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HomeMy WebLinkAbout022-1026-20-100 (2) f `° c-,q'�1 ` SOIL EVALUATION REPORT #1242 �a' Department of y and 'S��Vl Page 1 of 3 a _ Division of Safety a • rl Keith E.Stoner r. O Q.. in accordance with Comm 85,Wis.Z.Code County Attach complete site ply' dTi aper not less than 81%x 11 inches in size. Plan must St.Croix include,but not lim vertical and horizontal reference point(BM),direction and percent slope,scald or dimensions,north arrow,and location and distance to nearest road. Parcel I.D. 022-1026-20-100 Please print all information. R iewed D Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Property Owner Property Location SA-e .q Julie&Scott Andrzejczak Govt.Lot 1/4, 114,S8,T28N,R1 8W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 1105 Coulee Trail I CSM Vol. 10 Pg.2897 City State Zip Code Phone Number ❑ City ❑Village ® Town Nearest Road Roberts I WI 1 540231 Kinnickinnic 1 1105 Coulee Trail ®New Construction Use: ❑ Residential/Number of bedrooms Code derived design flow rate 460 GPD ❑Replacement ® Public or commercial-Describe: See attached-Winery tours&wine Parent material Loamy till over Sandy Residuum Flood plain elevation,if applicable NA ft. General comments Propose a 6 x 77'mound cell located along the 100.50'contour with a system elevation=101.50'. Upslope contour staked onsite. and recommendations: Q v, /, 2A a Boring# ❑Boring ®Pit Ground surface elev. 102.18 ft. Depth to limiting factor 29 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft= in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. -811" 'EfW 1 0-10 10YR3/2 - sil 2msbk mvfr a 3f-m 0.6 0.8 2 10-15 10YR3/2 - sil imsbk mvfr gs 3f-m 0.4 0.6 3 15-29 10YR4/4 - sl 2msbk mvfr gs 2f-m 0.6 1.0 4 29-32 10YR3/4 - sl imsbk mvfr gs if-m 0.4 1 0.7 5 32-64 10YR5/4+8/1 f2d5YR5/8 sr Is Osg ml - - 0.7 1.6 I I - t-- #5-very dense and compacted. High moisture content. a Boring# Boring ®Pit Ground surface elev. 96.97 ft. Depth to limiting factor 24 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. 'Eff#1 *EffIn 1 0-7 10YR3/2 - sil lmsbk/lmpl mvfr cs 3f-m 0.4 0.6 2 7-13 10YR3/4 - sil 2msbk mvfr gs 3f-m 0.6 0.8 3 13-24 10YR4/4 - sit 2msbk mvfr gs 2f-m 0.6 0.8 4 24-29 10YR4/4 c2d5YR5/8 sil 2msbk mvfr gs if-m 0.6 0.8 5 29-37 10YR3/4 f2d5YR5/8 sl lmsbk/m mvfr gs if 0.2 0.6 6 37-61 10YR5/4+8/1 f2d5YR5/8 sr Ifs Osg ml - - 0.5 1.0 #6-very dense and compacted. High moisture content. Effluent#1=BODS>30<220 mg/L and TSS>30<150 mg/L A Affluent#2:=BODS<30 mg/L and TSS<_30 mg/L CST Name(Please Print) Signature: CST Number Keith E.Stoner 224059 Address Keith E.Stoner Date Evaluation Conducted Telephone Number 23220 Wood Creek rd.Siren,WI 54872 7/23/2014 715$53-2324 SBD4330(R 11/11) Property Owner Julie&Scott Andrzejczak Parcel ID# 022-1026-20-100 Page__Z__of 3 ❑ Boring# ®Boring Pit Ground surface elev. 99.00 ft. Depth to limiting factor 24 in. ISoil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ftz in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-4 10YR3/2 - A 2msbk mvfr cs 3f-m 0.6 0.8 2 4-12 10YR3/2 - sil 2fsbk mvfr gs 3f-m 0.6 0.8 3 12-24 10YR4/4 - sil 2msbk mvfr gs 2f-m 0.6 0.8 c2d5YR5/8 - 0.8 