u the completion of service. An i d porn p earned unsound, defective or subject ect 1 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. Septic Tank The septic tank shall be maintained by an individual certified to service septic tanks under s. 281.48, Stats. 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 fitter is equipped with an alarm, the fitter 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 1/3 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. Pump Tank The pump (dosing) tank shall be inspected at least once every 3 years. All switches, alarms, and pumps shall be tested to verify proper operation. If an effluent fitter is installed within the tank it shall be inspected and serviced as necessary. Mound and Pressure Distdbutlon 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 as protection from freezing. Influent quality into the mound system may not exceed 220 mg/L BOD 150 mg/L TSS, and 30 mg/L FOG for septic tank effluent or 30 mg/L. BOD 30 mg/L TSS, 10 mg/L FOG, and 10 cfu /100 mL for highly treated effluent. Influent flow may not exceed maximum design flaw specified in the permit for this installation. The pressure distribution system is provided with a flushing point at the and 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 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Continuency 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(s) 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 absorption and dispersal media, and related piping, and replacing said components as deemed necessary to bring the system into proper operating condition. See Page 5 of this plan for the name and telephone number of your local POWTS regulator and service provider. Project: COLLEEN O SHAVGHNESSY Page 6 of 9 i PUMPS " l M GOULDS 7 Submersible � Effluent Pump MODEL 3871 EPO4 & EP05 Series APPLICATIONS • Fully submerged in high ■ EP05 Impeller: Thermoplas- ■ Bearings: Upper and lower Specifically designed for the grade turbine oil for tic enclosed design for heavy duty ball bearing following uses: lubrication and efficient improved performance. construction. • Effluent systems heat transfer. ■ Casing and Base: Rugged • Homes Available for automatic and thermoplastic design provides AGENCY LISTING • Farms superior strength and corrosion manual operation. Auto- Canadian Standards Association • Heavy duty sump matic models include resistance. SP' File # LR38549 • Water transfer Mechanical Float Switch ■ Motor Housing: Cast iron • Dewatering assembled and preset at the for efficient heat transfer Goulds Pumps is ISO 9001 Registered. factory, strength, and durability. SPECIFICATIONS ■ Motor Cover: Thermoplastic •Solids handling capability: FEATURES cover with integral handle and float switch attachment points. 3 /Q" maximum. ■ EPO4 Impeller: Thermoplas- � power Cable: Severe duty • Capacities: up to 60 GPM. tic semi -open design with rated oil and water resistant. • Total heads: up to 31 feet. pump out vanes for mechanical • Discharge size: 172" NPT. seal protection. • Mechanical seal: carbon- rotary/ceramic-stationary, BUNA -N elastomers. • Temperature: 104 °F (40°C) continuous o METERS FEET 1 F (60°C) intermittent. • Fasteners: 300 series 10 stainless steel. • 9 30 Capable of running 5 GPM dry without damage to $ z.5 Fr components. 