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Home My WebLink About026-1153-15-000 (2) Wisconsin Department of ~ommerce OIL EVALUATION REPORT Page of 3 Division of Safety and Builongs In accordance wit Comm 85, Wis. Adm. Code County Attach complete site plaon pffi*rQ" jQj1*2 x 11 a '?e. Plan must include, but not limited t verticaF~l~g~p"~erence int ( direction and Parcel I.D. percent slope, scale or d ' n and distan Wiest road. view Date Please print all information. a l~ r7S Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property Location (7 t Z 0 Govt. Lo ~ 114 ~l4 S/ T ,3 O N R E (o W Property is Mailing Address Lot Block # ESubd. Name or CSM# , City State Zip Code Phone Number ❑ City ❑ Village Town Nearest Road OfA ew Construction use. dential / Number of bedrooms Code derived design flow rate JZ~ GPD ❑ Replacement ❑ Public/ it commmercial - Describe: J - - Parent material CD Flood Plain elevation if applicable A'l 14 ft. General comments and recommendations: Boring surface el V. Lft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM 'Eff#1 'Eff#2 in. MunseU Qu. Sz. Cont. Color G r. Sz. Sh. I o_ j 1 1 ❑ ~j //~j) a Boring # Boring +11G-tt~t Pit Ground surface elev. Depth to limiting factor in. Soil AoDlication Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIfP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 'Eff#2 • Effluent #1 = BOD >30 < 220 mglL and TSS >30:S 150 n9OVI ' Effluent #2 = BOD < 30 mglL and TSS < 30 mglL CST Nam (Please Print) re CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address p Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 0 j 715-246-4516 property owner _ Parcel ID # Page of F~21 /_j Boring # Boring pit Ground surface elev. ft. Depth to limiting factor ! in. n*Eff Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots DKf ft# 2 in. //Munsellll Qu. Sz. Cont. Color Gr. Sz. Sh. K'Y1 C~ Boring # E] Boring ❑ pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate a Horizon Depth Dominant Col Redox Description Texture Structure Consistence Boundary Roots •E GPD/fF in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. ❑ Boring Bori E]ng # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Soil icadon Rate f Horizon Depth Dominant Col Redox Description- Texture Structure Consistence Boundary Roots GPD/f •Eff#1 `Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. i • Effluent #1 = BOD; > 30 < 220 mg1L and TSS >30 150 mglL ` Effluent #2 = BODE < 30 mglL and TSS 30 mglL 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. SBD4330 (R.6I00) Soil Test Plot Plan Project Name P.C. Collova Blyds. Inc. Shat ird Address P.O. Box 489 Somerset Wi 54025 #226900 Lot 15 Subdivision Glenview Dat 8/2/05 SE 1/4 N W 1/4S 19 T 30 N/R18 W Township Richmond Boring Q Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Top of Steel Fence Post System Elevation 93.6/93.5 *HRpSame as Benchmark Top of Survey A1t.B.M. Property Line ~B.M. Property Line 125' Scale is 1" = 40' unless otherwise 30' B-2 15' A- ho noted 45' 0' B-3 0% Slope -1 Property Line 146th Ave Pc. Coffova Buifders, inc. Colfova Builders PO Box 489 Somerset, WI 54025 715-247-2742 Fax715-247-2747 June 30, 2005 RE: Septic systems at Glenview Lot 13 - 1475 92nd Str., New Richmond Lot 14 - 936 14e Ave. New Richmond Lot 15 - 938 M Ave., New Richmond Lot 16 - 942 146 h Ave., New Richmond Shawn Bird went to Lot #13 around 12:00 PM today to do the septic system. Dug holes where indicated on original soil evaluation form and found bad material. Appears the soil had been disturbed. There were inconsistencies from what the original soil evaluation test showed Did a re-perc on Lot #13 and was able to find a new spot. Installed the septic system in the new location. Called Richard Nelson about this matter. He was in the area and he stopped by and viewed the soil. Discussed with him what the situation was and that we would have to do re-peres on the remaining 3 lots (#14, 15 &16). Discussed about getting reimbursed for the costs to have all 4 lots re-perced. Called Glenn Basil and left a message. Phil left the excavation office phone