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HomeMy WebLinkAbout018-2001-18-000 (2) ~ y1 U lam" i~ Wisconsin Department of Commefrs SOIL EVALUATION REPORT Page _r of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code S"r. CRot X County Attach complete site plan on paper not toss than a 1/2 x 11 Inches in size. Plan must Include, but not limited to: vertical and horizontal reference point (SM), direction and parcel 1.0. percent slope, scale or dimenslons, north affow, and location and distance to nearest road. N1alNu Please print all Information. Re wed Date Pegonei intonnarbn you provide may be used for sscabary purposes (Privacy Lew, s. 1&04 (1) (-1)- CW I Property Owner Property Location - MO~ -91 L.LR /Cui a'bG - ` toe 114 j 114 S /y T 2q N R 7 W Property Owner's Malling Address lot IS look # Subd. Name or CSIVW It 1-4 tn), D~J tSt 0M sf . oKLST Ri1]~&"~STJk?ES City State zip Code Phone Ntmber Ctty ❑ village X Town Nearest Road RN"JER FALLS WE 54OZ24 n1s 42-fo-L10 HA-MA&DAID , 0-r If E New Construction User Resldential / Number of bedrooms Code derived design flow rate /goo GPD Q Replacement ❑ Publicor commercial - Describe. Parent material _ ( L 0 IAqWA5 111 Flood PI n elevation if applicable ,AIA. n- General comments IJ6-r US r, a f ~ C-51 and recommendations: AAO"o SVSNeAlk GOf SAi►'+►7 PR-- Ad. W t A G - O,y (AlkDiN6 (LRTC .J~ ec--' Iv Boring a f0 Boling Pit Ground surface elev. _ , l03 it. Depth to limiting factor ?7 in. Sal icaGcn Rate Horizon Depth Dominant C Redox Description Texture Stricture Consistence Boundary Roots GP in. Munsell Qu. Sz. Cont. Color Gr. Sy- Sh. 'EtfN1 -002 s bs r; b QS O.f~ d 0- 3 1 OyfC3)7- r ` z 10 o ms dstn s 3 -m 0.5 03 1o-zS Q - sl i-F-M sb as as Zvf--6D 0.4 0-6 s -rrlsFi 5 a_5 v 0•Y 0_(o 4 25- Z:7 7,599 d ch 0.0 0.0 -3L) 0 3 G ScA AN r 0 Boling / or~G L t ' f S~ Boring N cCC.e«e--- ~f FI-31 Pit Ground aurfrce elev. ~dZ, 7 3 h. Depth to limiting factor In. Shc Ucalan Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roos GPD& In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •EfN/t 'EW2 0- 0413 - sit s v 0.s orb' z o.s 0. 7-)Z j r-3 &I 3-Exb6- M16- C A2 34 3 (-4-0 .5 s - si 2, ~W < ay~r aW 4~ 0.1 -Z -7Y 3 IS M d S - Z- 5 av\1 I N.p. P 0 C I S i✓ L E E D Ell wont #1 = 800 > 30:E 220 nip L and TSS -30 < 150 mg/L ' Efltuent (12 ~ BOD 5 30 mg/L and TSS < 30 mg/l. CST Name (Please Print) Signature CST Number MA 10 H Lt STE- ZZ 3Z Address DO Evaluation Conducted Telephone NtrdW t~J98T5 b90+1`ME. vE FALLS WI 51402Z -OZ ~1S LA 26-1-17S Oq-tK-OZ ~eVtso : c3--Cz -cam} ~EV(~~ ~ l~-z~hoy 1 (LOT too ) Page Z of 3 v owner LLf t Parcel ID # P~Di © Bodng # Boring [ UZ.l Z Z s ft. in. Sol Rate Pit Ground surface elev. . Depth to Urtutin9 factor ❑ ary Roots GPDlfP t Color Redox Description Texture Structure Consistence Bound Horizon Depth Do Gr. Sz. Sh. 'Eff#1 'Eff#2 in. Mtnsunsel Qu. Sz. Coat Color L Z m r M,4 r -an O S 0• A ~ Q-►a IoyrZ~z - is .