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038-1149-32-100
Wisconsin Department of Commerce . PRIVATE SEWAGE SYSTEM County: St. Croix Safety and Building Division INSPECTION REPORT Sanitary Permit No: 479439 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: Lan e, Joe I Star Prairie, Town of 038 - 1149 -32 -100 CST BM Elev: Insp. BM Elev: BM Description: Sectionrrown /Range/Map No: _62, 17.31.18.662 TANK INFORMATION ELEVATION DATA TYPE MANUFACTURER CAPACITY STATION BS HI FS ELEV. Septic /w U Benchmark Z , Dosing G Alt. BM d , ` / 3 3 7 - Ivr Aeration Bldg. Sewer w ✓Y18✓ w - 30 . 3 L1+- �•9g �9 Holding U t Inlet TANK SETBACK INFORMATION St/Ht Outlet 3 TANK TO P/L WEL , BLDG. Vent to Air Intake ROAD Dt Inlet 3 4 �� • ' 3 Septic i i Dt B� Dosing i #11 eader Man. / S ,i 2 9 "T 7. 3 Aeration Dist. Pie Holding Bot. System t,3 Final Grade PUMP /SIPHON INFORMATION w6[. /j 0, Manufacturer GPM Dema St Cover c� 3 Model Number / �7. I � lih � 3 <9 TDH Lift , �� Friction Loss System Head TDH Ft � d PY �y A10 r*L Fc a Le�rgth Pia. Z „ Dist. to We (I/ 1 G / SOILL ABSORPTION SYSTEM BEDITRENCH Width , Length No. Of Trenches PIT DIMENSIONS No. Of Pits Inside Dia. Liquid Depth DIMENSIONS SETBACK SYSTEM TO J " P/ BLDG WELL LAKE /STREAM LEACHING Manufacturer. INFORMATION CHAMBER OR Type f ystem: Jv 7 25' ol ` � N� Model Number. l DISTRIBUTION SYSTEM lM -f W Header/ anifold Distribution 1� x Hole ize x Hole Spacing V� Air Intake Pipes) a 7 &-•� 1 �A l� �Z• Length Dia Length (J Dia •S Spacing 3 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 �L _ Bed/Trench Edges Topsoil Yes �J No Yes o COMMENTS (Include code discrepencies, persons present, etc.) Inspection #1:/ 3 Inspection #2: t� Location: 930 Brave Drive Somerset, WI 54025 (SE 1/4 NE 1/4 17 T31 R18W) Wi m Sh res Blk F Lo o:18.662 1.) Alt BM Description 2.) Bldg sewer length = G7 �t5 3 It/ - amount of coy v�e�r = Plan revision Required? [ Yes Use other side for additional information. i Date Insepctor s Si nature Cert. No. SBD -6710 (R.3/97) �---� Safety and Buildin iyJ! N cans�n County 201 W. Washington Ave., P. 1 '' ` Madison, WI 53707 - 71 Sanitary Ptumit om er (to be tilled in by Co.) Irs Department of Commerce (608) 266 -3151 F\ �I Sanitary Permit ApplieatioII State Plan LD. Number / , In accord with Comm 83.21, Wis. Adm. Code, personal information you ide % I/ % t0 �t!/ y i maybe used for secondary purposes Privacy Law, s15.04(1 )(m) Oct Address (ifdiffoutt than mailing address) I. Application Information - Please Print All Information 01- �� S a Property wner's Name . CR col # ( , # Block # Property wner's Mailing Address /C Pr on Y�, ,1�(G!L' / +. section City, State Zip Code Phone Number ��/ (circle ) ' 7 T&/N; Ra CW 11. Type of wilding (check all that apply) 7K Su i� bdi vision Natnc C m r Q� 1 or 2 Family Dwelling - Number of Bedrooms _ l j ❑ Public /Commercial- Describe Use 4 , ❑ State Owned - Describe Use ❑Ci lagoyTowlftship of III. Type of Permit: (Check only one box on IiA A. Complete line B if applicable) A. R New System ❑ Replacement 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 Syst em: Check all that appl ❑ Non - Pressurized In- Ground ❑ Mound ? 24 in. of suitable soil Mound <24 in, of auitablo soil ❑ At -Grade ❑ Single Pass Sand Filter ❑ Constructed Wetland Q Pressurized In- Ground ❑ Holding Tank ❑ Peat Filter ❑ Aerobic Treatment Unit ❑ Recirculating Sand Filter ❑ Recirculating Synthetic Media Filter ❑ Leaching Chamber Q Drip Line ❑ Gravel -less Pipe ❑ Other (explain) V. Dis ersaVfreatment Area Information: Design Flow (gpd) Designs' it Applicat n Rate(gpdst) Disper l Area Requp�dO ispersul Area Proposed (s System Elevation VI. Tank Info Capacity i Total Number Manuftu:turor Prefab site Steel Fiber, Plastic Gallons Gallons of Units Concrete Conslructed Mass ' Now Existing 7 ank8 Teuks ' Septic or Holdatg Tank Aerobia Treaunent Unit i Dosing Chsmt l rv, Vll. Responsibility Statement- I, the undersigned, ass respoosibitity for installation of the POWTS shown on the attached pons 1 , Plum is ( 'nt) Plumber' Si MP/MPRS Number Business Phone Number t 215 - 25 - � Plumber'§ Address (Street, City State, Zip Code) VII . Coun /De artment Use Onl Approval ❑ Disapproved Sanitary Permit Fog jincludes Groundwater Surcharge Foe) CF p ❑ Owner Given Reason for Denial IX. Conditions of Approval/Reasons for Disapproval nigpTicia��nl' EM OWER: C5) CIX4A41Y , e ffluent filter and " �l 4" ispersal cell must all be serviced / maintaine & as per management plan provided by plumber. 