Loading...
HomeMy WebLinkAbout018-2001-04-000 y&wrwin Deparb'rrent of Commerce SOIL EVALUATION REPORT P ago J_ of 3 Dlvislon of So" and Bulld$ros to sccordencw with Comm 65. V+lls. Adm. Code County 57. Cv.~l X t~ Attach comprete site den on paper not less then 8 111 x 11 Inches In size. Pten must 00~ 0 7 Include, but not Wnited to: vertical and horizontal reference point (BM), direction and Parcel I.D. C PENO 6 percent slope, scale or dimensions. north arrow, endloutlon and distance to ".wrest road. Date R wed e Pleaaa print all Information. (~ivvYr• Panonal InrormeG" yoW&e maybe used fa eeeondery purposes (Prlveay Lew, a. 1 w.M I tTll• /~5 Owner Prvpefty Location Gwl„j,eF S (r 114 /1j 114 S 4 T zQ N R 17SN Property Owners h1j] Addrea Lot 0 Block 0 Subd. Nome or CSW a VV- ST. 0 RES oy&I E RTES , 1 V t S I bA~ P sale p e tXte City 'tags Town Newest oad C,T ~ & pay )e Faun I yozz t.5 _4>V0? GPD Nano Construction II LW Residential / Nkxnber of bedroom* Code derived design flow rate Q ReptscernI ❑ Public or cornwo da( • Destxlbe: , A • _ n. Parent material ( ULJ at _5 Pt Flood Plain elevation I epPllcat>ie r-All Generw conxnena ~ii/n / I and recornmende5ons: 1V%DU.I:>D sy~ AAD F10- I D. LOADWfo RATA S- e N %~7 t~d V DtY 33.3 i3r>ring B'l / rwvl' ~-C~(JGt.t l ~ ~ Ir; Boning a Ground ace elev. ` rt. Depth o tlmiting tailor y.. Rate Pit D Texture Structure Corslstwnce Boundary Roots P Horizon Depth Dominant Color R Description 'EffN1 '002 in. Munsell Ou, Sz. Cont. Color Gr. Sz. Sit 5 2- 1 I Boring r ❑ 9orirq ❑ Pit Ground surfeco elev. ft, Depth to lknitkV factor M• rzriiork Rats Horizon Depth Dominont Color Redox De a"Orl Texture Suwon Consistence Boundary Roots GPDftf 't:Rt+t '002 In. Munsell Ou. SL CON. Color or. SL Sh r i • ° • EtfWent at 130D > 30 720 nv& and TSS 3,30:!150 mglt Mani 02 BOO = 30 rI and T 130 ff*& taorber CST Name (Pleas. Print) $ignatun ~ S F: CrV~J Ts Date Evaluation Conducted a NtRnl>K Address 1 y2.6-V17S WAMS 6qO AVE. UE 'FAQ WT 4022 0~1 FO: 09 tt~oz ! RE L w~ w~ ~,r7` ~ n Property Owner.d,.A91. 43LL8... Pero3110 N Page - of 3 acting 074} M Pit Ground surface elev. AA,.Z h. Depth to limiting factor Soli ~ppllcatlon Rate Horizon Depth Dwalnant Color Redox Description Texture Structure Consistence Boundary Roots GPOMF In. munseil Qu. Sz. Cont. Color Gr. Sz_ Sh. 'E"I 'E"2 l 0-w lov 21- 1 f r as o,s a rl 3 10VR4 r Sici -r►sb t^ &5 L 122 - 1-0 W1 L„ b `l cl 1~- .,n~► cis 24-co 0,z D.'S I►~~ f t~~-to , 2r 0, 3 y 10 'git y to Ill ILMS Al Le -76-~c 4L& il'-s-,A Zw Boring C] Boring P N (LM Ground surface Slav. h. Depth to limiting factor In. ~,pt 4~ P( pit Son ApplIcAtion Rate Horizon Depth Dominant Cot Radox Description Texture Structure Consistence Boundary Roots GPOI" In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff f t 'EAN2 t 0-5 loYtt~z sit 3-~ r ,44 4-co 0,5 QE 2 S- 18 ~/z si 1 2 yr\SbK ffiC r Gib f to 0 . 0.2 1 3 10-18 911 -ms y 4r- Ozyf-co 0.5 p,4 y lT-2Z loyrt3 y t0 ~t o ikl Z.~-rh&bK ewF WA-V) .t4 0 R~r Bon"4 1a Ground surface elev. f .1121- h. Depth to limiting factor in. 0 014 ,loll Pit Sell A kation Rate Horizon Depth Dornlnant Color Redox Description Texturo Structure Consistence Boundary Roots P0111 in. Munsell Qu. Sz. ConL Color Gr. Sz. Sh. 'E"I 'EBN2 t IDV Z~2 ' t -mab W4 -c Q'5 0 z -t-,t v Z/z SO z -,msb fr cab ,4-c 0.5 0, 7~ sb K Y S 24 rrl 0 r -t9 ltiay q tilt c1 r«, stilt l ivy- frt Ore t7 • Efnvent NI = DOD,), 30 < 220 rnyL and TSS X301 150 mgll. Effluent N2 = BOD, 130 nvyL and TSS < 30 rrQtL The Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an sltcm3te format, please contact the department at 608.266.3151 or TTY 60B•264.8777. ~l I-OT CI T. H c p- gty, an~-tx t = Toe0F PIPE " X C 1 k d` f y y 10 "A &V g ~Kott~D M Z. s-.10 pC* ScKtf r~ c N P Iv~ 4'/ i TleF~ ID P,AI!Or- oTrl ~r..