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Home My WebLink About026-1153-16-000 (2) RECEIVED Wisconsin Department of C merce IL, EVALUATION REPORT Page / of Division of Safety and Buildi is f in be cordaFi Jwith i Code CID 1--~ County i ~ Attach complete site plan papp~~rr~n 11 in hes in size.~l~rfmust ^ include, but not limit ed to: rticar"a~~ hce nt (BM), direction and parcel I.D. percent slope, scale or di nd distance to nearest road. 1 c l? C J~~ Revi ed ~ Please print all information. Da/t a Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). Property Owner Property location . t7 t L 0 c~ Govt. Lo 1 /4 AAJ /4 SI T 3 c)N R E( W Property is Mailing Address Lot # Block # Subd. Name or CSM# ,Kie City state Zip code Phone Number ❑ City ❑ Village Town Nearest ad Construction Use. 'dental ! Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public r commercial - Describe: ) Parent material Flood Plain elevation if applicable ft General comments and recommendations: 1 I It :Z,4Boring . Depth to limiting factor 62 in. Soil Application Rate pit Ground surface elev. / ift Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots +E GPD/ff Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. O /D 1z_ ~w- /0 If --L-1 a 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/ffP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 • Effluent #1 = BOD > 30 c 220 mg& and TSS >30:S 150 mg/L ' Effluent #2 = BOD c_ 30 mg/L and TSS < 30 mg/L CST Name (Please Print) _ Sig CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 5401 8 -1? j 715-246-4516 Parcel ID # Page of Property Owner _ Boring # ❑ Boring Ground surface elev. ft. Depth to limiting factor'/ 6ro in. Soil Application Rate Pit r-i Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDJff` in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 j 0-101.0 ❑ Boring # ❑ Boring Ground surface elev. ft. Depth to limiting factor in. Soil Application Rate ❑ Pit Horizon Depth Dominant Color Redox Descripti on Texture Structure Consistence Boundary Roots GPDAY 'Eff#1 'Eff#2 in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. E] Boring a Boring # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit son icati 0 Rate . GPDlff Horizon Depth Dominant Color Redox Description. Texture Structure Consistence. Boundary Roots in. Munsell Qu. Sz- Cont. Color Gr. Sz. Sh. `Eff#1 'Eff#2 Effluent #1 = BOD. > 30 220 mglL and TSS >30 < 150 mglL ' Effluent #2 = BODS 130 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. SBQ8330 (R,6oW) it Soil Test Plot Plan Projedt Name P.C. Collova Blyds. Inc. Shaun B Address P.O. Box 489 Somerset Wi 54025 CSTM 22690() Lot 16 Subdivision Glenview Date 8/2/05 SE 1/4 NW 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 93.6/93.5 *HRpSame as Benchmark 1t.B.M Top of Survey Property Line iron @ 96.5' B Property Line Scale is 1" = 40' unless otherwise noted 100' B-3 50' 0% Slope -1 70' 35' 30' B-2 Property Line 146th Ave P.C. ' Inc. CoCCova Butfders J Collova 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 146w Ave. New Richmond Lot 15 - 938 146 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. 4Collova P.C. Collova Builders, Inc. Shawn Bird it lumbing, ` xe~v J Pamela Quinn 441t Ile St Croix Zoning -7 - ev'4't~ • ~ i m UNPLATTED LANDS NOOt00'IO-* Oi -5304.85• Cie o tn'. -N pa~I a: r 8------ ` stq'oo'to'E - ' S00'00'10"E 605.11 500tb'W% Mu.]d C] 256.16'- o r----------------- N00'00't0'W 604AS - n - -E)l f 1 I 181.18' 228.51' 12 . 54.9W 3 1 1 I ~ 1 $ ~ 1 1 1 1 io - t yy I 1. 