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HomeMy WebLinkAbout024-1047-13-000 (2) 1 G = ( ,-)OO CON/~~vv_, E'~E~ ~UIVT ` . Wfscarrsm Department of Comnvmv FSQIL EVIkLUATION REPOR T -7 Division of Safety and Buildings Page -L of in accordance with Comm 85, Wis. Adm. Code Attach complete sibs plan on paper not less than 8112 x 11 inches in size. Plan must County S-T -c- ROijC include, but not limiled to: vertical and horizontal reference point (BM), direction and Parcel L z percent slope. scale or dimensions, north arrow, and location and distance to nearest road. pp~ Please print all information. R Date Personal informstion you provide may be used for secwx1ery purposes (Privacy Law, s.15.04 (1) (m)). Property owner Property Location N} Govt. Lot W 1/t N W 1l4 S~ T N R ►'7 E (or)© Property owner's Mailing Address Lot # Block # Subd. Name or CSW y- C15 2 Z Y2_ A vF M t s rr MvArAo .Js Uy State Zip Code Phone Number 0 City ❑ Village Town Nearest Road ( )o 7 NVJ BOE 'y (-7i5 ) 23'7 2135 fol. -,.J V4&. v r 40012 -j New COnShuction Use;. Residential 1 Number of bedrooms S--* Code derived design flow rate GPD ❑ Rent ❑ Puts or commercial - Describe: Parent material Flood Plain elevation if aWmble I General comments and recommendations: Area _.>~f Spot Tested suitable for a mound (RO.W.T.S.) system using r 1-1 Big # ❑ Borin9sandf1lF - (?R Pit Ground sudbce elev. 9 9 9/ ft. Depth to rmvb V factor in. Sol Rate Ho!izon Depth Dominant Cokx Redox Description Texture Structure Consistence Boundary Roots GPM In. Munsefl Qu. Sz. Cont Color Gr. Sz. Sh. 'EB#1 'E11#2 1 4, u rla ail Q 2 4 i C5 v-{ Z - to - E3 -1'~ ►0m /!o SIC I I M 6K M41 OL v4 . 3 5 Ct W 3V4 "7 1.(o -F 2- I DYR Z? Cl 7~5re SCI m 6k, MAE - - -e4 -(0 ftrhV 59~ # ❑ Boring ® Pit Ground surfbe elev. '7'19/ ft. Depth to wnitim factor .3 3_ in. Sol Apiftion Rate Horizon Depth Dominant Cokm Redox Description Texture Structure Consistence Boundary Rods GPDAtr In. Munsell am Sz. Cont. Color Gr. Sz. Sh. 'Etf#1 'EM2 luY2 12 - Q 2Mto K ►'ti 4 i C$ 3v* &AD off 2 13.2 3 1 DYR g - 2 m b 4- i C s 2 r-F .~k 3 CS - o 0 ' v Y 5/a 0 M me-f; 1 - © O • Etlkrent #1 = BOD > 30 220 rr#L and TSS >30 S 150 mgfl- ' Efliuent #2 = MOD 130 nV& and TSS 130 n9t CST Now (Please Prirrtl Sook-fre CST j% ►J 0 `r U L~_IGti'T 8'Sg93-y- Number Address Date Evaltstion Conducted Teleptane Number Zf3'2' dew dE gm 0t;) VA«eY (~Jt J u A v- 7- Z cos (7 /s,) 772 -341.2 ORIGINAL Pmpsdyomw- N ` 44,4 e=-ctJ Panel ID D 2,f--l c oo- X15-000 Page Z. or D-1 4a pit g+ourd mfamdev. >t Dept b taori+ s~ t Halos x Depik DonkWAt RONDO! rlp6arr Ta *m Struddus CaNMWM Bm daty Roots GPM in. MunsM. QIr. SL Cord. Color tab. SL Sti 'Ew 'EN2 0-~ 0 1u"rM Zla s v,4 2 =1 ~DYtL--9 M +i C •`-f• 2.4 JK 3 !Iv- luYay/ wrE C w a of 1 D NR `t/ Ml f - - 3 ❑ pft . G mw= taoedev. fl. DW b6nft factor in. a# tlartaorr oepdr maft"aft Redact Deaarp m Te*m ShmMm C.a m Baxdaty Rmb t D s tR Mona!! ML SL Cold: Cow Q: sz sh 'fit ' F-I ❑ Pn Grourdarbwelev.--.;,R Dwbbm whig facim i(L SO APPkAM Rob Haiaon Depth Qerrdnent RedUK Oesaip8oa. Ta d we Sktckm Candsbnos Booardrry Rode GPDR h Mursd Qs SL Coat color ter. Sr. Sd. 'mil 'E•ffi2 • I ❑ s sbmdev. IL Dapd►to bdbr in. i F-1 ❑ Gnxrd pit Sr Apploarim Rate tiaiaotr Deplk Dad=* Odtx RedwDeedrrpBon Teo*= Sbuckwe omddence Boundary, lPoats GPDIF ia. tdtwad CAL SF- Cart Color Gc Sz SIL *Ew vez d •Eflkrerd#1=BWs 30_220ro &mWTSSzW<_f50mg& EM=t02 =BMs<30ff#ULandM<30mgtt. The Dept of Came ma a an eqW opporvmky service pmvidcr and =*lay= If yon nad assoteum to access sermas or noed nwAa at in an altanat fo nrat, please contact tix deparbnmt at 508-266-3151 or TTY 608-264-8TT7_ sewowo~aom 1 A CT ►E'~.1 M ►SS ~r P A °P 3 = c. o~TOv 1Z 0 ~ T3E ~ C-+A M ~ R K} ~/2 = ~ SST O = r3orZ t n~ t~- Sc ALE I"= 30' i B3= G~ S9 a~•89 lu O Z SLOPE= e+ CZO S u-"F~~'T D (00' N 1 FORM M uv~D corvT~~R O 10 , ' 1 vo ~u ~ h r3r~► 1= 10c). 