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HomeMy WebLinkAbout008-1090-40-000 ST. CROIX COUNTY WISCONSIN ZONING OFFICE M / M N ■ M w~ ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road - - - Hudson, WI 54016-7710 (715) 386-4680 FAX (715) 386-4684 April 30, 2004 Adam Schumaker, CST #253309 2113 80"' Street Somerset, WI 54025 Re: On-site Soil Determination for Parcel #008-1090-40-000, Section 32, Eau Galle Twp. Dear Mr. Schumaker: Two on-site determinations were completed (4/15 & 4/21/04) for this site prior to approving a proposed split of the acreage by the current property owner, Mr. David Anger. Enclosed are copies of the county on-site verification form and a copy of Leroy Jansky's on-site inspection report. You had completed two soil reports for this site, dated 9/24/00, for Jamie Langer. Soil conditions observed by Mr. Jansky and myself indicate that there are less than 4 inches of unsaturated soil beneath the A-horizon. This will prevent Mr. Anger from obtaining a sanitary permit until further soil tests can be completed to find a site that meets the minimum A+4" requirement or an interpretative review can be prepared for an A+0" mound design. Only the northerly tested area was inspected, since the benchmarks and boring markers have been destroyed in the interim period and that site plan had horizontal reference points to help inspectors find the approximate location of borings. The second soil report appears to have a tested area in the southerly portion of the property, but no visual markers remain to assist with locating the borings. The soil reports submitted to the county (May 14, 2001) indicated that there were two possible mound locations meeting the minimum A+4" soil conditions, but our findings contradict these reports. It would be beneficial to the current owner to have acceptable mound locations identified and any necessary amendments made to the original reports as to current soil/drainage conditions that may affect the POWTS design. I highly recommend you contact Mr. Anger regarding this situation. If you have any questions regarding the on-site determinations, please feel free to contact me at the Zoning office number. Sincerely, M Pamela Quinn Zoning Specialist i Schumaker - Page 2 Encl. On-site verification form and DCOMM Inspection report Cc: David Anger, 331 Jesse James Lane, Mahtomedi, MN 55115 Leroy Jansky, DCOMM Wastewater Specialist file ST. CROIX COUNTY WISCONSIN _ ZONING DEPARTMENT ^ t M M N M ■ ~~~~r ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016-7710 Phone: (715)386-4680 Fax (715)386-4686 Memo to File From: Pam Quinn Date: 4/22/04 Re: Soil Report verification on-sites (4/15/04 and 4/21/04) On April 15, 2004 I performed on-site inspections for proposed CSM sites to verify soil reports submitted for system installations in soils documented as meeting the A+4" restriction for mounds. On April 21, 2004 Leroy Jansky, Regional Wastewater Specialist and myself visited three of the four sites to follow up on my inspections. The following is a brief summary of our findings: Site #1 Jamie Langer Lot 1 CSM# 637772 V. 15/P. 4028 - SE '/4 NE '/a Section 32 T28N R16W (Town of Eau Galle) -The soil tests submitted by Adam Schumaker (9/24/00) are not suitable for A+4" conditions. Due to the delay in using the reports, the site has been hayed and benchmarks/soil test pit