~pd //G` $G e-~4A5t) c,EC. to f - - - - - = 21 ConrfoulL u' -rzq~f , R t 7 w tN ~ S QrV1,SEl) : Cy I- Ili-o?- `cam ~ ' Li f 0 , s ov P2 B Z ua b~. ~4-0 o - .a VrI - ,~~a ~3 r I,r►S PC A , I ID PIN EV 1t7D•~~ , ~c c.S•2 c V 1' 273206 S.F. , 6.27,A I 1161.1 a 83" . A L_ I x / © 000 310)78 S.F, I►I i~ 12 P a/4 / Cup P- x 1 / ulf I 1150.9 828 / © / 0 © / ~I N 403 43 Cd gd / © / F.©I I I©~ © ° ° !<ep-l / - - 1161. / I it 4 4~b SEE SHED 3 - '3$ 00" 7 -83"- - - - o / ` 309773 S. F. - - °6 ° • ` / / I / - - ` © / © / N.B. 300837 S.F. P-B I d } N/B: 6.911AC. _ _ 166.2 / 0- a 1169.2 o ac o o ~ 0 0 W U N z z `x z cc -0 p CDm ' Q O o Z 000 a = Q 14- 0~ _ a- wa o o=X i.~ z3 zw~ woo _ W zLL,~ . Qzc~ W ~oQ z L o >F-V) r - J or ST. CROIX COUNTY WISCONSIN - - PLANNING & ZONING OFFICE M M u M / rn~r ST. CROIX COUNTY GOVERNMENT CENTER 1101 Carmichael Road - Hudson, WI 54016-7710 (715) 386-4680 FAX (715) 386-4686 January 24, 2005 Ms. Mary Jo Hollister, CST #224832 Hollister's Soil Testing W9875 690th Ave. River Falls, WI 54022 of Forest Ridge Estates, Hammond Twp. Re: Soil Evaluation Reports fo Lots 4 5~1cj Dear Ms. Hollister: tk~ Per your faxed request on January 14th, I checked the oil reports for lots 4 and 5 using the correct site plan scale of 1" = 60 ft. The original concern on both of these lots was the 0.2 gpd/ft2 soil application rate assigned to horizons that were less than 12 inches below surface grade, which would require a long, narrow mound design. However, these site evaluation reports may still be viable if the following items are addressed in proposed mound designs: 1. Lot 4 had one test pit (B24) with weak-structured silty clay loam encountered between 11- 16 inches from the surface. The other two test pits had deeper silt loam horizons over the silty clay loam, which would allow using the recommended 0.4 gpd/ftz rate recommended on the report. Based on hand borings we did on Lot 6 last summer, deep chisel plowing would be a requirement for mound installation to allow introduction of wastewater in these "tight" soils. Based on scale measurement, there is only 45 feet between B25 and B26, so the longest mound dimension allowable would be 75 feet and minimum basal area for a 4 bedroom/600 GPD system would be 1500 square feet. 2. Lot 5 had one test pit with weak-platy structured silt loam from 8 -10 inches below surface. This condition may be altered by deep chisel plowing or the mound design can be located on a contour between test pits 5A and 5B, where a soil application rate of 0.4 gpd/ft2 can be used. Benchmark #1 on the site plan appears to be correct in relation to the test pit elevations, but BM #2 is incorrect (it can't be 2 feet higher at ground surface when it is right next to BM#1). 3. The site plan for Lot 4 utilized the engineering plans 2-foot contours, but the elevations for test pits and benchmarks are off by approximately 1.5 feet. It would be best for mound design purposes if elevations were re-established using an assumed 100' elevation for benchmark #1. Since >2 years have elapsed, this would allow verification that benchmarks are still visible for use in mound installation. Hollister - Page 2 If you have any questions regarding the above items, please feel free to contact me at the Zoning office. Since 4CS Pamela Qui65054 Zoning Specialist Cc: Charles Pace, Property Owner Forest Ridge Estates