00 F31-= 99.9 I ~ F32=°19.9/ E3M2= ~ 99.Q1 3 33' 7Z, 50LA-Ti-t 3oS•tt ' ORTGIN'AL ST. CROIX COUNTY WISCONSIN """""r~ _ _ PLANNING & ZONING DEPARTMENT / / N / N N ■ rn~. ST. CROIX COUNTY GOVERNMENT CENTER - 1101 Carmichael Road ~_y~ Hudson, WI 54016-7710 Y "''r R Phone: (715) 386-4680 Fax (715) 386-4686 Memo to File From: Pam Quinn, Zoning Specialis Date: 9/30/2005 Re: On-Site Soil Evaluations for Lots 3, 7, and 10 of Missy Meadows Subdivision (N 1/2 NW'/. Sec 4, Town of Pleasant Valley) i On September 26, 2005 Ryan Yarrington, Kevin Grabau, and myself, met CST Donna Stark and Leroy Jansky of DCOMM for an on-site evaluation of soil conditions on the above-referenced lots. Our office had received three updated soil reports from CST Stark for relocating POWTS system areas from the original soil reports completed by CST Jenny Ulbricht (who could not attend the on-site). Both soil testers had documented that fine sands were observed with dominant Munsell colors of either 10 YR 8/1 or 10 YR 8/2. Low chroma/high value colors can be indicative of bedrock weathered in-place, as opposed to soils weathered and then deposited in another 1 ocation. Per Comm 83.44(3)(a) the infiltrative surface a POWTS must be located at least 24 inches above bedrock. After a review of the submitted soil reports, Mr. Jansky agreed that the soils should be evaluated to determine whether or not conventional POWTS were appropriate options for these lots. Following is a summary of Leroy's assessment of appropriate POWTS for each lot: Lot 3 - Two test pits were excavated m CST Stark's tested area another in CST Ulbrich (one is area) and fine sands with banding were observed at 32" below grade in the latter pit. Leroy determined that the fine sands were weathered in-place from underlying sandstone bedrock and agreed with the original soil report's recommendation for use of a mound POWTS. Inaddition, it appeared that some fill material may have been deposited in CST Stark 's proposed area that would preclude its use for a mound or at-grade POWTS. Lot 10 - A pit excavated within CST Stark's proposed POWTS area had sandy loam soils that extended approximately 60 inches below overlying 1 grade, 0 YR 8/1 fine sands (weathered bedrock). The four test pits previously reported had 50 - 54 inches above the fine sands. A conventional POWTS would have to be installed at least 36 inches above the "bedrock" limiting factor, so must be extremely shallow and will require a minimum of 12 inches of soil cover mounded over the system (per In-ground Soil Absorption Component Manual). Lot 7 - A test pit was excavated within the proposed tested area and another approximately 20 feet NE of pit B 1. As reported by CST Stark, fine sands (weathered bedrock) were encountered within 14 inches of surface grade, which would meet requirements in Comm 83.44 (3)(b)1 for a mound with at least 6 inches of in-situ soil. This site is not, however, suitable for a conventional POWTS in either of the tested areas identified in submitted soil reports. Mr. Jansky will provide written documentation of his on-site evaluations and specific conditions to be included on sanitary permits issued by the county for each lot. A copy of this memo will be attached to all soil reports for this subdivision and, unless proven otherwise by county on-site fine sands will be considered "weathered bedrock" for use in designing appropriate POWTS for each site. Cc: James Henry, Subdivision Developer Jim Krueger, General Contractor Donna Stark, CST #221746 Jenny Ulbricht, CST #859934 Leroy Jansky, DCOMM Regional Wastewater Specialist Soil report file i