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HomeMy WebLinkAbout026-1153-19-000 (2) SOIL EVALUATION REPORT Page-Loi Wiscctuin Department of Commerce Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must' I include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. / / percent slope, scale or dimensions, north arrow, and location and distance to nearest road. O~ t0 !l s3~1 D Please print all information. evi by Date qq Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). r~r~ • s Property Owner Property Location ~/e Jr 7f7l S - jr, P~ Govt. Lot in 0 /4 S T 3 N R E (o (W Pro ps Owners Mailing Address Lot Block # Subd. Name or C, S M# ~r✓,~ City fate Zip Code; P one,Number ❑ City ❑ Village To Nearest Road New Construction Use:X Residential/Ndmber ofbedrooms ~I Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: Parent material I~L.Cs~~ t / LiL Flood Plain elevation if applicable lyll~7 ft. General comments J and recommendations Boring ! Cl e coo F i. 2CO~~ M ~ # { Pit Ground surface elev. "j~ ft. Depth to limiting factor in. Soil Application Rate Horizon Depth T-Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDAf 1 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. -Eff#1 `Eff#2 D- Z r I Y Z ~S s /~C . a'Z Z- ~ _ D ~ ~ ink 7 ~ ~ • a4 qo. I I-- sN qa Boring # Boring 1 /7 9 Pit Ground surface elev. J C/ft. Depth to limiting factor in. ® Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 9 p- 3 L/ 7- r ti h -7 f~z- o.~ $-`f ~o Effluent #1 = BOD > 30:S 220 mg/L and TSS >30 1150 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 - 0 715-246-4516 Property Owner _ Parcel ID # Page of FT Boring # ❑ Boring Pit Ground surface elev. 7. ft. Depth to limiting factor _b-a_ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/T in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 0-8 3 a S L_ . z. a T Ell Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil !gplication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff42 a 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 = BOD5 > 30 ti 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BODS < 30 mg/L and TSS < 30 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. SOD-8330 (RAW) Soil Test Plot Plan Project Name Lakes and Hill Development Shaun d Address P.O. Box 10598 White Bear Lake Mn 55110 CS46 #226900 Lot 19 Subdivision Glen View Date 7/18/03 1 /4 N W 1/4S 19 T 30 N/1318 W Township Richmond Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post System Elevation 92.7/92.3 *HRPSame as Benchmark Alt. BM Top of Survey Iron @ 97.4' Scale is 1" = 40' unless otherwise noted Please note: survey was not completed at time of testing, Please Note: Tested area setbacks from lot lines may may not be suitable for change. Installer must verify desired building area. all lot lines and setbacks Check system location before installation. before excavating. 40' B-3 Ad 40171 97' 30' 378' Property Li 96' B-1 80' B-2 P- J 95 5' %pe 95th St. 35' 90' BB..M. .M. i ED LANDS noooo•fo'w i •~N°0j ~ z 8g gm v i Oi 1U w i al „ m 9 8. a- 605.11' ~0~00 f0'E ` ° ww 654.13• 0 248.51 12&-Nr 54.9(• _ '•`nW n - iS F n © ~1 r O n7i~ r---- SO/V _ ,dar,r~ Qp 8ts } rn.:r - ATM--- h t]alt----- ♦ T-W) % % % V" % : 'per ` N i' i 1 'yam N co • 1 a / Is ~ m m l \ I K q m• % 'r k 2YE m 12834 r i S0A33 A: i M a J7 ter. m ^ m• 1•m \ ' m mn 515y~s N ~ 13s.6' ~p ~ ~ \ i I ~ \ ~ 32.31 'Ai en C4 4(1 \ N m 1 ~O~I. CIO l V, \ • n m• 'cytrt~ •68 WSJ Ll') .N U-" M s, 1 •'•Q ~~•a~• "1 r''" « \ 111 M m a I C14 N z= w- M • ' •y%i'~~ • N I 1 1 2 bl 1 1 1 f 1 m 6962 ~E W sloss 8 i N m • 1s9o1'~ 3 w 1 1$ 1' is ~i k m 1[) ml C4 pn • m b •ks nst sue` ~ 1 €i>;,~ 0p►,a+~` ' , } ~ - ~ - . . dA V* N M M 1 i i i O 11 i lot i SEE SHEET 2