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HomeMy WebLinkAbout008-1067-20-000 (3) Wisconsin Department�- SOIL V Page 1 of 3 Division of Safety and BQ6.1ings 1 k In accordance dm.Code 0lQ Count, \\��L 3 ty St. Croix Attach complete site`�ian p >�'h x 11 inches in size. Plan must Include but not limit ;%;;24 ��reference point(BM),direction and Parcel I.D. 008106720000 Percent slope,scafajorr orth arrow,and BM referenced to nearest road. ;00 0 Please print all information Re iewe nb — Date Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)) -7 31 //Y Property Owner Property Location Paul& Chia Yang Govt.Lot NE %. SW v. s 23 T 28 N R 16 w Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# 2549 25th Ave City State Zip Code Phone ❑City ❑Village 0 Town Nearest Road Woodville WI 54028 612-916-6512 Eau Galle 25`" Ave. FO New Constru Use: 0 Residential/Number of Bedrooms Code derived design flow rate GPD Replacement ❑Public or Commercial—Describe: 17% 3a' Parent Material Loess over Till Flood Plain elevation if applicable N/A ft. General comments and recommendations: 1 Boring# Boring 0 Pit Ground Surface Elevation 100.0 ft. Depth to Limiting factor 7 in. Soil ADDlication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots QP D/ft� in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 I *Eff#2 1 0-7 10YR3/2 - SIL 2-m-gr mfr cs 3f 0.6 0.8 2 7-10 10YR3/2 7.5YR4/4 f-1-f SIL 2-m-gr mfr as 2f 0.6 0.8 3 10-16 10YR5/4 7.5YR4/6 c-1 A CL 2-m-bk mfr gs 2f 0.4 0.6 4 16-21 10YR4/4 10YR5/2&7.5YR4/6 m-2-p CL 2-co-bk mfi gs 1f 0.4 0.6 5 21-34+ 10YR4/6 10YR5/1&10YR5/8 m-2-p C 0-m mfi - - 0.0 0.0 2]Boring# 0 Boring ®Pit Ground Surface Elevation 101.0 ft. Depth to Limiting factor 9 in. Soil Aoolication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 'Eff#2 1 0-9 10YR3/2 - SIL 2-m-gr mfr cs 3f 0.6 0.8 2 9-12 1 10YR3/2 7.5YR2.512 f-1-f SIL 2-m-pi mfr as if e7,6 G-t -Q�&0, �- 3 12-20 10YR5/4 7.5YR5/8 f-1-d SICL 2-m-bk mfr gs if 0.4 0.6 4 20-24 10YR4/3 7.5YR5/8 m-2-p CL 2-co-bk mfi gs if 0.4 0.6 5 2448+ 10YR5/4 7.5YR5/8&10YR5/1 m-2-p C 0-m MAI - - 0.0 0.0 T-1 I I I I •Effluent#1=BODS>30:5220 mg/L and TSS>30:5 150 mg/L *Effluent#2=BOD,<_30 mg/L and TSS<_30 mg/L CST Name(Please Print) Signature CST Number Mark Iverson 46672 Address L Date Evaluation Conducted Telephone Number P.O. Box 155 Hammond,WI 54015 May 30,2014 715-796-5664 Property Owner Paul&Chia Yang parcel ID# 008106720000 page 2 of 3 3]Boring# ❑Boring 0pit Ground Surface Elevation 100.0 ft. Depth to Limiting factor 7 in. Soil ADDlication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots PD in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-7 10YR3/2 - SIL 2-m-gr mfr cs 3f 0.6 0.8 2 7-10 10YR3/2 7.5YR4/4 f-1-d SIL 2-m-bk mfr as 2f 0.6 0.8 3 10-16 10YR5/4 10YR5/8 f-1-f SIL 2-m-bk mfr gs if 0.6 0.8 4 1 16-28 10YR5/4 10YR5/8 c-1-f CL 2-co-bk mfr gs if 0.4 0.6 5 28-40+ 7.5YR4/3 7.5YR3/4 c-2-f CL 0-m mfi - - 0.0 0.0 11 Boring 4 Boring# Elpit Ground Surface Elevation 98.5 ft. Depth to Limiting factor 9 M. Soil ADDlication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. *Eff#1 *Eff#2 1 0-9 10YR3/2 - SIL 2-m-gr mfr cs 3f 0.6 0.8 2 9-13 10YR3/2 7.5YR4/4 f-1-d SIL 2-f-bk mfr as 2f 0.6 0.8 3 13-18 10YR5/4 10YR5/6 f-1-f SICL 2-m-bk mfr gs 1f 0.4 0.6 4 18-23 10YR5/3 10YR5/6 c-2-d CL 2-m-bk mfr gs 1f 0.4 0.6 5 23-31 10YR4/2 7.5YR4/6 m-3-p CL 2-co-bk mfr gs if 0.4 0.6 6 31-+48+ 10YR5/1 10YR5/6 m-2-p C 0-m mfi - - 0.0 0.0 Boring# ❑Boring 0pit Ground Surface Elevation 94.9 ft. Depth to Limiting factor 0 in. Soil ADDlication 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 0-8 10YR3/2 10YR4/6 f-1-d SIL 2-m-bk mfr as 2f 0.6 0.8 2 8-15 10YR5/4 10YR5/8&5/2 c-2-p SIL 2-m-bk mfr gs if 0.6 0.8 3 15-21 10YR5/6 10YR5/1&7.5YR4/6a2-p SICL 2-m-bk mfr gs if 0.4 0.6 4 