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Home My WebLink About020-1481-09-240 (2) p~ 2018 WiisconsnDepeltmenlor0'orh',Jlw SOIL EV LUA EPORT Page -sot Division of Safety and Build lg p'. a q.) 9 , 3Ev67 / - u l IIn "tda ce with Comm BS, l^hs. Adm. Gone _ mpletYilt6 r' q - a~r, OounlY C - Attain co glerrdrypafx^r nofte53 than 1 /2 x 11 inches in size. Plan must include, but not limited lo: vertcal and horizontal reference point (BM), direction and Parcel I I 1 Percent slope. scale or dimensions, north arrow, and location and distance to nearest roatl. Please print all information. Renewed Dale Personalm'o.Wn yw Wcn, cmay ew4 Ica miry Pamoses(Prlvucy uw.v 150.(1)(mp Property Owner I i Property Location ! ^ - - 1;4~ tib TZ / IN E( W 7 C-t. / ~IGr Govt Lrnl~~11 Property Ownei Mailing Address,_ 7 t# J Block It Sutx! Name Or CS M4 Q! State. Zip Cr Phone Number ❑ City villa Iowm Nearest Road tom- 7 107 zz New Construc t on Us Residential I Number of bedrooms Code derived design flow rate GPD ❑ Replacement Public of commercial - Describe: Parent material --ti Flood Plain elevation if applicable A- ft. General comments and recommendations- ///n/ z -X System Typo /z! "11, 6C System Elevation ❑ pit Ground surface elev. R. Depth to limiting factor _ in. F7] SOiI Application Rafe Flonzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPOW in. Munsell Qu. Sz. Cont. Cola Gr. Sz. Sh. 'EflR1 -Effp2 , Z l.i ,~i rv ,fir r•~ 7 Boring N 1__I pit Ground surface elev. ft. Depth to lumling factor in. Sal Appi,: lwn Rate Honzon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots GPD,Yf in. Munsell Do. Sz. Cont. Cola Gr. Sz. Sh. -EfMt1 i •---"2 l - pp EMuen1 pt = BOD. > 30 < 220 rrKyL and TSS 150 n,al_ ' Effluent #2 = BOD, < 30 rlxA and TSS < 30 n1grL CST Name (Please Print) Si, n CST Number Bird Plumbing, Inc. Shaun Bird 226900 Add,nss Data Evaluation Conoooled Ldcphono NivrW1 1432 120th St. New Richmond, WI 4 7 j i 715-246-4516 Property Owner_ _ Parcel ID # Page Boring # LEI ❑ Pit Ground surface elev./ h. Depth to limiting factor in Soil nation Rate HDomaram Color Redox Description Texture Structure Consistence Boundary Roots GPD#f Munsell Qu. SzCoot Color Gr. SzSh 'Eff#1 'E1f#2 Boring # Bering ❑ pit Ground surface cloy. - - - - R. Depth to limi4ny factor in. Soil Application Rate flonzon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD•Yf in. Munsell Ou. Sz. Cont Color Gr. Sz. Sh. 'Eff#1 'ER#2 Boring # ❑ Boring ❑ pit Ground surface elev. R. Depth to limiting factor in Soil icaGon Rate Horizon 'lepth Dominant Color Redox Description. Texture Structure Consistence Boundary Roots GPDKf m. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'ER#1 'ER#2 tMuent #1 = BODE > 30 < 220 rrWL and TSS >30 1150 M( 4t ' Effluent #2 = BOD, < 30 mg& and TSS < 30 n91 'Ihe Department of Commerce is an equal opportunity service provider and employer. If you need assistance to access services or need material in an alternate formal, plcasd contact the department at 608-266.3151 or TTY 608-264-8777. YUU tlL~1 IR ntnl I Soil Test Plot Plan Project Name NWP Holdings Shau tr'd Address 1844 River Ridge Rd. Hudson Wi 54016 ( is` IN-1 #226900 Lot 24 Subdivision Whispering Oaks III Date 2./10,/17 NE 1/4 S W 1/4S 7 T 29 N/R19 W Township Hudson Boring G) Well PI, Property Line County ST. CROIX BNI or VRP Assume Elevation 100 ft. Top of 3/4" pipe System Elevation TBD *HRpSame as Benchmark 13.M.';;' 107, 'yS' Prope.ny Line 15' 4% Slope B-2 Scale is 1" = 40' t3 1 J,l unlesS otherwise noted 9s so' yy- 65' 100' Ori;inul soil test was destiny by road constuction c~ r2- gl bnS` ti j 141,ii Slope B-' 921, 80' B-I 94' 45' 96' B_3 Autumn Oak Lane r B.M.