25 o 7 Motor: Lu • EPO4 Single phase: 0.4 HP, 6 20 �._.___._ __. . __ -- _ . _ _ _ Z 115 or 230 V, 60 Hz, 1550 a RPM, built in overload with >_ 5 15 — 1_ -- - -_ -_ automatic reset. J • Single phase: 0.5 HP, 0 3 10 - -+ EPOS 115 115 V or 230V, 60 Hz, 1550 RPM, built in overload with automatic reset. 2 EPO4 • Power cord: 10 foot 5 standard length, 16/3 1 _ _ _ _ i �31� ,3oZ SJTW with three prong grounding plug. 0 p tional20 0 00 10 20 30 40 50 GPM foot length, 16/3 SJTW with three prong grounding plug (standard on EP05). 0 2 4 6 8 10 12 mI /h CAPACITY Goulds Pumps G 2003 Goulds Pumps � �D�✓ Effective July, 2003 ITT Industries 83871 ��JJ CA Q c6 pp- �►����- �� � O j / 7 3� �o r , C Stvt �tU 0 � t� / - INS. �. 2 7of IY,�( ;l �1 1 JS J� RECEIVED , O . JUL 1 9 2005 � Wisconsin Department of Commerce SO EVACUMt1 UKREP T O Page / of 3 Division of Safety and Buildings X ONINGOFFI in accordance with County 5 r.cieoIX Attach complete site plan on paper not less than 8 1/2 z 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. 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 C O L /- O� S 14 v 1 /4 t� C-55 Y GovL Lot N I: 114 t4 E 114 S 'Z '7 T 3 O N R/ g E (or) loj Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# X374 NwY �s - _ City State Zip Code Phone Number ❑ city ❑ Village ® Town Nearest Road lJ EvJ iclGt+l�D�bW I 5 `t (715 ) Z J W'2+67 216+100 tJt::. I H w !os ❑ New Construction Use: ❑ Residential / Number of bedrooms 3 Code derived design flow rate O GPD i7J Replacement ❑ Public or cpmmercial - Describe: Parent materiel �eFS s OV 11 1 Flood Ptafn elevation tf applicable fl. Gam, co Area __ Spot Tested suitablle fo a and recommendations: MoUnd (p O.W.T.S.) system Us nand lS. FTI ❑ Boring Boring # Pit Ground surface elev: '9 Depth to limiting factor � _ in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 l _ 0-1 D D YR 2 f2 - ,r? 2 r m4 r C S v-f •(, .8 2 /0 - Z.S I o YR'¢I3 — i 2. rm 5 b m f r C VJ 2 \-{ • 10 - 59 3 25.33 ) brP, / LvC 5 Y, m Q W I V1 • ib -4 33 - 40 I b {z /4- m3 DY0 I O rn mfr Q O 5Y12 4 /b a Bori ng # ❑ Boring � 1-�7 r Pit Ground surface elev. 9 8. ?Z, ft. Depth to limiting factor ) 7 in. Soil Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Effi1 'Eff#2 IO Pie- ilz - k a r mfr 3V* .'s lb-j Io /3 ;C, LmsbK. 2 YR - rb t -- S A 2 m 6 by, m fr a. vi I ✓f . (e Lo o I 40.9 I o eft 4 sc f x m �-i �- I ✓� H I • Effluent #1 = BOD > 30 < 220 mglt. and TSS >30 < 150 mg& ' Effluent #2 = SOD 30 mg/L and TSS 130 mg1L CST Name (Please Print) _ Signattm (1 CST Number J UL_$t.2 Address 1 / Date Evaluation Conducted Telephone Number Z�12 "I 'Ad1fr S PA , )46, Vw'e{, f MAY to T "- 2-,o CS' Z /S •772 -3?YL Ulbricht & Associates O RI Private Sewage Consultants GINAL 2812 10th Ave. Spring Valley, WI 54767 ii Ply Owner O 3 S N,g U O N N i^E 6Y Parcel 10 # 2 # ng ❑ Borfr'8 P -1 .Bori ® Pit Ground surfaoa elev. q i `+ , b kw&v udw 38 lr, sot Rate Horizon Depth 0arieant Cakw Redox Description Texture Structurs Consistence Boundary Roots GPWR ' in. Munsel Qu. Sz Cord. Color Gr. Sz Sh. 