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Home My WebLink About026-1153-14-000 Wisconsin Department ofC merce rl, r SO L EVALUATION REPORT Page ofa Division of Safety and Buildin s T CR'accordance with 85, Wis. Adm. Code CROIX County Attach complete site plan I~ CO Yx 11 i h in ze. Plan must o i 'L include, but not limited to: vertical an nce int (B lion, and Parcel I.D. percent slope, scale or dimensions, north arrow, and loca io and dis earest road. 0 2 Please print all information. Revi b ~D/ate Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 0 Property Owner Property Location P. C. C D j L O ` Govt. Lo 1 /4 AAJ /4 S T ,3 d N R E (o W 07, L9 ) )3 0)"- q Property i's Mailing Address Lot # Block # Subd. Name or CSM# j3 u City State Zip Code Phone Number ❑ City ❑ Village -.Town Nearest Road ~Q r -15-- ( > 2 ' co) a 15 6 fj~New Construction Use. dential / Number of bedrooms Code derived design flow rate GPD ❑ Replacement ❑ Public r commercial - Describe: Parent material a~ Flood Plain elevation if applicable ft. General comments and recommendations: 3 / Q~ r N a q J A Bonng Pit Ground surface elev. 6 A 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 a Boring # ❑ Boring Pit Ground surface elev. ft. Depth to limiting factor v 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 /0y'- 31z-. Z-~ Effluent #1 = BOO > 30:5 220 mg/L and TSS >30 < 150 ' Effluent #2 = BOD < 30 mg/L and TSS < 30 mg/L CST Newts (Please Print) S' a CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54 8 715-246-4516 l ` P' r' Property Owner _ Parcel ID # Page of F1 Boring # El Boring 01 Pit Ground surface elev. -J t Depth to limiting factor in. Soil Application Rate P- Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDM in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Z 1 T-1 T a Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil ~eplication 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 I ~I I' Boring # ❑ Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor in. Soil ication 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 < 220 mg/L and TSS >30 < 150 mgll_ ' Effluent #2 = BODS < 30 ffKA 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 P.C. Collova Blyds. Inc. Shaun Address P.O. Box 489 Somerset Wi 54025 CST #226900 Lot 14 Subdivision Glenview Date 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 Power Box System Elevation 93.9/93.6 * H R pSame as Benchmark Property Line I Property Line Scale is 1" = 40' unless otherwise noted area of >6' of fill not suitable for any system B-3 4% Slope 35' 96' 0, 70' 25' 10 4 97' B-2 B-1 10' 146th Ave Top of Steel Alt.B.M. B. M. Fence Post @ 101.0' P.C Coffova Buifders, inc. Coffova 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 146d Ave., New Richmond Lot 15 - 938 146' Ave., New Richmond Lot 16 - 942 146`" 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. jug A j ar hilli Collova P.C. Collova Builders, Inc. Shawn Bird it lumbing, Pamela Quinn (,(hc el St Croix Zoning ~~~~~e p7~ ~C aT/3. - 1 u ED LANDS ? t~ I -53W.65' I J t.r. K S v 1 j 1 b~g yq W dA1 ' 605.11' c 9 6W.43' MWITE R ' o i54 r t C n :t - 226.51' 12!53' 6/.6C O ~ ~ ~ ~2S ^JU $ 81>' ZIP k25- >t 361W W 6 ~tN t plw' uasf- ML- co - M `y4p • m N m • =r ` 1 1 ~"a o t •m Y' tT -f Z 1 ` e r< A4 m• r~ ' e h % n ~ 1~• 1 m • m 1 . t a•' m 426.