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HomeMy WebLinkAbout030-1075-60-000 v6'fsconan Dep'artmentof Commerce SOIL AND SITE EVALUATION Division of Safety and Buildings Page _L of Bureau of Integrated Services in accordance with s.,1LHR-83,09, Wis. Adm. Code 7.1 Attach complete site plan on paper not less than 8 1/2 x 11 inches in;Site, Plan mu t 'County / include, but not limited to: vertical and horizontal reference point (¢t1) drrecti ar percent slope, scale or dimensions, north arrow, and location and distahce to { parcel I. D. # APPLICANT INFORMATION - Please print all inf oration R Reviewed y^ ~S Date Personal information you provide may be used for secondary purposes trr't6 y'Qaw, s. 15.4 1) { l(il9 Property OwSn r ad" ciatiori , CT/ S ~ Ile it Govt Lot 5 1/4 N 1/4,S 7 T 36,N,R E (or)® Pro erty Owner's Mailing Address BI'ockV5 Subd. Namen Cs 13 ~1 C L a dclke sS ~ ~f e~ City, State Zip Code Phone Number ❑ City ❑ village ZI Town Nearest Road S~ m el Se r GUI x"/02 pis SY9-Sy~~/ S' ~s c f k0 b~ T 1. ~/t V,« S New Construction Use: © Residential / Number of bedrooms 7 Addition to existing building ❑ Replacement El Public or commercial - Describe: / Code derived daily flow " " -'bed, Recommended design loading rate e bed, gpd/ft2 ° b trench, gpd/ftz Absorption area required 12,00 bed, ft2 /000 trench, ft2 Maximum design loading rate f 'S bed, gpd/fiz trench, gpd/ft2 Recommended infiltration surface elevation(s) y3.0 gy' 7 ft (as referred to site plan benchmark) Additional design/site considerations 0f 6"" O ' Parent material PI H e~ ®w~ w F~ C O D ;Z Flood plain elevation, if applicable / ~y X ft S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system O S ❑ U 0S ❑ U [K S ❑ U As ❑ U ❑ S 19 1 ❑ S ® U SOIL DESCRIPTION REPORT Boring # Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench I 1 -10 OR - lp' L ms 1/4- c w ~ m - S gG,round 2)-eo O.S ✓i~L C~ ~7 eCl y •6ft. I so-.c7~ S-;p /Y f~ SL % Asik Depth to limiting factor 9o in. Remarks: Boring # 1 94 10' 7R 3/~ /y~ L lf~S~k ~uf c&V z m. 's 2 t 3s A0~k / S,~d 2r sf ~ yy f~ 1~q s On 4 s ; -Z 3 s Y 7., yX % /VA S~ 2 rns ,n,(,,, c w , s . 6 Ground Vs 82 /e iy )VA msV-61- P? L a s . ~ 4 _ elev. S' k2ld sTR /0 SL /ms-6k Y)tF - • d•V ft. , Depth to limiting faclor 700 in. Remarks: CST Name (Please Print) Signature Telephone No. r /'a - Pa //7 e Gy-~ ~ 7is = z sue- 3z o 3' 9 Address 317e- /7 2a,Lle S®A, f,,s e- Date ST Number PROPERTY OWNER hTi S X SOIL DESCRIPTION REPORT IL Page of 31 PARCEL I.D.# ' Boring # Horizon Depth Dominant Color Mottles Structure 2 Texture Consistence Boundary Roots in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench a0 2 e -.?6 X01 2 ms6k 177 aS f . S o d Ground ~;-$6 7 s"j'k % 1y14 YL 2 ms6k /7, ~l . ft. Depth to limiting j6 r in. Remarks: Boring # q Z 9-32 /1 0 J- -5- Ground y ye 90 1,17 S cosy /~iG - . 7 . `OV3 ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. Bed Trench Boring# o~q /G',V 3~? ///~M `3~ l8-,~2 /oY/~ 6 /YrF/ sr.G> zrnsa/~ rh a s ~ , s- 6 Ground 7 32-Y ~S IV/t J^ L. elev. 96.7 ft. Depth to limiting factor RAJ in. Remarks: Boring # Ground elev. ft. Depth to limiting factor in. Remarks: SBD-8330 (R. 07/96) PROPERTY OWNER C hrl° S W Yer SOIL DESCRIPTION REPORT 7 Page ~ , of ✓ PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Structure 2 in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots Bed Trench 0 /y14 L C64,1 '2h7 . S a. 2 ff-.?6 ~UMs-)~/j 1411 2mS6k /77f,- aS ~ • S ' a 6 Ground 6 1r14 YL 2 trls j~C - E S . t3 ~l v J ff. Depth to limiting j~6 ` in. Remarks: Boring # 1~ z 32 10M j~el, DO