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HomeMy WebLinkAbout024-1041-90-000 (2) Wisconsin Department of Safety and Professional Services Division of Industry Services IVED, SOIL EVALU PORT Page 1 of 3 in accordance with SPS 383, Wis. Adm. County ST. CROIX Attact than 8 1/2 x 11 inches in size. Pla `~ROiX i inGud :ontal reference point (BM), directi Q f 0f Pendi g) percent slope, scale or dimensions, north arrow, and location and distance d. Please print all information. Re wed by Date Personal information you provide maybe used for secondary purposes (Privacy Law, s- 15.134(l) (m)). Zy / Property Owner Property Location COLLEEN C. COOPER Govt. Lot SE 1/4 SE 1/ S T 28 N R 17 W Property Owner's Mailing Address Lot # Block # Subd. N e or CSM# 12 170th Street (Pending) City State Zip Code Phone Number []City Village ■ Town -ITe-a-re-sr7toad River Falls, WI 54022 ( 715) 441 -6696 170th Street New Construction Useo Residential / Number of bedrooms NK Code derived design flow rate NK GPD Replacement Public or commercial - Describe: Parent material loess over glacial till Flood Plain elevation if applicable N TA ft. General comments Mound System 1.0 ft. sand fill 0.4c loading rate and recommendations: To be designed and approved by the State of Wisconsin before permits are issued. (2 - 7" frost) Boring # 11 Boring Q Pit Ground surface elev. 97.20 ft. Depth to limiting factor 27 in. Soil lication 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 1 0-10 7.5YR2.5/3 sil 2f-ma&sbk mfr as Ivf--m 0.6 0.8 2 10-24 7.5YR4/4 - scl 2f-mabk mfr cw 1 of--f 0.4 0.6 3 24-27 7.5YR4/4 scl If--mabk mfr aw 0.2 0.3 4 27-34 7.5YR3/4 c2f 7.5YR4/6 scl Om mf 0.0 0.0 Horizons 2& 3 have some gr 5-10% 2 Boring # ®Boring 97.45 27 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/fg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-10 7.5YR2.5/3 sil 2fa&sbk mfr as Ivf-m 0.6 0.8 2 10-25 7.5YR4/4 SO 3fabk mfr cw lvf-f 0.4 0.6 3 25-27 7.5YR4/4 scl 2fabk mfr aw Ivf-f 0.4 0.6 4 27-36 7.5YR3/4 scl Om raft 0.0 0.0 Horizons 2& 3 have some gr. 5-10°/ ' 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 Print) Sign CST Number MARY JO HUPPERT Hollister's Soil Testin &Desi n 224832 Address Date Evalua ' ducted Telephone Number 28497 King Arthur's Court, Danbury, WI 54830 02- 15 - 2017 715-426-1775 SBD-8330 (R07/ 13) COOPER, Colleen C. Property Owner _ Parcel ID # (Pending) / Page of Boring Boring # © J Pit Ground surface elev. 97.87 ft. Depth to limiting factor 24 in. Sod Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDlfF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 1 0-10 7.5YR2.5/3 sil 2f-ma&sbk rnfr as 2vf-m 0.6 0.8 2 10-24 7.5YR4/4 scl 2fabk mfr cw lvf-m 0.4 0.6 3 24-28 7.5YR4/4 fl f 7.5YR4/6 scl 1 f-mabk mfr aw I vf--f 0.2 0.3 4 28-36 7.5YR3/4 c2d 7.5YR5/6&10YR6/2 scl Om mfi 0.0 0.0 ❑ Boring # H 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. 