The URL can be used to link to this page

Home My WebLink About042-1101-90-400 (2)''! ! 6�3 I N*-is-consin SOIL EVALUATION REPORT ##2322 De ar mEnt of Comore i accaaiaa2e with Comm 85, Wis, Adm. Code Page 1 of 3 Y..Certified Soil Testing, LLC Division of Safety a Bus3dingFri, �„ x Count Attach complete site plan on Pape less than 8'/ x 11 inches in size. Plan must y St. Croix include, but not limited to- vertical and h tal re rence point (BM), direction and percent slope, scale or dimensions, north arrow, an location and distancetheares road. Parcel I.D. - pending Please print all inform tion Date Reviewed By Personal information you provide may be used for second purpa �P. VA. y(`L 16,04(l {m}}ry . Property Owner r_ rop t i o n 'T 1. C Govt. Lot SVv1l4, NWI 14 536, T29N, RlBW Property Owner's Mailing Address Lot # Block # Subd. Name r CSM# b City State .Zip Code Phone Number ] City Village Z Town N Wayes oa W1 7 f Warren 14QTh St. f New Construction Use: Z Residential / dumber of bedrooms 3 Code derived design flow rate 450 Z. Replacement Public or commercial - Describe: Parent material loess over pitted till Flood. plain elevation, if applicable NA General comments install 5' x 91.2' rock cell mound on 100,0 contour as upslope edge of rock w/ 05 sand fill for 3 br and recommendations: IL Boring Boring # Pit Ground surface elev. 99.3 ft Horizon Depth Dominant Color Redax Descriptlorl Texture in. 'Munsell -QQ..Sz. Cont. Color- 1 0-10 7.5YR 3/2 - sil 2 10-18 5YR 4/4 - SO 3 18-33 5YR 4/4 - sl 4 i 33-66 10YR 4/6 - sl Depth to limiting factor 33_,,-4 in. Structure. Unsistence Boundary Roots Gr. Sz.'Sh. 1 f-m sbk mvfr cs 1 m 1 m sbk mvfr gs 1 M I m sbk mvfr cs 1 m 0 m mf - horizon 4 is very tight, weakly cemented, effective bedrock GPD ft. Soil Application Rate GPIA2 Eff#1 'Eff#2 .q .6 .4 ! .6 I .4 .7 ` 0 0 Boring# i i Boring Ground surface elev. 99.6 ft. Depth to limiting factor in. li i Rate Est f � _ Sail Alp cat �n Horizon Depth in. DoIm-inant 'Color Munsell- Redbx Description Qu. Sz, Cont. Color Texture Stru6�d e Gr. Sz. Sh. Consisten ce Boundary Roots GPDfft2 'Eff#1 *Eff##2 1 r 0-10 7. 5YR 3/2 - si l 1 f-m sbk mvfr cs 1 m mvfr gs 1 m .6 2 10- 18 7, 5YR 4/4 - sil 1 m sbk ,4 .6 3 18-31 5YR 4/4 - st 1 m sbk mvfr cs I 1m .4 .7 4 Ljr3 -46 7.5YR 4/6 l~2d 5YR 4/6 s 0 sg mi cs - .7 1.6 5 46-64 SSBR horizon 5 is very tight, weakly cemented, effective bedrock * Effluent #Z = BOD5 > 30 E 220 mg/L and TS >30 < 150 mg/L Efflu t 12 = IL and TSS < 30 mg/L -ST Name (Please Print) Sig at re: 4A_ CST Number henry F. Grote c 7,_",222774 address Certified Soil Testing, LLC Date