2. All setback requirements must be maintained as per applicable code /ordinances. `T- ell Attach complain plans (to the County only ) tar tb l e system ou paper not ,Bl c4 inslao _ ;Z SBD -6398 (R. 01/03) � 40 �� �� Debbie Zimmerman From: Debbie Zimmerman Sent: Tuesday, January 13, 2004 2:24 PM To: Judy Olson Cc: Steven Fisher Subject: closed session Judy - Here is what happened at the closed session: Motion by Burri, seconded by Anderson and carried to reconvene into open session pursuant to Wis. Stats. Section 19.85 (2). Motion by Jensen, seconded by Anderson and carried that Section 17.27(3)(a)3 of the St. Croix County Zoning Ordinance will not be enforceable in the Wigwam Shores Subdivision in the Town of Star Prairie. If you have any questions, let me know. Thanks, Judy. Deb Computer #: 038 - 1149 -32 -100 Parcel #: 17.31.18.662 Municipality: Star Prairie, Town of Address: Somerset, WI 54025 0112012004 Unknown, Unknown Rod Eslinger NONCONFORMING LOT: Must have 80 feet at the building line and 80 feet at the waterline, shoreland setbacks must be met (75 feet from the OHWM). Lot is approximately .51 acs (22375 sq. feet), Refer to 17.31.18.642 for the history of the property. I, f.- �,�__ .... - -�,�,'> is �.....___ ✓'ydl da se i "_ �t �ar5 �_ � • . i I Safety and Buildings 10541 N RANCH ROAD cemmerce.wi.gov HAYWARD WI 54843 TDD #: (608) 264 -8777 isconsin www.commerce.wi.gov /sb/ 4 tDDepartrnerrt of Commerce www.wisconsin.gov Jim Doyle, Governor Mary P. Burke, Secretary August 23, 2005 CUST ID No. 224263 ATTN: POWTS Inspector KIM A O CONNELL ZONING OFFICE K.O. CONSTRUCTION ST CROIX COUNTY SPIA 504 3RD AVE 1101 CARMICHAEL RD OSCEOLA WI 54020 HUDSON WI 54016 CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 08/23/2007 Identification Numbers Transaction ID No. 1160647 SITE: Site ID No. 7 02284 Joe Lang Please refer to both identification numbers, Town of Star Prairie, St Croix County above; m all corre ondence with the Agency. . SW 1/4, NE 1/4, S 17, T3 IN, R18 W FOR: Object Type: POWTS Component Manua) Regulated Object ID No.: 1031348 Maintenance required; 300 GPD Flow Rate System(s): Mound Component Manual - Version 2.0, SBD- 10691 -P (N.01 /O1), 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, Wis. 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.O1 /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 (01/81)" 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. Inquiries concerning this correspondence may be made to me at the telephone number listed below, or at the address on this letterhead. KIM A O CONNELL Page 2 8/23/2005 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. s S ec alist Integrated Services Bureau WiSMART code: 7633 (715)726 -2544 Office Ijansky@commerce.state.wi.us i I I MOUND AND PRESSURE DISTRIBUTION COMPONENT DESIGN Residential Application INDEX AND TITLE PAGE Project Name: JOE LANG Owner's Name: JOE LANG Owner's Address: 1992 NIGHT HAWK SOMERSET WI 54025 Legal Description: SW-- NE-- SEC17 --T31 N - -R1 8W Township: STAR PRAIRIE County: ST CROIX Subdivision Name: PLAT OF WIGWAM SHORES Lot Number: 3 Block Number: Parcel I.D. Number: Plan Transaction No.: 1160647 , Pagel Index and title P.O.W.T.S. Page 2 Data entry CC1nditiona -1jy Page 3 Mound drawings Page 4 Lateral and dose tank APPROVED Page 5 System maintenance specifications DEPARTMENT OF COMMERCE Page 6 Management and contingency plan DI ISION OF SAFETY AND BUILDINGS page 7 Pump curve and specifications Page 8 Plot plan SEE RR S DEN Designer: KIM A OCONNEL License Number: 224263 Date: 08/18/05/ 715-755-3145 Phone Number: 715 -755 -3145 Signature: RECEIVED Designed Pursuant to the AUG 2 3 Y005 Mound Component Manual for POWTS Version 2.0 SDB- 10691 -P (N. 01/01), and L SSWMP Publication 9.6 Design of Pressure Distribution Networks for ST -SAS (01181) SF-FETY & BLDG& DIV. Version 4.01 (R. 09/04) Page 1 of 8 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 200.00 Estimated Wastewater Flow (gpd) Table 83 -44-3 in -situ soil treatment for fecal 1.50 Peaking Factor (e.g. 1.5 = 150 %) coliform of - 36 inches. 300.00 Design Flow (gpd) 6.25 Site Slope ( %) 96.10 Contour Line Elevation (ft) 16.00 Depth to Limiting Factor (in) 0.60 In -situ Soil Application Rate (gpd /ft Distribution Cell Information 60.001 Dispersal Cell Length Along Contour (ft) = 6.00 Cell Width (ft) 1.00 Dispersal Cell Design Loading Rate (gpd/ft 1 I Influent Wastewater Quality (1 or 2) Are the laterals the highest oint in the distribution Y Pressure Disribution Information network? Enter Y or N (c or e) a Center or End Manifold 3.00 Lateral Spacing (ft) If N above, enter the elevation ft 2 Number of Laterals of the highest point. 