locations have been obliterated. The general location for hand borings were documented in my notes and I used the dimensions shown on Adam's plot plan to find approximate tested area. The site contours were not properly represented on the plot plan and the slope is more concave than expected. Three hand borings were dug, all with prominent mottling found @ 10" in massive sandy loam below the A-horizon. Soil profile descriptions are attached. An interpretative review or groundwater monitoring would be necessary for this tested area, but there may be other locations on the property that can be investigated. The owner will have to contact a soil tester that can do A+0" determinations before a mound design can be reviewed. Site #2 Steve Lynum/Jeremy Wildner - NW'/4 NW '/4 Section 26 T28N R16W (Town of Eau Galle) -The soil report prepared by Lewis Bjork 2/16/02) did correctly identify mottling at <A+4", but this condition was overlooked during the mound plan design and state plan review process. It was discovered during county sanitary permit application review. Lewis excavated another test pit next to his original B 1 for my inspection and I found that distinct mottling was evident @ 11 Lewis concurred with this finding, as did Leroy Jansky. However, Mr. Jansky took time to examine 2 borings farther south and uphill from the original tested area, finding that the soils would just meet the A+4" requirement for a standard mound using component manual version 2.0. Steve Lynum and Jeremy Wildner were present and were advised to contact the soil tester and have a revised plan developed to send to the state for review and approval to move the proposed mound septic system to the acceptable area. Site #3 Jay Uldr3Lch proposed CSM - NE '/4 SW '/a Section 4 T28N R16W (Town of Eau Galle) -Mary Jo Hollister had completed a soil report in May 2003 that separated the Ap horizon into 2 parts, but that doesn't count toward the A+4" minimum requirement. I dug three hand borins to verify soils near the test pits indicated on the soil report plot plan. I found prominent mottling @ 9" (just below the A horizon) near B1, @ 12" near B2, and faint mottles between 11- 18" near B3. An Interpretive determination will be required to support a design for a mound with <A+4" and additional area needs to be tested to provide room for a larger mound using a lower linear loading rate. Site #4 Roger/Tom Christianson proposed CSM - SE 1/4 NE '/4 Section 34, T28N, RI 8W (Town of Kinnickinnic) -Carl Heise prepared three reports for this CSM (3/5/04) and I checked soil conditions on Lots 2 & 3 using the existing test pits; I removed backfill and exposed fresh soil along the excavated walls. I found his descriptions to be accurate regarding depth to mottling, although B 1 on Lot 2 appeared to have some redoximorphic iron deposits below the silt loam A horizon at approximately 10". This may have been tension-related due to the loamy sand layer observed at 8" -17". His site plans were completed properly so I could identify the borings reported, but there were some excavated pits not reported and the installer will have to make sure that the mound is placed over acceptable borings at the contour indicated on the soil report. Even if the soil tester "doesn't like" the pit, it should be described and/or noted on the site plan to avoid confusion or worse, installation of a system in the wrong soils. During the 4/21/04 site visits, Leroy Jansky concurred with my findings that the Uldrych and Langer parcels will need further soil investigation, saturation determinations, and designs developed for <A+4" mound systems. ST. CROIX COUNTY WISCONSIN . *'r ZONING OFFICE ^ / 1 M / M W / M ■ rr+ur. ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road Hudson, WI 54016-7710 r ~,.v. - (715) 386-4680 FAX (715) 386-4686 COUNTY ON-SITE VERIFICATION FORM s S~ a/ D 6,o - .s, des &.4 Al6e-77 ,P6,0v7aAJ B~ [.s r Props weer PropertyLocation LUjyt Gant. Lot SC 1,4/k,~_114 S 32 T Zoo N R / (0 E (o Property 0 Mai ling Address Lot# Blodc# Stbd. Nam CSfvitt 7~7~ / Z 3 yo ~ City state Zip Code Phone Number ❑City ❑Vdlage own Nearest Road 230-1 ST, Lt -E ( EAU ewConstruction Use:[] Residential 1 Number of bedrooms Code derived design flow rate _ GPD ❑ Replacement ❑ Public or commercial - Describe: Pamnt material - - - - - - - - - - - Rood Plain elevation if applicable ft. General commends SO/ L ~0~ ~d 9/2 y104o S/ .~ei_ and recommendations: I? V A-1 r~ ~t his C/ir s,4 n~~ hQri zay, ~c / I-even cep A16- lg;.d I" a/ si ` ~•t~ 5-hews IkAvie a,~ Sov~lt e r4 or4itD, Boring t# Boring © E] Pit Grounds lei,urfacee g 2. SG~,f lav.___.__ Depth to limiting factor _ in. Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rods GPD/f in. rviunsdi Qu. Sz. Cont. Color Gr. Sz. 5h. Eff#1 `Eff#2 ON__37 4- MOZY W 1 ~ ~wr"~ O-yv Boring r Boring (pQ II~P o 2 Pit Ground surface elan. Depth to limiting factor in. Soil ADDlication Rate Horizon I Depth DomtnantColor RedaxDescription Texture Structure Consistence Boundary Rods GPDMI in. Munsal Qu. Sz. Cont. Color Gr. Sz. 5h. 1E15#1 10#2 I o-/O. /0 3 5j I Zw k- s / Sb~ O Rrl~( Z a- S y q /c/ f ST. CROIX COUNTY ON-SITE VERIFICATION FORM Property Omer _ Parcel ID # Page _ Z of 2 Boring #ng ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Sal Vplicgbn Rate Horizon Depth Dominant Cob RedoxDescroon Texture Structum Carsl;lence Boundary Rods GPD,ff in. Mansell Ou. Sz. Card. Color Gr. Sz. Sh. 'Effftl "Fr2 0- /0 /0 Y93 1 3 M r - 2 - V V st MOP Z 1 s ❑ 004- Boring # ❑ Boring ❑ Pit Ground surfacaelev ft. Depth to limiting factor in. Shc icatbn Date Horizon Depth Dominant Color R2doxDescription T"Ure Structure Consistence Boundary Rods GPDN in. Mansell Cu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'I= ❑ Boring # ❑ Boring ❑ Pit Ground surfaceelev. - - _ ft. Depth to limiting factor_---- in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Rods GPD/ff in. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. *Etf#1 'Eff#2 Effluent #1 = BOD. > 30 :727 mg.1 and TS5>30_ 150 mg,L " Effluent #2 = BOD,_ 30 nVL and TSS _ 30 mgL PAGE__OF~ NAME Lcr i/I ca e r LOT# LEGAL DESCRIPTION OF '/6E'/e,S 3ZT 28 ,N,RIG E (or)1Q SCALE: I"= 'YO' BM I ELEVATION /00 0 ~ -vL pP~ BM i DESCRIPTION ~ o 2 BM 2 ELEVATION 9q ZO 2C BM 2 DESCRIPTION 4p Q f Z Pvc , e-- ( ~C SYSTEM ELEVATION It Q y - - ALTERNATE ELEVATION_A1411- CONTOUR ELEVATION q 7 Oy yU {~o r c Qu ~ cc, ~ ~I I a► 316 ~I BMZ CS r' o 0 .5/6 p I 18~ Q o 0 a 4 -OU 1 SIGNATURE DATE le52 20 ~y q//0?7 Leroy G. Jansky State-of Wisconsin Department of Commerce bepartment of commerce INSPECTION 13 E. Spruce Street safety & Buildings Division REPORT Chippewa Falls, WI 54729 Bureau of Field Operations (715) 726-2544 Inspection Date y 2/ 6 Personal information