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HomeMy WebLinkAbout018-1064-20-200 (2) Parcel 018-1064-20-200 o2i2oi2oo8 02:55 PAGE 1OF 1 Alt. Parcel 29.29.17.436A-20 018 - TOWN OF HAMMOND Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 10/17/2006 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner 0 - COLEMAN, BRETT R & KRISSA J BRETT R & KRISSA J COLEMAN 1075 89TH AVE ROBERTS WI 54023 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description * 784 170TH ST SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 3.000 Plat: 5280-CSM 21-5280 SEC 29 T29N R1 7W PT NE NE CSM 21-5280 Block/Condo Bldg: LOT 03 LOT 3 Tract(s): (Sec-Twn-Rng 401/4 1601/4) 29-29N-17W NE NE Notes: Parcel History: Date Doc # Vol/Page Type 04/09/2007 848051 WD 11/02/2006 838016 TD 09/28/2006 835602 CSM 02/27/2002 672284 1845/83 QC more... 2008 SUMMARY Bill Fair Market Value: Assessed with: Use Value Assessment Valuations: Last Changed: 07/19/2007 Description Class Acres Land Improve Total State Reason AGRICULTURAL G4 3.000 300 0 300 NO Totals for 2008: General Property 3.000 300 0 300 Woodland 0.000 0 0 Totals for 2007: General Property 3.000 300 0 300 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00 Satety and Bwi&ngs 4003 N KiNNEY COULEE RD commerce.Wi.gov GA CROSSE K 54601-1831 RECENEC TDD * (608) 264-8777 i sco n s,i n ywyd copnrllefCe'wi gOb/Sb/ www.wisconsin.gov Itl eof Commerce MAR 12 2007 ,D'am D®yGe, G®vern®T ST. CROIX COUNTY Mary P. !Butrke, Secme iy August 18, 2006 CUST ID No. 42258 ATTN. POWTS Inspector ELI M GOTTFRIED GOTTFRIED ENVIRONMENTAL ZONING OFFICE 124 1/2 GRAHAM AVE ST CROIX COUNTY SPIA PO BOX 1645 1101 CARMICHAEL RD EAU CLAIRE WI 54702-1645 HUDSON WI 54016 CONDITIONAL APPROVAL Identification Numbers PLAN APPROVAL EXPIRES: 08/18/2008 Transaction ID No. 1313991 Site ID No. 717179 SITE: Renee Bungi Please refer to both identification numbers, Town of Hammond, St Croix County above, in all correspondence with the a enc . NE 1/4, NE 1/4, S29, T29N, R 17 W FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1092697 The submittal described above has been reviewed for conformance with applicable Wisconsin Administrative Codes and Wisconsin Statutes. The submittal has been CONDITIONALLY APPROVED. The owner, as defined in chapter 101.01(10), Wisconsin Statutes, is responsible for compliance with all code requirements. The following conditions shall be met during construction or installation and prior to occupancy or use: 1. Approval is hereby granted pursuant to s. Comm 85.60(2), Wis. Adm. Code, to estimate the depth to seasonal soil saturation based on an interpretive determination process. Approval of the interpretive determination negates the requirement in s. Comm 85.30(2)(b), Wis. Adm. Code to designate the ground surface as the highest level of soil saturation when redoximorphic features are less than 4 inches below the bottom of the A horizon. 2. The estimated highest level of prolonged soil saturation approved under this determination is 8 inches below grade. At least 30 inches of sand lift on top of 6 inches of unsaturated, in-situ soil is required for adequate treatment and dispersal. 3. Orifice density must be 10 sq ft per orifice. 