0.125 Orifice Diameter (in) (e.g. 0.25) 1.50 Estimated Orifice Spacing (ft) = 4.55 ft%rifice 2.00 Forcemain Diameter (in) 55.00 Forcemain Length (ft) Does the forcemain drain back? Y 87.00 Pump Tank Elevation (ft) Enter Y or N 6.50 System Head (ft) x 1.3 8.97 Forcemain Drainback (gal) 10.27 Vertical Lift (ft) 44.63 5x Void Volume (gal) 0.89 Friction Loss (ft) 53.60 Minimum Dose Volume (gal) 17.66 Total Dynamic Head (ft) 27.19 System Demand (gpm) Lateral Diameter Selection Manifold Diameter Selection in. dia. options choice in. dia. options choice 0.75 1.25 x 1.00 1.50 x x 1.25 x 2.00 1.50 x X 3.00 2.00 x 3.00 x Gallons /Inch Calculator (optional) Treatment Tank Information 1000.00 Total Tank Capacity (gal) 1000.001 S eptic Tank Capacity (gal) 1 52.001 Total Working Liquid Depth (in) WEEKS _ Manufacturer 19.23 gal /in (enter result in cell B49) Dose Tank Information Effluent Filter Information 800,001 Dose Tank Capacity (gal) PLOY -LOK Filter Manufacturer 21.76 Dose Tank Volume (gal /in) PL- -525 -- d Filter Model Number WEEKS Imanufacturer Project: JOE LANG Page 2 of 8 Mound Plan View T 1/10 B J Observation Pipe 3 . T-T K. 0 A w 1 B i ...... I 3 :.. L Mound Component Dimensions A 6.00 ft E 24.50 in H 1.00 ft K 0. B 50.00 ft F 9.50 in I 12.31 ft L 71.88 ft D 20.00 in G 0.50 ft J 7.47 ft w 25.78 ft 300.00 (ft Dispersal Cell Area 1 915.38 (ft) Basal Area Available 6.00 (gpd/ft) Linear Loading Rate 1 5.00 (ft) 1/10 B Obs. Pipe Placement Mound Cross Section View Aggregate Dispersal Area Finished Grade 99.56 (ft) ----► H G I F ::::: :: Dispersal er Call (ft) Lateral 97.77 (ft) --► -- Invert i g `: `.. ii Dispersal Cell :....� .:...........•. ......... ...•........,.• t E D 3 Elevation :.:.:•:_:.:•:.:.:.:.:.. 1 � 4 > 96.10 (ft) Contour Elevation 6.3 % Site Slope Geotextile Fabric Cover Shading Key �', T Dispersal Cell See lateral details on 1[] Topsoil Cap F 1.5 ft r . Page 4 for number, size, Subsoil Cap a C and spacing of laterals. ASTM C33 Sand F Laterals are equally 0.5 ft Typical Lateral spaced from the Tilled Layer mac_ 0 5 distribution cell's ❑5 Aggregate -- centerline in the A distribution cell (AxB). Project: JOE LANG Page 3 of 8 End Connection Lateral Layout Diagram Laterals centered over the A & B dimension += Turn -up wdball valve or oleanoutplug P -► All laterals are identical IE }t.- - I Holes drilled on the bottom of the lateral equally spaced S Force main connection via tee or cross to manifold at any point. Laterals & force main of PVC Sch 40 (per COMM Table 84.30 -5) Number of Laterals 2 Orifice Diameter 0.125 in Lateral Diameter 1.50 in Orifice Spacing (X) 1.52 ft Lateral Length (P) 48.64 ft— Orifices per Lateral 33 Lateral Spacing (S) 3.00 ft Orifice Density 4.55 ft /orifice Lateral Flow Rate 13.59 gpm Manifold Length 3.00 ft System Flow Rate 27.19 gpm Manifold Diameter 1.50 in Total Dynamic Head 17.66 ft Forcemain Velocity 2.78 ft/sec Dose Tank Information Locking cover with waming label and locking device and sealed watertight Electrical as per NEC 300 and ----► Comm 16.28 WAC Disconnect 4 in. min. r� Tank component is properly vented f-- ARemate outlet location Forcemain diameter WEEKS Manufacturer 2 in. Capacityl 800.00 Gallons Volume 21.76 gal /inch A Weep hole or anti- Dimension Inches Gallons S siphon device A 20.30 441.76 B 2.00 43.52 C Pum off elevation (ft) C 2.46 53.60 —t I 88.00 D 12.00 261.12 D Total 1 36.761 800.00 ii Douse tank elevation (ft) 3" Bedding under tank. 1 87.00 Alarm Manuafacturer SEPTRONICS Alarm Model Number ITM 1 Pump Manufacturer STA-RITE .� Pump Model Number JEC440120M Pump Must Deliver 27.19 gpm at 17.66 ft TDH Project: JOE LANG Page 4 of 8 Mound System Maintenance and Operation Specifications Service Provider's Name KIM A OC ONNELL I Phone 715 - 755 -3145 POWTS Regulator's Name ST CROIX COUNTY ZONING I Phone 715- 386 -4680 System Flow and Load Parameters Design flow - Peak 300 gpd Maximum Influent Particle Size 1/8 in Estimated Flow - Average 200 gpd Maximum BOD5 220 mg/L Septic Tank Capacity 1000 gal Maximum TSS 150 mg/L Soil Absorption Component Size 300 ft Maximum FOG 30 mg /L Type of Wastewater Domestic Maximum Fecal Coliform >10E4 cfu/100 mL Service Frequency 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 monthl 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: JOE LANG Page 5 of 8 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 ISBD- 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 upon the completion of service. Any opening deemed unsound, defective, or subject to failure must be replaced. Exposed access openings greater than 84nches in diameter shalt 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 shalt be disposed of in accordance with NR 113, Wis. Adm. Code. The operating condition of the septic tank and outlet filter shag be assessed at least once every 3 years by inspection. The outlet filter shall be cleaned as necessary to ensure proper operation. The filter 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 fiiter-is equipped with an alarm; the filter shall be serviced if the alarm is activated continuously. Intermittent fitter alarms may indicate surge flows or an impending continuous alarm. The septic tank shag 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. Ali switches, alarms, and pumps shag be tested to verity 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 shag 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 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 6 inches considered as an impending hydraulic failure requiring additional, more frequent monitoring. Continency 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 I& 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: JOE LANG Page 6 of 8 COMPOSITE CURV ST,A -RITE` EFFLUENT/SPECIALTY PUMPS I CANACI ( "Y LITRES PLR MINUTE I 0 50 loo i5o zu , no 350 aoo a5o 500 550 r t C _..... Tom. L�� - \�,(� � 4�±1„rtt ' t � C� ' A bO r u 1 71!k 4 I 5 t 4' ;. X� uu IOU CAPACITY UALLUNS PER MINUTE I i 1volt.'t stl � , __ __ -` i '• � /J _,___.