1 YR4 4 sil 2msbk mvfr s 1f m 0.6 24 28 0 / 9 4 7.5YR6/2 YR4 4 c2d�/8 Sid 2msbk mfr s if 0.4 0.6 5 28-42 10 9 / w limestone 6 42-61 10YR3/4 saturated sl imsbk mvfr gs - 0.4 0.7 7 61-82 10YR5/4 - sr s OSg ml - - 0.7 1.6 F ❑ Boring '4 ] Boring# ®Pit Ground surface elev. 97.79 ft. Depth to limiting factor 30 in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Efr#1 *Eff#2 1 0-5 10YR3/2 - SO impl mvfr a 3f-m 0.4 0.6 2 5-10 10YR3/2 - A lfsbk mvfr gs 3f-m 0.4 0.6 3 10-30 10YR4/4 - sil 2msbk mvfr gs 2f-m 0.6 0.8 4 30-45 10YR4/4 cld5YR5/8 sil/sid 2f-msbk mvfr gs if-m 0.4 0.6 5 45-49 10YR4/4 - Is Osg ml gs if 0.7 1.6 6 49-80 10YR5/4 - s OSg ml - - 0.7 1.6 #6-with inclusions of fractured bedrock. Limestone saturated with moisture running out. F-1 El 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/fF in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Ef#1 *Ef#2 *Effluent#1=BOD?30<220 mg/L and TSS>30<150 mg/- *Effluent#2=BODS<30 mg/l-and TSS-s-30 mg/L The Department of Safety and Professional Servicese is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate format,contact the department at 608-266-3151 or TTY through Relay. Page 2b of 3 Sizin g Calculations for Julie and John Andrzejczak's Wine Tasting Facility at their Winery Julie and John have county approval to provide tours of their winery that will include wine tasting at the end of the tour. The approval limits the amount of wine to be tasted to one ounce portions. The tasting will coordinate around the wine harvesting season and into the fall. They plan on opening their doors to the public three months out of the year to include September, October and November. The facility will be open from 12:00 to 6:00 pm. They plan on scheduling small groups every %a hour to 45 minutes with an estimated number of patrons at 85 per day. Sizing Calulo0ons• 2 Employees x 13 gallons =26 gallons 1 Floor drain near the utility area by the water heater x 25 gallons=25 gallons 85 patrons x 3 alons see note)=255 gallons Total estimated flow of 306 gallons x 1.5 design factor=459 gallon design flow. I Note: the 3 gallons per day flow rate for the customers was calculated using the dining hall from Table 4 of the Public Waster Flows Chart. Subtracting 2 gallons from the 5 gallons used for a dining hall with toilet waste and no dishwasher. Note: A DNR approved holding tank will be installed for non-domestic wastewater created through the wine making process. 2�0 � Z c°o 3� wN � oo �o II II II II m �y — tea h � pop. 10 J �o .0�1 0p rn Fb o n n £ a o � � 3 A O Q N Gj ey, av h• r n� n 4- O b yco� � a 1 N O - Ilk b -1 O h to oo Oqb a Q o 00 0 00 ,b 0 a � � m � a, w = a a � y y � o e a w W '„ pb 7Wt W � gx A m A a rn � N � N � w Q W QS A /� State of Wisconsin Scott Walker,Governor DEPARTMENT OF NATURAL RESOURCES Cathy Stepp,Secretary 101 S.Webster Street Telephone 608-266-2621 Box 7921 Madison WI 53707-7921 FAX 608-267-3579 WISCONSIN TTY Access via relay-711 DEPT OF NATURALRESOURCES wn C WED August 7,2014 E Project No. S-2014-0416 AUG 1201 4 Mr. Keith Knudtson 5T.GROIX GOUNN Knudtson Plumbing jOMMUN,,TY DF,VELOPMENT 927 1501h Street Roberts,WI 54023 Sub: Holding Tank Installation To Serve