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HomeMy WebLinkAbout014-1020-10-200 y V Wisconsin Department of Commerce g ALUATION REPORT Page of Division of Safety and Buildings in avillhk 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 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. Q/ l v 20 Z0 Please print all infor► 1 R ewe b Date Personal inforrnaf~you provide may b sed for secondary privacy law, s. 15.04 (1) (m)). Property Owner G Property Location Govt. Lot 1/4 IC,- 1/4 S T ~ N R//3 E (or Property Owner's Mailing Address G Lot # Block # Subd. Name CSM# Z d ()[l p C2 _-I / vhf 3 ? 1O CKY State Zip ode Phone Num A~,s ❑ City ❑ Village own Nearest Road ce ~ 7S (7i ❑ New Construction Usejg~-Residential / Number of bedrooms Code derived design flow rate GPD J~TReplacement Public or commercial - Describe: ~t Parent material L~ JJ Flood Plain elevation if applicable 1V Jtr ft. General comments ~~~0 GG~ '!M ~G~~ O)C G and recommendations: 421 System Type e~ I- 2!~Alk System Elevation Boring # Boring F r I 7Q pit Ground surface elev. v y ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/fP in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 p -3 Cv S-IZ2 C2 - - /mil - ZZ P2 Boring # ❑ Boring Q ® 0-pit Ground surface elev. y )--ft. Depth to limiting factor in. Soil Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPD/If in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. •Eff#1 •Eff#2 Z • Effluent #1 = BOD > 30 < 220 mg/L and TSS >30 < 150 mgll 'Effluent #2 = BOD < 30 mg/L and TSS < 30 mglL CST Name (Please Print) - - Signa CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluatio Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 C;' 715-246-4516 1 Property Owner _ Parcel ID # Page of 13 Boring it Ground surface elev. ~Zl'_ ft. Depth to limiting factor in. r*Eff#l il 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#2 ^l Boring # Boring Pit Ground surface ele~ / ft. Depth to limiting factor in. Soil Application Rate 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 © Boring # Boring /Z Pit Ground surface elev , ft. Depth to limiting factor in. Soil Application Rate Horizon ')epth 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- 7-26 r 3 Z Effluent #1 = BOD5 > 30 < 220 mg1L and TSS >30 < 150 mg1L ' Effluent #2 = BODS < 30 mg/_ 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. Sao-8330 (8.6/00) Soil Test Plot Plan; Project' Name Fannie Mae Sha j ird Address 14221 Dallas Parkway Dallas TX 75254 T #226900 2~9 Lot Subdivision Date 8/24/12 NE 1/4 NE 1/4S 9 T 31 N/R 15 W Township Forest Boring 0 Well PL Property Line County ST. CROIX BM or VRP Assume Elevation 100 ft. Bottom of siding System Elevation TBD *HRpSameas Benchmark 230th Ave Scale is 1" = 40' unless otherwise 1501 noted 50' B-1 Overflow 200' Q (l B-2 250' B-3 100' ST 150' Well 50' 75' 3% Slope Existing 3 Bedroom House B.M.* 300' Property Line B-4 150' B-5 Property Line f} F B - Q J 2000 8 12jI 4 2 8 4 VOL 20 PAGE 5048 • - KATAIXEA H. M7CCSHi- REGISTER OF DEEDS ST. CROIR Co., WI CERT~ F1 Ei~ S lJ R1/EY MAP RECEIVED FOR RECORD 08/23/2005 02:00PM LOCATED IN PART OF THE NW114 OF THE NE1/4 CERTIFIED SURVEY MAP AND PART OF THE NE1/4 OF THE NE1/4 OF REC FEE: 13.00 SECTION 9, T31 N, RI 5W. TOWN OF FOREST, PPAGES: FEE. 2 3.00 ST. CROIX COUNTY, WISCONSIN. OWNER PREPARED FOR SURVEYOR FOUR STAR PROPERTIES KEN URMAN EDWIN C FLANUM P.O. BOX 3006 2873 230TH AVENUE NORTHLAND SURVEYING, INC. EAU CMP?E, W! 702CtPA'R CAKE WI 4 ROBERTS. WI 54023 (~(VL R5.m N _ _ _ l MH p44CFD ~MD~ ( ~_/_O_L~_o 9g, Pa. klo 4 N1/4 CORNER - _ _ _ _ _ _ _ _ _ _ o , ' _ _ x _ 3 NE CORNER SECTION 9 IV88 4552E 2700.93 SECTION 9 N88°45'52 EISTING CENTERLINE-\. P, - N8$°45'52°E 77 8_00! a, - - - _N8 07.1 2_ E- T ' - - 1075.84 - N88°49'25"E 718.0' 907.13 - NORTH LE OFTHE NE7/4 E- 230TH AVENU m C z IQ o T I~IQ Z N I ° I z C, N O ice' i~ 0 o LOT I i~ I I N" 9 15.00 ACRES INC. R/W N I ~o 1 I `rt5 f 653,368 SO. FT. I 11~t X71 m m~ I v ° 14.56 ACRES EXC R/W C. 111 1 634,157 SO. FT. y I ICS Io O ~ ~ ~~1 I~sl~ C O ID O SEPTIC WELL I VENT ® BARN I Q q x HOUSE SHED p n co o~ 888°45'52W 718.00' zo ~ LEGEND ~apdca r ~ -aa~- p~p m 2 3/8" O.D. IRON PIPE FOUND O m ~m 1" O.D. IRON PIPE FOUND zb m my 7/8' IRON REBAR FOUND p p 3/4" X 18" IRON REBAR SET WEIGHING M 1.50 LBS. PER LINEAR FOOT ~ . • . 104 BUILDING SETBACK LINE SCALE IN FEET 1" = 150' a• THIS INSTRUMENT DRAFTED BY SAM ADAMS Boa No. os-ss DATE 7-22-05 SHEET 1 OF 2 SHEETS 150 0 150 Vol 20 Page 5048 ocn0ll3vn d r~ O O A r1 m CD O y3j O O typ O O O O~ t O(ry; S e+ ID fD w I ICI " CD d d (OD N N C ~ N N N ~ u, ~ N_ A 7 CD M 7 (n N (D a) g g . y ;u O :a !1 n N N O (D :E n 7 7 fD C O O 7 to fJ N I 3m a n d ~ y~ I o n o O (A N3 O (D v> Z D a w m co D In O w co N A Q 0 0 3 G 1 N N Q D O 00 ! C .I "-aftA O co O -4 V M r !1 \ 0 0 3 ° Q !~V I m ~ b O 00 t,~~l ~ --1 3 ai ai o D v 0 o c° co so Z a 3 _ o I m oo N D D o 0 I 0 ~ m m I (A t~l X N CD G N @ O m ca -i cn O A z n C A CL Z co w T m ; a z p ~ A :U O Z m cn 3 N A I w fD O y a p<0-Ow a 3 O y 3 w c a a~3 0 CD r y V a fD O N N S ~ D1 to c0 ~ O - (D - CA 0 0 u3 0 I ~ ~m C N ~O 1.0 O 'O_ a ti O C N N O N > > Q a 0 CD oa 49 0 . oro