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Home My WebLink About030-2034-30-010 (7)Wisconsin Department of Safety and Professional Services Page 1 of 2 Division of Industry Services t �_ SOIL EVALLIALREPORTO 2�23 I cS1�-73 In accordance with SPS 385, `-C+ourtt�y T,Im�Ent Attach compl4te site prdn anpaper no less Man 8 1/2 x 11 inches in size. Plan but not limited to: vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. 030-2034-30-010 (Current) Please print all information. we by D t Personal information you provide may be used for seconds purposes Privac Law, s. 15.04 1 m Property Owner Property Location: Robert Obrien Govt. Lot: SW '/4 NE '/4 S 24 T 30 N R 20 W Property Address Lot # Block # Subd. Name or CSM# 274 Arbor Hills DR 04 Arbor Ridge (proposed plat) City State Zip Code Phone Number ❑ City ❑ Village ❑f• Town Nearest Road Houlton JWI 54082 1 1 1 Saint Joseph 24TH ST/Arbor Hills DR ❑■ New Construction Use: ❑■ Residential/Number of bedrooms 3-4 Code derived design flow rate 600 GPD V/ '4 El Replacement El Public or commercial -Describe: St�s�� Parent material Sand loam till over loam deposits (Amery- �- r r w� i0y y y p ( ry-'3sufl°It/ (Vlild4lain elevation if applicable NA ft. 7,4 �( rLJ► r, �y�,,� `, ' General comments and recommendations: Supplementary borings to move soil treatment area out of proposed drainage easns ement. LF = 24" (Redoximorphic atu�e I [ l • � Recommend minimum 12" sand -lift POWTS mound on 98.00 contour with 0.4gpd/ft2 loading rate between borings B2, B4, & 135. 4 Boring # M Boring ❑ Pit Ground surface elev. 95.00 ft. Depth to limiting factor 24 in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots ouu mppication Ka[e GPD/Ftz *Eff#1 *Eff#2 1 0-10 7.5YR 2.5/3 - sl 2f-mgr mfr cS 2c-vf 0.6 1.0 2 10-24 7.5YR 4/4 - Is-sl 1 msbk mvfr gs 1 c-vf 0.4 0.7 3 24-37 7.5YR 4/4 c1f 10YR 4/6 & 10YR 5/1 sl Om mfr cw 1 m-vf 0.2 0.6 4 37-48 5YR 4/4 m2d 7.5YR 4/6 & 7.5YR 6/1 I-sl Om mfr-mfi - 0.2 0.6 EBoring # 0 Boring ❑ Pit Ground surface elev. 95.00 ft. Depth to limiting factor 27 in. Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots �uu rr ucauon Kale GPD/Ftz *Eff#1 *Eff#2 1 0-11 7.5YR 2.5/3 sil 2f-mgr mfr cs 2c-vf 0.6 0.8 2 11-21 1OYR 4/3 - sil 2fabk mfr gs 2c-vf 0.6 0.8 3 21-27 1OYR4/4 - sic[ 2fabk mfi gw 1m-vf 0.4 0.6 4 27-40 7.5YR 4/4 clf 10YR 4/6 & 10YR 5/1 cl 1 msbk-Om mfi 0.0 0.0 * Fffin of If! - Qnr) -on,11-11 ' ------"--- CST Name (Please Print) --- •��••• ••- + iinc-uvu,�JV=LLV Signature III /L a11U IJJ13US IUUm /L Ryan Bechel CST Number 1330832 Address Date Evaluation Conducted Telephone Number W11932 560TH AVE, Prescott, WI 54021 02/07/23 (651) 327-0074 0DU-0,5ou (Ku4/ ID) Designer: Ryon Bechel Certified Soil Tester: 1330832 Designer of Engineering Systems: D 2263-7 C� **Well to be located >50ft from soil ,7 ADVANCED `All property lines not drawn are >100ft from E N l' f fi G N M c' N T A L System 1 Wetland treatment area & "Ilk