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Home My WebLink About184-1001-80-000 (3)wisconsih Department of Commerce SOIL AND SITE EVALUATION oivis�oh,gf Safety and Buildings -bureau of Integrated Services in accordance with s. ILHR 83.09, Wis. Adm. Code Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and CX-/ percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parc I.D. # Page l of 6 APPLICANT INFORMATION - Please print all information. Re 'ewed by Date Personal infom7ation you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 1b Property Owner Property Location r ( 1 r1 Govt. Lot N 1 /a ! ir/ 1 /4,S 3 T,-�b ,N,R I S E (or) W Property OwniWs Mailing Address Lot # Block# Subd. Name or CSM# S yo I iJE��-N 4,L' /ivE. _ � - City State Zip Code Phone Number r-e"' Nearest Road ❑ City t� ViIllage [`� Town I %' ✓�� 3 5 �nq W L' C D y I "r! -7'�� 61y /� I�iVew Construction ❑ Replacement Use: Residential / Number of bedrooms Addition to existing building ❑ Public or commercial - Describe: Code derived daily flow — gpd Recommended design loading rate bed, gpd/fl2 trench, gpd/ft2 Absorption area required bed, ft2 trench, ft2 Maximum design loading rate bed, gpd/ft2 ' trench, gpd/ft2 Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) Additional design/site considerations Parent material .< - /-, eFlood plain elevation, if applicable ft S = Suitable for system � Conventional` Mound In -Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system ❑ S EYU ❑ S ❑ U ❑ S El'U ❑ S ET'U ❑ S 0'0 ❑ S SOIL DESCRIPTION REPORT Boring # Ground elev. I- ft. Depth to limiting factor Boring # a � Ground elev. ft. Depth to limiting factor min. Remarks: CST Name (Please Pri t) Address Horizon Depth in. Dominant Color Munsell Mottles Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/fie Bed Trench 0 'w Remarks: �ipoSi 5 f'-, 5`0/� /.G'/> �)F -77C -/ wrf L� Signature T 00 0 ,✓� Date CST Number �� PROPERTY OWNER LL Alf 2� S. SOIL DESCRIPTION REPORT PARCEL I.D.# Page L of �7— •T. Boring # Ground elev. ft. Depth to limiting factor _�in. Boring # Ground elev. ft. Depth to limiting factor -CLiin. Boring # Ground elev. ft. Depth to limiting tact Trin. Boring # Ground elev. ft. Depth to limiting 12-Afa in. Horizon Depth in. Dominant Color Munsell Mottles Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots f z Bed Trench 3 rv-sue 7 Remarks: <' l 1 / ! ! 1 K ( 04 c Vv" Remarks: Horizon Depth in. Dominant Color Munsell Mottles Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/tt� Bed Trench Ir' ,, r -r ,y f - 3' - rs, -7`yam N `T 'r'h . W r l� i '4 C Remarks: ; j C o , rc C 5 iu - � ' �` 7.s ` t2 � � r r C_ 3 Remarks: SBD-8330 (R. 07196) PROPERTY OWNER ''i o�-S (f SOIL DESCRIPTION REPORT vt"ARCEL I.D.# Page ? of 4— Boring # Ground elev. ft. Depth to limiting fact r in. p�Boring # S6°p� Ground elev. ft. Depth to limiting factor _f _`-in. Boring # Ground elev. ft. Depth to limiting factor —0 in. Boring # Ground elev. tt. Depth to limiting factor in. Horizon Depth in. Dominant Color Munsell Mottles Qu. Sz. Cont. Color Texture Structure Gr, Sz. Sh. ,Consistence Boundary Roots 2 Bed Trench il S b� F c�S Remarks: 0 Remarks: Horizon Depth in. Dominant Color Munsell Mottles Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 Bed . Trench �'j S Remarks: Remarks: SBD-8330 (R. 07/96) Wisconsin Department of Commerce SOIL AND SITE EVALUATION Division of Safety and Buildings Page n' Bureau of Integrated Services in accordance with s. ILHR 83.09, Wis. Adm. Code Attach complete site plan on paper not less than B 1l2 x 11 inches in size. Plan must County include, but not limited to: vertical and horizontal reference point (BM), direction and percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Parcel I.D. # APPLICANT INFORMATION - Please print all information. Reviewed by Date Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location Govt. Lot V4 114,S T N,R E (or) W Property Owners Mailing Address Lot # I Block# Subd. Name or CSM# City State Zip Code Phone Number ❑ City ❑ Village ❑ Town Nearest Road ❑ New Construction Use: ❑ Residential I Number of bedrooms Addition to existing building ❑ Replacement ❑ Public or commercial - Describe: Code derived daily flow gpd Recommended design loading rate bed, gpd/ft2 trench, gpd/ft2 Absorption area required bed, ft2 _trench, ft 2 Maximum design loading rate bed, gpd/ft2 trench, gpd/ft2 Recommended infiltration surface elevation(s) ft (as referred to site plan benchmark) Additional design/site considerations Parent material Flood plain elevation, it applicable ft S = Suitable for system Conventional Mound In -Ground Pressure AT -Grade System in Fill Holding Tank U = Unsuitable for system ❑ S ❑ U ❑ 5 ❑ U ❑ S ❑ U I ❑ S ❑ U ❑ S ❑ U ❑ S ❑ U Boring # Ground elev. ft. Depth to limiting factor in. Boring # Ground elev. ft. Depth to limiting factor -in, SOIL DESCRIPTION REPORT Horizon Depth in. Dominant Color Munsell Mottles Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ft2 Bed Trench Remarks: Remarks: CST Name (Please Print) Sigrature Telephone No. Address Date CST Number �yro� �V- 9 S r , 7nn4.4-j-S 4#vId P Cn • F1 •4 s-g o }�d�pl�i S-SO.f 7?7 V -19 10 v bpi rum" �9 ' Lff 6-Fyq F"PH f 7 „o /, -2-- evy _ �-� 0 �';� �� 'rrrr�urr■ -- November 2, 1998 Lance Gurney Village of Spring Valley P.O. Box 275 Spring Valley, WI 54767 RE: Onsite verification Dear Mr. Gurney: ST. CROIX COUNTY WISCONSIN ZONING OFFICE ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI W16-7710 (715) 386-4680 This letter is regarding the onsite inspection requested by Bennie Helgeson on property owned by the Village of Spring Valley located in the NE 114 of the NW Y4, Sec. 31, T28N- R15W, Town of Cady, St. Croix County, Wisconsin. On October 27, 1998, 1 verified the soil conditions as described in the soil and site evaluation report by Bennie Helgeson dated October 21, 1998. 1 inspected the four borings left open by Bennie. The soil descriptions of the borings investigated were similar to one another. Bennie did indicate that he tested other areas of the property and found that the borings were unsuitable for any type of septic system installation because of estimated high ground water and strong platy structure. My findings revealed that the site is unsuitable for a septic system to be installed in the soil conditions described, according to the state plumbing code— COMM 83. Holding tanks are prohibited by ordinance for new construction. You should be aware of that the Department of Commerce is currently proposing a new COMM 83. Some of the new rule changes in the proposed COMM 83, if approved, may allow for a septic system to be installed on the property. If there are any question regarding this issue please contact me. Sincerely, t Rod Eslinger Assistant Zoning Administrator cc: Bennie Helgeson file