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HomeMy WebLinkAbout026-1304-09-000 (2) el / 1364 Wisconsin Department of Commerv~e 4 ?.`jIL VYWd►TtIQN REPORT Page 1 of 3 Division of Safety and Buildings I _ in acc *h Comm 85, Wis. Adm. Code Tom Schmitt Cou Attach complete site plan on r notR k7fi566 in-Rim) Plan must ~ St. Croix include, but not limited to: verb I and Freferert~"poir (BM), direction and percent slope, scale or dims north arrow, and location and distance to nearest road. Parcel I. D. Please print all information. Reviewed By DR-2 Personal information you provide may be used for secondary purposes (Privacy Law, s. 15.04 (1) (m)). 7 S roperty Owner Property Location` P Grand Properties, LP Govt. Lot 1/4 < /4 S T 3 ON R Property Owners Mailing Address Lot # Block # Subd. Name or CSM# 712 Rivard Streeet, Suite 300 9 Hayden's Rolling Acres City State Zip Code Phone Number J City J Village 11 Town Nearest Road Somerset WI 54025 715-247-5900 Richmond 160Th Ave. 16 New Construction Use: 01 Residential / Number of bedrooms 3 Code derived design flow rate 450 GPD I Replacement Public or commercial - Describe: Parent material Outwash Flood plain elevation, if applicable na General comments and recommendations: Area is suitable for a conventional system with a 0.7 gpd/sgft rating. Possible system elevation for Area 1 is high trench 95.30', low trench 93.80'. Slope is 13%. Boring # Boring 0 Pit Ground Surface elev. 98.83 ft. Depth to limiting factor 105+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fF 'Eff#1 'Eff#2 1 0-8 1Oyr3/4 none sl 2msbk mfr as 2vf .6 1.0 2 8-30 1Oyr4/4 none grsl 2msbk mfr 9w .6 1.0 3 30-86 1Oyr5/4 none cos Osg ml cs .7 1.6 4 86-105 1Oyr6/4 none s Osg ml - - .7 1.6 2 Boring # I Boring ❑ 01 Pit Ground Surface elev. 98.83 ft. Depth to limiting factor 96+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/ft' 'Eff#1 'Eff#2 1 0-7 1Oyr4/3 none $l 2msbk mfr as 2vf .6 1.0 2 7-18 1Oyr4/4 none sl 2msbk mfr 9w 1vf .6 1.0 3 18-27 1 Oyr4/6 none Is 1 csbk mvfr cw .7 1.6 4 27-51 10yr5/4 none cos Osg ml cs .7 1.6 5 51-96 1Oyr5/6 none s Osg ml - .7 1.6 ' Effluent #1 = BOD s' 30 < 220 mg/L and TSS >30 < 150 mg/L ' Effluent #2 = BOD s.30 mg/L and TSS <-30 mg/L CST Name (Please Print) Signature: CST Number Thomas J. Schmitt 227429 Address Tom Schmitt Date Evaluation Conducted Telephone Number 1595 72nd St., New Richmond, WI 54017 7/16/05 715-247-2941 Property Owner Grand Properties, LP Parcel ID # Page 2 of 3 3 ] Boring # J Boring Pit Ground Surface elev. 95.53 ft. Depth to limiting factor 100+ in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence I Boundary Roots *Eff#1 *Eff02 1 0-13 1Oyr3/4 none sl 2fsbk mfr as 2m,2vf .6 1.0 2 13-28 7.5yr5/4 none gdcos Iesbk mvfr 9W 1vf .7 1.6 3 28-53 10yr5/6 none cos Osg ml cs - .7 1.6 4 53-100 1Oyr6/4 none s Osg ml - .7 1.6 ❑ 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 GPDff *Eff#1 *Eff#2 ❑ 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 *Eff#1 *Eff#2 * Effluent #1 = BOD ? 