you provide may be used for secondary purposes [Privacy Law, s.15.04(t)(m)). Name of Premises Address or Legal Description city/Township County 1-ANQ152 - Pfd o ~F1zT ' r 64u. iC_ Sr. cR b/ Master Plumber Name and Address Master Plumber Firm Name and Address Plan I.D. No. Sanitary Permit No. /Soil Tester Licenfs~ed- Person's Name(s) and License Number(s) Owner's Name and Address L100QV1LGl'_ &,~P r4s i 61-` rz, mot. 5~1i C r: )tti►a 1 i~ ,rv $ 1 A-+- %2ti (1,1./~ t~ ►af~C1 O A ~?nI vl`J 1 f _ c *f TP1 s V,: V 0Z) i=1. t✓~ 7J r~ AJI T-1 A-~__ 6 u jV-r_ + . Fi n"Do ni 6s c r . (Zc . WE _ 065x vrJo 1,u f 4_ ~.t✓l / Gs.v T3 'l I -rJ►!J A11-4 RECEIVED MAY 03 2004 r.l i Ul UUNr`; ZONING OFFICE I Page J-of Signature of Responsible Licensed Person (only one needed) Signatur of Plum jng Consultant/ ate Sewa a Consultant Original: Copiesto: `thatapply) SBD-6192 (R.12m) District 0 S&B 0 Plumber 0 Owne Cou /Local In 0 Other nsin Department of Commerce SOIL EVALUATION REPORT Page 1 of vision of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County , ,CrC)t>C Attach complete site plan on paper not less than 81/2 x 11 inches in size. Plan must include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. 0 1 - 16 0 vDate Please print all inforynation. ) l Q Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). C/2 Property Owner Property Location OF Lf 76 ~t m ~G~ -2 r Govt Lot S U 1 /4 (U6~ 1 /4 S T Z N R E (or) Property Owner's Mailing Address Lot # Block # Subd. Name or CSM# e, 0, &1 (-0 S / s 2~ 20 n City state ZIP Code Phone Number ❑ City ❑ Village 50 Town Nearest Road j 30 s~ Ile (,c~6dcQ~,' I I w + SyaZ~ ( ) a New Construction Use: Residential / Number of bedrooms cf rev d:kl+asig rate L-1-s-6L a D GPD e1, ❑ Replacement ❑ Public or commercial - Describe: Parent material Fleoii Plain e o f plic"B' W - ft General comments Sal S-~e v►~ -e (e Ja r~ 9g 9C~ : ` and recommendations: ((-fc~u~ 21 ~ jCA. 'n `1 S-r r~IS ~U~ 1 `'UUNry Uyk Boring # ~r Boring 406i (pit Ground surface elev. ft. Deptho fbico" in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 c iv , S I o -lN )6,4 r ZI'I'\ q~k nr\xr Z 1 -I p r~/~{ - S L m C S 3 1 Z~! lv-1 ry/4/ y Zrr,-bL gym; - - , c1 J Boring # Boring Z pit Ground surface elev. C175-6 ft. Depth to limiting factor ~y in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 I a-IZ log raj - Zrv~ct~IC wn-~r CS r~ c - , 9 Z t Z- (0 10r/ SL Z w2~s PIE * Effluent #1 = BOD > 30:< 220 mg/L and TSS >30 < 150 mg/L " Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) ignature CST Number - 2'33o Address Date Evaluation Conducted Telephone Number 2 -SomffY-1, la 5Llo %-z -c Q I5~2 -H Property Owner !'"-A a Q1 Parcel ID # Page Z of Boring # ❑ Boring 17J1 ® pit Ground surface elev..Z?,YO- ft. Depth to limiting factor / in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. *Efr#1 *Eff#2 o -lv to r31 s; ( 2r►zt-Lj tc 0-S S "9 Z ly-l loq r S Z "16&t VY\, C - S MX, ~5 ❑ Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 ❑ Boring # ❑ Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 = BOD5 > 30 < 220 mg/L and TSS >30 < 150 mg/L * Effluent #2 = BOD5 < 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 608-2648777. SBD-8330 (807/00) L PAGE 3 OF~ NAME ~u 1/iq e LOT# LEGAL DESCRIPTION y 'L !c. E'/4,S 3ZT 28 ,N,R/(vE (or)/ SCALE: I"= yo BM I ELEVATION /00.0 BM I DESCRIPTION AR o l 2 BM 2 ELEVATION 