4. The basal soil application rate for the mound shall be 0.20 gpd/sf, and the linear loading rate 4.5 gpd/ft. 5. Chisel plowing to a depth of 12 inches immediately prior to sand placement is required to improve vertical water movement into the soil solum. 6. Landscaping up slope of the mound shall be incorporated into the POWTS design to prevent surface water from concentrating along the up slope edge of the mound and to divert surface water drainage away from the system. 7. This approval shall remain valid unless the site is altered in such a way that the depth to soil saturation would change or if saturated conditions are observed for seven consecutive days at depths less than 3 feet below the infiltrative surface of the POWTS distribution component. 8. This approval in no way relinquishes the use of color patterns to estimate the depth to high groundwater on any other parcels or portions of parcels. 9. A copy of this approval letter and attachments must accompany the mound system design for this site for purposes of plan approval and sanitary permit issuance. If the Interpretive Determination Report was accompanied with a plan and an expiration date is shown on this letter, the expiration date only applies to the plans for the design, not to the decision on the Interpretive Determination Report. ELI M GOTTFRIED Page 2 8/18/2006 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. If plan index sheets were submitted in lieu of additional full plansets, a copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file with the Department. All permits required by the state or the local municipality shall be obtained prior to commencement of construction/installation/operation. If this construction project will disturb one or more acres of land, an Erosion Control Notice of Intent (NOI) shall be filed with the department 14 days prior to any earth disturbing activities. 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. Sincerely, Fee Required $ 100.00 Fee Received $ 100.00 4- Balance Due $ 0.00 eroy G. sky, P , Wastew r Specialist Integrated Services Bureau WiSMART code: 7633 (715)726-2544 Voice Ijansky@cornmerce.state.wi.us RECEIVED SAFF_TY AND BUILDINGS DIVISION commerce.Wi.gov Integrated Services Bureau C 7 13 Eact Spruce Street AUG ■ 22 006 Chippewa Falls, WI 54729 1'~COns~n INSPEC ION REl~OR1 www.com erce wi.gov/sb Department of Commerce ST. CROIX COUNTY Date of Inspection: August 16, 2006 Plumber Name and Address: Project Name: Bugni NA Use: Residential Legal Description: NE, NE, 29, 29, 17W Site Number: Subdivision: Proposed CSM Certified Soil Tester Name and Address: Municipality: Town of Hammond Eli Gottfried, CST 221981 County: St. Croix 125 Graham Ave Eau Claire, WI 54701 Plan Transaction Number: 1313991 Sanitary Permit Number: NA Owner Name and Address: Eenae Bugni Wastewater Flow: 450 gpd 813 Larsen Lane Persons Present: E. Gottfried, R. Hudson, WI 54016 Yarrington (715) 386-7876 An onsite soils verification was conducted at the above referenced site as per district policy for all sites with less than four inches of unsaturated soil below the bottom of the A horizon. The intent of this investigation is to confirm initial observations by the certified soil tester (CST) relating to the presence or