~-oo o. ► z 3 lY-2~ 0 3 15s? ~ abK n..t r 1 -4VN 0. Z. 0.3 tc5 S S 1 ct bk 25 7.5 K3_4 1 5 it B«,<>g 1 4414) Soft katbn Role ~w) ~ Pit Ground surface elev. ft . Depth to tlcr~ting fador _ h'• Roots GPl>rt Horizon Depth Dominant color x pescrlplion Texture Structure Consistence Boundary In. Muns 'Et1ir1 'Eff#2 Qu Sz Color Gr. Sz. Sh. ~elrl 0_10 l0`l2z'/Z - L Zf-mSbK m Std ► s .2- d. 2 10-17 t0 ~3 GS J~- 0.7 1.2 3 -2i v c3~ ►s ! a1oK ..w r .51 i 4 zt- czd i s D M~~ as 1 %,42 .a rr_4/ -25 e q 2-- LL E Boring # ❑ BodM Ground surface elev. n. Depth to Wnittrtg factor in' Depth Dortxnant safl Rate ❑ Pit Roots GPDlfic Color Redox p Texture Structure Consistence Boundary Horizon •Eif#1 'Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. ' Effluent #1 = 80Ds > 30 1220 rttgll and TSS >30:5 150 mgA_ ' EtRttertt #2 = BOD. 130 mgll. and TSS 30 ingil. 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 608-264-8777. Sat14" (RAM LID i o AYa, N - - . Z.t COvmu SF-C. w = HAt3~ F~orLIN6 'I.2q~f ~ K t't ♦J ' DXW1--top of-Pic _ fal~u~i~"al'it l j Q~N"W 3-p►K*-1.14TtA0 • ~ ~ rr ~ GiR~t1ND LOT toy - 6 j --a 1 5 3 02 - b7 00 G°l f N.B 66,455 _ N . B. 1.53 A&.., 3422 S 86°2 05----- - - l-7 - to LOT - - , _ 00 (Jo Cy' A ~ N co po El, ~I to 4 • \l \ ` 1 / ` 00 1000) OW 0/ CYY 14 > k. i1 \ n 1 I ,Iw D/ N /D \I 1 1 \ Iv / a_// \ \ ? OtL- I 1 11~ il, 1 ZI\ Z 1. `yam ` k /60 b3 ctj o' 1 1 1 ~ g~91- T \ \ I I \ 1 \ \ , - - Ol --~l h \ N N 11 r 4Z t? OA \ DI I y m x OD 1 \ ' -T o I \ \T1 I 1 1 I I x ~1 2 ~c o\ \ CA CD\o /10 \ \ l oo , IN ZOL o'l ~l \ I 1 I 1, i \ z ~l \ \ \ \\z \ \ \ so u'I cn 1 l 1 \ I\\ it m I I 1\ 1 63 IN I o m z ~z D \ I ~1 w M I r*t 1 j? ao n I 1 r.~ 11 l j I 1 C4 Ul 1 ct~ / J I° 1 wl I • I ~'V 06 1 I I x I 1 I \ 1 l I I ll I I I I I 1 1 1 j ~ I 1 1 1 I I I ~ I l r l,/ f~ ay RECEIVED HOLLISTER'S SOIL TESTING IZO R U 4 2004 f Mary Jo Hollister W9875 690th Avenue SN River Falls, WI 54022 UIk (u!;fJ (715) 426-1775 I N G O FFICE 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 the findings and facts: 1.) Lots 4, 5, 6 and 28 will need to be extended to allow for the 0.2 loading rate for longer mound systems. 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 worke around. A licensed plumber has reviewed and stated that lots 11, 13, 14, 17 an 18 ve enough area or a sys em. 0• Z /OOA i.J1, Aa- Q q~ YX LCX. 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 (8 and have been resubmitted. For many years now, my reports have had the accurate readings for BM #2 based on informatiori #rom 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 (I.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 Wisconsin Department of Commerce SOIL EVALUATION REPORT Division of Safety and Buildings Page J_ of _ In accordance with Comm 85. Wis. Adm. Code Attach complete site plan on paper not leas than 8 112 r t t Inches in size. Plan must County _.`•^~.l11-~ include, but not limited to: vertical and horizontal reference point (8M), direction and percent slope, scale or dimensions, north arrow, and location end distance to nearest road. Parent t O. C FCNDIAY' Please print all Informatlon. viewed Date Persons, Inte"alton you provide mey be uesd for secondary PwPoses (Privacy Lew, t. 15.04 (t) (m)). Property Owner Property locatlon AQ C_l_A t/d Sy~ 114 5 l`f T 2q N R 17 toew Property Owner's Mailing Address Lot ) lock a Subd. Name or CSMa 111 W ONJ 15+ Ottif ST , 0► ST 1zIT~.