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HomeMy WebLinkAbout018-1008-60-000 (3)�RFCOVED EVALUATION REPORT Page w�wnsinDeparGnen i .. ���n SO L of Division of Safety and Building in accordance with Ce min 85, Wis. Adm. Code �^ _ County - L d . Attach complete site plan paper npL`t ss than H,112_-x 11 in es in size. Plan must include, but not limited to: v a1Jd.`hi iZontali:_t (BM), direction and Parcel I.D. percent slope, scale or dimensions, north arrow, and location and distance to nearest road. Please print all information. Revie by Date ! 75 Personal information you provide may be used for secondary Purposes (Privacy Law. s. 15.04 11 ) {ml l / r/ Property Owner ; } Property Location y Z l ` - �{11aYt Govt. Lot 1 t14 1!4 T N R E( W l t! ' L C. Property Owner's Mailing Address 0 LA Lot # Block # 5ubd Name or CSM# City State Zip Code Phone Number ❑ City ❑ Village ` T Nearest Ro J ew Construction Us esidential ! Number of bedrooms Code derived design flow rate `� JZ� GPD ❑ Replacement.!!{{ ❑ Public or commercial -Describe: Parent material Flood Plain elevation it applicable _ j^% 1 ft- General comments -. and recommendations: n1 B'ng # ❑ lLJ-surface r Boring �/ I 1 I� pit Ground surfaceelev, q �'ft. Depth to limiting factor 1n. rSoil Application Rate Horizon Depth in. Dominant Color Munsell Redox Desmpbon Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDffP 'Eff#1 'Eff#2 3 ,. ;1'/) 4 i # ❑ BoringF74 jj _- ✓ Bori� olt Ground surface elev. , L_ ft. Depth to limiting factor _ Jo_ in. Soil Application Rate Horizon Depth in. Dominant Color Munsell Redox Description Qu. Sz- Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPDfff 'Eff#1 'Eff#2 3I J`�} Y Effluent #1 = BOD > 30 � 220 mglL and t S5 >3U < 15u mgrL as CST Name (Please Print) _ Signature CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Number 1008 192nd Ave, New Richmond, WI 54017 R — ojJ — _ 715-246-4516 Y q � Property tamer Parcel ID # Page of Boring f3 ng f ✓ Ground surface elev. ft. Depth to limiting FactorZff� 'n� Soil Application Rafe Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDfff in. Munsell Qu. Sz. Cont. Color Gr. Sz- Sh 'Ett#1 •Eff#2 1 Z r n c �� y1 7- ff ,� r`--1 _ . - n Boring R ❑ Pit Ground surface elev. It. Depth to limiting factor in. .Sal Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDIff in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 •EfF#2 F-1 # ❑ Boring ❑ Pit Depth Dominant in. I Munsell Ground surface elev. ft. Depth to limiting factor in. ;olor Redox Description. Texture Structure Consistence Boundary Roots Qu. Sz. Cont. Color Gr. Sa. 5h. -Eff#1 I •Eff#2 Effluent #1 = BODE > 30 1220 mglL and TSS >30 < 150 mglL • ERiuefrt #2 = BOD, 130 mg/L 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. SOP9330 (RAW) F-1 # ❑ Boring ❑ Pit Depth Dominant in. I Munsell Ground surface elev. ft. Depth to limiting factor in. ;olor Redox Description. Texture Structure Consistence Boundary Roots Qu. Sz. Cont. Color Gr. Sa. 5h. -Eff#1 I •Eff#2 Effluent #1 = BODE > 30 1220 mglL and TSS >30 < 150 mglL • ERiuefrt #2 = BOD, 130 mg/L 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. SOP9330 (RAW) Project Name Soil Test Plot Plan P.C. Collova Mrs. Inc. Sha tad Address` P,0. Box 489 Somerset Wi 54025 CSTiVI #226900 