* JS' -10' 10' 2SS' AN- ~ G K A IVA R2 IZ C 5T wiwonsinDepartnwtofCommerce ` v U`-SOIL EVALUATION REPORT Page -,of_-_ Division or Safety and Buildings in accordance with Comm 85. W is. Adm Code Attach complete site plan on paper rid less than 8 1f2 x 11 inches in size. Plan must S74 (rl ~AF~ include, but riot limited lo: vertical and horizontal reference point (BM), direction and Parcel LD EC ZMP!T Percent slope, scale or dimensions, north arrow, and location and distance to nearest road. ~J Please print all information. Reviewed by Date Penaul inronrebon you rxeviee may ba ti=ed for rernndery t>txeoeer (Nwary Lhv. S. 15.04 (1) (ml) l t L 011 Property Owner Property Location V✓ i ST ` Govt. Lo Iv 114 !4 S ~yE ) W Property Owners Mailing Address Lot # Block # s~g . Name or CSM# 18`1 `1 Z; ^ ?may 1 l✓{i~ l. , C9 ::1 A-1 L..' ~L= E~ C 110 lit Oiq' State Z1p LOCW4 Phone Number ❑ city ❑ ge own Nearest Road jZ~ b ( I ~jh Construction Use:fig.Besidenbal I Number of bedoons'o - Code derived design flow r e 7 .1U ____y.!!- _ GPD ❑ Replacement ❑ P lic or mercal - De5fribc. Parent m=i=nt Flood Plain elevation if applicable - - ft. General bor.rr1-_ Sb t and nxommendations: System Type ISyst IEliation ~_6 1 f❑r~~I Bering -r t 18 # 4l.Pil Ground surface elev. ~r R. Depth to limiting facto J in. Soil Appbcabon Rate Ho zon Depth Do mai nt Cola Redo : Descriptiol Texture Structure Consistence Boundary Rods GPDjW in. Mtnsell Qu. Sz Cord. Color Gr- Sz Sh. •Eft#1 •Eff#2 Boring # ,~70 Boring /lf ® O'Pit Ground surface eleJ _ fl. Depth to limiting factor ~ t_ ! in. Sal Application Rate Floizon Depth Dominant Cola Redox Description Texture Structure Consistence Boundary Roots GPDMP in. Munsel Qu. Szlcord, color Gr. Sz. Sh. •EMrt •Efl#2 7 VZ-L IvId 2- /i - - • Effluent #1 = OD_> 30 c 220 ngfL and TSS >3o < 150 • ETuent #2 = BOD, < 30 mg& and TSS < gp mqL CST Name (Please rint) S1 a[ CST Number Bird Plumbing, Inc. Shaun Bird226900 Address s, / Ualu Evalualiah Conducted Telephone Number 1432 120th St, New Richmond, WI 54017 Z-0 - n ' 715-246-4516 J `I Property owner Parcel ID # Palfa/ of ❑ Bonn9 n Bori n .1 "1 R-1 ~ # ~ Pit Ground surface elev. Lt L~ h. Depth to limiting factor Sal -Appkatcn Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary ' Roots GPDMF in. Munsell Qu. Sz- Cont. Color Gr. Sz. Sh. / 'Ef#{1 'EfW2 "M r 2 G i+ ,1~ T L v E` t.3 )w i' -I P 1 _ ; n/ l ❑ Bong # ❑ Boning ❑ Pit Ground surface elev. It. Depth to limiting factor in Soil Application Rate Horizon Depth Dominant Color Redox Desaip¢on Texture ' Structure Consistence Boundary Roots GPDM in Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Efl#1 'Eft#2 r" ❑ Ong # ❑ Boning ❑ Pit Ground surface elev._ft. Depth to limiting factor___ --n. Sat Application Rate 1: 1 Floroon 'lepth Dominant Color RedoxPescripton. Texture Structure Consslence Boundary Roots GPDff m. Munsell Qu. SY.~ Cont. Color Gr. Sz. Sh. 'E#91 'Eff#2 r r ' Effluent #1 = D~ > 30 < 220 mgyL and TSS >30 < 150 ffV& ' Effluent #2 = BOD, < 30 mgL and TSS 130 mg'. The Department of Commerce is an equal opportunity scrvice 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 608464-8777. WD uiofR.wwr Soil Test Plot Pla Project Name NWP Holdings Sh in Bird Address 1844 River Ridge Rd. "Y 2~ Hudson Wi 54016 (5 "I'M #226900 Lot 24 Subdivision Whispering Oaks III Date 12/10/17 NE 1/4 S W 1/4S 7 T29 N/R19 W Township Hudson F] Boring Q Well PL Properly Line County ST. CROIX j Byt or VRP Assume Elevation 100 ft. Top of 3/4° pipe System Elevation TBI 'HRPSameasBenchmark 10?' 298' PropertV Line 15 4% Slope. B--' 99, Scale is 1" = 40' B-I 9s unless o(hel•wise noted 981 30' 99' 6;- ❑ B-3 100 Autumn Oak I-ane TYPICAL LOT OET♦IL FOR Cl CALCULATION WHISPERING OAKS - PHASE III iSl AND I MAP'. ',R CONTIGUOUS Y BUILDABLE AREA 0 A :01 -C Ir I a\ i • A 'S>-... ,n ACRE A 18I-T 11 +i."'-- _ - :O nU4- ♦ A I A { ~1 I ♦ ♦ a J! - - - - - - - - - - - - {y 1 Il f t ♦ l it ~r J 11111 5 A A I II I~ E EI~;' ~ ~I III _ I 'III I I Id '1~I1 Flil t r ♦ tI1 I -J RFc~/L~U WHISPERING OAKS - PH~ ,,W '"~`°"°`°n"' FOR ce♦c♦LCUL♦noe .CH ANC' :RA MAP, ry 't r tIGIL' Jo is OUIIUASLF ARFA 4 4*1 lip 3>r ♦ Y vv Q tv ♦ Y - yi lQ5 ♦ A 1 t r 9 I 1+1 ..-A A~.• „ ` .ui I i V.4. ~ n -c IfrT III ' - - - I t31 ~ ° 1 ♦ ' I y 1 ,'I ♦ ♦ a III' --I f - 11j I y'~h it V r~ eso I~