30 < 220 mg/L and TSS >30 < 150 mg/L • Effluent #2 = BOD5 < 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. Page3 of 3 Conducted by: Conducted For: Ref. No. Schmitt Soil Testing Inc. Name: Grand Properties, LP. Thomas I Schmitt, CST 227429 Address: 712 Rivard St. Suite 100 1595 72nd St. City, State, Zip: Somerset, WI. 54025 New Richmond, WI. 54017 Phone: 715-247-2941 Subd.Name: Hayden's Rolling Acres Lot No.: ~j 11414J 1/4 S7 T30N R18W 17/6 Legal Description: 5 ® Backhoe Pit p Township of Richmond, St. Croix County A Bench Mark El. 100.00' Top of © Alternate Bench Mark El. /OY, OT'op of "AY Slope= a Contour Line EL Contour Line Length VJ U," Scale 1 40' A~e~ g3 uvl COY/ This soil report was done to fulfill a zoning requirement. The road and permanent lot markers were ~1ot in at the time the test was conducted. The area in which the test was done may or may not be suitable for your use. HA YDEN' S ROLLING ACRES (A COUNTY PLAT) Located in part of the Southwest 114 of the Southwest 114, and part o/ the Southeast 114 of the Southwest 114 of Section 7, Township 30 North, Range 16 West, Town of R/cnmond, St Croix County, Wi'scansin. -We,4f 114 co,- \ \ \ S.,tion 7-30-1B (Found 1" iron Pipe) \ \ \ I / ' \ \ \ 80' TEMPORARY CUL-DE-SAC / o \ EASEMENT (TO BE REMOVED UNPLATTED LANDS \ \ J cW.l - - - _ _ - _ UPON EXTENSION OF THE ROAD) 9875 Hui North Line of the 5W/1SW x Nvor,~ 938 8976 9111 x 1 1 oa~vt 17 r N 88:43'22 E _1676.28 ea.as 246.09' 2JtOT \ 915.8 9654 I ~6I w n 12 I p g W, 7.0 7.5 acres 1I 26 acres N C 6 c wsmrt;~ / / a Z.8.0- 9500 74,236 s ff. A > 1.5 res 65,J0,3 sq. ft. \ I q. T.. 0 1.5 noes 3 L.80 9 \ - 910.0 S 65,591 sq. fl. a i ~Mxer I ~ ~ 5 n 55,456 sq. Jt." ~ N J1x6 4 >~Wrvet Y - FX 974.6 r'1 O i .3..., )b Ne6'JY5WE 1620' u`t n I 6i s a .L.,.,....... 1,5 goes 14- BO' TEMPORARY CUC-Of-SA C qq~ 4:8.6. (10.0" 6 h $ ^ NBe"Jt'xB'E 556.]]' 77 IZ L\~~£ASEMENT (70 BE REMOVED N 65,576 sq /1 8 1,5 acres I \ UPON EXTENSION O~ THE ROAD y? .344,73 / L.B.O 930.0 l 897I5'JS•E - , a I . I 141 _ I e16 t 31 AS2A~AV as- aS37'1e I ~29 ycres -.T,__ NB>'t9'JS'W Bll.2>' a 569 ' J a 1y~ \ 726,599 sq. f1. C C4 ~S ~ .214.16'- ISB.95. N60?)8., cs txs4i c 1 ` ~ 9674 Z r1 I °la• ' .:~9pj5 N80'S1'2B'E 541.9]' I~ _ o 6 I 9 m / W __rr----- _ m 10 21 W. 9 U• a X75 c, 75 acres 5 " LS acres :1 \ 4 \ W I 23 acres d 10 rn 65,.569 sq. ft. ' 7 65, 723 sq, f1.„- .7 acres res } v S f r r rv L.B.O.= 9455--- 2:2 cc \ 101,519 s9, ft. w t s ft. L.B.O.= 9455 Y\~, \ 72,920 q. G d 96,41) sq. ft. VVV 964.5 µ x S of i .951.1' 956.9 N 95]1 9570 47I.42 ' '.Ne6'S1'26'E 21 0.04 - 10.04 210.04' 84.62' 25.62' \ 4 T- ~1`39'05'52"W 630.12' WXI7'03'E er- A6r1' ~ I LOT 2 LOT 3 Lor 4 6 t Is •5 \ )G CERTIFIED SURI/EY MAP _ B 4.~ - 13 acres 7----_'__----- 3 ~i I ` 101,124 sq. ft. COL 15 PG 414,5 2.3 acres - LB.O= 9455 I 99,162 sq ft. ISV 968.2 `.J ;SB~yI'II•E 881.6 L I SB6'26'211 "peT - ^ . 