Wine Production Operation For Scott Andrzejczak-- Roberts,WI Dear Mr. Knudtson: I have received and reviewed your recent transmittal of completed WDNR form 3400-185 in reference to your proposal for installation of a new 2,000 gallon wastewater holding tank to serve the wine production operation for Mr. Scott Andrzejczak located at 1105 Coulee Trail, Roberts,WI. According to your transmittal,the proposed holding tank will be used to store non-domestic wastewater, and the stored wastewater will be hauled by Powers Liquid Waste to the New Richmond municipal wastewater treatment facility for ultimate treatment/disposal. Based on this review,the proposed holding tank installation is acceptable to the Department of Natural Resources. As part of this acceptance,please also review and discuss the conditions of approval as outlined on page 3 of WDNR form 3400.185 with the owner prior to installation/startup of the proposed holding tank. If any questions concerning this acceptance notice, please contact Steve Smith,WDNR Madison office,608/266-7580. Sincerely, /*�_�' Stephen J. Smith, P.E. Wastewater Section Bureau of Water Quality Cc: Mr.Scott Andrzejczak -- owner, 1105 Coulee Tr., Roberts,WI 54023 Mr. Kevin Grabau-- Admin.,St. Croix County Zoning Dept., 1101 Carmichael Rd., Hudson,WI 54016 Pete Skorseth -- Baldwin Service Center dnr.wi.gov wisconsin.gov Naturally WISCONSIN Printed on R so yole d Papa, 01 I g O ti E c �r c � c 7 w N. O V) N (n � mpW ddo 'Q� N Q C -cn U L 3 I' o M p N 110 �+ N pN� O L E N p` CL N p L.N.. N O d U 'Ct > CCa Uy•- U) > m U)0) �`o c 0 7YN EL my O S F NaS'E 'O CL 2120 Q C p Q > E 'O O o0 ,6 (6 Q c m— aUU m (4 I v v (D j Z E N o fn O (D O' v € O Z N Z y d ,� o N d m N ?-, rn H c c C7 rn 3 o z g 1 c o o� m Z v c »-� N H r it E E m a m N— `wJ _ N O N N V1 E •� d L L_ EEp C O O U O Z F-- Z n d 04 N L 0) d d = N � I d M O a+ Y O N H E I Lo c o a .n E L CL co ! - •►w rn. aa CL o Ca) a)m U) N J U rn rn o Z N .-� c 0 O O O O O I _ 3 O E N N N N U 0 0 p C 6 O N V N I W n• o m Y 0 0 LO O d C 7 m Ei) c �l p 'O U y p j (O O N V (D O O U III 0 O O E C -p N N N N N ' N — V 0 N pp C C O e co V' N C ti CD w Z (D Yom/ N C N N CN a) C ' ` O LO �O N p O (0 U CL .r I v ° ! L: a `IV rte+ E t c c °'3 3 t A (0) a O vii c°� � 0 7 \ § � 0 Co � o 0 { 28 ) § t 2f � � /k 2 r E to 2kƒ/ o � / \ E o / / k k _ / % a m Ea .. i 077 2 k k 7 ƒ o Lo � � & § § / $ 2 § / k / E � k pE § 2 ] I 2 8 & o J ) § E © ■ ■ _E2 2 00 § E a a a ' k 0 B ' ƒ _ § CO) -j la 0 � § \ ® & § o co 2 � ■ � � / � \ J k ƒ � § / \ ! § a k e § § § 4 $ / 4 [ j } \ 0 / ` d c a § d 24 o ) / } J f 2 k . - « . / \ a 2 \ k k k ` ~ f , . , ■ ST. CROIX COUNTY " WISCONSIN ~� --- � ZONING OFFICE N N M M p N N p .,..d ST. CROIX COUNTY GOVERNMENT CENTER .,;,• _ 1101 Carmichael Road Hudson, WI 54016-7710 - (715 386-4680 __._._. March 2 , 1995 Ms. Nanci Johnson c 3S Century 21 706 19th Street South Hudson, Wisconsin 54016 RE: Water Inspection for Gordon Truesdill Address: 1105 Coulee Trail, Hudson, Wisconsin Dear Ms. Johnson: Enclosed is the original test results from Commercial Testing Laboratory, Inc. for a water inspection of the above property. If you have any questions with regard to said report, please do not hesitate in contacting me. Sincerely, Ma y J. enkins Assistant Zoning Administrator St. Croix County, Wisconsin mz Enclosure 'COMMERCIAL TESTING LABORATORY, INC. 514 Main Street, P.O. Box 526 Colfax, Wisconsin 54730 715 - 962 - 3121 800 - 962 - 5227 FAX - 715 - 962 - 4030 ST. CROIX COUNTY ZONING OFFICE REPORT NO.