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HomeMy WebLinkAbout018-1008-60-000 (10)WrsNnsm Department of Commerce -;REPORT Page of Division of .Safety and Buildings IV, in accordan with comm 85. Wis. Adm. C ( , Attach complete site plan on paper not less than 8 1 x 11 ik(r hes in size. plan must include, but not limited to: vertical and horizontal ref rence point (BM), direction and Parcel (- percent slope, scale or dimensions, north arrow, an location and distance to nearest r ad. Please print all info ios --- Law. Rey by Date personal irrformatwn you provide may be used for secondary purposes (Privacy s"t Property Owner l 4 l l C� y,L - Property Location` Govt. tf4 1 4 S T Z N R E(Property V Owner's Mailing Address Atl Lot # Sutxi Name rx CStvt#r��.-f. 1,City State Zap Code Phone Number LI Cvillage ' T Nearest Rod I u )-1 1 5-4 r, t-) I� 17 ew ConStrucfion U esidential / Number of bedrooms_.,...._ Code derived design flow rate i JZ� GPD 0 Replacement f © Public or commercial -Describe.-- Parent materialX Flood Plain elevation if applicable General Corr endati and _ and reoanmerldatfons: ❑Boring Bori # ®/�}�,� - pit Ground surface elev. 0 ft. Depth to limiting factor in Soil ADolication Rate Horizon Depth in. Dominant Color Munsell RedoxDesciption Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD1ff 'Eff#1 'Eff#2 )) / /��J Boring # ❑Boring f ! / '' `/ air Ground surface elev. � ' ft. Depth to limiting tailor in. Fsm iwn[ication Rate Horizon Depth ! in. Dominant Color Munsell Redox Description Qu. Sz. Cont. Color Texture Structure Gr. Sz. Sh. Consistence Boundary Roots GPD/ff 'Eff#1 'Eff#2 z_ r-�` Z ,tom , tip, z c., L f- r]/ • Effluent #1 = BOD > 30 c 220 nVL and TS5 >30 j IbO tmuenr Kz _ CST Nam@ (Please Print) re CST Number Bird Plumbing, Inc. Shaun Bird 226900 Address Date Evaluation Conducted Telephone Nurnbe, 1008 192nd Ave, New Richmond, WI 54 / i '? — 0 j 715-246-4516 Property Owner /Sj Parcel ID # l Boring # rlfr. t�n9 Yy�-� Ground surface elev. L' ` � ft. Depth to limiting factor / Page of Soil Application Rate Horizon 2- Depth in. IZ-3`d Dominant Color Munsell , 3 L rS/ Redox Description Qu. Sz- Cont. Color --- Texture l Structure Gr, Sz. Sh. 7 r rti C r' Z, Consistence rut s Boundary LA-,; Roots 2 1 GPOHf 'Eff#1 4 'Eff#2 g 0�,5�r"�/ c"� Ll Boring # L] Boring ❑ Pit Ground surface elev. ft. Depth to limiting factor In. Sa Application Rate Horizon Depth Dominant Color Redox Description Texture Structure Consistence Boundary Roots GPDufg in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 `Eft#2 F] L] Boring8onng # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Sod Application Rate Horizon Depth Dominant Color Redox Description_ Texture Structure Consistence Boundary Roots GPDffiz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BODE > 30 < 220 rrglL and TSS >30 < 150 mglt. ' Effluent #2 = BODS 5 30 rrKA 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 TfY 608-264-8777. seo-uw tx.doot F] L] Boring8onng # Ground surface elev. ft. Depth to limiting factor in. ❑ Pit Sod Application Rate Horizon Depth Dominant Color Redox Description_ Texture Structure Consistence Boundary Roots GPDffiz in. Munsell Qu. Sz. Cont. Color Gr. Sz. Sh. 