- ___ r -,.- _ � � � � __ -_ - !;,,G l,� J(on� c __. _.-- -- ___________._ 9 ____— r- - � -- _. -- _._,__ __ _� � _. _. -_____ __ -- -�� -.�_� I � � _ -� i __.�— --`-`� __ . � --- -� —. L'aa kcz�ar � l�./ � _. !` _ _r � t .�- _.... -� _ ___ - -- ,, ; �- _. _, �, �� I .- .. -� .' . h C' I pp n �/ /% 'o � i � i I ��- � �� ��� 5�'��/:- � /yOV�r= �llvF G � f \\� } /� � , - ��"rl /c, %�!'��"�la��li�E.�� �l/,Ct�i;S j � "�,� ��Ilu �� . /'Ki�aoS�o ` ..1 I R � � � ^/� .�Jec,,,y� — �S, 78X7/, 8f! ( f" __ __ _ _ . _ r � _ f _ _ _ ��. \ __� f � I .�., _ _._ ., �� I _ __ -.� __.__,. - - _. y � � _ _ __ j /t lar� .. -�� �`�. _ �__ 9 _ �� �� �-_ ., �''"v ,. :; , ��� 4_. ulRt � �:� � �j 9,als � \� � I RECEIVED AUG 0 5 2005 Maconsln Department of commerce SOIL EVALUATION REPOFfi ETY & $LDGS. of 'gl Mieion of 3efety and Buwd+ripe in eoowdence with Comm 85. Ms. Adm. Coop Atteoh complete alto plan on paper not lase than 81/2 x 11 Inches In size. Plan must $t A 1 .14.P i pI, Include, but not limited to: vertical and horizontal reference point (BM ), direction'and Parcel I D •peroent slope, scale or dimensions, north arrow, and location and distance to nearest road..., ,r OR Please print all lnformatfoh. Reewad by Date r.neosi +rdgrr.fstwo you yrvvwe nwY to uses for "Gono pufposes (P rivacy Law, e: 16:06 (1) (m)). Owner 1l Property location rn t0e // O0vt. Lot 1 /a A114 S 47T N 14 / 'E (o(1 PmPerty Owner's Maling Address wt . # e or CRY e a Cod MWe NymW a Oily vn)oge' O" : •Nee et Road New Conahudlon Use:;Mesidential /Number of bedrooms . 5 Code derived design flow rate ; � QPD D Replacement Q Public or commercial - a1ba: Parent material /�.,�f� w 12 4k 7' -54 Flood Plmlh elevation of e " Ilc#ible d K ft. Owaral comments end rsoomrnendeUvns: , ��' .� c� 6 �c 6✓1 s� . ' 90 # �l�oflnp ❑ Pit around surface elev. ft. Depth to limiting factor. ioallon Rate Horizon Depth Dominant Color Redox Desoriptlon Texture Stfuoture Cynslstenos goundary Roots In. Munson Qu. Sz. , Cont. Colo Or. Sz..Sh. 4 Eff7t1 *042 ' AA AVA 4 0 r / � boring • Fit around surface elev. . ft. Depth m timi0ng factor _ .. in. 80)1 Mocallort Rate Horizon Depth Domkwt Color Redox DeWptlon Texture structure Consistence Boundary Roots t3P tfi: In. Munson Qu. Sz. COnL Color Or. Sz. Sh, •E'If#t • i •� Effluent #1 0 BOD 30 220 "Q& and TSS >30 < 150 nVIL.. . '. Emuent- a.Et7D < 30 mgt I N T < 30 nVk (awn Signature CST ca r0 r/ Add ducted Teleph" Number Pcgperly Owner _„ G( �?'t E� ® � a Parwi ID b _� /...:.G ,. Page —4 A- of IE Soling # !3°dng pp 77 ❑ pit Ground surface elev. ,lsL.,� ft. Depth to limiting iectq L!F In, tie son 622!Couw Horizon • Depth bominant Color Redox Description Texture Structure Consistence Boundary Roots OPD/te hl Munseq Qu. Sz. Cont. Color, 'or. Sz. Sh. * Etf81 'Etf#2 ,s% v VA So" © Wn F pit Ground Wace elev. it. Depth to timging'irictor In. Sod Mcdon Rate' Horizon Depth Dotninant Odor Redox Description Texture Structure Consistence Boundary Roots GPD11rr In. Mungeti Qu, ft Cont. Color Car. Sz. Sh. 11 001 'E0 Boring p u ❑Pit Ground surface eieir. R, Depth to Qmltlng tatxOr �__,_�_ in. got Rata Horftft Depth' Dominant Color Redox Desqipb+. Texture Structure Consietence Boundary Roots MR— In. Munsell Qu, Sr. Cont. Color Car. Sz. Sh. *081 6 0#2 • Effluent #1 s BOD 30 220 MWL and T5S X30 100 argil ' Lmuem 02 BOD 130 mpt and T33 30 ra8ti The Department of Commerce is an equal opportunity service provider and employer If you nocd assistance to access sorvicos or need material in an alternate format, please contact the department at oOP266.3151 or TTY 608- 264 -8777. �6PU10 (11.{/Oy REGEII�ED AUG 0 3 2005 SAFETY BLDGS. DI V. Soil Test Plot Plan project Name James Denman $yTOn Ord 3 Address 920 Brave Dr. Somerset Wi. 54025 -IT #22452 7 /9/2005 C ountyS T• C pOIX lot.3 Subdlvlslon Wig wam Shores pate t r Prairie NE 1/4 SW I Y 31- N /R W Township Alt, BM Boring 0 Well PL Property Line T Of Stake PI~ �B M or VRP Assume Elevation 1 ©0 fit• H.1t.P, Same .as BM System Elv � SCALE 1" = 40 ` Unless o therwise Notod has to be sized for 3 bedroom mound linited rvoin room Proposed Driveway Z$' o f Lake is not visital lie 95' 96' from mound site 82 100' Rid e 15 % sl e 85.2' 4 oio lope 1 ' 17 % s1 ) P6 B3 ' Syauw .,aka 5S' 128' B ve Dr. eofRd B1 50' 222' PL BM RECEIVED AUG 0 5 2005 SAFETY & BLOGS. DIV. ST CROIX COUNTY SEPTIC TANK MAINTENANCE AGREEMENT AND OWNERSHIP CERTIFICATION FORM Owner/Buyer Y -- 0 _rL� Mailing Address ��9nZ n ig�lfhjjok �.