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 GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 ` Effluent #1 = BODS > 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BODS < 30 mg/L and TSS < 30 mg/L SBD-3330 (RO? 13) Plot Plan Page 3 of-5 Property Owner I"=40fi. Legal Description -A PART OF THE ---Z'/'. n,= TIM (except where noted) 56 / -SE 6, 32, TZVP 1 17 k/. `1'txWIM of tFLB$SA A; = Backhoe pat IlAuFy, 45F, dRPIX 601AA DT w15C-'OA5 ~S t~KoPcs~p IZ- ly North 97.87 ~ / 131Q ®-~pM~Z='ToP 350 ' OF Pta PI PE Tb f1 /VA15DVE l?D ST. • C~ROUAiD = 4&30 q,T. a~, o0 Paz, 'T "TV Z=ToP OF FEAC£ Po.5T AT /'I P'E G-rNE R3S"T .3'AiOVE GROUND -A s.SU.+n e D /00- DO ' ►Site Location; xh n T O o m I ~~n of 7 QM do3 S J I o~ I vv m odd w ti W n o o: C m .'3~`I t idi A N it C I m Sj t v 54 ~ 111 1 b G/I 1 f ~c Y I I Q t'1 N I C w ` IR -rs C ~ m 0 m ' iii i ♦ iaii'i ~ 'tip. a• 4iir1F ~ iMCi~ ~ aYi4 wp ~ & ~ a a~. a v,. , za! 4 i'~'~Z ,7 •y>:&" uA*- a~' ~~`i;P'~ ~c * ~i ~~x'~~u~ ,w;; b ~T ~ '•M ~ s.~ _ S4 + 4`FyA-fie{k T~. NN, 'fr ♦ K .,w~;,4 ~ t °°y` rl~*""~ ~ 1 ~ ~-may t t . v~ ~ F s ~s * m 4-0 a v 'it F 3 v ,ter;:' ^ 'At 40, - 7 r y { 4y .Ay "y¢. .y G ~ ~a~.y.Yf~ 5 n4 f^~ c~ a ` 71 " b ~ gRNECEIVED C- Sib ut) C) CERTIFIED SURVEY MAP LOCATED IN THE SE 1/4 OF THE SE 1/4 OF SECTION 32, T28N, R17W, TOWN OF PLEASANT VALLEY, ST. CROIX COUNTY, WISCONSIN. 3 m 3 Co 2- r, SCALE IN FEET E 1/4 Corner w .00 Section 32 U ) N z 0 120 240 480 T28N, R17W IV I cc~o ~a/ ' L4-) N~ R o M o 114 to `doi' o 4 SE J~Q / I o~ NE 1 Unplatted Land / I L-=N=3 I J N 04- W I I I - m o v North line of the S 89052'03" E 1317.92' - 2 0 11 11 SE 114-SE 114 QI 653.14' W 631.39' 33.39' I j 664.78' 1284.53' h 33' c Lot 2 33t Z 14.021 Acres I 610,758 S.F. I I co Including Road R.O.W. S 13.185 Acres I e~ 0 574,349 S.F. o c Ii! Excluding vi 0p0o w Road R.O.W. c " o f ~I I Lot 1 a I - 25.404 Acres 1,106,616 S.F. I r°~ M Including Road Right-Of-Way e~ Centerline of r" A Se e driveway I ~I o 0 25.198 Acres 1,097,643 S.F. Mantic holes 0G0ar0g oo Excluding Road Right-Of-Way ,j x o Well IO N ' 1I k ~''o c =3 3' W 5F 0 N\ u= c, Septic M 10 Mound Q W 33 I rn a) o LIJ I 384.46' 35.63' ° Z B3 ® 420.09' S 1/4 Corner ® BI N 89°50'18" W° I o Section 32 See Surveyor' s T28N, R17W Notes #1 (Page 2) B2 N c I c (Aluminum Cap) era South line of the SE 114 1278.51' O 36.16' I i° 1314.67' N 89`50'18" W 1314.67' N 89°50'18" W 2629.34' I- -I See Surveyor' s LEGEND Unplatted Land Notes #2 (Page 2) SE Corner Section 32 County Section Corner T28N, R17W Monument, found (Steel OWNER & SUBDIVIDER "Survey Mark" Nail, unless (Point of otherwise noted). Colleen Cooper Beginning) 1 1gg/4" (o.d.) x 18" iron pipe 12 170th Street ``~~~~~~nnuumu►up~~~l/ O foot, set. l/68 lbs./linear River Falls, WI 54022 ``ONS~A_% Existing fence/fence remnants. DANIEL P. ' Soil borings performed by DANIEL P. KUGEL S-2684 = KUGEL OBI Mary Jo Huppert on PROFESSIONAL LAND SURVEYOR n February 15. 2017. OGDEN ENGINEERING COMPANY = S-2684 1234 SOUTH WASSON LANE RIVER FALLS, F Approximate proposed RIVER FALLS, WI 54022 driveway location. JOB #16-3364 WI ~p a O Pipeline marker post. DATE: MARCH 3, 2017 S uR ~Npnomuiu~~ THIS INSTRUMENT DRAFTED BY DANIEL P. KUGEL PAGE I OF 3