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HomeMy WebLinkAbout032-2137-40-000 'scGis#i Department of Commerce SOIL AND SITE EVALUATION Di■ilsion of Safety and Buildings Page ) of 3 Bureau of Integrated Services in accordance with Comm 83.09, VViis. Adm. Code Attach complete site plan on paper not less than 8 1/2 x 11 inches in size. Plan must County include,but not limited to: vertical and horizontal reference point(BM),direction and 5-941 a a/ percent slope,scale or dimensions,north arrow,and location and distance to nearest road. Parcel I.D.# ,. \ 0,-�, f31 . c'6 APPLICANT INFORMATION- Plea - ��i)- /ohma> R- iewe•l;,r/ Date Personal information you provide may be used fo skc.,nary purpo4(Privacy Law;'s`.15.04(1)(m)). (-.- I 661 7 :ib'�fl Property Owner ..6 ( �1 '; Property Location C•� v Govt.Lot IVE 1/4 1/4,S i 3 T ,N,R E(or Property Owner's Mailing Address ea + ` .'11' 1 2011 )"." tot# Block# Subd.Name or CSM# Q/�- 42 City,/ State Zip Cdlde' ;,, 'N WP_440Ru /� ❑ City ❑ Village ® Town Nearest Road ,� 75'14.zS,1u I Of I .T�4 "�i E )4 <..�„�>„e sE f I /)©- 1,1./f �,' ' ./ ElNew Construction Use: J Residential//Number of bedrooms 7 Addition to existing building Replacement ❑Public or commercial-Describe: Code derived daily flow 264,0 gpd Recommended design loading rate_/,‘„? bed,gpd/ft2 /,2 trench,gpd/ft2 Absorption area required ,• 290 bed,ft2_..5 0O trench,ft 2 Maximum design loading rate / bed,gpd/ft2 1,42 trench,gpd/ft2 Recommended infiltration surface elevation(s) 9S, 2 ft(as referred to site plan benchmark) Additional design/site considerations j 1-s,.c,, 45,A) Le .44. o f-,,-.79 7 Parent material --;7/ Flood plain elevation,if applicable jY ft S = Suitable for system Conventional Mound In-Ground Pressure AT-Grade System in Fill Holding Tank U = Unsuitable for system ❑S fZI U X S ❑ U ❑S M U ❑S 121 U ❑S IZI U ❑S Eg U SOIL DESCRIPTION REPORT Boring# Horizon Depth Dominant Color Mottles Structure GPD/ft2 g Texture Consistence Boundary Roots in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed ,Trench LA / . - J( X ‘ S/ E ,.,5ii 17 !DG/ /hn , S . CO Ground 3 2.?-.30 fe9`re 4 .di .T'/ , �� 2Z9.ft. -,/ _� //' �Pr/, 2,3r, rl✓.2r,y, .5.-/ ( 17 - — 1U/' ;xi' Depth to , limiting factor ' .3/, in. - - ' Remarks: Boring# 11T ,_p ��s_•�s /2')P.r� ,e/7-4 ..c../..c./ .- ,-,,di I'd' 'IA) l ,r ,l 0 Ac-3 3 7s y(°.r/ .v.G� _s• -��..al 9,2,1 e qr a ,r ; , l s- / Ground -� ' '?-./a• ,T�7/3 d32/c) ,-s-jr 7%a s4 �� �. r �,� _ Al p ;lv aeleev..y / /�,-eft• iv9nrJU 5 is , Depth to limiting - ' factor �_in. Remarks: CST Name (PI as /O( )4i i s. Signature , ,C/% Telephone No. • _ 9 dr ' �y % —j,� /s- 7 -7/KKK Address `� Date CST Number Sg/ c_De Z ()Sr ei Z r}l jla /f ;/9.5 , -- SOIL DESCRIPTION REPORT A. PROPERTY OWNER ,R4 1 & J,xJp /a}J/( Page_p of__ PARCEL I.D.# Boring# Horizon Depth Dominant Color Mottles Structure D/ft2 in. Munsell Qu.Sz.Cont.Color Texture Gr.Sz.Sh. Consistence Bounda ry Roots G P Bed Trench z:.S4 (4)-R >e't"- /Z L.) cep � // � J S J / /� � d T; r�.Hs6C ,�,�T� e w /k, y " �o Ground l42.5" \ � N s 7 �� p".,4 s��✓/ s4) rr f — ,s"° Depth to 5 A limiting factor Remarks: Boring# `8s'n:.A.�'S:.. Ground elev. ft. Depth to limiting factor in. Remarks: Horizon Depth Dominant Color Mottles Texture Structure Consistence Boundary Roots GPD/ft2 in. Munsell Qu.Sz.Cont.Color Gr.Sz.Sh. Bed ,Trench Boring# roN Ground • elev. ft. Depth to limiting factor in. Remarks: Boring# i teilifHP Ground elev. ft. • Depth to limiting _ factor in. Remarks: SBD-8330(R.9/98) ,... . . , I _?„,e_I , CJ e-)61 A/F9 '1/4)- sec/�-T-ay-, 9 �j„ECs, J ! 3, Zose tJt sy®i /9R ill ,1 A ,8, ,,e,r ryt e,-/ .21,,el'J�5 -d-. i o 4 &”/ / =yam= sc4 7/9.-- _ _ , g / ' .,7/ c Z---.- '2 8 -Ls7,07 x/©7 3 / • a ,. me _,_ / /Itr F 3 - IF - / 64' 78 • 1'bC 4..t- /c .. 2' EW -may • UNPLATTED LANDS LI-Ii.Li HLAKUMAN tdJ leuT Ave , Hew rrILrii ur u M v V. LINE OF THE NE 1/4 NF THE NW 1/4 7-LINED-AG ( d w_, , C3,3 7--, ,...6 o \,„ 529.83' \ ` s 419.45 0 \ f W ' �W o Q ®33 A y W ! ` A v)n u O T f3 0 e m -1 D0 N a U P N � NO2'07'46•'E ui; 254.42' �', °' 1 m (U cn Ul �1,, �i 96\'�1%�5 to O, (A 60 `-'\r� ( ) A D W w �� ``\\ , sp � \ 1 <,-) wo' ,� / 97 60 // A 7 �„c,, rr LE b 3.95,5£.wS \.9L'6S I 4:W W . VA\_\\_ J .5 0'41 ED- . • \ N i' ° C pp \�— 1 l� C7 , j A O f l / \\ \ S S •�t \\\\\ \\�\� ••••• N v ''''” �!! � 7S- 0. \ A\ \V/ ,--72. rte` yT �, \ 4 \\� �y25t o m n \ nn , \ s\ t\-, W• E9 \ _/ /s y6 ni7--� \ --,0tZ' /`,-�V\ ed g6 / \ ,N \ s„o0 �j' /•\\ Z D r\ ti•rn coo I •.'•. a ��•„. a M F,1 W rn. • U N W O 1-1 Hv p�••••' td o ry co m 3 m ® O cAn D cn �2 T °o cn �"�m W�? Z7 ��- J> D ' U fTl (rl (� (/J 0, N m fJ A 248.34' pm 488.10' i \ \ `/ 285.25' y/\�\ E. LINE OF THE NE 1/4 OF THE NW 1/4 �\,w / 1\ \ t,4 PLAT BUU\ARY \\ `/ opa `, ROWAID F. A,-1 1�\\