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HomeMy WebLinkAbout022-1044-40-100 (3) CCU 4 Wisconsin Departf r~r SOIL EVALUATION REPORT ZOOb Page of l~Q.e Division of Saf 7M in accordance with Comm 85, Wis. Adi,04!Qde,., , unty Attach complete site plamon paper not less than 81R x 11 inches In size, P4) must nclude, but not limited to: vertical and horizontal reference point (BM), direc1 I I p Q~~/ S/5/~,/O /04 i2~r percentslope, scale ordimensions, north arrow, and location and distanceto nea ST lga~~ Re y Please print all information. ewe Date ~ Personal information you provide maybe . used for secondary purposes (Privacy Law, a. 15.04G ~Qld 3a / 3 Property Owner Property Locatio, I TuI I o-hhe_/~ ! - c- 6-owQ~ Bit- p~7S Govt. Lot NVJ 114,5E 1/4 S LET g N R E(o w Property Owner's Mailing Address Lot # Block # Subd Name fCSM# 33.)- c~ Y. Rd. / ! q Cwt State Zip Code Phone Number ❑ City ❑ Village CRTA6wn Nearest Road ❑ NewConstructiom Use: I Residential/ Number of bedrooms Code derived design flow rate GPD ' Replacement ❑ Public or commercial - Describe: Parent material Flood Plain elevation if applicable GZaal -.1V - . 9_S: d v, General comments / ei y~pY f}/S~'/ril~ri .cX i/~f 7,E rt f /q~/ , and recommendations: uS Cth ~4 r y(~t (1 C k l Vlt Y'C~~U V-' C~ Cin C /~Q~vtjtrs J • D , ~y 5 It rnj(e ~.i. O 5 0 ter D Wayz-b 13C Q Boring Boring # F/I ~Pit Ground surface elev. 571q'O ft. Depth to limiting factor- in. Soil Apploitio 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 ft C 1Q-q3 irNP- "--4- tr-s 0 S-1 Rc~-j -I. rl ~S S rvf ho ~O OY M r V Boring # r-1 ring ❑ plt Ground surface elev. ~9 3 ft. Depthto limiting factor In. Soil ~ppllcation Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP[5/fF In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. *Eff#1 *Eff#2 O L f~ C -JUT I -5 1-US 1 U 0 2 g-3 0 S t 1 v t1 s c , OW) 0 * Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mg/L `Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please ) ( Signature4val _ CST Number Address Dan Cond ucted Telephone Number 14)ZV q lad S rl0 lax ~-~v-/ 7rs =77P-3.;7s' I.TT M9/1 TI.7 /I~I~\ TLJ t6hv►-e Mc~ ~ S"Los Property Owner Parcel 10 # Page o~ of 5~ Boring # Boring pit Ground surface elev. it. Depth to limiting factor_ In. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDN In. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 *Eff#2 f Of- /F L D 5 w p 3 -It- 9- 0 LV F5 S LJ f~ 1~F 6 (4 674 -to I 1Z 7 .6 MS S i,J fJF r F~] Boring # E] Boring L'S Pit Ground surface elev. 29, 3 ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GP5/-fF In. Munseli Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 l -la to L -a Uf Ak c ` /.0 3 79-40 1 "C U) I J / s 6 - /1 60 ❑ Boring # 0 Boring Pit Groundsurfaceelev. ft. Depth to limiting factor in. Soli 11dation 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 ' Effluent#1 = BOD6 > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODE < 30 mg/L 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. sBD-8370 (R07/00) 19 -e- 3 G, vx "MCA Pi away, 13 5r 6kw ~ CDaNrY T©wv` o f Y~ Y~ ► c ~C t h h I G_ Nub SC- Sec- .1~n~ /V R I gw 33a cif P 4 8' _ Dr-16g ,r S.T 3 Sec~el~- 4 ~r~4 ~X S-~r n At ~}oc, S 9~ 4 ~xCs~'N 5,T 13ecl. 100. a 0 Q Do om o4 Hou-ce sid&imS CDn~rc+ ~ j :5i d to R3 ~ ~..1~1. °l 7. y Toe ~f COY~Crt i ~ I g' III _ L~ Vok RECEIVED 7913 1 44 APR 1 7 VOL 19 PAGE 4998 KATKLEER R. REGISTER OF DEEDS ST. ECEIVEDXFOR.RECORD T• R CERTI FI E0 S V RVE SRi~MV 06/20/2005 61:30PR LOCATED IN PART OF THE NW1/4 OF THE ET CERTIFIED SURVEY RAP AND PART OF THE SW1/4 OF THE SE1/4 OF RE YFEE: 13000 COP FE.