}1' 3 4 m• ' SM3Y2YE y N FI co co C'I 44- \ ~es~2`'E • m m N I \ \ 11 \ 312.31 % a ~ \\1~1 111` N1S,ol.oyw 6£S•'~ •~j` / 11 \ M m N \ LO N m FN tt~ ~`\,1 `,1 \ ~ • M m• 'q'tlcr 'Bg~e %YSJ N c~ 4 M ~ml \\II N u m• ! M I rT~ d • ~ m m• • ~yyl \\111 111 11 N • m t0 40, • 1 w I. \ 1 K N ' • m Nl'f'y6!'1 ± 1 11 ~ ' 1 1 M m w N 1 11 ; 1 1 M M N , '"►i m 1 I T- n.-~~Ikr a m M we I 1 M "1in • N 1 ail SIM 64 3K27 1 d ` • xn 1 I $ I~o <.r,~~, m u) t6am• ti ` 1 1 R 1 ygia 1 m 1 ~ e n "Irk'' 1 ~ 1 ~d ~ 't N • N M m ~t. 5~ 1 1 i I ou= • 1- t s 1 W! t 1 it m co M N ; M I f II II i we •m ~ t' 1 1 r 1 --1----i-- •a^ID 0 C%4 YTgM I / - ~ r - m M m / z • N M O M M / 1 to i r. SEE SHEET 2 r r Wisconsin Department of Commerce SOIL EVALUATION REPORT Page of Division of Safety and Buildings in accordance with Comm 85, Wis. Adm. Code County C Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must 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. ' Date Re wed by Please print all information. Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). i - Z O s Property Owner Property Location 0" -le, S~ J--ZI 11r ''Govt. Lot IM 1/4 S /p TO N R E (o W Pro ps Owner's Mailing Address Lot # Block # Subd. Name or M# 8,•/ l i ~r,~/ p d -5-fl? City fate Zip Code; P Pon e N' umber El City ❑ Village To Nearest Road New Construction Use:,K Residential / Number of bedrooms 3 Code derived design flow rate GPD ❑ Replacement ❑ Public or commercial - Describe: - - - - Parent material Flood Plain elevation if applicable General comments svS,LCp,~✓ ' ~L~~ S o-n e~ and recommendations: %°~~~"'s .Q / ►'117 >oA Y$v l~ c.wK 6C I ~Q TGc~f- 5~ e ~c~ rc S S4 a Boring # Boring P &-Y)- pit Ground surface elevft. 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 ~Z L- *0 3 / 66 ~o Z Boring # 9 Boring Pit Ground surface elev. ~ dfDepth to limiting factor ~ in. Soil ADDlication 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 G ^l low y S m G- In q~ ef CS A10 -S C L c_ rn Fr 1 ow 93 3o Effluent #1 = BOD > 30 < 220 mg(L and TSS >30 < 150 ' Effluent #2 = BOD < 30 mg/1- and TSS < 30 mg/L CST Narrie (Please Print) Sig CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 540 le" 0 .Y 715-246-4516 of Property Owner _ Parcel ID # Page [37 Boring # pit Boring 9 Ground surface elev. ft. Depth to limiting factor Soil lication 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-I L IID r- 312 5L~ 1, mrr' C-S a,-rl ~ (P Z /L- b I ' rnF>^ „a F-I 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/fE in. Munsell Qu. Sz. Cont. Color Gr. Sz- Sh. 'Eff#1 'Eff#2 a Boring # ❑ Pit Boring ❑ 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 = BODE > 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. saD•e330(RAW) i % Soil Test Plot Plan Project Name Lakes and Hill Development Shaun Bird Address P.O. Box 10598 White Bear Lake Mn 55110 CSTM #226060 Lot 14 Subdivision Glen View Date 7/18/03 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 93.3/93.0 *HRpSame as Benchmark Alt. BM Top of Survey Iron @ 96.4' Scale is 1" = 40' unless otherwise * 70noted 173' Property Line Alt. .A 0' Please note: survey was not completed at time of testing, setbacks from lot lines may Please Note: Tested area change. Installer must verify may not be suitable for 432' all lot lines and setbacks desired building area. Property Line before installation. 30' B-1 30' Check system location before excavating. 45' B-3 not enough slope to establish contours 0' 2% SLope B-2 Pro Town Road