absence of redoximorphic features in the A horizon and/or subsoil. In-situ soil texture, structure, and consistence factors were also reviewed as they relate to wastewater application rates. Other site conditions such as percent and direction of slope, landscape position, land surface contour length, and surface water hydrology may also be noted and their effects are factors considered in the recommendations and conclusions portion of this report. Tow soil pits were reviewed (one on each lot) and found to be as reported by the CST except at Pit 4 1 felt that the soil texture of the subsoil was sandy loam. If-a mound system is designed to overcome limitations of-a- high level of seasonal soil saturationand slow permeability, the linear loading rate should not exceed 5.0 gpd/ft and the basal wastewater application rated should not exceed 0.3 gpd/ft2. The additional basal area will partially compensate for the gentle land slope and prevent wastewater leakage at the mound toe. At least 28 inches of sand lift is recommended when applying septic tank effluent to the distribution cell of the mound to ensure proper treatment. The longest portion of the mound must be orientated along the contour. The mound shall be constructed to divert surface water around the mound structure as much as possible. In addition, an up slope drainage ditch should be considered if it is determined that surface or subsurface hydrology is improved by intercepting water and diverting it away from the mound site. If there are any questions regarding this report, please contact me. Leroy G. J sky, Wa ater Sp cialist cc: © County ❑ Plumber Ljansky@commerce.state.wi.us E-mail © CST ❑ Owner 715/726-2544 Voice 715/726-2549 Fax ❑ Other WisFOnsin Department of Commerce SOIL AND SITE EVALUATION Page / Of 3 Division of Safety and Buildings in accordance with Comm 85, Wi Adm. Code Attach complete site plan on paper not less than 8 '/s x 11 inches in size. Plan must include, County St. Croix not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale o dimensions, north arrow, and location and distance to the nearest road. Parcel ID G APPLICANT INFORMATION - Please print all information ~R&-iewe 4 Date: Personal information you provide may be used for secondary purposes (Privac L (if vVVt- Td 9o 1 - 7 Property owner: Property loc Renae Bugni (1.5 j Gov't lot: ~NE/4 NE 1/4 S29 T 9 N, R17 E (orf Property owner's mailing address: Lot # Block # Subd. Name CSM# a/ 1-a 813 Larsen Lane ST. CROIX COUNTY.. NA NA ~J City / State / Zip Code m er: city village gown Nearest Road Hudson / Wisconsin /54016 715-386-7876 Hammond 170th Street S 6 El New Construction LJse ❑ Residential/Number of bedrooms 3 Addition to existing building: NA ❑ Replacement ❑ Public or commercial - describe Code Design Flow Rate: 450 gallons per day - must be appropriate size for the contour and soil restrictions Parent Material: Glacial Till - ground moraine General Comments and Recommendations: Soils are well drained alfisols, underlain by dense glacial till. A long narrow mound SAS is recommended for this site with 2.50 feet of sand fill. SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FT2 Pit 1 Eff41 Eff#2 A 0-8 1 YR 3/2 NA sil 2msbk mfr aw 2vf 0.6 0.8 