21-28+ 10YR4/6 7.5YR5/8&10YR5/1 m-3-p CL 0-m mfi - if 0.0 0.0 *Effluent#1=BOD5>30:5 220 mg/L and TSS>30:5 150 mg/L *Effluent#2=130135:5 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. Page 3 of 3 0 ft. 24 ft. 40 ft. 80 ft. N Sewer Pip Hou se BM#3-Bottom of sidin BM#1-Top of 3/4"PVC Pipe 116.7' ge 100.0' torov 216 1 O O B-1 ,1 BM 100.0 of 3/4" C Pipe 102 B-5 94.9' M B-4 B-2 98.5' 101.0" B-3 100.0' D� D� 99` Property Line> 50'from the proposed location • =Ground Surface Elevation BM#&Description = Bench Ma JB- - Bor in Location & Elevation Elevation - 9 Owner: Paul&Chia Yang Site Information: Completed By: Mark Iverson, PSS#197 2549 25th Ave NE1/4, SW1/4, S23, T28N, R16W 680 Larcom Street Woodville,WI 54028 Town of Eau Galle Hammond, WI 54015 St. Croix County 715-796-5664 Phone: 715-781-1850 CST#46672 0 0 / m 2 *k r 0 7 7 ( 0 ° 0 [ § 8 Q . e i E » \ A k o \ k § [ ; E E - 7 0) § § § 0 k k j ■ / k ~ § » o kk \k k\ i® ° o - E ® � ' ■ ei / § / % E � G 7 k e e e lot % § m \ § § S CL z § § § § o CO) 0 0 / ! ■ � M � M 0 0 0 0 % �. 0 / % § E B » § ■ ■ ■ < m § 7 M Ct k ' 4 a @ § ' g § ƒ 0 m � k� � 2 2 �. e m e { m m #I0 ■ ] m 2@m § [EE � § 3 k \/ / 0 B } kk k � R Jt ; z ¥ [k � m CD m w z /CD 0f / 0) g CR z CD � _�fu fu (A w > $ *g[� R # f CL 90 o o-C, z % 2&&26 ƒ /-.3 \ 90 C& § k(D «3(CD 0 ©§ R« J [£ e a 2 cr ; 5 § Ea �'a § ��//� / § ' ; { 0 < % § \ \ i ► DIVISION OF INDUSTRY SERVICES r�gyARTAT ,T 10541N RANCH ROAD ♦ Op c�5 HAYWARD WI 54843 Contact Through Relay 3 K www.dsps.wi.gov/sb/ www.wisconsin.gov �OFFSSiovA�s�` Scott Walker,Governor Dave Ross,Secretary July 14,2014 CUST ID No. 46672 ATTIC•POWTS Building Inspector MARK W IVERSON ZONING OFFICE EVERGREEN IRRIGATION INC ST CROIX COUNTY SPIA PO 155 1101 CARMICHAEL RD 14AMMOND WI 54015 HUDSON WI 54016 (Please forward a copy of this letter to the fare department conducting inspections of this project.) CONDITIONAL APPROVAL PLAN APPROVAL EXPIRES: 07/14/2016 Identification Numbers Transaction ID No.2424319 SITE: Site ID No. 803884 Paul&Chia Yang Please refer to both identification numbers, 2549 25TH Ave above,in all correspondence with the agency. Town of Eau Galle St Croix County NEIA, SW1/4, S23,T28N,R16W FOR: Object Type: Soil Saturation Determination Regulated Object ID No.: 1492882 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. Only those object types listed above have been approved;other submittals such as plumbing and those listed below under Also Submit, may also be required. The following conditions shall be met during construction or installation and prior to occupancy or use: • Approval is hereby granted to use a depth to zone of saturation of 7 inches,as determined by the certified Soil P•0 � Tester in the May 30,2014 Interpretive Report by Mark Iverson,CST,for designing soil absorption components. The CST's report was submitted in accordance with section SPS 385.60(2),Wis.Adm.Code. All CondittO soil absorption components shall be in accordance with chapter SPS 383,Wis.Adm.Code. P I • Hydrologic conditions at this site require a linear loading rate not to exceed 4.5 gal./lin.ft./day and a basal loading rate not to exceed 0.6 gal./sq.ft./day. P PSECZOR'�E�ARIMENS OF N• Soil permeability could be impaired by compaction in the tested area;therefore,the proposed system area mube protected from compaction prior to system installation. E• This approval is limited to the tested area described by Mark Iverson,CST,as part of this referenced Interpretive Report. This report may not be applied to any other portion of the subject parcel or to other parcels. Reminders • The decision on the Interpretive Determination Report does not have an expiration date. 