R >25ft from tanks** Borings evaluated 12/4/20 by Gary BM2 = 101.00 B3 Spanel Top of yellow !ifpipe 99.80 (18" above grade) 82 I i00 LOT 04 LOT 03. i I i I i Proposed i lot lines -U0 B1 - I 9 8.7 0 B OQ— N e4 I I **Soil test for lot 4'AINAGE EASEM = Benchmark t SYSTEYI NOTES Soil Boring N Septic Tank: �} Pump Tank: J Soil Treatment Area: -Recommend minimum 12" sand -lift POWTS mound on 98.00 contour with 0.4gpd/ft2loading rate between 32, 84, & B5 -Depth to restriction = 24' (RedoximorpNc features) -Contour = 98.00' -Slope = 20% C. i BM 1 = 100.00 Top of orange Z" pipe (16.5" above grade) BM3 = 98.00 Top nail in 22" hardwood tree (6" above grade) J CL Ln O Distribution: O-System will require pressure distribution J LOCATION MAP N � • SITE 274 ARBOR HILLS DR (not to scale) Ipllt, HU I70me *Set 2/7/23 by Ryan Bechel) PREPARED FOR: proposed** (/ r / / / / / / Robert Obrien Site Address: 274 Arbor Hills DR Houlton, WI 54082 SCALE PID: 030-2034-30-010 3.95 Acres (Yf1ND Legal: Lot 04 Arbor Ridge of 15n 30' ,,� / ,/ / l , / 14 S241T30NER20W Town of Saint Joseph Certified Statement.• This system has been designed and evaluated in accordance with State No WARRANTY IS MADE THAT THIS SYSTEM WILL CONTINUE TO FUNCTION INDEFINITELY. System and Local codes. The soil treatment must be property maintained. Review area must remain protected from disturbance and/or compaction before and after conetnx:tion. Scale: 1° = 30' Date: 2/07/23. your system's management plan for information on proper care and. maintenance. PRELIMINARY PLAT OF: ARBOR RIDGE PREP ARED BY: PREPARED FOR: LOCATED IN PART OF THE SW1/4 OF THE NEl/4 AND PART OF THE NW 1/4 OF THE SE3/4 OF SECTION 24, un RA bEs WOE01 HGDEroN,wr:eR1 TOWNSHIP 30 NORTH, RANGE 20 _WEST, TOWN OF ST. JOSEPH, ST. CROIX COUNTY, WISCONSIN. ii3; -1— —EA —FAGAN LOCATION ` ( IAND SURVEMR. DOUG FAHLE0. SECTION 24, T30N, R3DW IINPNTTED IANU \ R --f 7- --- p— _ iuxEOr C NORiH wnixn'c•xruivemru mrvMo„va —xOR nIESWUd OF INF NEr/ / �' -p "� \ �-1 1 iDi.I.RFA - J \ O AGRKUITU .U.- el a NUor1s LFNGTHDEr—EDrowNROAD .1sD3 OURREWMA REMDENUAI n a a RRDRDREDUREDMNG"FAMR.NDU- / n MURMUMLOT REQUIRED AREA 3A- Ij LOT 13.GE AC �� 1 y • P 1{ / UOTtGNnGDGus LFISENa 4 `I ` ea vA. w eaer[FrvortcraRu w;U'�uEM.E >I v El i� LOT 2 ° M al - 1 I t �� ,R D=. N'"A xNNENH �, ,w,.•. �. } i ) 311 AC li I 1~ \ I \ ors //-/> LOT � Ia 1 - eT v u x n _ - Qb __ � sI ,' 67 LOT 3o I°I 0, 3.11 =t— a �. " �F� i /mod/ �' 1 hereby certify that this survey was prepared by nve or under " / Lw� \ my direct supervision, that it is true and correct to the best Q I7 a ) e \ I- -F-� `. `�- /� _ 15= I t✓�' of my knowledge and belief, and that 1 am a Professional Z Land Surveyor under the laws of the State of Wisconsin. x —57� E m ��oslQa._�• "�o QP, 0210//200 Duglas 31 Zah, P145 Data q 3.ssAc w o .950LLI -' \ •. LOT 5 F wls� s m 0 3.15 AC �i N\ ,`((.�• ".