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Sz Sh. *EW 'EIIW I EtlRrent #1 = BOD > 30 < 220 rnWL and TSS >30 S 150 mg4- • Efiuent #2 = BOO, < 30 mg/1. and TSS S 30 rnWL The Department of Commerce ;ommerce is an equal opportunity service provider and employer. If yon need assistance to access Services or need material in an alternate format, please contact the department at 608-266-3151 or TTY 608- 2648777. see- woaaroo) • • P • = BoR11 lT -6 c:A L- ® = g �►�Ft MF�RK l 'r a 30' W P Bul � = ID2.69 3d S F'v4E2 To rx rr b , f} PPRoK. if 15 alAaAW F3 Lo W ORI VP = q-7.pg 30' r3LA L-nw L-r DR►�F Y ewep- Exrrs E� ISr1taE+j (� �l - rgNK c> R1Y 2. go' J a -�- ��Z „ pVL - = l 00.00 q0 •�� r F31 - gg s v czrc s-r 0 M OUn's0 (� c o� -rovR �o (3M z = q 9•ot, y Pv c. • A 5OVTH•, "P2OPlr2"t'y- MINE a N � � RECEIVE[ ", ,,JUL. 19 2005 q Wisconsin Department of Commerce SO EVp►LUMCfMMEP Cr O Page / of 3 Division of Safety and Buildings ZONING OFFICE in accordance with County S T-. e g r )c Attach complete site plan on paper not less than 81/2 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. — Q 7 — Gv — Oct L) Please print all Information. Re ' 1b D ate / M Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). ^� ' l/ �^-' Q 5 Property Owner Property Location C 0 L L 9_� D S y A L I t7 1-1,4 —65 Govt. Lot N E: 1/4 [4 F 1/4 S O N R/ fa E (or) f4j Property Owner's Mailing Address Lot # Block # Subd. Name M# 13 - 74 NwY co o City State Zip Code Phone Number ❑ City ❑ Village El Town Nearest Road N VtA) 1�IGfF1uI0�b 59.0 t7 is )ZY 216+Ir/1 rJn HwY !o ❑ New Construction Use: ❑ Residential / Number of bedrooms Code derived design flow rate O GPD Replacement ❑Public or mmerclal - Describe: Parerrt material 101=5 s OV � / �� Flood Plain elevation if applicable General comments Area Spot Tested suitable for 8 and recommendations: mound (P.OAT.S.) system using ( r�.. tl and flu. a Boring # [] Boring ® Pit Ground surface elev. 98.72- ft. Depth to limiting factor 3 in. Sail A40ication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Efr#1 I - Eff#2 i 0 -1 D v YR 2 12 - ,r? Z r m4r c s , b 8 2 /0 - 2 5 {OY01 -3 S / 2- m5bK m fl C VJ 2%W 8 3 25.33 I t rp, '/4 s l L \jC_ -5 by, M -r a W I f '(0 /-0 4 3 3-40 Ib (t` /4 m3ep j ore" SC O rn Mf1 - - © o SYt2 4 /b / J Bamg # Boring 1 2 — ii Pit Ground surface elev. 98- ft. Depth to limiting factor )' / in. Sotl 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 I 15- 1 b I C) pa X/z - IL ;45y mfr - to . $ z lb-2$ ►0 yR +/3 S ic , / 2-n-61 0r- M C w 2%4 .4t- 3 26 W YR `17/4 — s A 2 m s by, m 4-r o. w 14 t 1,0 1 401 170_ 4 sc 1 f sb x r» 4-i Effluent #1= BOD > 30 < 220 mg& and TSS >30 < 150 mg& • Effluent 42 = BOD < 30 tnglL and TSS < 30 mg/L CST Name (Please Print) _ _ Signature CST Number 3e,414Y ULBatcH Adds Date Evaluation Conducted Telephone Number Z�IZ I � " �Jfs S Pi'1.►^�6, U��t_EY� ! M 'q,f brr was" - 7 /S - 772- Ulbricht & Associates Private Sewage Consultants ` 0 2812 10th Ave. Spring Valley, WI 54767 J I I Property Owner o S H,q u 4 N N Y Parcel iD # Page 2 of 5 C] Boring F-31 -Bo*V # t]o Pit Gmud sutace etev. q I + ft. DepthtolinibVtoor 38 in. soy AppkWon Rate Horizon Depth DorrirmtColor Redox Desaiplion Texture Structue Consistence Boundary Roofs GPM in. Munsell Ou. Sz. Cent Color Gr. Sz- Sh. *EM •EW i o -,Z 1nV2ZY2 2mci mfr C s ?a g 2 .3 0 yK - Sir-1 2TS K YO -f - ; OL W ✓-f 4 3 ) 46 1 d YP- /4 - S 1 5 b M -Fr G 5 L �f to i• O 9 (0`1' b YYi 5 S I 2 5 b K• m F � # ❑ Bs F-1 Pit Ground surface elov. ft Depth lo limiting factor in Sal Applicalion Rate Haiaat Depth Dominant Color Redox Desa#tion Textue Structure Coerce Boundary Roots GPM in Mures OLL Sz. Cont Color Gr. Sz. Sh. •EI!