0 f7 Ln " 1 / 2.2 acre, 2.1 acres P 95,514 sq. ft, f cT ri I w 89,404 sq. ft. w/~ a K ~ y) u m 979.1 / W ~ ' w Ei se2'Je'S9 E 964.7 nl N BBeY4RSE A 441.43' g N soe.q• V C f ~I AI I ro I 2.1 acres 27 acres 1 - 92,950 sq, ft. ( I • 118, 996 sq. ft. e R I` 1i.. I6 nl I I~ I77R 'w ~ Re9nroe•E lose_u•-~F -----I~\ 71 mfr - - ? I - _ _ _ - 1~.r LN89'05'52"E- I \ - -160TH Al V5NUE- - - = - - 589'05'52"W 1027_21' S M 7/4 Comer j - \ S-11., 7-JO-18 South Line of the SW/SW S 19'05'52"W' 2699.77 NORTHERLY L11W/75 OF BO' W" (E -d A/um/num EASEMENT TO DAIR)LAND POWER County Monument) ,5'nuth vast Comer LOOPERA7/l2' IN DOC1597994 seCH" 7-JO-7B tJNPL, TIED LANDS VOL 1404 PG267 (round Aluminum coRnty Mnnl~ 0) UNPLATTED LANDS CURVE TABLE LEGEND: CURVE RADIUS DELTA ARC CH13RD CHORD BEARING TANGENT BEARINGS VICINITY MAP CI 233.00 17'16'48' 7027' 70,00' SOW4917'W N00'10'53'E N17427'41'E SEC. 7, T. 30 N., R.16 W. C2 167.00 36'36'36' 106.71 10430' N00'50'37'W N17.27'41'E N19'08'55'W TOWN OF RICHMOND, ST. CROIX COUNTY, WT 0 Section Comer Monument of Record C3 233.00 37'20'47' 152.42' 149.71' SSS'11'39.5'E S76.03'57'V 466.27.UVNOT 10 SCALE 0 Found 1" Iron Pipe C4. 167.00 20'48'19' 60.64' 60.31' N76'51'25.5'W N66.27'16'W N87'15'35'W Sat 1-1/4" x 18" Iron Reba, CS 233A0 20'48'19' 84,61' 84.14' 1476.51'25,5'V 587'15'35-E S66.27'16'E 0 (weighing 4.303 lbs, per linear foot) LOT 10 233.00 20'06'21' 81.76' 81.34' N77'12'24,5'W S07.15'35'E S67.09'l4'E . , LOT 11 233.00 0'41'58' 2.84' 2.84' N66.40'15'W S67.09'14'E S66.27'16'E Building Setback Llne C6 167.00 37'2B147' 10924' 107,30' S85'11'39.5'E S66'27'16'E N76.03'57'E - - - (100' from Right of way or as noted) C7 233.00 15'11'24' 61.77' 61.59' SO1'48'11'W N05'47'31'W N09'2353E + Approxlmote Driveway Locotlon C8 167.00 7.34'35' 22.08 22.07' NOS 36'35.5'E N09'23'53'E N01'49'18'E j1 N C9 233.00 82717' 34,38' 34.35' N05.10'14.5'E N00.56'36'E S09'23'53'W 'IAall Denotes D,alnage Easement Line C10 167.00 28'32'48' 8321' 82.35' S04'52'31'E S09'23'53'V S19.OB'S5'E N W N E Denotes EXisting Fenceline C11 233.00 36'36'36' 148.88' 146.36' NOO'50'37'W S19'OB'SS'E S17'27'41'V LB.O. Minimum Elevatlon of Lowest BJd Ing Opening C12 167,00 17.16'48' 50.37' 50.18' SOS'49'17'W S17'27'41'V S00'10'53'W -I - H,W.E. 100-Year High Water Elevatlon Denotes Drainage Easements SE 830.1 Benchmark -Tap of Iran ftebar or Pipe NOTES: 12' Utility Easement aiang ramwan ELEVATIONS ARE USGS NAVB 1988 BASED ON G'S OBSERVATIONS. 160711 AVENUE ALL OTHER LOT CORNERS MARKED WITH A i" BEARINGS ARE REFERENCE) TO THE NORTH/SWIH 1/4 UNE 11 OF SECTION 34, MHICH IS ASSUMED TD BEAR S99'37'14•W. X 18" IRON PIPE (WEIGHING 1.13 LOS. PER THE PARCELS SHOWN W THIS MAP ARE SUBJECT TO STATE. COUNTY AND BEARINGS ARE REFERENCED TO THE WEST LINE OF LINEAR FOOT) UNLESS OTHERWISE SHOWN. TOWNSHIP LAWS, RULES AND T IS A AS (I.E. WETLANDS, MINIMUM LOT SIZE, JOB M Wi057SD44A 111E SW 1/4 OF SECTION 7, T30N, RiBW, WHICH IS ACCESS TO PARCEL, ETC.). BEFORE PURCHASING OR BEFELOPING ANY PARCEL, PrBPaled by. ASSUMED TO BEAR NUO'10'53"E. GO TACT THE ST, CROIX COUNTY ZONING OFFICE AMID THE APPROPRIATE TOM ~~■TT41n BOARD FOR ADNCE. Jam"' (AV79U10`779G7W1P, NO OWNER OR RESIDENT SHALL DO ANYTHING WHICH OR CHANGE THE OPERATION OF THE APPRGVEO COMPR FATE E WATER DRAINAGE Phone NO. (715) 246-4319 - AND SOIL EROSION PLAN FOR THIS PLAT, 1H15 INCLUDE S NOT LIMITED TO Fax No. 246-3830 BUIUIINC UPON, OBSTRUCTING, ALTERING, FILLING, E%CA (715) ANY DRAINAGE EASEMENTS, WATER DRAINAGE DITCHES, P.O. BOX 325 CULVERTS, BERMS OR GRASS SEEOINGS. II 1t.- 1 y New Richmond, N9 54017 0 SHEET 1 OF 2 SHEETS ~ 2 0 < M < C.fl 0