Lot 49 Subdivision Farm View Ridge II Date 11 /13/05 E 1/2 NE 1/4S 5 T 29 N/R17 W Township Hammond 0 Boring Q Well PL Property Line County ST. CR©IX kk BM or VRP Assume Elevation 100 ft. Top of 1 /2" Pipe System Elevation 99.7' *HRPSame as Benchmark Alternate Benchmark Top of Lath c, 103.0' 232' pronert) Please note: Surveying was not completed at the time of testing, All lot lines and setbacks will need to be field verified prior to installation! Soil Test may not be suitable for owner's desired building location, if tested area is disturbed or a different area is desired, a new soil test will need to be done! Scale is 1" = 40' unless otherwise noted 617' Property Line line Ui11 283' Property Line B-3 40' 10.0 80, 10 40' B-1 30 AtI.B.M. 99' B.M. I 1 I NE CORNER, AP.L&TW -LAN= ' I SEC710N 5 NORTH UNE OF THE NE 1/4 OF THE NE 1/4 6 FOUND SURVEY N 89'52'25" E — — — — — — - LAIL — - - — — — N — — — — —`" — -- .— .� ___- —` ----- cl — CTH RD. "E" 1317.63' '� —_--� -- -- 33.00' `� N 89'52'25" L 1284.58' — n ---------------------------- - 4--------- ------------------------ 50.00' OUTLOT i N 8952'25" E 1284.52' 0 64228 S.F. 1.47 Ac. 232.13' 390.80' 317.80' � 343.79' , — — _ i I LOT 52 \ \ LOT 51 er , LOT 50 zI A 131194 S.F. \Z 76804 S.F. C? i' 90314 S.F. �h/ / I NI I Li \ 3.01 Ac. ` \�� 1,76 Ac. 0 207 Ac. h��/ / I m1 3' 33i -1 w j / / LOT 49 I e+i za 151602 S.F. I 1 F V A 48. 3.48 Ac. ; I I a Z DTI 4LOZo53 \\\ \`�� L\ , �c,�ro''��I i Z 3 d ` W ul N 89.45.05' E I© LOT 48 w op -ai s `.`F\ . : d•,. b�'. 3. " \ ,I y /// 163470 S.F. i— Cih 3.75 Ac.568.5T FO C14 / E N 03'S3'14Ea z LOT 54 81.99, I `�I \N 03`53`14" E124602 5I, cli i A5� yg 1 w n1 2.86 Ac. 1fi� ua\ zees_-r- 81,99' J y 2 I j f Wo I 1y 51-30' 39" E 99' I � 1�A =i �3,4.__ I� N� w I �' i 94'' �zs,.16f ` LOT 55 1 I ` �` I : ' NI 5 "" . �/ LOT 47 LOT I� 46 m! i N LOT 5� \ \ 2.01 Ac. ti z 82 cS.F + aI„N} 87136 S.F. �k 3' 33 Hid l 9 200 c. Iz ' 116205 S.F. 2.67 Ac. \ \ yam. 1 ` ` N 00`30'46' EI I o J 05 \ \ ` �,1 31 1� ~ ~ 89'29'14" W 213.7 89-29 14 W - \ \J). \ \ J------------- C4 W >\ \h \ \ / �� �-y~� 89'29'14- W 213.7 9'29'14' W I LOT 57 sg,. \ . _-�------- - 92959 S.F. \ \ \ f� ~ ~ b r— I iii 2.13 Ac. \ \ % ' % c I T� }r! N 00�'46" E I `g 7 �r _ + � '_ �- � � ' /� / l / '�j'`� `- 4 ERSSN' E ,01.ae• 1._ n s+'�u� E I I I � � I � I vo Lu OI °' LOT 58 %��.� / m NI z 0 91597 S.F. / �/ I $I I� �1c0'�I 2.10 Ac. 10 LOT 73 fo 1 �I I� LOTI 75 I 131162 S.F. n , rr om j z � LOT 74 f 87528� S.F. I I g v \ e =g?, _h1 QD /�' 3.01 Ac. 77191 S.F. 2.01 Ac. I `¢'w I _N 7949• i 1.77 Ac. I I 1 LOT 59 46s'— ` — I i �, l r 22" [_ 198.93' -J ! 2o5�1a' I r r / 422 76 4 N 89'31'44' W N 89'31'44' W I - 341.64' ----— d i z LOT 72 67351 S.F. 33.00' r?� LOT 6 ca Ac. jM /°°' 73793 S.F. / / I a N 71 SEE SHEET 2 OF 2 0z In ,EGEND: PROPOSED ORWIEWAY LOCATIONS — BUILDING SETBACKS s 12' U7KJTY EASEMENT — DRARWE EASEMENT LINE 66' JOINT DRIVEwAT EAS£A ENT DRAINAGE EASEMENT NOTE: NO OWNER OR RE9 DENT SHALL 00 ANY'*!me WHICH WCULC INTERFERE WITH OR CHANGE THE OPE9ATIQ OF THE APPROVED CONPREHENSPOE WATER DRAWAGE AND SOIL EROSION PJN FOR THIS PLAT. NIS INCLUDES BUT IS Nor UMflED To BU1Dw. u+os, cesTRucTING TE'Rw�O. � wy,�nExCA�A ��09 _z 20 057,_ n0 LOCATION MAP: m z (NOT TO SCALE) SECTION 5, T29N, R17W, Jl t L r