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. In granting this approval,the Division of Industry 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 code compliant component. The Division does not take responsibility for the design or construction of the reviewed items. MARK W IVERSON Page 2 7/14/2014 Inquiries concerning this correspondence may be made to me at the telephone number listed below,or at the address on this letterhead. We look forward to working with you to make this code-compliant construction. A full size 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 plan sets,a copy of this approval letter and index sheet shall be attached to plans that correspond with the copy on file with the Department. If these plans were submitted in an electronic form, the designer is responsible to download,print,and bind the full size set of plans along with our approval letter. A department electronic stamp and signature shall be on the plans which are used at the job site for construction. Sincerely, Fee Required$ 240.00 This Amount Will Be Invoiced. When You Receive That Invoice, E win A Taylor Please Include a Copy With Your Wastewater Specialist,Integr Sery es Payment Submittal. (715)634-3484,Monday-Friday 8:00 am To 4:30 pm WiSMART',code:7633 edwin.taylor@wisconsin.gov I I 4 t V INTERPRETIVE DETERMINATION REPORT Property Owner: Paul& Chia Yang 2549 25`'Ave Woodville, WI 54028 Site Location: NE '/4 of the SW '/4, Sec. 23,Town 28N, Range 16W Town of Eau Galle St. Croix County Prepared by: Iverson, PSS #197, CST#46672 June 27, 2014 rJ Date Evergreen Irrigation Inc. NED Mark Iverson,Professional Soil Scientist r cti P.O. Box 155 AN 1 1NGs Hammond, WI 54015 Phone: 715-796-5664 ENC Fax: 715-796-5246 ' e-mail: ever reenetc Baldwin-telecom.net TABLE OF CONTENTS I. Introduction ...................... ..................................................................................... 1 II. Project Information................................................................................................. 1 III. Method.................................................................................................................... 1 IV. Discussion of Results.............................................................................................. 2 A. Local Hydrology.........................................................................................2 B. Geomorphology..........................................................................................2 C. Soil Disturbance and Hydraulic Modifications........................................... 2 D. Landscape Position and Local Topography................................................ 3 E. Soil Series and Mapping Units.................................................................... 3 F. Wetland Inventory Map.............................................................................. 5 G. Field Observations...................................................................................... 5 H. Comparative Analysis................................................................................. 6 I. Government Reports and Comments.......................................................... 6 V. Conclusions and Recommendations....................................................................... 6 VI. References................................................................ .................................... 