#1 'EM F-1 ❑ Sonns Cl Pit C41" surface elev. ft Depth fp irrr�rg factor in Sol Applicedon Rate Horizon Depth Dam Color Redox Description. Tesare Structure Consistence Boundary Roots` Gtr in. Mansell Qu. Sz. Cont. Color tar. Sz. Sh. 'Eff#1 'Efm i a # ❑ Pit Ground stay, ft Depth to tac6or i<, scat Application Rate Hon mn Depth Donrarwm CO&N Red= Desa"on. Ted" Structure Camistence Bou Roots C~ in. Muned Qu. Sz. Coa Cola Gr. S&z Sh. 'lam 1 • Effluent #1 = BOD 2 < 220 mgR and TSS 2 _< 150 ffV& • Effluent #2 = BOD 130 PC& and TSS 130 mg►L - Me Department of Comm=e is an equal opportunity service provider and employer. If you need assistance to access services al ` need material in an alternate fonnat, please contact the deparhnent at 608 - 266-3151 or TTY 608- 264 -8777. j�''SHAV�T14^i 55� IDA6iF 3oF3 • = Q©P. INUf 4,tA t.E ® = t31914C-FtMARK I �C r►?ot.1t2 WELL Str S2 To 'FX rr b , ifs' gEL.ouJ 1 -}o vs� ORIVF : q 3 WA Y gui L-nuv Lr pR► JE r ' CIS Exi 38, u 3, Ex isrt,ac� f 1 - rgNK ( r y q.4.,t EXIj � RY 2 cio, w e w t \ /z" pvC- = too .00 9g M o vNO � `mo �o F3M z — q 9•oc� 1y2 Pvc • F3 2 q8.-7 / IS Igo `�O ?tt P j2oP1rr2T y- i--1 N KS L i o i FILED CROix Z JUN 2 6 1996 ® 8 VEY KATHLEEN H. WALSH Re -1ister of Deeds 9 545920 CERTIFIED SURVEY MAP � SL Croix Co va ti o Located in Part of the Northeast Quarter of the Northeast Quarter and part of the Southeast Quar of the Northeast Quarter, all in Section 27, Township 30 North, Range 18 West, Town of Richmond, St. Croix County, Wisconsin N 89'28'32 NORTHEAST CORNER " E 2657.82' — .. — .. . —r�— SEC. 27, T. 30N, ��N1/4 CORNER SEC. 27, T. 30N, R. 18W N F SECTION 27 \\� \\� R from t es NORTH LINE 0 I � ( ) (Set 1" iron pipe from ties) � W/ Prepared for and at the request of: a � Q & OWNER: 6 j �� L'O Richard & Judith Ferguson 04 yN UNPLATTED LANDS o Q 1381 Highway 65 — � !� DOUGLAS J. � New Richmond, WI 54017 I i co ZAHLER % Drafted by: Kristi A. Eylandt * .HUDSON N 89'38'12" E 413.00' S - 2145 - - -__ i 333.00' — 80.00' � �� �, WtS. O Q► Zo La co I 'y0 • L O T 1 n Z - SUFN VOLUME - ---_ -- PAGE -- 100' I N w 0—I z Ld TOTAL I � 228, 090 SO. FT. � Y I � •d i I 5.24 ACRES SEA EXCLUD /NG R.O. if! °c = m 194,229 SO. FT. 2 L I o o 0)q 4.49 ACRES _ z z N — — — — ?— — �.L.� — I � — N tN 2tSHEp;a :SHED o N I \ I 0 VOLUME 413, PAGE 540 r o u N 001 N I �� OI SILO CD WI 33' w g ...................... � Lli UJ —.. �I.. — —. —.. T.. —.. —.. I OI �i N BARN;::.!';`:;::. (V I N I i U J o I I gi a_1 b o I b N 0I zl O HOUSE 1:; :: Lo I p .