•- :Q-Y o j \ {' J I ZAHLES -214 W ------- __ _ w /Sp- *� �* O ts UM '; ---- CE RTIrI D SURVEY MAP VOLE 29 GAGE 6598 Dn� 4."3ros�v OW 77 s URVE� rTf OF 1 /`1 / Wisconsin Department of Safety and Professional Services Page of Divisionof Industry Services SOIL EVALUATION REPORT In accordance with SPS 385, Wis. Adm. Code County p� 4�%' �a Attach complete site plan on paper not less than 8 112 x 11 inches in size. Plan must include, "- but not limited to: vertical and horizontal reference point (BM), direction and percent slope, Parcel I.D. scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Reviewed by Date _Personal information you provide maybe used for secondary purposes (Privacy Law, s. 13.040)(m)l. i Property Owner � t t: ti _ t r, (.' .r ,` ,r `` §•,: t Property Location Govt. lot '/, S V f 1C; O +/ S T�[ N R 1 i E W (or) Property Owner's Mai Address Address $ / ��jl. Lot # 81ock # Subd. Name or CSM# y ` City € State_ 1 r� Zip Phone Number Code Zi , I de � city ❑ Village � Town} Nearest Road, j `�'t-' (' ( � ` L �f�' -"�lUj f...% t' \41 FQ,New Construction Use: ERResidential/Numberofbedrooms i Cade dedved design flow rate/" .4 1 PD ❑ Replacement ❑ Public or commercial — Describe: Parent material Flood Plan elevation If applicable ft. General comments and recommendations: Boring # ❑ Boring Pit Ground surface elevft. Depth to limiting factor in, Horizon Depth In. Dominant Color Redox Description Munsell Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Soil Application Rate Boundary Roots GPD1Fe 'Eff#1 *Eff#2 ��j' ' � �`. n /� d_ I ��rY� !� rr�!tin Boring # ❑ Boring ® Pit Ground surface elev.16 U ft. Depth to limiting factorg in. Horizon Depth Dominant Color In. Redox Description Texture Structure Consistence Boundary Roots Soil Application Rate GPD/Ft2 Munsell Qu. Az. Cont. Color Gr. Sz. Sh. *Eff#1 'Eff#2 =7,�� r pit * Effluent #1 = BOD, > 30 < 220 mg/L and TSS > 30 5150 in IL Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 5 150 m /L lease Print) Signature .0 \'1 / CST Number EAddress E" Date Evaluation Conduct d Telephone Number -- Y LY r SBD-8330 (R04/15) 01 Boring # ❑Boring Z/_ L 1 Pit Ground surface elev9% �ft. Depth to limiting fact�or= ! in. Soil i Annlicatinn Rate Horizon Depth In. Dominant Color Munseil Redox Description Qu. Az- Cont_ Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ft2 *Eff#1 *042 N\,J 1:1 Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Snil Annlicatinn RAtn Horizon Depth In. Dominant Color Munseli Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Ff *Etf#1 *Eff#2 El Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Snil Annlicatinn Rah: Horizon Depth In. Dominant Color Munsell Redox Description Qu. Az. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/Fe *E-f#1- *Eff#2 ` Effluent #1 - BOD, > 30 5 220 mg/L and TSS > 30 <_ 150 mg/L ' Effluent #2 = BOD, > 30 5 220 mg/L and TSS > 30 5 150 mg/L At-- .., -!81 i 'twf e.) 4 - . Sm:' P' C .P': Top �YELLQW' o 1 t �- s f, �t I� 7-7 r' 601 a