7 TABLES rt�� Table 1 - Soil Series Charact"f cs Table 2 - Hydric Soil Classifi "bn FIGURES Figure 1 - USGS Topographic Map Figure 2 - Soil Map Figure 3 - Wetland Inventory Map APPENDICES Appendix A - Soil Evaluation Report I. INTRODUCTION On May 30, 2014 Mark Iverson,Professional Soil Scientist#197 and Certified Soil Tester#46672, completed an interpretive onsite soils evaluation. An interpretive evaluation is required because the site does not meet the requirements to install a new/replacement private on-site waste treatment system(POWTS)through completion of a conventional onsite soils evaluation(<A+4 inches of acceptable soil must be present). The onsite evaluation was completed through the observation of the soil profiles at five test pit locations. This report has been prepared to present the results of an interpretive onsite soils evaluation. The evaluation was completed at the request of the client,Paul Yang. The property is located on 25`"Ave., 1/2 mile west of Co. Hwy. B in the Township of Eau Galle, St. Croix County,Wisconsin. II. PROJECT INFORMATION The following is site-specific background information: Property Owner: Paul& Chia Yang 2549 25`"Ave Woodville, WI 54028 Site Location: NE '/4 of the SW '/4, Sec. 23,Town 28N, Range 16W Parcel ID#008-1067-20-000 Town of Eau Galle St. Croix County Historic Land Use: Fallow Field(Not tilled for more than 10 years) Current Land Use: Fallow Field Vegetation: The vegetation within the tested area consists of miscellaneous grasses. There are no signs of stress within the tested area due to excess. Hydric vegetation was not observed within the project area. III. METHOD This interpretive evaluation and report was completed following the guidelines set forth in Comm 85.60(2) of the Wisconsin Administrative Code and in the summary provided by Leroy Jansky titled,"Preparing the Interpretive Determination Report"(March 13, 2002). 1 IV. DISCUSSION OF RESULTS A. Local Hydrology 1. Surface Water Drainage Patterns—Minimal surface water drainage is received over the majority of the tested area. This is because the proposed location of the POWTS is near the nose of the slope. There is a possibility to receive some surface water from upslope however most of the surface water runs off via the sideslopes. The proposed system location is on the backslope within the hillslope profile position. The slope within the proposed system area is approximately 3 to 6%. 2. Subsurface Water Drainage-The silt loam texture and lack of compaction within the surface horizon of the fallow field offers good infiltration and lateral movement of precipitation received on site. Compaction was not observed in most of the soil profiles, with the exception of boring#2 which had slight compaction in the lower three inches of the surface horizon. 3. Artificial Drainage Devices—No artificial drainage devices were observed during the completion of the evaluation. 4. Contributing Drainage Area—The proposed system area is located on the backslope of the hill slope profile. The summit of the profile is located greater than 100 feet east of the proposed installation contour. There is contributing drainage area up slope of the tested area. A surface water diversion ditch is recommended to be constructed to limit the effects of potential surface water received from upslope. 5. Soil Saturation—Saturated soil was not observed in any of the test pits completed the day of the soil evaluation. Soil test pits that were completed the week earlier were filled with water to within 18 inches of the surface. 6. Surface Water Elevations- Surface water within the immediate vicinity of the site, if present,has been identified on Figure 1. B. Geomorphology 1. Parent Material—The parent material is loess over glacial outwash/till. 2. Landform Type—Ground moraines. C. Soil Disturbance and Hydraulic Modifications The proposed system location is in a fallow field. No hydraulic modifications, such as drain tile or ditches,were observed at the time of the assessment. No additional surface water is received from impervious surfaces. 