Evaluation Conducted Telephone Number E. 4366 353rd Ave. Menomonie, W1 54751/0/712005 715-233-0398 SBD-8330 (R.07!00) Property Owner K aczL Mark 3 Boring Boring # 'Z'V Pit Parcel iD # _P_endin Ground surface elev. 100.0 ft. Depth to limiting factor -3 -2----i n Page 2 of .3 ISail Aoolication Rat� Horizon Depth in. Dominant Color Redox Description N4unsell . SCl Texture Structure r Cons'ts fence Boundar _y. -Roots GPD/ft2 *Ef *Eff#2 1 0-10 7.5YR 3/2 Sil I f-m sbk mvfr Cs IM '4 .6 2 10-21 5YR 4/4 sil 1 m sbk Mvfr gs 1M .4 3 21-32 5YR 4/4 S1 I m sbk mvfr cs IM 4 .7 ---------- -,3 5YR 4/4 f2d 10YR 6/2 sl 1 m sbk mvfr as im ti 4 7 34-47 10YR 4/6 f2d 7,5YR 4/6 S 0 Sg M1 as .7 1.6 6 47-62 SSBR horizon 6 is very tight, weakly cemented w/ occasional loose pockets of 5, effective bedrock * Effluent #1 = BOD 5 > 30 < 220 m9JL and TSS >30 < 150 mg/L * Effluent #2 = BUDS E 30 mg]L and TSS < 30 mg/L 1'he 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, SBD-8330 iR 0,'06) Certified Soil Testing, LAC C- i r cc� , k ct, k liol p � 3 NW CORNER, SECTION 36 ESTABLISHED FROM f TIES OF RECORD) I + F—I---------------- CERTIFIED • ! ! I SURVEY MAP + r i i i VOL.-PC. 3860 I r ! \ I I 1 r Ir J--------------- J l � r a ; I , 33.00' 389.50'17'E 1318.911` 1285.90' w 0 rlty I m cn'w + r+ II V 702,65' � 54'44"W 7 +3fi 5.66 � 33.00' � PENDING NG`S[CERTFIEDSURVEY SURVEYING MAP AP _ ------ Ir4--------------- --- co + ' ; CERTIFIED SURVEY dr i + VOLUME 14, PAGE ! ------ 389f. -----_ I r I I i r f r I I I I L! I I I I UNPLATTED-LANDS I ti I f-LANDS- --------------------- --------__------ N89.53'56-W 735.57' LEGEND {- INDICATES SECTION CORNER ( AS NOTED) • - INDICATES 1- ( OUTSIDE DIA ) IRON PIPE FOUND. i - INDICATES 1,25" ( OUTSIDE DIA.' IRON PIPE FOUND. 0 - INDICATES 1.25" X 24" (OUTSIDED DIAMETER IRON PIPE WEIGHING 1.68 LB5.1 LINEAR FOOT SET. — X INDICATES FENCE LINE UNPLATTED LANDS --- _-----T_--_ W Y{ CORNER, SECTION 36 ( SURVEY MARKER NAIL FOUND) LOT 6- OF _CERTIFIED SURVEY MAP VOLUME-18,_PAGE_ 4791 583.147 CO"N r r ,�O * G B RG t I NEVI RICHMOND ! wl ti •� • �p S u %R* PREPARED BY: GRANBERG SURVEYING, INC. 1235 C.T.H."E" NEW RICHMOND, Wl 54017 PHONE (715) 246--7529 MAP OF SURVEY LOCATED IN THE SW4 OF TIE NW4 AND THE SE4 01: THE M44 OF SECTION 36, T29N, R18W , TOWN OF WARREN, ST. CROIX COUNTY, WISCOWIN DRA WN DA TE SURVEYED FOR GSI 10124105 ❑ORWES FARMS AND APPROVED DATE MARK & KELLY KOPACZ ,SCALE .SKEET PROJECT NO. 1 " = 200' 1 OF 1 05-064 ( A N X CORNER, SECTION 36 SURVEY LL ui M1 , SURVEYOR'S CERTIFICATE (COUNTY NAIL FOUND) o Lu 1, JOSEPH W. GRANBERG. REGISTERED WISCONSIN LAND SURVEYOR