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HomeMy WebLinkAboutEHPR-02-2013-16846.tif , .. '~:DEfuTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF ENVIRONMENTAL HEALTH ON-SITE W ASTEW A TER SECTION OWNER. ADDRESS: PROPOSED FACILITY LOCATION OF SITE. WATER SUPPLY 0 Private 0 Public 0 Well 0 Spring EVALUATION METHOD. 0 AugerBoring RrPIt 0 Cut TYPE OF WASTEWATER. 0 Sewage 0 Industnal Process To ~~ 'rt-'/))1 SOIL/SITE EV ALVA nON for ON-SITE \VASTEWATER SYSTEM APPLICA TION DATE Sheet_of _ PROPERTY ill #. . COUNTY DATE EVALUATED' PROPERTY SIZE. PROPERTY RECORDED. PROPOSED DESIGN FLOW ( 1949). o Other o Mixed ]!:: ..:: ... .::::.. :R:; , .. '0':: ................. .. .. 'i,,::::::iii>>:iUi/;: ok:: :::::::H~~::<:: t:;:: ii'::~Zft;.', If ip:p$ifib'NC ::SLOPE:% ' 0- I.{ 6 (t- JJk J-'-o/) 1-r .... -.- ...... ... -... .. .. '" .. .... ... . ,.... . ....... .. . .......... .--.... .... . ..........--......... ::::tytmR!:=.. ..... ..:..... ........", .. ":. .... ,PROFILE FACTORS: ">::::: :;':::..:....::.''''..'1 ...... .:" . '" .." !llliIJ!!iiliiiil!!li!I!ll 'Y!l19$(; ,,19M' :::':::"'::':': ';'B;W.. ':;~ 'm!.tJ,! i (Ill I I ( J 5' i I I I I I I ~~. I I I p~ I ~S I I I I I , ;X94j: ":SOIL::: :DEPTfF SOlEMORPllblJOGY :::::(;1941) '.:. :Hb~F.. :ZON DEPJ'1J (IJ\';) , '::' .. .. ..:: ..i: ::l1942::, ;i941 : :',: .-I941:+ ":::::::SOlL' STRUCTURE/; CONSISTENCE/' :'wtti'iltS$1: 'rixtvAt: : .::"ii)~tR.k~ci: . COLOR .,.. ..""""."",,,... .. I - J J-\~J1 /-, ;'~( 'J LfJ> 'LL 1 l(/ .-..... ......... o-{ II [L -^-l~ )......'1,(J 'J: ,.- p.r 2 I-- ~~ -. -- 3 '-r} '- <.-- 4 DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS ( 1946): Available Space (1945) SITE CLASSIFICATION ( 1948)' M~ f~ System Type(s) EVALUATED BY OTHER(S) PRESENT Site LTAR COMMENTS \ H tA. V\ n tr' @ P not (,l $" (A. nl dqe-' \ t'\ ,e, + e ~ j\tCn (ed jJel jt'l, I q /:>1 /{)~(r D ~ /hrt LEGEND l' .. ~ .:1. LANDSCAPE POSITION GROUP use the SOIL TEXTURE ollowing standard abbreviations CONVENTIONAL LPP .1955 LTAR* .1957 LTAR* ,-=-- ""IINERALOGY/ CONSISTENCE CC (Concave Slope) CV (Convex Slope) D (Drainage Way) DS (Debris Slump) FP (Flood Plain) FS (Foot Slope) H (Head Slope) L (Linear Slope) N (Nose Slope) R (Ridge) S (Shoulder Slope) T (Terrace) STRUCTURE S (Sand) LS (Loamy Sand) 1.2 - 0.8 0.6 - 0.4 NEXP (Non-expansive) SEXP (Slightly Expansive) EXP (Expansive) G (Single Grain) M (Massive) CR (Crumb) GR (Granular) SBK (Subangulax Blocky) ABK (Angular Blocky) PL (Platy) PR (Prismatic) IT SL (Sandy Loam) L (Loam) 0.8 - 0.6 0.4 - 0.3 ill SCL (Sandy Clay Loam) SiL (Silt Loam) CL (Clay Loam) SiCL (Silty Clay Loam) Si (Silt) 0.6 - 0.3 0.3 - 0.15 MQ!TI: ~ IV SC (Sandy Clay) SiC (Silty Clay) C (Clay) o (Organic) 0.4 - 0.1 0.2 - 0.05 VFR (Very Friable) FR (Friable) FI (Firm) VFI (Very Firm v V cry Sticky) 'EFI (Extremely Firm) NS (Non-sticky) S5 (Slightly Sticky) S (Sticky) VS (Very Sticky) NP (NoD-pl.",;c) SP (Slightly Plastic) P (Plastic) VP (Very Plastic) None NOTES HORIZON DEPTH In inches below natural soil surface DEPTH OF FILL In inches from land surface RESTRICTIVE HORIZON Thic!mess and depth from land surface SAPROliTE S{suilable) or U(unsuitab!e) SOIL WET7VESS Inches from land surface to free wa/er or inches from land surface to soil colors with chroma 2 or less - record MunseU color chip designation CLASSIFiCATiON S (Suitable), PS (Provisionally Suilable), orU (Unsuitable) Evaluation of saprolite shan be by pits. Long-tenn AccejJlJmce Rate (LTAR): gaJ/day/ft' Show profile locations and other site features (dimensions. reference or benchmark, and North). * Adjust LTAR due to depth, consisknce, structure, soil wetness, landscape, position, wastewakr flow and quality . '. '. '" ........................................................................................ .. ... . . ..........h..............._................. .................. ........................... ......_..............-.. .-.........-.....-..--. . . . ....................................-.......................-................. . . . . . . . . . ..--............................. . . . '. . , ..... . ......:.......:.......................:..............:.......:..............................;.......:.......:..............................:.......:................................;.......:.......;..............................:... .. " . . . . . . . . '. '. . . '. '. . . . . . 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