Loading...
HomeMy WebLinkAbout032-2131-50-000 n� pp / I.1 'G'.f i�o� heU t €1/ `isCit `, SOIL EVALUATION REPORT #1637 Departmei t of Commerce Y nA in in accordance with Comm 85,Wis.Adm.Code Page 1 of 5 Division of Safety and Buildings NP.) Schmitt Soil Testing,Inc. County Attach com lele site pnn n aaaer?q tn� ss th 8%2 x 11 inches in size. Plan must St. Croix include,but no limited to:vertical and horizonta reference point(BM),direction and percent slope, scale ollierRQBioa ldlsHt 1 arrow and location and distance to nearest road. Parcel I.D. PLANNIW,7e(aING QF�sICE 032-2131-50-000 P wiMmation. eviewed D Personal information you provide may be used for secondary purposes(Privacy Law,s.15.04(1)(m)). Al/( V)-:' i 2/el i/° Property Owner Property Location Corder,Albert Sr.&Melissa Govt.Lot NW1/ , NW1/4,S3,T31N, R19W Property Owner's Mailing Address Lot# Block# Subd.Name or CSM# P.O. Box 1032 9 Oakwood Estates City State Zip Code Phone Number City 0 Village DA Town Nearest Road Palm Springs I CAI 92262 1 Somerset I 239Th Ave. E New Construction Use: DA Residential/Number of bedrooms 3 Code derived design flow rate 450 GPD E Replacement ❑ Public or commercial-Describe: Parent material Outwash brG ..e.R'`.'G ''..V NA ft. ,� � ,�,oo Flood plain elevation,if applicable General comments S,uO' ,rGxf� and recommendations: Area(within 61, B2,&B7)is suitable for a conventional system with a 0.6 gpd/sgft rate. System elevation for this area should be 42"below grade. 6 Boring# [1 Boring ® Pit Ground surface elev. 94.26 ft. Depth to limiting factor 115+ 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 0-9 10yr3/2 none sil 2mgr mfr as 2m,2f .6 .8 2 9-20 10yr4/4 none sil 2fsbk mfr gw 2f .6 .8 3 20-34 10yr6/4 none - sil lmsbk mfr gw if .4c .6 4 34-49 7.5yr4/4 none fsl lmsbk mfr cs .2 .6 5 49-115 10yr5/4 none ms Osg ml ---- .7 1.6 Ei 7 Boring# Boring ® Pit Ground surface elev. 95.96 ft. Depth to limiting factor 112+ 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 0-8 10yr3/2 none sil 2mgr mvfr as 2m,2f .6 .8 2 8-17 10yr4/3 none sil 2msbk mfr gw 2f .6 .8 3 17-28 10yr4/6 none sil 2fsbk mfr gw if .6 .8 4 28-62 10yr5/6 none s Osg ml gw .7 1.6 5 62-75 7.5yr4/6 none grsl 2msbk mfr cs .6 1.0 6 75-112 10yr5/6 none s Osg ml ---- .7 1.6 *Effluent#1 =BOD 5>30<220 mg/L and TSS>30<150 mg/L *Effluent#2=BOD 5<30 mg/L and TSS<30 mg/L CST Name(Please Print) Signature: CST Number Thomas J. Schmitt , �� 227429 Address Schmitt Soil Testing,Inc. Date Evaluation Conducted Telephone Number 1595 72nd Street New Richmond,WI 54017 7/9/2010 715-247-2941 SBD-8330(R.07/00) Page 2 of 5 Conducted by: Conducted For: Schmitt Soil Testing Inc. Name: Albert Sr. &Melissa Corder Thomas J. Schmitt, CST 227429 Address: P.O. Box 1032 1595 72nd St. City, State, Zip: Palm Springs, CA 92262 New Richmond, WI. 54017 Phone: 715-247-2941 Subd.Name: Oakwood Estates Signature Lot No.: 9 Date ? / / • 0 0 6 Legal Description: NW1/4 NW1/4 S3 T31N R19W Backhoe pit Township, County: Somerset, St. Croix County Bench Mark 1 El. 100.00' Top of 1" Iron Pipe on North lot line Bench Mark 2 El. 93.95' Top of Iron pipe just south of B2 Slope= 11% Scale 1" = 40' T.2 / r`l+d Aftle '0 627 I 6 = -• ( L9 I ! - 