- AGES: 2 SECTION 15, T28N, RI 6W, TOWN OF P KINNICKINNIC, ST. CROIX COUNTY, WISCONSIN. OWNERS SURVEYOR CHARLES AND DIXIE ANDREA EDWIN C FLANUM 332 COUNTY ROAD "JJ" NORTHLAND SURVEYING, INC. RIVER FALLS, WI 54022 P.O. BOX 14 ROBERTS. WI 54023 EAST - WEST 1/4 LINE I E1/4 CORNER W1/4 CORNER S87°56'27"W 5304.70' SECTION 15 SECTION 15 3971.34' 1333.36' I I~OO 4 9 _6°a~°m° ON EXISTING DRIVE ON LOT 1 TO BE n ~ d~d d. OC0 0 133' 45' f 1 ¢ r = RELOCATED APPROXIMATELY 38' TO C N 9 I ©r O THE SOUTH TO MAINTAIN 200' z I Ngg'1 1'05"E 514.95' I P SEPARATION FROM DRIVE ON LOT 2 s NORTH LINE OF THE S1/2 OF THE NW1/4 OF THE SE114 rn 01 r d m rn r i oo i LOT 1 AREA: O m PROPOSED DRIVE o 0 itl r Q m O-on S88-11'05"W 290.26' ' . A 2.66 ACRES I~ m C 115,793 SO. FT. m F UNDATION m I I l a f o LEGEND FOUNDATION m N I G~J ALUMINUM COUNTY SECTION cn g L' 2 A9iVE N II I CORNER MONUMENT FOUND m 10.1A ESTO m I THREA OF RIVER cn~ _ . - - y W 89919'51 "W® SECTION CORNER POSITIONED FROM 440,67 SO. FT. A LOT 7 OPOSED DOr WITNESS MONUMENTS OF RECORD cm, 3 DRIVE ; m 9.3 ACRES N II • 1' O.D. IRON PIPE FOUND TO S UTHERLY QG~'Q~i' HOU MEA DER UNE rn QP4y~r SE I 0 3/4'X 18" IRON REBAR SET WEIGHING 407,1 SO. FT. POOL L10 p mI I I / 1.50 LBS. PER LINEAR FOOT m SHED - rn I 100' BUILDING SETBACK LINE m - 75' BUILDING SETBACK FROM O.H.W.M. m 111 G . N I • ` FLOODPLAIN ELEV. = 936 m z FOUNDATION N*4 N I 1c- o O ii 6 1 s I s O.H.W.M. ORDINARY HIGH WATER MARK ° ~e~ I SOILTEST 1~. w~r'~'• O.H.W.M. 55' 60' I cm 82 SS ; UTH LINE / Yr I I NOTE: "tJ OF"E NWI/41 o i of THE SEt/a NO NEW BUILDABLE LOTS ARE CREATED BY THIS _ I " I-♦ - CERTIFIED SURVEY MAP. THIS C.S.M. ADJUSTS m L1 THE EXISTING PROPERTY LINES BETWEEN i RTH LINE PARCELS RECORDED IN BOOK 451, PAGE 563 I+ 0 THE SW1/4 \ 87 4 a I I AND BOOK 498, PAGE 30. THE PARCELS HAVE 0 THE SE1/4 52`226 , ~z x THE SAME OWNERSHIP ATTHISTIME. ` \1NOER ELrNESr' eaI Q" a'~ A' r I LINE TABLE x 0~, m I NUMBER BEARING DISTANCE 10.1 r' A m I L1 S88°2547"W 45.01' I, 'a' v N I I n I L2 SOO°40'09"E 250.11' R I I L3 S00°4009 E 130.32' ' p I C I L4 SOW40DWE 47.50' I Z L5 N79°53'32"E 74.05' !7 i `Oj 1051± m I m I L6 S45°27'36"E 279.51' - my m I L7 S45°27.36'E 31.78' _ \ '$7~5_ZSe_•W g4699 / a I ` L8 S45°2736"E 247.73 L9 N32°01'10"W 108.71' L1 N24'02"W .51Y 1_610 I L110 S5~42'10 W 4158 16 , Zsg: N 55'~ L12 S5r42'10"W 86.83 TREAD OF RIVER I I I L13 S52°42'10 W 71.33' L14 S34°46'35W 141.61' ~ Ip IIQ~D ~~~Dr~ I I L15 S11114125'E 108.81' 00 100, SCALE IN FEET 1" = 160' ' THIS INSTRUMENT DRAFTED BY SAM ADAMS JOB NO. 05-22 DATE 3-31-05 SHEET 1 OF 2 SHEETS 150 O 150 - Vol 19 Page 4998 00 Pam Quinn From: Pam Quinn Sent: Monday, September 30, 2013 4:58 PM To: Ryan Yarrington Cc: sbird@frontiernet.net Subject: RE: can you tell me the proper loading rate I i Looking at Bennie Helgeson's soil report for this site in Kinnickinnic, 3 things jump out at me. First, chambers would be limited to 16" below grade and need 12" minimum of soil cover over the top (seems like an at-grade would be much better). These people need a 5 bedroom system, so a minimum 1500 sq. ft. excavation will be needed for a conventional system, plus the area for the new tank and forcemain installation. Second, the system appears to be <300' to the Kinnickinnic River and >2000 sq. ft. of land disturbance will require a land use permit in the Shoreland district. Last, we need to be able to verify that the system is outside/above the established Base Flood Elevation, which appears to be okay just from the aerial view, but elevations should be using Mean Sea Level. Pam Quinn, Land Use SpeciaCist (POINTS) St. Croix County Community DeveCopment Dept. lim CarmichaeCRoad Hudson, WI 54016 715-386-4680 pam. yuinn e co. saint-croix. wi. us From: Ryan Yarrington Sent: Monday, September 30, 2013 3:36 PM To: 'sbird@frontiernet.net' Cc: Pam Quinn Subject: RE: can you tell me the proper loading rate I will require a .4 loading rate with 12 inches of fill required over the trenches and floodplain must be staked or shot with inspector onsite after plumber determines a benchmark tied to MSL to ensure the drainfield is above 937 floodplain elevation. Thanks Ryan Yarrington St. Croix County Land Use Technician 715-386-4680 From: sbird@frontiernet.net jmailto:sbird@frontiernet.net] Sent: Monday, September 30, 2013 2:39 PM To: Ryan Yarrington Subject: can you tell me the proper loading rate this guys says it is a .5 but the soil boring shows me a .4 (the most limiting factor in the 36 of vertical seperation) thanks Forwarded Message From: bait bartos <bartman869 cDgmail. com> To: sbird(5-frontiernet.net; Julianne McGowan <iulianne.mcgowanCaD-att.net>; Julianne McGowan <Julianne. mcgowan(a),allina.com> Sent: Monday, September 30, 2013 1:41 PM Subject: request for estimate Hi Shaun, Per our recent phone conversation I would like to get an estimate/bid from you for a new tank and drain field, and collapse/ removal of the old tanks. (Large 2000 gallon with concrete lid, and a second 200 gallon tank comprised of an old fuel oil tank which is 3 feet from the large tank). Attached are the 3 pages to the soil test, the 3rd of which is the plot plan, and also the Bid which describes the work that Bennie Helgeson deemed necessary. We would like to complete the work as soon as you can schedule it into your plans. Thanks and have a great day, Bart and Julianne Bartos 2 0 0 o'~ a m rn c CO 5 m 00 m CC v E W N m 5 C m N W d m W S N III CO N E !Y U N W UO ;_WW~~~ a hv" y T O O C C O C = S p W LL = d A m Z c E E d m j_ H W g x U y m m rn 2 y. mmE ' to y'0 m m W = y ~ 2 ~ E Z c E 15 U m m y = m v E go-,~tc_n 30 m 8 0 > o E o W o m o Z m m m m m m = m> m m ° ° ° m . Q?" in o U N Cf m M U S R m o o w LL U a 0- a a a t U) CV) cr e I D O I I I I 1 O 5 ° m Y ~ a' n o it ~ ~"'P~i rs,~.~ ' ■ ■ w ■ ;rt - w"k 4$ i.; ~ 'GF t r F 411, a "AV "s jlu _adW. 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