1 I 4 i I K• 1 1.1 N 3 q1 _ I 1 Ot N !J M m y N~ 1 • m 15 N f^-~j~.i W' 1a RRR.~j op ' 'Qf w` y`• (V i ' ; J: V: of Q r : W L O r1 I • m X > a: . .t % i z~ i a{ W ; d1 Il q , M I a m• 1 % 'q k S00'00'26E 256.20' r I* m to m m • i i j R `z`~ R A N 7a At I A1.90,9f:{04 \ 34 - !L m i n zt i 115.35' J U') NOW00,00-E C4 --q i 3r oef$ a Z: I i NI I~WI r 1 _ p1 Z~ j m -04 N 1 ;Si =k 1 m ~i •..ry m coo N) C'j W) ' 1 I 1 / • N;4141. i a W 510'S~ Std ~d `b`G • 1 I 1 1 3%04' 316.20' .sr 1 \ 156 55 i ( 162117 186.02' ~ 180.01' \ 3 y,•. ' i I 8 s•~ m N c4 it .1 N = S i f I xua mx • m b~=-¢ , d 0 OM lid i ~ ♦ i e~i O I ~ 1 00 i I z • 'IV 1 i I 1'r i pLUC 1 = j 180.m' - - - 166.00' 61.7S - - ' I 601'3 'E i I8 ® ~ M 1 O 1 04 1 SEE SHEI t Wisn?onsin Department of Commerce SOIL EVALUATION REPORT Page of 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 r L t include, but not limited to: vertical and horizontal reference point (BM), direction and Parcel I.D. percent slope, scale or dimensions, north allow, and location and distance to nearest road. Re wed by Date i Please print all information. ~ t4r.I, n~ Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.84 (1) (m)). Property Owner ii'ro Parh/ Location l W u~ Govt. Lot >»l4 S T 30N R E (o Property Owners Mailing Address Lot Block # Subd. Name or M# ~`1 G d S . e,~/ l i'c"I P one umber C] City ❑ Village To Nearest Road City fate Zip Code,' N OX 4- xk At" T ) y New Construction user Residential / Number of bedrooms Code derived design flow rateGPD ❑ Replacement ❑ Public or commercial - Describe: Parent material LJG4s~~C/a )/f / Flood Plain elevation if applicable General cortYrtertts v<~rr✓ 99, and recommendations. V Olt" bv 12~ e /a t,- , -c-t, t ~t° fir- 5 Boring # M Boring ~ ~ S w ~ • Zan Pit Ground surface elev. ft. Depth to limiting factor -•E-~-~ 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 - -S 1_7 r~ ~3. ~o ley ®Boring # 9 Boring Pit Ground surface elev. l•-,L 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 l~ m Fr S 2,n .2 L Ad - 13.10 Effluent #1 = BOD > 30 1220 mg/L and TSS >30 < 150 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L. CST Name (Please Print) Si CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 42 -Y 715-246-4516 Property Owner _ Parcel ID # Page of 13-1 Boring # ❑ Boring L 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 2 b Pi I _2 2 AA &7/z J:7Z F-I Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil lication Rate Horizon Depth Dominant Collor Redox Description Texture Structure Consistence Boundary Roots GPD/ff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 a 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 'Eff#2 Effluent #1 = BOD5 > 30 1220 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 (Rb100) L Soil Test Plot Plan "i Project Name Lakes and Hill Development Shaun Address P.O. Box 10598 White Bear Lake Mn 55110 CSTN4 #226900 Lot 16 Subdivision Glen View Date 7/18/03 1 /4 N W 1 /4S i9 T 30 N/1318 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 99.0/97.5 *HRPSame as Benchmark Alt. BM Top of Survey Iron @ 96.4' B.M. 194' Property Line tUL M 72' Property Line Please note: survey was not completed at time of testing, 55' setbacks from lot lines may change. Installer must verify all lot lines and setbacks 103' 101' 99' before installation. B-1 Scale is I" = 40' 20% Slope unless otherwise noted s' Please Note: Tested area 0 B-3 5 B-2 may not be suitable for desired building area. Check system location before excavating. a M M Pro Town Road