��ef (,Ajt�SC SyOa Property Address q q0 e f,� R ..5 2 P�fc AJi'SC SY ©o2 (Verification required from Planning Department for new construction)_ City/Sta .Q _._ L 9 te _:z % Parcel Identification Number 38 _ / y JfJD �- LE GAL DESCRIPTION Property Location /V E ' '/,, L y,, Sec, 019 , T 31 N -R V W, Town of Subdivision Wjq Wd vj .SAoRC aa4 jj., _, Lot # 3 ,4 ) AX Certified Survey Map # , Volume , Page # Warranty Deed # k f . / , Volume S , Page # � 1/P0 � Spec house 0 yes X no Lot lines identifiable 1 yes 0 no SYSTEM MAINTENANCE Improper use and maintenance of your septic system could result in its premature failure to handle wastes. Proper maintenance consists of pumping out the septic tank every three years or sooner, if needed by a licensed pumper. What you put into the system can affect the function of the septic tank as a treatment stage in the waste disposal system, The property owner agrees to submit to St. Croix Zoning Department a certification form, signed by the owner and by a masterplumber, journeyman plumber, restricted plumber or a licensed pumper verifying that (I) the on -site wastewater disposa I system is in proper operating condition and/or (2) after inspection and pumping (if necessary), the septic tank is less than 1/3 full of sludge. I /we, the undersigned have read the above requirements and agree to maintain the private sewage disposal system with the standards set forth, herein, as set by the Department of Commerce and the Department of Natural Resources, State of Wisconsin. Certification stating that your septic system has been maintained must be completed and returned to the St, Croix County Zoning Office within 30 days th three year ex iratio ate. SIG OF APPLICANT DATE OWNER CERTIFICATION I (we) certify that all statements on this form are true to the best of my (our) knowledge. I (we) am (are) the owners) of the o erty de ribed above virtue of a warranty decd recorded in Register of Deeds Office. p Sl AT RE OF AP IC NT 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 Parcel #: 038 - 1149 -32 -100 09/02/2005 10:49 AM PAGE 1 OF 2 Alt. Parcel M 17.31.18.662 038 - TOWN OF STAR PRAIRIE Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co -Owner JOSEPH A LANGE O - LANGE, JOSEPH A 1992 NIGHTHAWK DR SOMERSET WI 54025 Districts: SC = School SP = Special Property Address(es): "= Primary Type Dist # Description * 930 BRAVE DR SC 5432 SCH D OF SOMERSET SP 8050 SQUAW LAKE RHAB & MANAGE SP 1700 WITC Legal Description: Acres: 0.000 Plat: 2617- WIGWAM SHORES SEC 17 T31 N R1 8W LOT 3 BLK F WIGWAM Block/Condo Bldg: F LOT 03 SHORES ADDITION & THAT PT OF BRAVE DR THAT LIES E OF THE NLY EXTENSION OF THE Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) W LN OF SD LOT 3 ACROSS SD BRAVE DR & 17- 31N -18W SWLY OF A LN DRAWN NWLY FROM THE NE COR OF SD LOT 3 TO THE POINT OF INTERSECTION more Notes: Parcel History: Date Doc # Vol /Page Type 07/26/2005 801410 2851/041 WD 07/23/1997 1138/76 WD 07/23/1997 871/200 2005 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valurations: Last Changed: 10/12/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 0.000 75,500 0 75,500 NO Total, for 2005: General Property 0.000 75,500 0 75,500 Woodland 0.000 0 0 Totals for 2004: General Property 0.000 75,500 0 75,500 Woodland 0.000 0 0 Lottery Credit: Claim Count: 1 Certification Date: Batch #: Specials: User'*;pecial Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Parcel #: 038 - 1149 -32 -100 09/02/2005 10:49 AM PAGE 2OF2 Legal Description: Cont. ON TH; NLY LN OF SD BRAVE DR WITH THE NLY EXTENSION OF THE W LN OF SD LOT 3 KATHLEEN H. WALSH State Bar of Wisconsin Form 2 -2003 REGISTER OF DEWS ST. GROIX CO., WI WARRANTY DEED RECEIVED FOR RECORD Document Number Document Name 07/26/2005 10 s 06AK WARRANTY DEED EXEWT # THIS DEED, made between James J Dettman and Kathy Dettman, husband and REC FEE: 13.00 wife TRANS FEE: 285.00 { "Grantor," whether one or more), COPY FEE t CC FEE: and Joseph A. Lane PAGES-. 2 ( "Grantee," whether one or more). Recording Area Grantor, for a valuable consideration, conveys and warrants to Grantee the following described real estate, together with the rents, profits, fixtures and other appurtenant „ � �eIr"1� 1 ._ 1 interests, in St. Croix County, State of Wisconsin ( "Property") (if more space �' 3t1 Locust vi is needed, please attach addendum): See Attached Exhibit "All Hudson, W 54016 � 038-11494Z-100 Parcel Identification Number (PIN) Tnis is not homestead property. (is) (is not) Exceptions to warranties: Ea restrictions and rights -of -way of record, if any. Dated _ r ! 