2 i D. Landscape Position and Local Topography The regional topography is shown on figure 1. The ground surface elevation is approximately 1140 feet mean sea level (msl). The topography within the proposed system area is shown on the site map included in Appendix A. The proposed system elevation is 100.0 (site specific elevation). The shape of the slope within the proposed system area is linear(perpendicular to the contour) and convex(parallel to the contour). FIGURE 1 —USGS TOPOGRAPHIC MAP Ilk= I u t F Y w .y .0p 111d id 1: E. Soil Series and Mapping Units The Natural Resources Conservation Service Web Soil Survey maps the soils on the property and within a reasonable distance of the house as Freeon Silt loam (FoB),Magnor silt loam(MaB),and Skyberg silt loam(SrA). The location of 3 each soil type is identified on Figure 2. The primary soil characteristics as described in the series descriptions are identified on the Table 1. TABLE 1 —SOIL SERIES CHARACTERISTICS Texture Parent Material Permeability Soil A E or B Surface Subsurf. Surface Subsurf. Drainage Series Horizon Horizon Class Fo SIL L/SL silty Sed. Till M MS MW Ma SIL SIL Loess Till M MS to S SP Sr SIL SIUSICL I Loess 1 Till MS or-S MS or S SP Abbreviations Permeability IM=Impermeable MS =Moderately Slow RA=Rapid VS =Very Slow M=Moderate VR=Very Rapid S = Slow MR=Moderately Rapid Drainage Class VP =Very Poorly W=Well P=Poorly SE= Somewhat Excessively SP= Somewhat Poorly E=Excessively MW=Moderately Well Table 2_-H dric Soil Classifications NRCS-USDA Soil Series Component Inclusions USACOE Fo No None No Ma No Adolph No Sr No Auburndale No USACOE=US Army Corps of Engineers FIGURE 2—SOIL MAP 4 The soil on site does not meet the hydric soil criteria. The lack of hydric soils indicates that the soil is likely not saturated for greater than 5%of the growing season(approximately 7 consecutive days). A dominance of hydrophytic vegetation was not observed within the proposed system area. The lack of these features does not preclude the possibility that the soil is saturated for a prolonged period of time prior to or on occasion during the growing season. H. Comparative Analysis Soil borings(B-1,B-2, B-3 and B4)were completed within the proposed system area. An additional boring was completed down slope(B-5)of the proposed system area. The texture and structural features of boring 5 were similar to that of the tested area. The redoximorphic features in boring 5 were present at the surface indicating that the area downsiope is saturated to the surface for a longer period of time. I. Government Reports and Comments No other government reports have been observed for this property. V. Conclusions and Recommendations Seasonal saturation appears to be limited to greater than 7 inches below surface within the proposed system area,the majority of the time. The lack of soil dominated by low chroma colors within the proposed system area indicates that the redoximorphic features observed are not due to a high water table or perching conditions. The cause of the redox features observed in the test pits is most likely attributed to short-term seasonal saturation due to slow permeability of the dense glacial subsoils. The site is suitable for installation of a POWTS (mound system)for the following reasons: 1.) Redoximorphic features were not observed in the upper 7 inches of soil within the proposed system area. 2.) Neither hydric soils nor a dominance of hydrophytic vegetation are present within the proposed system area. 3.) The slope at the proposed system location is approximately 3 to 6%. The slope is uniform with no dips or valleys at the proposed system location. 4.) The lack of soil dominated by low chroma colors indicates that the redoximorphic features observed at depth are due to temporary seasonal saturation and not from a permanently high water table or perching condition. 