HERESY CERTIFY THAT BY THE Lu DIRECTION OF THE OWNER, DORWES FARMS (DAVID COWELS ), I HAVE SURVEYED AND MARKED THE LANDS SHOWN HEREON IN ACCORDANCE WITH OFFICIAL RECORDS AND CHAPTER A-E7 OF THE r, co z o a WISCONSIN STATUES AND THAT THIS MAP AND DESCRIPTION ARE A TRUE AND CORRECT o CL- REPRESENTATION TO SCALE THEREOF.arm o �, 00 S89653'56"E 131&84 1 Lu w cn � 9 �. DESCRIPTION. m� f A PARCEL OF LAND LOCATED IN THE SW Y4 OF THE NWY4 AND THE SE4 OF THE NWY4 OF SECTION 36, T29N, LL-0 1 � RI8W, TOWN OF VIIARREN, ST. CROIX COUNTY VVISCONSIN, FURTHER DE,3CRfBED AS FOLLOWS: COMMENCING AT THE W4 CORNER OF SAID SECTION 36: THENCE N00' 14'48"W 835,93 ALONG THE z 01 u I u' WEST LINE OF THE NWOF OF SAID SECTION 36 TO THE. POINT OF BEGINNING, THENCE CONTINUING Q w Z NOO'i4`4S'W ALONG SAID WEST LINE 125.85; THENCE S89.5917"E 1318.90'TO THE EAST LINE OF THE w o w w :t SW4 OF THE NW4 ( ALSO BEING THE WEST UNE OF THE SE 4 OFT HE NW4 ); THENCE S89`53SS"E1318.$4` f � TO THE NORTH - SOUTH Y4 SECTION LIME OF SAID SECTION 36; THENCE S[XY13'32"E 661.0 ALONG SAID s �, cos— f t`— I uz 00 Lu NORTH - SOUTH 4 SECTION LINE TO THE EAST - WEST 4 SECTION LINE; THENCE N89'53'5m 1901.P� Co. Q � J I ALONG SAID EAST - WEST Y4 SECTION LINE THENCE NDG-14-29M 836A V- THENCE N89`54-44-W 735.65` TO THE �i SAID WEST LINE OF THE NW Y4 AND THE POINT OF BEGINNING, CONTAINING 1,525,020 SQUARE FEET ( � 35.C1 ACRES) MORE OR LESS. N89'S3`5fi"V!' 2626.44' 1318.72' N89'53'56`W 1901.85 EAST - WEST Y SECTION LINE _UNPLATTED_LANDS_ LUTE: THE LANDS LOCATED IN THE SE Y4 OF THE NWY4 OF THE MAP ABOVE ARE SUBJECT TO A CONSERVATION EASEMENT. BUILDING OF ANY STRUCTURES MAY BE PROHIBITED. ul N v o � SY CORNER, SECTION 36 { P.K. NAIL SET FROM TIES OF RECORD) CORNER, SECTION 36 (P.K. NAIL FOUNIr CHECKED WITH TES OF RECORC NW CORNER, SECTION 36 (ESTABUSHED FROM TIES OF RECORD) r � l I r I r i i CERTIFIED I I SURVEY MAP I g T i i i VOL.- 14, PG. � 3860 1 1 I I I I1----- _--------- J I � I 33.00' S89.50'17"E 1318.94' ui I I 1285.90` LL# I w Sir I 702.65` r i I N89-54'44'W 735.65 I 33A�7' w PENDING CERTIFIED SURVEYING MAP + I I t 1 t I I ----_-----------------�► I I t t i i 1 I CERTIFIED SURVEY i I — Ji ti i I VOLUME 14,—PACE I o I Q� is k i I I� 1 ,I I I I I I I 1 i t I I I UNPLATTED-LANDS I I li I I t li I I I l i I I I ` J_____—_v_---_----_--J--------------- N89'53'5VW 735.5T W Y CORNER, SECTION 36 ( SURVEY MARK ER LOT G O F NAIL FOUND) -----__ CERTIFIED —SURVEY MAP VOLUME _1 8.