0I s o ' 'U (SEAL) J SEAL} * ° *James Oettman (SEAL) (SEAL) * *Kathy Dettm AUTHENTICATION ACKNOWLEDGMENT Signature(s) James J Dettman and Kathy Dettman, husband and wife STATE OF ) authentic ted . � ) ss. - ,�_ *Kristine land Personally came before me on TITLE: MEMBER STATE BAR OF WISCONSIN the above -named (If not, to me known to be the person(s) who executed the foregoing authorized by Wis. Stat. § 706.06) instrument and acknowledged the same. THIS INSTRUMENT DRAFTED BY: * Attorney Kristina Oglan __ Notary Public, State of Hudson WI 54016 My Commission (is permanent) (expires: _ ) (Signatures may be authenticated or acknowledged. Both are not necessary.) NOTE: THIS IS A STANDARD FORM. ®20MODIFIC BAR OF O THIS WI SHOULD BE CLEARLY IDEN 9 FORM N0.2 -2003 WARRANTY DEED * Type name below signatures. INFO - PRO " " Legal Forms 800 - 855.2021 iwww,infoproforms.corr U. 2881 P 04 EXHIBIT " A " Lot 3, Block F, Wigwam Shores Addition, St. Croix County, Wisconsin, and that part of Brave Drive that lies East Of the Northerly extension of the west lire of said Lot 3 across said Brave Drive and Southwesterly of a line drawn Northwesterly from the Northeast comer of said Lot 3 to the point ofinteresection on the Northerly line of said Brave Drive wtih the Northerly extension of the West fine of said Lot 3. St. Croix County, Wisconsin. R ECEIVED Wisconsin Department of Comme l;a `' t 46 EV ALUATI RT Page _� of Division of Safety and Buildings �R �n j �fomm 5, Ws. Adm. Code County Attach complete site plan on pap F 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. Revi ad by Da Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). U4 (� l Z Property Owner Property Location '/0 � Govt. t 1/41/4 S 4Z T 3 N R /$E (o6) Property Owner's Mailing Address Lot # lock # Subd. Name or CSM# my S ta t e Zip Code Phone Number dy village own :7;Kl ad 0 ( 80 �f� p i u , ; , v ( Q RL New Construction Use: f BResidential / Number of bedrooms _ ?� Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material Flood Plain elevation if applicable S�S� l ft. General comments I // �6 ' / 0 �/YiG� „ " t ! - and recommendations: 2 T _ / ,�� 1 � j (S e /au'' 9q. y3 1 F- Boring # [RBoring ❑ Pit Ground surface elev. y[o - / ft. Depth to limiting factor �_ in. mil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz, Cont. Color Gr. Sz. Sh. 'Eff#1 I "Eff#2 wyx a l d ns ® Boring # Boring I ,bV C E] pit Ground surface ele _ ft. ( Depth / to limiting factor _� 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 • Effluent #1 = BOD > 30 1220 mg/L and TSS >30 150 mg& ' Effluent #2 = BOD < 30 mg/L and T < 30 mg/L CST (Please Print) Signature CST Addreds Date Evaluation Conducted Telephone Number I � 22 Property Owner e 4 &� Q Parcel ID # �/� ��� "'��" Page of © Boring # Boring d ❑ Pit Ground surface elev. 7s 1 ft. Depth to limiting factor in. Soil Application iRate Horizon' Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. "Eff#1 I "Eff#2 3, i F-1 Bodn g # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sofl 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 El 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/fl: In. Munsell Qu. Sz. Cont. Color Gr, Sz. Sh. "Eff#1 •Eff#2 Effluent #1 = BOD > 30 220 mgA_ and TSS >30 a 150 mg/L • Effluent #2 = BOD < 30 mgA. 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. SOW330(RAM) r Soil Test Plot Plan Pro ect Name James Dettman B yron Bird Jr. j y Address 920 Brave Dr. Somerset Wi. 54025 CST #220527 Lot 3 Subdivision Wigwam Shores Date 7 /9/2005 County- CROIX NE 1/4 SW 1/4S T 31 N /R W Township Pr ❑ Boring Q Well PL Property Line# Alt. BM VM or VRP Assume Elevation 100 ft Top of Stake PL System Elv 96.1 H.R.P Same as BM SCALE 1" = 40 ` Unless otherwise Noted has to be sized for 3 bedroom mound linited room room 4 /off/ L Proposed Drivew Lake is not visita le '� 9 97' from mound site B2 100' -- Rid e 85.2 15 % sl e 4 % lope l 22 17 % sl pe B3 90' /� J Sqauw ke 55' 128' B ve Dr. eofRd B1 10 50 , 30' 222' PL BM Parcel #: 038 - 1149 -32 -100 08/15/2005 09:03 AM PAGE 1 OF 2 Alt. Parcel #: 17.31.18.662 038 - TOWN OF STAR PRAIRIE Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner JAMES J & KATHY DETTMAN O - DETTMAN, JAMES J & KATHY 920 BRAVE DR SOMERSET WI 54025 I Districts: SC = School SP = Special Property Address(es): " = Primary Type Dist # Description " 930 BRAVE DR SC 5432 SCH D OF SOMERSET SP 8050 SQUAW LAKE RHAB & MANAGE SP 1700 WITC Legal Description: Acres: 0.000 Plat: 2617- WIGWAM SHORES SEC 17 T31 N R1 8W LOT 3 BLK F WIGWAM Block/Condo Bldg: F LOT 03 SHORES ADDITION & THAT PT OF BRAVE DR THAT LIES E OF THE NLY EXTENSION OF THE Tract(s): (Sec- Twn -Rng 40 1/4 160 1/4) W LN OF SD LOT 3 ACROSS SD BRAVE DR & 17 -31 N-1 8W SWLY OF A LN DRAWN NWLY FROM THE NE COR OF SD LOT 3 TO THE POINT OF INTERSECTION more Notes: Parcel History: Date Doc # Vol /Page Type 07/23/1997 1138/76 WD 07/23/1997 871/200 2005 SUMMARY Bill M Fair Market Value: Assessed with: 0 Valuations: Last Changed: 10/12/2004 Description Class Acres Land Improve Total State Reason RESIDENTIAL G1 0.000 75,500 0 75,500 NO I Totals for 2005: General Property 0.000 75,500 0 75,500 Woodland 0.000 0 0 Totals for 2004: General Property 0.000 