6 F. Wetland Inventory Map The Wisconsin Department of Natural Resources surface water viewer was reviewed to identify wetlands mapped on the property. The wetland inventory map is included as figure 3. Wetlands are mapped on the west side of the property however none were identified near the test location. FIGURE 3—WETLAND INVENTROY MAP r G. Field Observations The soil present within the proposed system area is dissimilar to the description of the mapped soil units,Magnor and Freeon,identified on the Natural Resources Conservation Service Web Soil Survey. The A horizon extends 10 to 13 inches below surface within the proposed system area(Borings 1, 2, 3, and 4). Medium,moderate granular structure is dominant in the top of the surface horizon extending to a maximum depth of 7 to 9 inches. Redoximorphic features were observed in the second horizon. The second horizon had primarily moderate granular and blocky structure with the exception of boring#2 which had moderate platy structure. The clay content increased below the topsoil. Moderate soil structure is present to a maximum depth of 21 to 28 inches below surface where massive clay and clay loam soil are encountered. 5 The following recommendations should be considered during installation of the proposed system: 1. The system should be installed on the 100.0' contour to stay within the tested area. 2. Sand fill shall consist of 2.5' of material meeting ASTM C-33 specifications. 3. To break up the surface and the platy structure observed in boring 2 tillage must be completed with a chisel plow to a minimum depth of 12 inches below native ground surface during dry conditions after placing 3 to 4 inches ASTM C-33 soil over the infiltration surface. 4. The basal loading rate shall not exceed 0.2 GPD/ft2. 5. The system shall be designed to have a linear loading rate of 4.5 GPD/ft or less. 6. The system should be designed for a four bedroom house. 7. The system will follow the contour and be slightly concave. The final approval of this site must be made by the Wisconsin Department of Commerce and the St. Croix County Zoning Department. This report represents the observations and professional opinion of Mark Iverson, Professional Soil Scientist(#197)and Certified Soil Tester(#46672). VI. REFERENCES 1.) Soil Survey Staff,Natural Resources Conservation Service,United States Department of Agriculture. Web Soil Survey. Available online at http://websoilsurvey.nres.usda.gov/(accessed 6/19/2014). 2.) State of Wisconsin. Department of Commerce Code, Chapters 83 and 85. 3.) US Department of Agriculture,Natural Resources Conservation Service. 1996. Field Indicators of Hydric Soils in the United States. G.W Hurt, Whited, P.M., and Pringle, R.F. (eds,). USDA,NRCS,Fort Worth, TX. 4.) Schoeneberger, P.J., Wysocki, D.A.,Benham, E.C., and Broderson, W.D. (editors), 2002. Field book for describing and sampling soils,Version 2.0. Natural Resources Conservation Service,National Soil Survey Center, Lincoln,NE. 5.) United States. Us Geological Survey. Topographical downloaded from http://terraserver.microsoft.com/ 6.) St. Croix County. St. Croix County Land Information System. hitp://72.21.230.178/website/­p--asystem/jzisportal.htm 7.) United States. United States Department of Agriculture-Natural Resources Conservation Service. Hydric Soil List for St. Croix County, Wisconsin. ftp://ftp-fc.sc.egov.usda.gov/WI/Soil/hyd/hydIO9.htm 7 8.) United States. Us Army Corps of Engineers. 1987. Corp of Engineers Wetland Delineation Manual, Technical Report Y-87-1. USAEWES Environmental Laboratory, Vicksburg, MS. 9.) Wisconsin Department of Natural Resources. Wisconsin Department of Natural Resources—Surface Water Viewer. Wetland Maps. ham://dnrmaps.wisconsin.Rov/imf/imf j sp?site=SurfaceWaterV fewer 8 APPENDIX A SOIL EVALUATION REPORT 9