—PAGE— 4791 fs /# /! •// LEGEND 4� - INDICATES SECTION CORNIER (AS NOTED) 40 - INDICATES 1- ( OUTSIDE DIA. ) IRON PIPE FOUND. ! - INDICATES 1-25- ( OUTSIDE DIA-) IRON PIPE. FOUND. O - INDICATES 1.25' X 24- (OUTSIDED DIAMETER IRON PIPE WEIGHING I 1.68 LSS. / UNEAR FOOT SET. I INDICATES FENCE LINE 1 UNPLATTED LANDS ------------- - PREPARED BY; GRANBERG SURVEYING, INC. 1235 C.T.H."E" NEW RICHMOND, 'Wl 54017 PHONE (715) 246-7529 MAP OF SURVEY LOCATED IN THE. SV44 OF THE WY4 AND THE SE4 Oic THE PNV 44 OF SECT;DI4 36, T29N. F.18W , TOW, I OF WARREN, ST. CROIX COUNTY. WISCONSIN DRA W N DA TE SURVEYED FOR, GSI I o/ 4105 DORWES FARMS AND APPROVED DATE MARK & KELLY KO ACZ SCALE SHEET PROJECT NO. I'll — 200' I OF 1 05--064 ( A � N Y CORNER, SECTION 36 SURVEYOR'S CERTIFICATE ( COUNTY SURVEY NAIL FOUND) co I, JQSCPH W. GRANI;ERG, REGISTERED VVlSCONSIN LAND SURVEYOR HEREBY CERTIFY THAT BY THE Q DIRECTION OF THE OWNER, DORWES FARMS (DAVID COWELS ), I HAVE SURVEYED AND MARKED THE �; :t LANDS SHOWN HEREON IN ACCORDANCE WITH OFFICIAL RECORDS AND CHAPTER A-E7 OF THE E ZD WISCONSIN STATUES AND THAT THIS MAP AND DESCRIPTION ARE A TRUE AND CORRECT a, REPRESENTATION TO SCALE THEREOF. cn S89.53'56"E 1318.84' �I ❑ESCRrPTION. = A PARCEL OF LAND LOCATED IN THE SW 4 OF THE NW 4 AND THE. SEY4 OF THE NWY OF SECTION 36. T29N, o R18W, TOWN OF WARREN, ST. CROIX COUNTY WISCONSIN, FURTHER DESCRIBED AS FOLLOWS: COMMENCING AT THE WY4 CORNER OF SAID SECTION 36; THENCE N00'14'48'W 835.0 ALONG THE cf) co f WEST UNE OF THE NWY4 OF SAID SECTION 36 TO THE POINT OF BEGINNING; THENCE CONTINUING N00° 14'48W ALONG SAID WEST LINE 125.85; THENCE S89'50'17E 1318.99 TO THE EAST LINE OF THE w SWy OF THE NW4 ( ALSO BEING THE WEST UNE OF THE SE 4 OFT HE ,'M4 ); THENCE S89-53'56-E1318-84' il co TO THE NORTH - SOUTH 4 SECTION LINE OF SAID SECTION 36; THENCE S00.13'32'E 661.63 ALONG SAID coul I NORTH - SOUTH 1 SECTION LINE TO THE EAST - WEST Y4 SECTION LINE; THENCE N89`53WV 1901.86` X a ALONG SAID EAST - WEST 4 SECTIC3N LINFs THENCE N00-1429V 836.1 V; THENCE N89'54'44W 735.65 TO THE SAID VVEST LINE OF THE NW4 AND THE POINT OF BEGINNING. CONTAINING 1,525,020 SQUARE FEET 35.E 1 ACRES) MORE OR LESS. 583.14` 1318.77 A.- G0 ON G NB RG S 2 _ N� FilCIiMONC wl r /}, �I� • SUR. N89'53'56-W 1901.86 EAST - WFST Y, SECTION LINE rA O N UNPLATTED LANDS fn NOTE: THE LANDS LOCATED IN THE SE Y OF THE NWY OF THE MAP ABOVE ARE SUBJECT TO A CONSERVATION EASEMENT- BUILDING SY CORNER, SECTION 36 OF ANY STRUCTURES MAY BE PROHIBITED. ( P.K. NAIL SET FROM TIES OF RECORD) 0 u 08 z ui � 44� UJ Q L o as Lu co oQ ui LIJ u- c uj �cn 0 �LLI< a:Q aj z :D U) i z Lu QI c t CN a} �I Q � � I U' C z 5 5I N89 ' 53'56'W' 262&44' - EY CORNER, SECTION 36 (P.K. NAIL FOUND, CHECKED WITH TIES OF RECORD)