75,500 0 75,500 Woodland 0.000 0 0 Lottery Credit: Claim Count 1 Certification Date Batch #: Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 I Parcel #: 038 - 1149 -32 -100 08/1512005 09:03 AM PAGE 2OF2 Legal Description: cont. ON THE NLY LN OF SD BRAVE DR WITH THE NLY EXTENSION OF THE W LN OF SD LOT 3 I e i Wisconsin Department of Commerce RED ATION REPORT Page of Division of Safety and Buildings Gv accordance with Comm 5, Code County Attach complete site plan on paper not I s tham ft xp siz s include, but not limited to: vertical and h ' ontal referenoeTi ), dire n Parcel I.D. percent slope, scale or dimensions, no arrot�e�t 1 Qn and distan on re �rcU1X l:OUNTY Date Please pri i9R =ICE Personal information you provide may be used for secondary purposes s. 15.04 (1) (m)). 5 ds Property Owner �^ Property Location .� A ks Govt. Lot 114 1/4 S T N R l (or Property Owner's Mailing Address /� Lot # Block # Subd. Name or CSM# J rdc - A/►- - t ^ Gtm 5 ; of C, City State ( Zip Code Phone Number City ❑ Village grrown Neare t Road t ri ;Fla" PI0, O f -New Construction Use:,p Residential/ Number of bedrooms Code derived design flow rate s GPD ❑ Replacement ❑ Public or commercial - Describe: /7 � Parent material ��� G j �. / e r ;(. ra 1 , Flood Plain elevation if applicable A! 1¢ ft. General comments /- f and recommendations: L cr�ks a Boring # ® Boring / ❑ Pit Ground surface elev. _ ft. Depth to limiting factor � in. Soil 8MIlcation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont. Colo Gr. Sz. Sh. ✓ 'Eff#1 'Efr#2 p a a ❑ Boring # [� Boring ❑ Pit Ground surface elev. Z ft. Depth to limiting factor in. Soil Ai3plication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDN in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efr#1 'Eff#2 8 L 0X, Gt ' Effluent #1 = BOD > 30 220 mg/L and TSS >30 150 mgA- ' Effluent #2 = BOD < 30 mg/L and TSS _< 30 mg/L CST Name (Pie Print) ` Signat CST Number n 40, Y D Address Date Evaluation Conducted Telephon6 Number AL nn'+ n + +n in nn u,n f - 1 Property Owner JG e 5 i M u 4-j Parcel ID # Page of a Boring # @ Boring 7 � ❑ Pit Ground surface elev. �J' ft. Depth to limiting factor �K ;Z_ in. Soil Awlication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIfI: in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Efl#1 I *Eff#2 44 s /1• L _ Azv F-1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in, Soil Applicafion Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 a Boring # ❑ Boring El Fit Ground surface elev. ft. Depth to limiting factor 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 * Effluent #1 = BOD > 30 _5 220 mg/L and TSS >30 < 150 mgA- * Effluent #2 = BOD, a 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 (R07M) Soil Test Plot Plan Project Name James Dettman Byron B' rd Jr. ' Address 920 Brave Dr. Somerset Wi. 54025 CST #220527 Lot 3 Subdivision Wigwam Shores Date 7 /9/2005 — County- ST. CROIX NE 1/4 SW 1/4S T 31 N /F W Township Prai Boring Q Well PL Property Line# Alt. BM ,BM or VRP Assume Elevation 1©0 ft Top of Stake PL System Ely 96.1 H.R.P Same as BM SCALE 1" = 40' Unless otherwise Noted 138' PL 23' 97' 95' 96' B2 00' 121 V Sgauw Lake B3 Bra Dr. 128' B1 10 33' 222' BM M 900 io � vs h o a : 1 e n o 2 • 0 -Y 1 ° E: 601.'7 _.- ' --` "_ �� AV E_ -- - -•— ,�o o ° o s 0 goo 40 co "g8.67 y PT o v 7 , � o E 573.8Q� - 1 y2.56 0 �1 ye• 0 9 2 9goQ6, �i• 2 � o ' 8 4 9. co 9 ?0 A 0 K l / 1 F Y a • ' � b N 40 � O � V Ol tn � .O Ki�z B T4�• p 0 Np" f �y rlgoOg' •o lo' ,ti 1 8 •� 7 O ��- s wj � b• 0 0 �2g 2 i ° - z 2 • v bQ m� ry >z 3 = Q �o d ° r 9 0 6g p 9 T 3p. \ •D 11 0. 9 'd a a ° o 1 o a T > o 49 /o I 4 >. yy 0 4 V \1oy3 [� o C 9 � bq N84 • {(}-- °b rlA.d� T79.80' 0. A Vrp• Go 4 � 40 0 �'� •p N o O 1.69. QQ 4e °/g �Q , O� 121. 4 �. 6 e0 _ 18.89' ?> i s oa O / �/ O p�� / '1• 3iE17 °23 �df�B3i.50 { -11 - -- - -- 8 18.33' 8Y' o - -- -�-- -_ DRIVE •p .a � o 71 ) �r I 4 1- 1 �O f IL �06oye ob 0 0'•$9 G . `L da'o •` `w 61� 1 r a �A90 p ° •' o� I NOT CO W ro o+ ca i I s' Jl � 46o 13 ��( 660 _ ',;'"` �o `�' r Q b7 ° A o � s 4 ` � U 6 ,{ q 0 p Y °d OD 0 83° Co I 4 64 � a''v C Q 0 i b' j qti I Q�� A �w w w w 1 » a a 0 34' I e 4• •� o o Af 3 de • 0 n,' • e y , �I ' I State of MSeonsin Memorandum /Correspondence DATE: CA UG E TO: Byron Bird, Jr. A E Jul 29 2005 i Y � 2005 cO UNT!' FROM: Leroy G. Jansky O" E Wastewater Specialist E -mail Ijansky @commerce.state.wi.us q 1 Fax (T 15) 726 -2549 Voice (715) 726 -2544 o3S-- 11 q 9 - 37 —I CD SUBJECT: Dettman (Joe Lang) Soil Evaluation Report ' / 4 Z Lot 3, Block F, Wigwam Shores Transaction Number 1160647 I have laced the above referenced ced mound plan on hold due to several discrepancies on your report. Please review the enclosed report and correct or explain the items mentioned. The soil application rates you are using are not from the current code. The rates and table changed in February 2004. You need to give the soil