'Eff#1 'Eff#2 Effluent #1 = BODE > 30 < 220 rrglL and TSS >30 < 150 mglt. ' Effluent #2 = BODS 5 30 rrKA 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 TfY 608-264-8777. seo-uw tx.doot Effluent #1 = BODE > 30 < 220 rrglL and TSS >30 < 150 mglt. ' Effluent #2 = BODS 5 30 rrKA 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 TfY 608-264-8777. seo-uw tx.doot i r Soil Test Plot Pl{ Project Name P.C. Collova Bldrs. Inc. S Address` P.O.Box 489 Somerset Wi 54025 Lot 51 Subdivision E 1/2 NE 1/4S 5 T 29 ')TM #226900 Farm View Ridge II Date 11 /13/05 N/R17 W Township Hammond Boring 0 Well PL Property Line County ST. CROIX ® BM or VRP Assume Elevation 100 ft. Top of 1 /2" Pipe System Elevation 102.1' *HRpSameasBenchmark Alternate Benchmark Top of Lath CC 103.0' AtI.B.M. R B.M. 100' 318' Scale is F = 40' unless otherwise noted 2% Slope g0' 1541 B-3 u'l0F 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! 460' property line operty Line ,�01.5' B-2 7 102' 30' 1 1 15' 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! INE CORNER, OP1ATlEQ SAN➢a I I SECTION 5 NORTH LINE OF THE NE 1 4 OF THE NE 1 4 J FOUND SURVEY N 89'52'25" E / q6' NAIL T- --------------- 04 CTH RD. 1317.63'-------� 33.00' n N 89'52'25' E 1284.58'- - — — - -------------------------------------------------------.1 50'00' O U T LO T 1 N 89'52'25' E 1284.52' 0 64228 S.F. 1.47 Ac. 50. 390.80' 317.80' 0 343.79' 232A3' L__ — — — _ LOT 52 • LOT , 51 r LOT 50 ', 131194 S.F. �� t 7680 S.F. 91 r 90314 S.F. + \ 3.01 Ac. a 1.76 c. 0 2.07 Ac. cy / I `�I 3 33' z \ wI ,� �! LOT 49 I � i z C4 151602 S.F. U 1 pCT' 3.48 Ac. I Vk SLOT 53 1� 123290 S.F.2.813 Ac 01 �1 a NI LOT 48 I I _ II 163470 S.F. _ 568,57,— — — — — �\ Cth 3.75 Ac. I f I �� •a ' I /// fl1� II �I N 03`53'14" E f3.1pJ E I z LOT 5 4 �4� • , 124602 S.F. * ; N 03-53'14` E i 9gf I 2.86 Ac. a a9`'_ _ �� - ( 81.99' 252' i i 39' E 606_15� I F j I c �ij`i Syg� r W I �I LOT 5 5 i 1 1�: ` . I _ 04 6 6' I J s173E+3 S.F. �V+n " f� s LOT T 47 I o LOT�j \ \ 2.01 Ac. 89064 S.F. I olN LOT 146 1 0 M 87136 "�I 3' 33 , 94 1 2.04 Ac. 0 713 S.F.. 116205 S.F. ,� ` 1 1 '� , t zl 00 2.67 Ac. \ 'rS � 1 1 i' I 1 I`mI \ :� \� r , �� N 100'30'46" E I n \\ 7� 6 O 89'29 14 W W I W W LOT 5 7 ' \4g \ \ \ �/ / -' �' _ J- 89.29'14" W 213.7 i89'29'14• W N C 92959 S.F. ~� 2.13 Ac. \ \ G - �+ b - U)I \ \ �= r° ri - I I \ \ @ = 17 i N 00'30'46" E _ _ I 5 07- I ,ai e 5'5r"' E 19IM'_� N N E 0 Jy- _ {per l / •� z 0 1% Q I T LOT 58 91597 S.F. 2.10 Ac LOT 73 LOTI 75 - - Bg n� / 0 131162 S.F. lx 1 LOT 74 zl 8752P SAI I 77191 S.F. 2.01 Ac, I 1,77 Ac. 5 .69 !� /l1 _4Z r L 198.93- J L _205118' N 8 '31'44' W N 89'31'44" W I _ _ _341.64' _ I L677351 S F �%? LOT 69 33.00' I 73793 S.F. / I SEE SHEET 2 OF 2 `Z NO c-.. DRAINAGE 0 CAP°"S EASEMENT NOTE: T C) NO DWHER OR RESDE4T SHALL Do LOCATION MAP: C', Z o ANY"1149 WMICH 'MOULD INTERftR£ VA Z OR C2{ANGE THE 9PERAM7N OF THE M APPROVED CONPREHENSM WATER uTi E DRAINAGE AND sEROSION PLAN FOR (NOT TO SCALE) THIS PLA7. THIat, S 91Cl M BUT IS NOT WNTEO TO BUILDING UPON, OBSTRUCIVW9, SECTION 5, 729N, R17W, SEMENT ALTEFI NC, FLUN9, OR EXCAVATNC OR PLANTM IN ANY POND EASEMENT% tT- T N WATER DRAINAGE DITCHES, WATER RUNWAYS. WATER CULVERTS BERMS OR PLAT LOCATION GRASS SECDINGS. NOTE: FRpWT SETSACX • !W NKESS I7rHV X NDTED) I SCALE' 1' - VOO' n m