Ground 8-9 0YR 5/2 NA sil lmpl mfr aw lvf 0.4 0.6 Elev (ft.) 97.10 Btl 9-11 10YR 4/4 fld 7.5YR 5/8 sil * Imsbk mfr cw If 0.2 0.3 Depth to Bt2 11-18 IOYR 5/3 f2d 7.5YR 5/8 sicl Imsbk mfr ew NA 0.2 0.3 limiting factor- in. 2C 18-22 l OYR 5/3 m3p 7.5YR 5/8 scl massive 0 Remarks: * with cla in ,dense 2 horizon; dense 2C g g Boring # A 0-8 10 /2 NA sil 2msbk mfr aw 2f 0.6 0.8 Pit 2 Btl 8-11 7.5YR 4/4 fld 7.5YR 5/8 sil * Impl mfr as If 0.4 0.6 Bt2 11-18 10YR 4/4 f2d 7.5YR 5/8 sicl lmsbk mfr cw NA 0.4 0.6 Ground Elev (ft.) 2C 18-22 7.5YR 4/4 mlp 7.5YR 5/8 SO massive 100.30 Depth to limiting factor- in. 0 Remarks: * = clay bridging; dense Bt2 horizon; clay bridging in BtI horizon J Tel. No. 715-833-1400 CST Name: Eli M. Gottfried, Gottfried Environmental Signature: Address: 124-1/2 Graham Ave. Eau Claire, WI. 54701 Date: 6 July 2006 CST # 221981 l SOIL DESCRIPTION REPORT Property owner Bu ni Parcel ID# Boring # Horizon Depth Dominant Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/F`f2 Pit 3 UP I Eff#2 A 0-9 10YR 3/2 NA sil 2msbk mfr as 2f 0.6 0.8 Ground Btl 9-10 7.5YR 4/4 fld 7.5YR 5/8 A * Imsbk mfr gw if 0.4 0.6 Elev (ft.) 100.60 Bt2 10-16 7.5YR 4/4 fl d 7.5YR 5/8 sicl 1 msbk mfr as 1 f 0.2 0.3 Depth to 2C 16-18 IOYr 4/4 mld 7.5YR 5/8 scl massive limiting factor- in. 0 Remarks:* = clay bridging; C horizon - very dense Boring # Horizon Depth Dominant Redox description Texture Structure Consistence Boundary Roots Soil Application Rate in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/FT2 Pit 4 Fff# I Eff#2 A 0-9 l OYR 3/2 NA A 2msbk mfr aw 2f 0.6 0.8 Ground Btl 9-12 7.5YR 4/4 NA A * Impl mfr cw if 0.4 0.6 Elev (ft.) 101.10 Bt2 12-15 7.5YR 5/4 f2d 7.5YR 5/8 sicl Imsbk mfr aw if 0.2 0.3 Depth to B-C 15-23 7.5YR 5/4 m2d 7.5YR 518 sicl Imsbk mfr as NA 0.2 0.3 limiting factor- in. 2C 23-25 7.5YR 4/6 m2d 7.5YR 5/6 scl massive 0 Remarks: * = clay bridging; Boring # A 0-8 10YR 3/2 NA sil 2msbk mfr aw 2f 0.6 0.8 Pit 5 Btl 8-10 7.5YR 4/4 NA sil * Impl mfr cw if 0.4 0.6 Ground Bt2 10-15 7.5YR 5/4 fld 7.5YR 5/8 sicl 1 msbk mfr aw 1 f 0.2 0.3 Elev (ft.) 101.60 B-C 15-23 7.5YR 5/4 m2d 7.5YR 5/8 sic] lmsbk mfr as NA 0.2 0.3 Depth to limiting 2C 23-25 7.5YR 4/6 m2d 7.5YR 5/6 scl massive factor- in. 0 Remarks: * = with clay bridging Boring # Horizon Depth Dominant Redox description Texture Structure Consistence Boundary Roots Soil Application Rate in. Munsell Color Qu. Sz. Cont. Color Gr. Sz. Sh. GPD/F"1,2 Pit 6 Eff# I Eff42 A 0-8 l OYR 3/2 NA sil 2msbk mfr aw 2f 0.6 0.8 Ground Btl 8-11 7.5YR 4/4 fl d 7.5YR 5/8 A * Imsbk mfr cw if 0.4 0.6 Elev (ft.) 97.80 Bt2 11-15 7.5YR 5/4 fld 7.5YR 5/8 sic] Imsbk mfr aw if 0.2 0.3 Depth to B-C 15-23 7.5YR 5/4 m2d 7.5YR 5/8 sicl Imsbk mfr as NA 0.2 0.3 limiting factor- in. 2C 23-25 7.5YR 5/4 m2d 7.5YR 5/6 scl massive 0 Remarks: * = with clay ' r c CL O N U f6 C ~ o~ a o o o f Hl~ o; iw L p o _ ;aaJ;S 410L L o T 0 LO ® c c c_ _ \ C uLOi II ~ m > N \ co m N y O \ co c w 0 > o \ O ° c o Lo cO \ m , CD y \ .O \ \ o x 'o m \ \ 3j ~U ago J _ cv \ O \ N rn (n N - 04 \ cu rn c v ra-- o N f6 ` \ W E cm J 11 C, 'w r \ \O \ O &Z E C? M ~ C'e W m f0 2 \ \ \ cli co zS EeD2 h. r- J 'D CC! 