application rates for all soil horizons. You cannot skip horizons that have redox features since a designer may want to know what the rate is, for example, at 16 inches in your B- 1. If the designer knew that the rate was 0.4 gpd /ft he might chose that rate for the design. Your site plan does not make much sense. You cannot mix dimensions (such as the distance between B -1 and B -2) in areas that are drawn to scale. In areas that are dimensioned, you need to clearly show where the dimension lines start and stop. Using arrows on the ends of the lines would help greatly. Comm 85.40(3)(a) requires you to show the percent and direction of slope. This same section also requires that you provide the surface elevation of any adjacent waterbodies. Neither item has been reported. If you have any questions about these requirements refer to Comm 85 or give me a call. Note: New code books can be purchased from document sales with your credit card. Call 1- 800 -doc -sale. /believe the cost for Comm 81 -87 is still $32.00 + tax. 21 04 07:18p p. 4 y 10 4', d vYscur l� onsepartnrant of Commerce SOIL EVALUATION REPORT � k 46P�e of Division of Safety and Buono$ . <.. ,.., In accordance with Cam 85, Wit. Adm.` Codq County Attach complete site plan on paper not less than 8112 x 11 Inches in sirs. Plan must include, but not limited to: vertical and horizontal reference point (Btl+g, direction and . Fume! 1.01 percent slope, scale or dimensions, north arrow, and imption and distance to neatest road. Please print all information. Reviawgd by ;. 4 Date Pwsar4W intonparion you pr*Wft noY be used for ae=WM puppies (PdvaW Low. s. 15.04 (1) tm1) Properly owner / PropeAy Location ? �,. Govt Lot ' W01/4 SZZ T N R Property Owner's Mang Address Lot # I Beck # Sued: Name or CSW Cry State Co e d � a Phone Numb Gay ; Q YlMrpe awn 1jt�d i � - i L 5• l+10C Npw Construction Use f Residential / Number of bedrooms Code derived design flow S '.�i Sf• ❑ Replacement ❑ Put* or commercial - Describe Parent material � � T ;s. I Ri r. _ r a •sue Flood Plain elevMw If applicable „ Q. General commanis and recommendations: r y7<e* w Ej # Boring ❑ Pit Ground surface elev. R. Depth to limiting Wor r _ in. Sol Applipation Re to Horizon Depth 06minant-Colo Redox Description. Texture Structure ' Consistence Boundary , Root; 'r in. Munsell Qu. Sz. ConL Color Gr..Sz. Sh.. MG Pf p P-. c a ,. . cod V/A Y ��e� A -4 G 7 - `- Q goo ll l *"PLrc Tom'. uNQ bN1=ih1 :ln►�..f t} �2EpG7c� .. Boring # Boring v t Q P8 Ground surface elev. fL Depth to lmiting fad in. Soil 6&kakm Rate tion¢on Depth, Dominant Color Red= Doscrlptbn Tetdune Stru(tlua 'Rpots " M~ GPQAP ' In. Munsell Qu. U Cont. Color Or. U Sh. s ` zkole 'W ®X`/ - x Y ti r Elf bent #1= BOD > 30 <_ 220 aV& and 1 SS >30:5 150 "V& ' Effluent #2 = 60 : 5 30 mgt and TSS < 30 milL CST Name Prim , Sip CS7 Number t Address =:rF:' ?} Date Etreltufioa Cortdtrded r T IVt!Anber . -4 Egg May 21 04 p.5 Property Owner 14 e /9 .1 4r 47 Parcel ID # Page f , Boring Pit Ground surface elev. %J R. Depth to limiting factor Sd n Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Swrifty R" t. •t; ' _ In. Munseb Qu. Sx Cont. Color Gr. Sr- Sh. - ty 122 7. o: o 4 � ' FJ Boring # Boring ❑ Pit Ground surface elay. ft: Depth to Nmiiiopfadar_In, SW licabbn.Raie Horizon Depth Dominant Collor Redoxpescxlptlon Texture Stractuna Consistence boundary .Roots. GPDIN In. Munsell Qu. Sz. Coat. Color Gr. Sz. Sh. TiNI ' TM g El round i stuace aim. It Pit G Depth to IhrrBhtq Wor in Roo Horizon Depth Dominant Color Redox. Dessxiptiort Texture Structure Consistence Boundary Roots GPOVfF in. Munsetl Qu. Sz. Cont Color Gr. U Sh. 9 }} Effluent #1- BOD > 30 1220 mgt. and TSS :.3()< 'C60 rny& Effluent #2 = SOD < .. 30 m9& and TSS 130 M8/L J The Department of Commerce is an equal opportunity service provider end-employer, if you need assistance to accxss services or need material in an alternate format please contact the department at 608 -266 -3I S 1 or TTY.6t}$- 264 -8T?T SOD-9330 (LO7M) k 1 „04 07: 19p p•6 Rk • i So Vest Plot Plan ..Project Name Jam Dettman $yrgn Bird 3r. �:. Address 920:Brave Dr. Somerset Wi. 54025 iT #22QS27 Y Subdivision ST. CROIX Lot 3 Wigwam Shores Date 7 /9/2045 County N E 1/4 S W 1/4S 17 T 3 N /R W Township Star Prairie Well L Property Line Alt. BM B Boring I P P art o >ln VY � � P Y kBM or VRP Assume Elevation. 100 #t .Top of Stake Pl. System Elv '96.1 H.R.P Same as SM SCALE 1” M 40 ` Unless other wise Noted ir 4' T N V 'E yc v ,J N ba' ca^a ` :�ss�gty 1+av AE'PR�xrMa P�alza� t s C¢y�t µ4 I T A-xi N3T33 P/L a F 38� f4+vC' 70 5�__ -w leis; d 1=A-ST 22 Z� T ? tu15 Do,Er, Noy 014AA -1 3.8' PL 97 95 , T CAJAX9 T r �hl� Dj 00 MNt, SGD 61 U �`'`� �'J`iP` y' i (SST' •, ��•� Lake B3 ,. -95* � 4� 3 k) S. e-, 0 r StiJP� 3 Gx ' a ��� you• � „4,.. � E Nr • fi i �� 5� g 'IQ c 'f "��f, ' r E 33 222 OP rI • i �n L LjJCsT d TI+1= �u �r N rr- U 5 rr ofsfylw_ci�_ ro 3 3 i