- I ZI �I Z b I I �I -� ° J SHED......... $::.z \ (n I I M ....................... r i I 00 I IN in I I 1I� Q 3 d- 2 3 1 k _ ; 00 I � �o I I , APPROVED ��>1 Q SD I_ N h O n I I I I N o=1 JUN 2 o I I — 100'— Z I ~ 348.00' -- — _ _65.00' (� I ST. CROIX COUNTY - -- S 89'38'17' W 413.00" _. G_omprahonsiv*Plaill Zoning and Parks Committee UNPLATTED LANDS � If not recorded BEARINGS ARE REFERENCED TO THE NORTH LINE OF THE _ within 30 days 01 LO NE 1/4 OF SECTION 27 TOWNSHIP 30 N., RANGE 18. W. EAST LINE OF ° I , apprOVatt{at! WHICH IS ASSUMED TO BEAR N 89'28'32 "E SECTION 27 T i I a vai "be Legend: I & void EAST 1/4 CORNER / County Section Corner Monument SEC. 27, -T. 30N, f�18W �/ of Record (found PK nail) k . • Set 1" x 24" Iron Pipe weighing a minimum of 1.13 pounds per linear foot. 170 2?0 JOB # 96034 1 Vr GRAPHIC SCALE A & E LAND SURVEYING Scale in Feet: t inch a too feet PHONE # (715) 246 -4319 P.O. BOX 325 NOTE: The parcel shown on this map is subject to State, County and Township 109 EAST 3RD STREET laws rules and regulations i. wetlands, mi i 9 ( e e ands, n mum lot size, access to parcel, NEW RICHMOND, WI 54017 etc.). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office and the appropriate Town Board for advice. VOLUME 11 PAGE 3116 Aug 19 05 12:28p• L.ISR RNN KROLL 715 -246 -2444 p.1 , ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP C1,RTIFICATIO IC7- &4 �Nll _ Owner/Buyer ra uafw Mailing Address _ 83 3 Property Addt ess ' TOUR / (Verification required from nning Department for new construction) City /State n� Parcel Identification Number D Z� — / 0 2v — 00o LEGAL DESCRIPTION r Property Location s °!., %, Sec_ T�' R�W, Town of Subdivision Lot # Certified Survey Map # 0 volume _ Page # Warranty Deed # Volume Page #� Spec house 0 yes )(nto Lot liues identifiablexyes d no SYSTEM 11ZAll�T7;NANCE Improper use and maiatenanceof your septic Vuem c in its premature •fadore to handle*nstes. Proper maiateniu ce consists of pwbPing oat Ehe septic taaTc every truce yews our smw,,if needed by a licensedpumprit. What you put into the system can affect the fnuctlon ofthe septic tanl[ as a treatment stage is the waste disposal system. The propertyowner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterpluenber, joumaymanplumber, restxictodphmaber or a Hcensedpttrrrper verdyiag that (1) the oa -site wastewaterdisposal system, is in Proper operating condition andlor (2) after inspection and pumping (ifnecessary), the septic tank is less than 113 full of sludge. I!En a undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards s herein, as set by the: Department of Commerce and the Department of Natural Resources, State of Wisconsin CerfflMtioa that your septic system has be= maintained must be ccrospteted and retained to the St. Croix County Zoning Office within 30 of three year expiration date. ATURE OF APPLICANT DA TATURE R CER'T KCAT'ION (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owner(s) of err d above, by virtue of a warranty deed recorded in Register of Deeds Office. o OF APPLICANT DATE " «` *• Any information that is mis- represented may result in the sanitary permit being revoked by the, Zoning Department. • « Include with this application_ a stamped warranty deed from the Register of Deeds office a copy of the certified survey map if reference is made in the warranty deed r U 2696P 910 773101 is STATE BAR OF WISCONSIN FORM 2 - 1999 KATHLEEN H. WALSH Document Number WARRANTY DEED ST. CIX CO. ,, WI RECEIVED FOR RECORD This Deed, trade between Steven J. Scherber and Susan M. Scherber, husband and wife Grantor, 08/31/2004 09:45A1! and Colleen O'Shaughnessy and Kathleen O'Shaughnessv, as WARRANTY DEED Joint tenants Grantee. EXEIPT # Grantor, for a valuable consideration, conveys and warrants to Grantee REC FEE: 11.00 the following described real estate in St. Croix County, State of Wisconsin TRAITS FEE: 987.00 (if more space is needed, please attach addendum): COPY FEE: Part of the NE lbof NE '/sand Part of the SE 1 /.of NE '/4, Section 27, CC FEE: 1 Township 30 North, a 18 West, St. Croix County, Wisconsin described as follo t f Certified Survey Map filed June 26, 1996 in Vol. 11, Pag 31 , . No. 545920. Recording Area Name and Return Address if �- (2-6 026- 1078-20 -000 Parcel Identification Number (PIN) This is homestead property (is) (is not) Exceptions to warranties: Easements, restrictions and rights -of -way of record, if any. Dated this 27th day of August 2004 * * Seven cherber * * an M. Scherber AUTIfNTICATION ACKNOWLEDGMENT Signature(s) STATE OF Wi sconsin ) St. Croix County ) authenticated this _ day of Personally came before me this 27th day of August , 2004 the above named Steven J. Scherber and Susa M. Scherber, husband and wife TITLE: MEMBER STATE BAR OF WI 4 (If not, 2' to me known to be the person(s) who executed the foregoing authorized by § 706.06, Wis. Stat instrument and acknowledged the same. V/ Z) � VIRGN�M1lR THIS INSTRUMENT WAS Attorney Kristina Ogland — J'J� * _ Virginia R Gartman H WI 5_4 C Notary Public, State of Wisconsin _- 11 \�.1 My Commission is permanent. (If not, state expiration date: (Signatures may be authenticated or acknowledged. Both are not necessary.) —_ .Tangl k 20, 2048 _ — •) * Names of persons signing in any capacity must be typed or printed below their signature. Information Professionals Co., Fond du Lac, WI STATE BAR OF WISCONSIN 800 -655 -2021 WARRANTY DEED FORM No. 2 -1999 SURVEYOR'S CERTIFICATE I, Douglas J. Zahler, Registered Wisconsin Land Surveyor, hereby certify that by the direction of Richard and Judith Ferguson, I have surveyed, mapped and described a parcel of land located in part of the Northeast Quarter of the Northeast Quarter and part of the Southeast Quarter of the Northeast Quarter, all in Section 27, Township 30 North, Range 18 West, Town of Richmond, St. Croix County, Wisconsin; described as follows: Commencing at the East Quarter corner of said Section 27; thence, along the east line of said Northeast Quarter, North 00 degrees 12 minutes 17 seconds West a distance of 1051.31 feet to the point of beginning; thence South 89 degrees 38 minutes 12 seconds West a distance of 413.00 feet; thence, in part along the west line of Deed Volume 694, page 441 and Deed Volume 413, page 540 as both are recorded in the office of the St. Croix County Register of Deeds, North 00 degrees 12 minutes 17 seconds West a distance of 552.28 feet; thence, along the north line of said volume 694, page 441, North 89 degrees 38 minutes 12 seconds East a distance of 413.00 feet to said east line of the Northeast Quarter; thence along last said line, South 00 degrees 12 minutes 17 seconds East a distance of 552.28 feet to the point of beginning. Containing 228,091 square feet (5.24 acres). Subject to right -of -way of State Trunk Highway "65" and subject to all other easements, restrictions and covenants of record. I also certify that this Certified Survey Map is a correct representation