717,00 (e BM 2 DESCRIPTION 4,o Q Z Poc PT_ I X SYSTEM ELEVATION 9 - ALTERNATE ELEVATION CONTOUR ELEVATION 9 y% ~crC Qu~u~~ o' BN~Z • n .p 3 ro ~i 10 s/ o 0 I a o Q a SIGNATURE DATE A57---`0-00 nt of Commerce SOIL EVALUATION REPORT Page of fety and Buildings in accordance with Comm 85, Wis Adm. Code County Attach complete site plan on paper not less than 8112 x 11 inches in size. Plan must 1 include, but not limited to: vertical and horizontal reference point (BM), direction and Parod I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Date Please print all inftrmaftn. Personal blormabon you provide may be used for secondary purposes (Privacy Law, s.15.04 (1) (m)). ;T/X/ Property Owner Property Location 1/4 S Z T 2 `6 N R 10 E (or d 2, '-~Gl VA" -e-- ~ a r, 0, -2 Govt. Lot S 114N Per Owner's MAN Address Lot # Block # Subd. Name or CSS city State zip Code Phone N ❑ City ❑ Village M Town Nearest R Won& Ile WI Z-2 I (71S) -2-z36 >r V lra ~(e 2 19 New Construction Use: ® Residential / Number of bedrooms Code derived design flow rate -7 SO / 60() GPD ❑ Replacement ❑ Pubic or commercial - Describe: -7-, Parent material Q C)+UjC)t-S Flood Plain elevation if apps I =7 ` R General comments S s-{ e vv\ e t-e /d!• 3 o is , APO and recommendations: q q. Y vat Cor+ovr ~.I~..v• 't 4n 4 &.1 ❑ Boring Boring # ~fst Ground surface elev. y`/ YO ft Depth to limiting factor , _ iRtJNWG Sol Application Rate Horizon Depth Dominant Cob Redox Description Texture Structure Consistence' p?undary Roots PDW in. Munsefl Qu. SZ. Cont. Color Gr. Sz. Sh. *EfM *Eff#2 -0-/q v r3,1-3 S; M C-S I vc 3 I -z~ y r # BoriM t!t Ground surface elev. 99 YO ft. Depth to limiting factor in. Sol Application Rate 0-pit pit Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/tf in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. *EW *011#2 . g S vela k S lv~ ~ o-I 10 r /3 _ * Effluent #1 = BOD > 30:E 220 mg/L. and TSS >30:5 150 mg1L * Effluent #2 = BOD, < 30 nvyl- and TSS < 30 mg/L CST Name (Please Punt) re CST Number e+- Address Date Evaluation Conducted Telephone Number Zlt Off' S So iset W( S~/oZ5 <!-zy -ac 7/S-zy7- C"'00 Property Owner L'a '1 q C Parcel ID # Pap Z ctf~ - FS1 Bonng # ❑ pit Ground surface elev. 9 • 3~ ft. Depth to limiting factor in. Sod Application Rate Horizon Depth Dominant Color Redox Description VT"ture Structure Consistence Boundary Roots GPDM M-L in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Etf#1 *Eff#2 1U r3/ r C I V C y - L rs Zmab - - , S ❑ Boring # Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munseil Qu. Sz. Cont. Color Gr. Sz. Sh. *Efr#1 *Efr#2 Bor F-1 Boring # ❑ ❑ Pit Ground surface elev. ft. Depth to limiting factor in. ~ Soil Rate Horizon Depth Dominant Color , Redox Description Texture Structure Consistence Boundary Roots !G!PDff in. Munsell Qu. Sz. Cont Color Gr. Sz. Sh. *Eff#1 *Eff#2 * Effluent #1 BODg > 30 < 220 mg/L and TSS >30 < 150 mg1L * Effluent #2 = BOD5 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 60&264-8777. SB"30 (R.OT/bo) y'w PAGE OF 3 NAME ~-O~ ne ti~ LOT# LEGAL DESCRIPTION S E 1/4 NE'/4 S TZ fr N RAP E (or) o SCALE: I BM I ELEVATION /Cb d BM I DESCRIPTION fo pv 1 " co00e r D P~ x BM 2 ELEVATION Y Y• 76 BM 2 DESCRIPTION b I" co o De.--_ o? SYSTEM ELEVATION 30 ALTERNATE ELEVATION CONTOUR ELEVATION yO qp Acr-e5 ~o+ 5, 'N' k-- b g~c.l2 I 4M1 A s b3 i i3wZ I I s s a c DATE ' G f SIGNATURE i