Z 2m s~ Ground ~8 yD ~'Of~S~ ! S USy /y!G ~~V3 ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Structure GPD/ft2 in. Munsell Qu. Sz. Cont. Color Texture Gr. Sz. Sh. Consistence Boundary Roots 1 Bed Trench Boring # ) o . y /Q,V 3/~ /Ala G A'7 . y . SS S ?Z -19 S-rR / 1111q S%Z ~2pssk m-r, c~ s Zh, o s Z 119-32 10y1C 6 J../- 2msk Ar, Q S ~ ~ Q s / Ground 7 32 S'Z lmsft A A elj3v g 7 ft. Depth to limiting factor RAJ in. Remarks: Boring # Ground elev. ft. ' Depth to limiting factor in. Remarks: SBD-8330 (R. 07/96) 2121 Wisconsin Department of Commerce SOIL EVALUATION REPORT Page 1 of 2 Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code A.C.E. Soil & Site Evaluations Attach complete site plan on paper not less than 8'/: x 11 inches in size. Plan must County St. Croix irtdude, but not IkAW to: vertical and horizontal reference point (Brij, dhecdion and Parcel I.D. percent slope, scale or dimerreions, north arrow, and location and distance to nearest road. 0 -1075-60-000 Please print all information. Rev' wed Date Pereonal irdormal on you provide may be used for secondary purposes (Privacy Law, s.15.04 (1) (m)). Z Property Owner Property Location Christopher J. Weyer Govt Lot SE 19 NE 1/4 S 27 T 30 N R 19 W Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# 1351 Co. Rd. I Proposed GSM City State Zip Code Phone Number I City J Village tM Town Nearest Road Somerset WI 54025 (715) 549-5464 St.Joseph Awatukee Trail New Construction Use: r' Residential / Number of bedrooms 4 Code derived design flow rate 600 GPD J Replacement Public or commercial - Describe: Parent material Flood plain elevation, if applicable Na General comments and recommendations: Evaluation completed to verify physical location and viability of soil evaluation report completed by B. Pamel dated 10/08/98. See Memo page. a Boring # Boring Pit Ground Surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Shucture Consistence Boundary Roots GPD/W In. Munsell Qu. Sz. Corti. Color Gr. Sz. Sh. "Eff#1 ff#2 Z7Z Effluent #1 = BOD? 30 < 220 mg and TSS 30 < 150 mg/L • Effluent #2 = BOD < 30 mg/L and TSS S30 mg/L CST Name (Please Print) nature: CST Number James K. Thompson 3602 Address A.C.E. Soil & Site Evalua ' Date Evaluation Conducted Telephone Number 340 Paulson Lake Lane, Osceola, Wl 54020 5/27/2008 715-248-7767 2121 of 2 PROPERTY OWNER: Christopher 1. Weyer SOIL AND SITE EVALUATION Page ~ PARCEL I.D.# 030.1075-60-000 A.C.E. Soi18a Site Evaluations REPORT MEMO Evaluation completed 5/30/08 to verify physical location of soil evaluation completed by Brian Pamell dated 10/08/98. No soil verification completed at this time. All five soil pits were found and are located as presented on the Soil Evaluation Report. Primary benchmark not found. Alternate benchmark - top of 8"" wooden comer fence post - found and appears to be sound and in original condition. Soil loading rates indicated on report are based on previous code requirements. Adjusting design loading rates to comply with current code requirements will result in a system design of 0.6 gpd/sq.ft. It is recommended that 0.4 - 0.5 gpd/sq.ft. be applied to overcome weak sand loam soils in lower horizons. Contour elevations should be established prior to system design. _ I y ! C /Y X-1, - Y-i : I e i , i + f i 1 /r/J GO //IIC~ b rab J~nG~t ly►c. rw 2 ' 7D,~ G~°4e t Gor+~e~ oS7 E t tCo'n LYE aS~+ 4 SJ - - - + r + ire& r' Cale T } ' , - ~✓r~ L~T~ , re ~Y I i I 1 + i i a~!~ E i f I T ~ r f l rt I I I i 1 I~ ~ , w ! p~ I , , i , -~---___r_ ~ -~---~Q,-r--~, u T t { , r r , .N t + , + tJ 1 ~ Y j + , I i ,