*# 79929/01 PAGE 1 ST.CROIX CTY GOV.CTR REPORT DATES 2/28/95 1101 CARMICHAEL ROAD DATE RECETVED*# 2/23/95 HUDSON, WI 54416 ATTN*# THOMAS C. NELSON OWNERS Gordon TruesdiLl LOCATION*# 1105 Coulee Trait, Hudson COLLECTORS M. Jenkins DATE COLLECTED*# 2-22-95 TIMiE COLLECTED*# 2*#I5pm SOURCE OF SAMPLE*# Kitchen faucet DATE ANALYZED*#2-23-95 TIME ANALYZED.2*400pm COLIFORM,MFCC*# 0 /100 ML INTERPRETATIONS BacterioLogicaLLy SAFE NITRATE-N'# 5 ppm Above 14 ppm exceeds the recommended Public Drinking Water Standard. Cotiform Bacteria/100 ml Nitrate-Nitrogen, mg/L LAB TECHNICIAN*# Pam Gane WI Approved Lab No. 19 DF.\NDEPEIpDEHr ' J` �O o zs ( Means "LESS THAN" Detectable Level Approved by*' OO PROFESSIONAL LABORATORY SERVICES SINCE 1952 7 t` f ST. CROIX COUNTY WISCONSIN -- `L ZONING OFFICE N x r I N 10■ ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road - Hudson, WI 54016-7710 (715) 386-4680 February 22, 1995 Ms. Nanci Johnson Century 21 706 19th Street South Hudson, Wisconsin 54016 RE: Septic Inspection for Gordon Truesdill Address: 1105 Coulee Trail, Hudson, Wisconsin Dear Ms. Johnson: An inspection of the septic system on the property of Gordon Truesdill located at 1105 Coulee Trail, Hudson, Wisconsin, was conducted today, February 22, 1995. At the time of inspection, the sanitary system appeared to be functioning properly. The inspection of this sewage disposal system was based upon a surface inspection of said system, and did not involve any excavating or chemical analysis. Accordingly, there is the possibility of hidden defects in the system not discoverable by this inspection. This does not in any way warrant or guarantee the continued proper functioning or operation of this system. It is recommended that the system should be pumped once every three years. Therefore, the prolonged life of this system may be dependent upon proper maintenance of the system. Also, water samples were taken. Once we receive the results we will forward the same on to you. Should you have any questions in the meantime, please do not hesitate in contacting this office. Sincerely, �4ft "Mary . Jenkins Assistant Zoning Administrator mz ST. CROIX COUNTY WISCONSIN _ ZONING OFFICE w u x u a u a u r rn.i ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016-7710 �. (715) 386-4680 G\Lj SEPTIC INSPECTION / WATER TEST REQUEST FORM /'ate C1 L�lease specify desired test(s) & remit appropriate fee with application. Outside water lines are often turned off during / winter months, making access to the home necessary. Please make arrangements with this office to insure that entry can be gained. ❑ Water (VOC's) $185. 00 J° Septic $50. 00 Water (Nitrate & Bacteria) 45. 00 ❑ Nitrate & Bacteria //�_ / retest $15. 