'n rn ~ 0 0 \ O~ p o m O o n~ O O O lJ J 0 O co DO 0 m p' (IDD lJ O N N ZD o ° (o °o K l`J 3 0 \ o m m `n o o ' O ~o U O U o U V - 2 n aci vi \ II > Co w o v o ~ oo ~ VI N ~ \ W~ o IL ~ ~ I v ~ moo U CL w _ \ o > C7 _ W W Cj Q v~ I n o (o b - - o 17 II ~ „r m H lJ 0 i6 b O Z o U) Do P D Do Co) (cD) C13 O c0 c T 3 0 a~ RECEIVED 635E;, 02 ~V~ t O YOL 21 PAGE 5280 V KATREM H. wALS - REGISTER OF DEEDS ST. CROIX CO. MI gT.CROIXCAUNN RECEIVED FOR hECORD 09/28/2006 03;30PM SURDORS RECORD CERTIFIED SRVEY MAP U COPY FEE: 3.90 2 CERTIFIED SURVEY MAP PAGES- LOCATED IN THE NE% OF THE NEY4 OF SECTION 29, T29N, R17W, TOWN OF HAMMOND, ST.CROIX COUNTY,. WISCONSIN u, ~-c~ o NE CORNER, w SECTION 29, w (ESTABLISHED FROM w o TIES OF RECORD) i1i 8 1LROAD PROPERTy ACREAGE FOR LOT 3 S78>0139-E 66428, 130,754 SQUARE FEET 830.50• ( 3.00 ACRES) INCLUDING RNV Q ( 3378 122,900 SQUARE FEET - OVERHEAD (2.82 ACRES) 0) LOT 2 WIRES EXCLUDING RNV ACREAGE FOR LOT 4 is 311,529 SQUARE FEET I ,a (7.15 ACRES) INCLUDING R/W W 130,783 SQUARE FEET 297,930 SQUARE FEET v ce (3.00 ACRES) (6.84 ACRES) INCLUDING RAN 1 z EXCLUDING Rr zw ~ 122,929 SQUARE FEET v N (2.82 ACRES) EXCLUDING RNV 33.00' S89°33'37'W 649.32 z 100.00 516.37 549.37 PREPARED BY: I a GRANBERG SURVEWNC4 nw_ C6 LOT 3 _0 i 1235 C.T.H. 'E' Q ( 1 NEW RICHMOND, WI 54017 b' v - MJ PHONE (715) 246-7529 JOB NO. 06 052 A ~ S89 33'37'W 549.45 I 516.45' 33.00' dL a~ ~o ° LO/T4 pq1 ~i Z~ * NEWRICHMOND I 516.5T WI S89°33'37W 549.57' 33.00' " SURV~ Q(' I sls LEGEND M(r[IPLATTED LANDS W - INDICATES SECTION CORNER MONUMENT `rnc~; AS NOTED) b v~l • - INDICATES 1' IRON PIPE FOUND ~I O - INDICATES 1.25" X 24' ( OUTSIDE DIAMETER) IRON PIPE WEIGHING 1.68 LBSILIN. FT. SET - • - - PROPOSED DRIVEWAY r :NER: INDICATES 50' ST. CROIX COUNTY SETBAC ESTHER RAPP REVOCABLE TRUST1 LINE FROM RIGHT-OF-WAY LINE C/O RENAE BUONI E Y CORNER , 8f'3TARSEN LANE / SECTION 29, N, WI 54018 (ALUMINUM CAP FOUND) 0' 200' 400' 600' SCALE IN FEET 1"= 2W , THIS INSTRUMENT DRAFTED BY: KRISTIN J. GRANBERG SHEET 1 OF 2 Vol 21 Page 5280 1 of 2 Parcel 018-1064-30-100 05/29/2007 10:55 AM PAGE 1OF1 Alt. Parcel 29.29.17.436B-1 018 - TOWN OF HAMMOND Current X ST. CROIX COUNTY, WISCONSIN Creation Date Historical Date Map # Sales Area Application # Permit # Permit Type 02/22/2007 00 0 Tax Address: Owner(s): O = Current Owner, C = Current Co-Owner O - BUGNI, RENAE LOUISE RENAE LOUISE BUGNI 813 LARSEN LN HUDSON WI 54016 Districts: SC = School SP = Special Property Address(es): Primary Type Dist # Description 1677 CTY RD TT SC 2422 ST CROIX CENTRAL SP 1700 WITC Legal Description: Acres: 0.000 Plat: N/A-NOT AVAILABLE SEC 29 T29N R17W NW 1/4 OF NE NE AND Block/Condo Bldg: THAT PART OF THE NE NE LYING N AND E OF RR ROW AND SLY OF CTY RD TT Tract(s): (Sec-Twn-Rng 40 1/4 160 1/4) r 29-29N-17W NE NE Notes: Parcel History: Date Doc # Vol/Page Type 02/22/2007 845269 TD 02/22/2007 845268 TD 09/01/2006 833636 QC 02/27/2002 672284 1845/83 mor 2007 SUMMARY Bill Fair Market Value: Assessed with: 0 Valuations: Last Changed: 03/16/2007 Description Class Acres Land Improve Total State Reason Totals for 2007: General Property 0.000 0 0 0 Woodland 0.000 0 0 Lottery Credit: Claim Count: 0 Certification Date: Batch Specials: User Special Code Category Amount Special Assessments Special Charges Delinquent Charges Total 0.00 0.00 0.00