-& _--I A-MS Clly State Zip Code Phone Number - R~~IEIQ FAILS WI: Clry []Village Town Nearest Road 54o2_(115 `tz(o New Construction User' Residential / Number of bedrooms Reptatsmerti Code derived design sow rate _ (0 00 GPO Public or commercial - Describe. Parent material _ LI-If Flood Plaln elevation it applicable General comments and recommendations, i 7 ~ , t+WO SV51rcM 1,0 SANU ctw ,-C6 le V. 1 LAkDINt: RAT im ~ndiG s rrea d ru - IoZ.~(3' bc~ J~z/trv~ bor~~C all* 02 a I s~ - - - --r, A Boring a ❑ Boring ~j Pit Ground surface elev. ft. Depth Io limiting factor `7_7 in - Soil icifi6f1 "RM n Horizon Depth Dominant Color Redox Descr tom, Torture Siructur-e Consistence Boundary Roots GPO in. Munsel Ou. Sz. Cont. Color Gr. Sz. Sh, •ERgt •Effa2- / 0-3 W-1 3z _ ~1 ysla? ds cb as o, g ti s d h S 0.5 , : 10" - b a5 as 0.1, 4 25~ y a5 v 0,q O (o "30 0 3 a (0 d ch 0 rV 0.0 3 4 v R. ❑ Elv~Fi rY IS _ V p C DY rn,~~ R Boring a Boring C'VCL lrr~ p t1Zt Pit Ground surftecee Y. _~02.7`J h Depth to Mmltlnq facia Z7 In. ~o ✓ V Horizon Depth Dominant Color Redox Description Y Texture Sln,eture Consistence Boundary Roots SoY GPD/fP Rate II In. Munsell Ou. Sz. Cont. Color Gr. Sz. Sh. •ERa 1 •EftA2 0- 0\4 _ s11 s V os aK z _ 3 tI 3 t cb -cs' ,S _m~r -51 , 3 1 -z0 5+ z 1 ISM 7_46D 0. q - 7 3 1 S 2. -3 11 ajA) ALP NN - P` 41 L M E - --.5- D Narl • Effluent at ■ 800 > 30 220 ma1L and TSS >30 _ iSo mgA. Effluent a2 ■ 800 30 mg& and TSS 130 mg/L CST Name jpleesa Print) 15ignalue CST Number Address 1. Date Evaluation Conducted Telephone Number W9175 690+hAy, 14q.ESFALLS } WI 5402Z `]15 y26-V1IS / RE\j ISED:09-IVOz- daC-d Y, 04- r, property owner ~~S41LU t reel iD # eEl~lDllJ(o,~ F Page Z of 3 C Boring # A Seth`; IOZ~IZ f7rU Qr a ❑ Pit Ground surface elev. ft. Depth to lamitin9 factor ZS k+• Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM In. Mtmsel Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eftl 'Eff#2 S 1 0-10 L Z~-m r m4r 0. ~,5?A Z 10-18 10'M3j - is -F-0 0. 1 z 3 IY- 0 3 s r O by- rm rr, GLS ~tS-~t 0. i z 3/1f 1-5 'if-51 b K- 0.7- 0, ft" O ~o Used ~`.~~~~'~►,[,tl ~7/ p K K 411) ® PM Groff s n. 0600 to "*v favor In. Rai Sol Applicedon Horizon Depth Dominant Color Redox scrtption Texture Structure Consl nce Boundary Roots GPO►rf In. Munseil Ou. Sz, Con , obr Gr. Sz. Sh. 'ElIMI '002 i 0-1() IDve-Z& L 2- -enS m Otb 0.5 o.$ Z 10-11 10 Ib \S%1 S 5 2 3 17-21 In N K31 i4 I obK m~ r cS - 0,7 1,z JZA 4 4- 7.:54K4/(, - _ S OS 3 t►L- , 7 1. Z 1 q t4j-7 vrt ~rv S l i o 5 -n1 1 -7 Boring # Boring ❑ Pit Ground surface eVav, ft. Depth to limiting factor in. Sol Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD12 In. Munsell Qu. Sz. Cont. Color Gr. Sz, Sh. 'Eff#1 'EffV ' Effluent #1 a BODr > 30 1220 mg1L and TSS >30:5 150 mg& ' Effluent 02 a 800, 130 mWL and TSS 130 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 608-264.8777. aeoa~w ta.uoot ~l~S't" ~iOCAE ~sTy4T~5 LOT~~a ~-19A 41813 1 LID t $ PG. 5of~ N SEC. I4 uxte-s .fzya~ Kmw Q = HAMO EP21N6 RP-01-4*;D . CA-1.7-02- ' 15NW(=-top OfPic rim j - _ 100.00` --2-6 I "7--- 3V)XP- IN 6-3- _ 6rtvu n -sae 6~455 I Imo'- --4 - / 1.53- S-0 _ 00 N. B. 66455 S. P-. - _ . N. B. 1.53 A&. o 347.22N 8 6 *2 0 LOT, c~ - _ ! - T, - 0 .1171 0 /I %4. IL n F 1 it YD' r ° Al*. Z' CoArmuK SF,C.14 / Tzu, Knw ~,Ig 7A = H~►~.1a Bow N` 1-7-Oz. . 49 d- I lb m#ih7oP of Pk PrPE ell- I a;v Ib3,b7 ~;i n ~ ~ no ,LO 664.55 .S. F - - 10 qq. N.B. 66,455 S. y - _ N. B. 1.53 Ac, . - ° _ Oa - a' 347.22 " S 86 2 L~- -OT -1-m- QD 171 q4F F L