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HomeMy WebLinkAbout022-1026-20-100 SOIL EVALUATION REPORT #1242 � 1 3 ��"�, l i�$p=' Department of Per and }i15eMCeS Page 1 of 3 Division of Self, `a Keith E.Stoner In accordance with Comm 85,Wis.Adm.Code County Attach complete site pf g aper not less than 8%x 11 inches in size. Plan must St.Croix include,but not limit 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. F* Personal information you provide may be used for secondary purposes(Privacy Law,s.1504(1)(m)). ewed Property Owner Property Location Julie&Scott Andrzejczak Govt.Lot 1/4, 1/4,S8,T28N,R18W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 1105 Coulee Trail 1 I I CSM Vol. 10 Pg.2897 City State Zip Code Phone Number ❑ City ❑Village ® Town Nearest Road Roberts WI 1 54023 1 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",a 9 /'. ,bhl P- /� )>��� / — l{2l • 'A i„ , 7 ❑Boring i, Boring# Pit Ground surface elev. 102.18 ft. Depth to limiting factor 29 in. ® P 9 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 'EfW 1 0-10 10YR3/2 - Sit 2msbk mvfr a 3f-m 0.6 0.8 2 10-15 10YR3/2 - sit imsbk mvfr gs 3f-nn 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 0.7 5 32-64 10YR5/4+8/1 f2d5YR5/8 sr Is OS9 ml - - 0.7 1.6 #5-very dense and compacted. High moisture content. 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 `Eff#2 1 0-7 10YR3/2 - Sit imsbk/impl mvfr a 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 - sil 2msbk mvfr gs 2f-m 0.6 0.8 4 24-29 10YR4/4 C2d5YR5/8 sil 2msbk mvfr gs if-m 1 0.6 0.8 5 29-37 10YR3/4 f2d5YR5/8 sl imsbk/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 I uent#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 715-653-2324 SBD-8330(811/11) Property Owner Julie&Scott Andaejaak Parcel ID# 022-1026-20-100 Page__2_of 3 3]F ❑Boring Boring# ®Pit Ground surface elev. 99.00 ft. Depth to limiting factor 24 in. ISO Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/W in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Ef1#1 *Eff#2 1 0-4 10YR3/2 - SO 2msbk mvfr a 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 4 24-28 10YR4/4 c2d�/8 sil 2msbk mvfr gs if-m 0.6 0.8 7.5YR6/2 5 28-42 10YR4/4 c2d5YR5/8 w limestone sicl 2msbk mfr gs if 0.4 0.6 6 42-61 10YR3/4 saturated sl lmsbk 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. *Eff#1 *Eff#2 1 0-5 10YR3/2 - sil lmpl mvfr a 3f-m 0.4 0.6 2 5-10 10YR3/2 - sil lfsbk mvfr gs 3f-m 0.4 0.6 3 10-30 10YR4/4 - A 2msbk mvfr gs 2f-m 0.6 0.8 4 30-45 1OYR4/4 c1d5YR5/8 sil/sicl 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. ❑ Boring F-1 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/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 *Effluent#1=BOD?30<220 mg/L and TSS>30<_150 mg/L *Effluent#2=BOD5<30 mg/L and TSS<30 mgA. 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 Sizing Calculations for Julie and John Andrzejczak's Wine Tasting Facility at their Winery I I 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 Calulations: 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 gallons(see note)=255 gallons Total estimated flow of 306 gallons x 1.5 design factor=459 gallon design flow. 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. }} � W ¢ to M @& to § ■ iiii ® J§ � § ■ " v 7 $ G a �� o E _ � ■ © a� 0210 k § f q ■ g e A H � o � f © rn \ E # k o � /# § n O \( 7 g (42 A 00 _ k ) g � Nj / / @ 00 �. 2 o � E � / ) ( � ( \ IR � ( K � k ~ J � � \ ® k K f g ( ■ fD n � 2 t \ � P. k o 2 � w m � �� � State of Wisconsin DEPARTMENT OF NATURAL RESOURCES Scott Walker, Governor 101 S.Webster Street Cathy Stepp,Secretary Box 7921 Telephone 608-266-2621 FAX 608-267-3579 WISCONSIN Madison WI 53707-7921 DEPT.OF NATURAL RESOURCES TTY Access via relay-711 C NED August 7,2014 � Project No. S-2014-0416 Mr. Keith Knudtson ST,CROIX COUNTY Knudtson Plumbing yOMMUN.'Ty OFVELOPMENT 927 150th 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 I startup of the proposed holding tank. If any questions concerning this acceptance notice, please contact Steve Smith,WDNR Madison office,608/266-7580. Sincerely, I*L 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 Printedo^ Recycled Paper