1‘ B3 ARe �� I Ae 66„ 7 vj; o i / r a�1�tt 1 r This report was completed to verify that the area had not been disturbed and the soils were as originally reported. Soil borings 1 thru 5 were found along with the 2 bench marks. Elevations of the borings and Benchmarks 1 &2 were shot and all match with the original report by CST Brian Pamell on 11-6-1999. Additional borings were completed because of the redox features at B4. The primary and replacement areas will now be west of B4, from B6 west as shown on the new site map. I Wiscelfistn Department of Commerce ----S-0-1-LAND SITE EVALUATION 3 - `Division of Safety Buildingg) Page 1 of Bureau'of Inte,.Y The soil pits for this lot are not as -,e wit 1LHR 83.09,Wis. Adm. Code - CST Brian Parnell has Attach omple n size. Plan m st` Countjj. includ ,but nc dimensioned!! Lot lines changed IM),direction a . S.-�e C/"�� perce t slope, from Concept map. See Prelim. distance to near•st road. Parcel I.D.# ' map with soil pit locations for / 0 3Z -2(31 - Sa-�bl• 1l6+) APPL CANT INFORMATION - Please print all informatio R vi ed by Date Personal infor ou rovide may be used for secondary purpos as y Lakv,a 15.04(1 (j a A r . ig l 2is Prope�wni r � � G, ' ,Property Location 1�4 ,,/ G� P' '' Govt.`Lot A/ �/w 1/4,s3 T 3 / ,N,R /9 •(or)® Property Owner's Mailing Address Block# Subd. Name or CSM# a u'a t Gt,✓iree i )751 Oat woJ ;sa i.e.' City State ' Zip Code Phone Number ❑ Ci ❑ Village ® Town Nearest Road to" i IA"'----1---1 ,c7/l0/1 I (7/3" Ls'/9-syi7o iv)e,re - 1 ,SD'hs't. 0 New Construction Use: ZResidential/Number of bedrooms V Addition to exi • g building ❑ Replacement ` ❑Public or commercial-Describe: (,..�j�,,,,,Q� a °.- Code derived daily flow 66o gpd Recommended design loading ra - ` -_ :. ' , trench,gpd/ft2 Absorption area required )ZO0 bed,ft2 /00 0 trench, 2 Maximum design loading rate • a bed,gpd/fie, ‘ trench,gpd/ft2 Recommended infiltration surface elevation(s) /D,Os 'OS- I ft(as referred to site plan benchmark) Additional design/site considerations Parent material 60.-I"'4-'6'14 (}/!C Z _ P .Z Flood /j//4 ft f ood plain elevation,if applicable S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system ® S ❑ U ©S ❑ U 121 S ❑ U ® S ❑ U ❑ S ® U ❑ S 0 U SOIL DESCRIPTION REPORT Cza2 JLAIQA a,,o c+ -T� !� —3' 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 c-il /o;.- /1141 5/ / ssk mafc c ' 2c . 9:,s .4 2 //-/8 /07, 6 ii/ S// 2iAs6 / % as z m .s;.6 .s Groundt) 3 11-Z f /"//i Cz p Sr, -/257' ji/ Z/77Jkt. ,9fr ai Z i i Pp ,�P. c elev. yy ff s f t. V 2 s 7 s r r? A, MS 6...os 05 y — — .7 :•8/ ,fi Depth to /�� 7,s/'`� /tbfi J � 5i� {�'1 li s C� -7-" limiting / g '70•c �'//dr in. C0 t. ' ( Remarks: Boring# I 0-8 /() a� z L y; .. ,5- •c Y St /�sbil C Z 6 z g-Z7 /0a % PI Si°L 2ms6k /rim, a,s z in .,5- ;.6 .5 3 27- 7 Sp L cis — Ground ?Y 7 Crlr- /U/( Z5 /(56k /'r Z ...›Z`ev / 6 . 9R,6tt. o, Qo.o,� ,�' Depth to 7 3 / limiting , f r 7 > 7 in. Remarks: CST me (Please Print) ignatu Telephone No. : r i a,, J rct Inc/ 1/ 4,,!,ee- -7/c- a y7 3Ze)3 Address 3 p7X _ /9,z Q, C },�?- j� D to CST Number lU ,f 61'h ��- j- �� Z 313 f° • • 222 _T4 s SOIL DESCRIPTION REPORT 2 PROPERTY OWNER Page hf PARCEL LD.