number as well as his cell number. As of 4:30 PM today he had not returned Phil's call. Pam at St Croix Zoning came out for an inspection of the septic system around 2:30 PM today. Discussed re-percing as material had been removed. Asked her to sign this letter indicating her agreement with the assessment. R hilli Collova P.C. Collova Builders, Inc. Shawn Bird lumbing, ;fy -1 Pamela Quinn aw St Croix Zoning > i~ tsL- 10 ~ t• ED LANDS ? n m 1 0 8 % N00'00't0'W I O cW ~ 3 z Sg Y 7 . W -9761.66• FI ~I ^I WI k t v< d I 0 (J I 7~xq\ I ° 9,3 5g. t jut ui S N ,j, Rio *O.00.10'E 605.11 --------------_SaoVDto-t_ as•9r - txss 64.50 1 - g 80 - O ,i o$ us "Min r i ! i ! I ~ ~ ~ ~ \ ` .~,flObb~`0311 b jd6` i I zs r--- Y ~ `bcs ur 0l,0F.~`` _ J51- 00 N m • ` ve lb N i imY♦♦♦;y Y `I C~ M C m m 8 tq~$ ~ me rE _ At I M a _ by N• ° I M 1 M.90.Ytf05 • I 1 ;1. 1r . rrs m N i I ♦ \ 5M , ~ a • M~t•o'f'M 7'61 6£s ~y 1 _ ` i n m• °byu 'Bg]ga WSJ n \ 1 • 1w 04 " 3 m 1~ 1 m - 1 g 1.7 s 1 - Cp ,y k YA 1 1 1 •,ti• f 1 A sa6ss•74s•70* a ffiW g o71'E b~ m"!$~ +1,~i 1 i 1`` g i N • ~ /9e•~s . 1 1 ~ 1 , ~ . m 1 loam h w 1 1 R 1' sg=a 1 = N s+ <W ~i • I ~ i6'~z'w ~ n¢ ~ Nt7x' 1 j 1 ~~J i~ ~ N t'7 s N a" 1 W` a 1 xry _ M m m 1 r --r- 'hW N ' ~ I 1 M i 1 % % i r- O 11 SEE SHEET 2 r ' Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County A Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must ° L f 1 include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. )'D percent slope, scale or dimensions, north arrow, and location and distance to nearest road. s Please print all information. evi by Date AN , Z~ Personal information you provide may be used for secondary purposes. (Priya@y Ul1ni, s. 15.04 (1) (m)). Property Owner Property Location '//5- e- 40,01r- e'/L~ Govt. Lot a* YO /4 S T3 N R E (o W Pro pe Owner's Mailing Address Lot # Block # Subd. Name or M# f city fate Zip Code P one Number ❑ city ❑ Village To Nearest/Road New Construction user Residential / Number of bedrooms - Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: - Parent material U~ld4/a ~~iC/ Flood Plain elevation if applicable ~1//~ ft• General comments ~ ~ ~ F~ . z w¢ L Boring # Boring M Pit Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate 1 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 O l' r3L / CS 1 ~P Z/ k7- 70 s C? Boring # Boring ® 9 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. ~~11 'Eff#1 •Eff#2 p- r 3 J Z S L a mIKv r-r 2 1 p r slt,~ ~ G 1-n sb1e... ry►,~ji• 1 ~ _ z 3 10 r /4 5 bs rr► a a-If Effluent #1 = BOD > 30 < 220 mg(L and TSS >30 < 1 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Name (Please Print) to CST Number Bird Plumbing, Inc. Shaun Bird zoi~~ 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 2_ CJ 715-246-4516 Property Owner _ Parcel ID # Page of [ 7-] 3 14 Boring # ❑ Boring Pit Ground surface elev. I p I ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDO in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 0' ID St_ rrlE m , l ,(P Z 3 30 to c F , z ❑ Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor 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 'Etf#2 a Boring # ❑ E] Pit Boring Ground surface elev. ft. Depth to limiting factor in. Soil j?Micafion_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 ill II Effluent #1 = BOD5 > 30 < 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. SBD-8330 (RAW) L Soil Test Plot Plan Project Name Lakes and Hill Development Shaun Address P.O. Box 10598 White Bear Lake Mn 55110 CS #226900 Lot 15 Subdivision Glen View Date 7 8/03 1 /4 N W 1 /4S 19 T 30 N/R18 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 97.0/95.5 *HRpSame as Benchmark Alt. BM Top of Survey Iron @ 96.4' Scale is 1" = 40' unless otherwise noted Please note: survey was not completed at time of testing, setbacks from lot lines may change. Installer must verify all lot lines and setbacks before installation. Please Note: Tested area may not be suitable for desired building area. Check system location before excavating. 102' 0 100' ° ~ o 98, H B-3 40'° -2 50' 11% Slope -1 5' 432' Property Line 100' M.