Subdivision file Soil report flies Jan 14 05 02:06p owner 7154264827 p_1 e ~r r 9-• or Mary Jo Hollister W9875 690th Avenue River Falls, WI 54022 (715) 426-1775 (715) 426-4827 Send to: St. Croix County Zoning From: Mary Jo Attention: Pam Quinn Date: 2005 January 14 Office Location: Office Location: Fax Number: 715-386-4686 Phone Number: I ❑ Urgent / ❑ Reply ASAP ❑ Please comment ❑ Please Review v " - ❑ For your Information Total pages, including cover: 1 Comments: Pam, A real estate agent that sold Lots 4 and 5 in Forest Ridge Estates called me and asked about the issues still pending on those lots. I have reviewed them and noticed again that the scale is 1 " = 60 ft. - not 1 " = 40 ft. There is enough room for systems within those borings using the correct scale. Please respond to me in writing so that I can clear up those 2 lots. Thanks for your time and attention to this matter. Mary Jo SGT q-" 2 /o a~.h na ed-a 3? l c/,c r14 F HOLLISTER'S SOIL TESTING Mary Jo Hollister W9875 690th Avenue River Falls, WI 54022 (715) 426-1775 March 2, 004 St. Croix County Zoning Pam Quinn, Zoning Specialist 1101 Carmichael Road Hudson, WI 54016-7710 RE: Soil Evaluation Reports for Forest Ridge Estates, Town of Hammond Dear Ms. Quinn, After our meeting on February 13th and further review of the reports that were submitted here are dings and facts: 1.) ots 4, 5, 6a d 28 will need to be extended to allow for the 0.2 loading rate for longer moun s. We have agreed to do this with hand borings that will be completed as soon as possible. The position of the driveway for Lot 30 can be worked around. A licensed plumber has reviewed and stated that lots 11, 13, 14, 17 and 18 have enough area for a system. 2.) As per our discussion, driveway locations were not an issue at the time the tests were completed as it was requested by the County to complete these tests before approval. These will have to be addressed at the time the driveways are located. ALL mound areas were staked and taped as requested previously. 3.) Elevations were corrected on lots 7, 10, 16, and 18 and have been resubmitted. For many years now, my reports have had the accurate readings for BM #2 based on informatioh4rom your office. Now I will report them a different way. A new report for lot 15 was submitted on 11-25-03 due to location of lot line. The elevations for lots 20 & 21 are not the same due to different reading locations of the boring (1.e. upslope vs. downslope side) due to site clearance. 4.) The notations for the Structures were corrected in the office. The "L" for "large" structure instead of "CO" has been reported on my reports for years. Thank you for clarifying that for me. If you have any further questions or comments, please call. Thank you for your time and attention to this matter. Page 2 - Forest Ridge Estates Sincerely, Mary Jo Hollister CST #224832 Cc: Mark Sylla, property owner Leroy Jansky, State of Wisconsin Wastewater Specialist II 1 LEGAL ST. CROIX COUNTY, WISCONSIN OLD TXSCR02 REAL ESTATE TOWN OF HAMMOND COMPUTER NUMBER 018-2001-04-000 Parcel Number 14.29.17.868 OWNER NAME: First CHARLES R & REBECCA J Last PACE PROPERTY ADDRESS: Hse # 1/2 PD --Street Name-- Type SD Apartment 970 193RD ST SECTION 14 TOWN 29N RANGE 17W '/4160 NW '/440 NW Line Description Line Description TOTAL ACREAGE 7.120 PLAT FOREST RIDGE EST 1/30 018/03 LOT04 BLK 01 SEC 14 T29N R17W PT 02 FOREST RIDGE ESTAT LOT 4 1 03 (7.120AC) 1 04 18 05 19 06 20 07 21 08 22 09 23 10 24 11 25 12 26 13 27 14 28 F1-General, F4-Prev. Parcel, F5-Next Parcel, 177-Valuations, F8-History, F10-Exit