00 Owner: I�M-40sj- _ /ue �1 Requested by: Address: / e T . Address: '70 ZIP W/ o ZIP /40 Telephone N°: (7tS ) 41aS-Crb,36 Telephone N°: ( ! Property address (Fire N° & Street) : //05 Co e- T�. Location: ;, , , Sec. , T N, R W, Town of Realty firm: Lock Box Combo Closing Date: 9. 9� 31 .�ten7 TO BE COMPLETED BY PROPERTY OWNER *PROVIDE A SKETCH OF HOUSE & SEPTIC SYSTEM ON REVERSE OF THIS FORM* Water sample tap location: Is the dwelling currently ccupied? ❑ Yes 0 No If vacant, date last occu led: Age of septic system: Septic tank last pumped by: Date: Previous Owner's Name(s) : Have any of the following been observed? ❑Y Slow drainage from house. ❑Y Sewage Back-up into dwelling. ❑Y NO Sewage discharge to ground surface or' road ditch. ❑Y Foul odors. Other comments relative to system operation: I certify that the above information is complete and true to the best of my knowledge. OWNERS SIGNATURE / , //I,,o��.1CY DATE:J:12—�S 1/94 OWNERS DRAWING OF HOUSE & SEPTIC SYSTEM LOCATION Vd 14 a TO BE COMPLETED BY INSPECTION AGENCY System design &/or permit on file? []Yes ONo Soil series per SCS Soil Survey: // sheet # Type of soil absorption system: ffBelow grd OAt-Grd ❑Mound Approx. size. ' X I OGravity ❑Dose OPressurized .. = Ft. ? OBed OTrench []Dry Well Molding Tank OOutfall pipe OBSERVED DEFICIENCIES []Other OUnknown Septic tank Setbacks: Mouse ✓ []Well OProp. line ✓ ❑Other Dose tank Setbacks: use Well OProp. line 00ther []Locking over []Warning a e - � Floats []Alarm ❑Elec. wiring Soil AbsorDtion System Setbacks: OHouse / ❑Well V OProp. line ✓ ❑Other ❑Ponding: /YL,0Xx__, ODischarge: / i General comments: INSPECTORS SKETCH OF SYSTEM LOCATION i Inspector �'t`" Title " a ° PF'" - LEGAL ST. CROIX COUNTY,WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF KINNICKINNIC COMPUTER NUMBER 022-1026-20-000 Parcel Number 9.28.18.139A OWNER NAME: First PHILLIP J Last SOSNOWSKI PROPERTY ADDRESS: Hse# 1/2 PD --Street Name-- Type SD Apartment SECTION 9 TOWN 28N RANGE 18W '/4160 ine 440 Description Line Description LOT BLK TOTAL ACREAGE 10.250 PLAT 01 SEC 9 T28N R18W SW SW 15 02 EXC PT TO CSM 10/2897 16 03 EXC AS DESC 1171/508 17 04 18 -14P jo 06 20 /��vll,�-<l 08 22 V" v � Z�3�D /�'�Z' � 09 23 10 24 11 25 12 26 13 27 14 28 F1-General, F4-Prev. Parcel, F5-Next Parcel, F7-Valuations, F8-History, F10-Exit LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF KINNICKINNIC COMPUTER NUMBER 022-1026-20-100 Parcel Number 09.28.18.1398 OWNER NAME: First BRENT J &TRACEY J Last HAWTHORNE PROPERTY ADDRESS: Hse# 1/2 PD--Street Name-- Type SD Apartment 1105 COULEE TR SECTION 8 TOWN 28N RANGE 18W %160 '/440 Line Description Line Description TOTAL ACREAGE 33.240 PLAT LOT BLK 01 SEC 8 T28N R18W 15 ON S LN TO SE COR SW SW SEC 02 PT NW SW &SW SW SEC 9 16 9; TH NLY ON E LN TO CL TN 03 PT NE SE&SE SE SEC 8 17 RD;TH NWLY TO POB 22.25AC 04 BEING LOT 1 CSM 10/2897 10AC 18 05 ALSO PARCEL A;COM NW COR LOT 19 06 1 CSM 10/2897 POB; TH S 10 20 07 DEG W 789.01'; TH N 88 DEG W 21 08 86.01'; TH N 10 DEG E TO CL 22 09 TN RD; TH ELY ON SD RD 85' 23 10 MOL TO POB-1.54AC 24 11 PARCEL B;COM NE COR LOT 1 25 12 CSM 10/2897 POB; TH S 01 DEG 26 13 W ON E LN SD LOT&SLY EXT 27 14 TO S LN SW1/4 SEC 9; TH ELY 28 F1-General, F4-Prev. Parcel, F5-Next Parcel, F7-Valuations, F8-History, F10-Exit