to scale of the exterior boundaries surveyed and described; that I have fully complied with the provisions of Chapter 236.34 of the Wisconsin State Statutes and the Land Subdivision ordinance of the County of St. C 'x in s71 eng and mapping same. ------ - - - - -- Douglas J.r Date Re gistered Wisconsin Land Surveyor No. 2145 R Gl A & E Land Surveying ��// DOUGLAS J. CO ZAHLER s * S -2145 �C HUDSON, S LO 4 vmum 11 PAGE 3116 X 1 C FQLMI) Z JUN 2 6 1996 ► KATHLEEN H. N /ALSIJ "�•% Fit ^E_t_r Gf [k+edg 545920 CERTIFIED SURVEY MAP 0 Located in Part of the Northeast Quarter of the Northeast Quarter and part of the Southeast Quar e of the Northeast Quarter, all in Section 27, Township 30 North, Range 18 West, Town of Richmond, St. Croix County, Wisconsin — — — — N 89'28'37' E x_82' — — — i NORTHEAST CORNER �\ SEC. 27, T. 30N, - - - -NI/4 CORNER SEC. 27, R. 18 W. T. 30N, R. 18W t NORTH LINE OF SECTION 27 1 � (from ties) (Set 1" iron pipe from ties) Prepared for and at the request of: 00 `i 41' Richard de Judith Ferguson N I Cry UNPLATTED 1381 Highway 5 ---- -- - !ANDS o J. New Richmond, WI 54017 I i E 's Drafted by: Kristi A. Eylandt I i N 89'38' 12" E 413.00' - - - - _ , 333.00' - 80.00' � OQ O T ! J . VOLUME 694, PAGE 441 o w O' --------- --' - -- i -- 100' —_{ N � z w I 717Ti1L AREA 22B, 090 S0. /T I3 5.24 ACRES 3 2,C I iv 1 I I AREA ta'CL!/61/AV RO_!V 1�a x m �. 194, 22B SQ. FT ° o 00c 4.46 ACRES A = v ' z z i I I I ll I I 1 1 m 1 C� N SHED C-4 f f v VOLUME 413, PAGE 540 SHED r °o I I \ I QI 2� N I Z ¢I SILO 0 c� o I zl JI 3 = w 33' W I �I W 1 9ARN N ( I w l CD I g N I 1 ZI SHED a SLPTIC M w tk a r a � a, _ _ 3 I I APPROVED L.J C) c� o g cVoc, i 1 �� N 11 1 V) re) I I t-,i �q� A( BIN fin. JUN L 6 1. ' 100 • z �r I •\ I -- 348.00' --- � ' i - 65.00 (' ST. CIR01X COUNTY - - S 89'38' 1 T W 413.00" - � 0,ornpr*hsnsiv* F%wu* Zonirp and UNPLATTED -LANDS I j Parks Coww"KILN if not recosdd BEARINGS ARE REFERENCED TO THE NORTH LINE OF THE within 30 digs of NE 1/4 OF SECTION 27 TOWNSHIP 30 N., RANGE 18 W. a EAST LINE OF . } aipprovii$alls WHICH IS ASSUMED TO BEAR N 89'28'32 "E SECTION 27 r r val aAadbs r j 1 a void EAST 1/4 CORNER County Section Corner Monument SEC. 27, T. 30N, R.18W ���� of Record (found PK nail) N T! • Set 1" x 24" Iron Pipe weighing a minimum of 1.13 pounds per linear foot. 4 100 2Qo JOB # 96034 GRAPHIC SCALE A & E LAND SURVEYING scale in Feet: t Inch - IGO feet PHONE # (715) 246 -4319 P.O. BOX 325 NOTE: The parcel shown on this map is subject to State, County and Township 109 EAST 3RD STREET laws• rules and regulations ( i.e. wetlands, minimum lot size, access to parcel, NEW RICHMOND, Wi 54017 etc.). Before purchasing or developing any parcel, contact the St. Croix County Zoning Office and the appropriate Town Board for advice. VOLUME 11 PAGE 3116 - -- n fA O 3 V n d _1 - O CD Z Z . W �4Vj FBI C CL O N � n O 00 "l 1 A fD _ K O. � � O r• �✓ to O I �o — v? z m ID a D m CL CD CD w d IW V O A / N O O N N M v OOOz °.: No m Z o y Q Q 0 0 s %3 eo y ,. 3 W Ol 'O O 0) o _ 0 7 L .. CL ." � P W 4l G I o D D o I O � Er a � A CD O CD O 3 (D N -I (A � co A i n cn 61 W A z O N O 3 C „ .. z --I N M O V -' z I a� ,p z M OD CD A i A N C d ry I N c o a CD I y I I I a 4 V A N p A O lv (D O p 0 ti t.y CD O L ti