# • Boring Horizon Depth Dominant Color Mottles Structure G D/ft2 g # in. Munsell Qu.Sz.Cont.Color Texture Gr.Sz.Sh. Consistence Boundary Roots P Bed Trench 3 I a--v / A/4. 2c 4 2 ?z ' S,� 2127s�Mc ,fhc. Ground 3 2, 7f/ /" f OJ,f� P4 L / t` s s .7_ og 7a. I/ lot Ls /tJd.� Depth to limiting k '•oS _ 1 D1f in. Remarks: Boring# ) 0-1 l�lyY/J/� A/ SL /fi/Skt �/�,, � c �. z/ / a 0-ft /�//t 4 /�J/T f/bL GmSbk Inc, �f S //'i r s— • 3 A(/' As ,of aft /19 c 9ai /v ; ,8 Ground 3 6 2 7s i/ V/6 /VA L S l-F.r1•� PI Z" Yw S . • s /he,iTff. V 62-75 7 57, CI le'"ie 64 SL O ai m ,• — NP ,/VP Depth to limiting far 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# p �p /�3/z /VA 52 /�JsJ/i- mu �-- cc.- 2 c V 2 0 2 I j 7/f 6 A M- 5/L Lin.SOk f fr(.-e✓ 9,- /m .S a6 c Ground 9V 7 -S/4 Y6 bit LS //.5 L ss :e b 1 el� g y.v 9 ft. Depth to limiting _ f ctor 7 `>' in. Remarks: Boring# Ground elev. ft. Depth to limiting factor in. Remarks: SBD-8330(R.07/96) 0`�r G t t PROPERTY OWNER ifc SOIL DESCRIPTION REPORT Page 2 tot PARCEL I.D.# Boring # Horizon Depth Dominant Color Mottles Structure G D/ft2 Texture Consistence Boundary Roots P z2 / in. Munsell Qu.Sz.Cont.Color / `Gr.Sz.Sh. Bed ,Trench 5 / o'-9 /2)®� -'2 4 5G //�/. ik m!/tC/ C Lv 2 G B 7 '. .,( ' 2 y z 8 / Y/' /VA' S%2 2mslk rc- ar /m .s'; 6 .S Ground 3 ' 7,5��g /Y 4- rnS iiw, l V.,,ff, �- 114 G / c • :s .7_ 4eNct. /Dg 7 syg // LS /Pi-kit it Az -- . ..6 .-3- Depth to i limiting - gar•0r , factgr r Remarks: °� Boring # e : ) 5-/ /v ytf /v/r- SZ /05.4 giw/ ccc- ZC . 5/ ; s c . y V 0 Z 1'/6 /P hr 4 / - 1/6/ 2/)15‘k / ,• a 5 1 fr? -S;•(, • 5 /f�ilr AS(i„DJ 05' /l7 L 9 lu /vt , 7, , Ground 3 62 7>rY1 V/6 /r A L J 1 .5-lit' PI 4 7(v -- S;. 6 . S Via,$fft. y 6 • 75r, % c2D0r/e 64 Si 6mm inc/ - -- Nr. : ? -- Depth to limiting nor � Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color GGr..,Sz.Sh. Bed ,Trench Boring # / 0-e //11,),1/(/0-4/ /VA SL sJ/t' rhu i ew 2 C . 5/ : .S" . sy� if 5 2 ?.z I // 'a ,v/t- S7L ?PIS6k Pt '- 9" /m •s e‘ . s try i,,,2-2 t . 7 ?fir,/ 75,> �� �44 h/s , 6)) A14 . -- 14 . 7 .8/ .1 Ground !Y i srX y6 ii4. G.S I As-,Pc ' / 4.5 e l� el 3�,v ?ft. Depth to limiting 7 fr rin. Remarks: Boring# t It . Ground elev. ft. Depth to limiting factor in. Remarks: SBD-8330(R.07/96) CW'J ,yy,, Page 3 of 3 Name cV7 o 6 2-4C. Brian Parnell Address /icr a&vice4u.icfcTi. CST 2313 4 pp f/KJf�., wT .S-yd/6 Date /,L ■ ` / / A Benchmark 1 -kip /'[i'o, 1;re tin /1/Wih, Gay t:nc /` /00,0 (,CL 4.6zze A Benchmark 2 -70, /''1-104 Pipe By 6'2 El- 9�. 7'S ❑ Soil Boring 1_ Suitable Area 1" =40' Scale 1 _ . . _• ii j r'r�l I v��t f - �� , I �X _ ✓/_ V8' Lo -i- ,t7 . , , I i. ,,L' 5,/ !� I ti.. I t .L,. q 1\1 _• i 7c0° .56' Z' o �.- ct AT 14 , _ , I _. _ _ i �15� 3-l• ,\ cc _ , . �2._ . _ _ _ . _ . - _ 4 _ _ . , _ __ . A . -- • H H : , 1 C iii 1 I J cZtt Z M I • ks : I I. .99t II . 00 g 11 101 qt A 4 n H r M to Q oot k 0 '$ x ' I I .its \�� a I �� h w it 21 NI 1.1 ki ,I(pr' ,00Z o 0 I. 1 b Q y� (-3 tL ^ � �,Q Q "Q �+ k �„ ip r iv N .H.Q 14 ^Nj‘17 •Y -'�M1 ; O W .01PC 1 ^ .i 1 iiit !Si # w i • Yw 11 U.1 1d � t I W! "o ci .s..; I I 1 ��d.L Ss Nl OS .� . ..1 ii., I I I „h.,ii ' It N i ac• ^ gias v ra -ow a%, u.aii o.�Q C .