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AUTH-9-11-21696.TIF
DEPART~~IENT OF E2•jyIRON'bIENT AND NATURAL RESOURCES DIVISION OF ENVIRONVLENTAL HEALTH Sheef -~ of ~ ON-SITE WASTEWATERSECTiON PROPERTY ID ~: . -~ 1t,IZ~ SOIL/SITE E~'ALUATIOIV CONY: _ c~-f- r\ ' 1 ,for OAT-SI~'E ~'AS'I'E~ATE~ S~'STE1~ OWNER Iv'~J ! ~ Kea.. ADDRESS: ~t. ' crd~- ~~ ~- ~ APPLICATION DATE ~ I~ - ~, PROPOSED FACILITY: PROPOSED DESIGN OW .1949 °~ ' DATE EVALUATED; LOCATION OF SITE: _ Z~ T' `; / ~~ ~~ j~ ~ ~,/~~ ~ ~ PROPERTY SIZE: o (s ~. ,-,~ WATER SUPPLY: ~ Pnvate ~PubhC ~ Well ~ Spt7ng PROPERTY RECORDED: EVALUATION METHOD: ~ Auger Boring ~ P't ~ Cut ~ Other i TYPE OF WASTEWATER: ~ewage ~ Industrial process Q Mixe:i ... .. .............. . ::::::::::::::...................:......................................:::::............................:..................................... .......................... :s1zE:::::::eccc:vc:rcc::c:ca:c::c E:'iEii~Ec;~E~ '-;:' :::::::::::::::::::::::::~:::::i:::::::::::::::::::::::::::::::::c::::::::i:::::.::::::E:==~~::::::::::::::::::iEE:::::::::::::::::::::::::~::::::::::::::::::::::::::Ec::::::::::::::....................... ..........:::::::::::........................:::::::::::::............... ~...OAPI-~O]G.~GY::::.................:::::::::::-...:::...... ..:..::::::.....::::::::::-..:::::::::::::.::::::::.....:::::::::::::::::s:::::::::::::::::............ :-: .:::::::• ::.....::::::::::::::::::::::::::::............:.....:......:.~ • .......a: • ................. ..................:...::•::•::::::::::::::::::::::::::::::::::::::::::::::::::::::::.... 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S / - -~ ~ ~ 4 DESCRIPTION Available Space (.19437 System Type(s) Site LT.AR INITIAL SYSTEM REPAIR SYSTEM OAR FACTORS (.1946): SITE CLASSIFICATION (.1948): - EVALUATED BY: OTI-~R(S) PRESENT vLV1 ~v1~N"1 S: use the LEGEND • in,~ standard abbreviations LANDSCAPEPOSITION SOIL CONVENTIONAL GROUP TEXTUR LPP -- - - 1~IILYER.4LOGY/ - E .1955 LTAR* 1957 LTAR* CC (Concave SIope) I . CONSISTENCE STRUCTURE CV (Convex Slcpc) S (Sand) I.2 - 0.8 LS (Loamy Sand) 0.6 - 0.4 ~`~ (N°n-O~~rye) G (Single Groin) D (Drainage Way) SEXP (Slighdy Expansive) M (Massive) DS (Debris Siump} FP (Flood Plain)- II SL (Sandy Loam) 0.8 - 0.6 0.4 - 03 EXP ~~ansiva) CR Crttmb ( ) FS (Foot Slope) L (~~) GR (Granular) H (Head Slope) L (I.inesr Slope) III ~ SCL (Sandy Clay Loam) 0.6 - 03 0.3 - 0.15 SBK (Subangulaz Blocdy) ABK (Angular Blocdy) N (Nose Slope) SiL (Silt Loam) CL (Clay Leam) PL (Platy) PR (Prismatic) R (Ridge) S (Shoulder Slope) SiCL (Silty Clay Loam) Si (Silt) ~®IST WET T (Teaace) ~ SC Sand Cla ( Y Y) 0.4 - 0.1 0.2 - 0.05 VFR (Very Friable) FR (Friable) NS (Non-sticky) SiC (Silty Clay) ~ (F~) SS (Slightly Sticky) C (Clay) O (Organic) None VFI (Very Fimt v. V Stick ~ Y) ' S (Sticky) VS (Very Sticky) EF! (1 sxaemely Fhm NP (Noo-plastic) *Adjust OTES LTAR due to depth, consistence, structur soil wets e+ ess, landscape, position, wastewater flow and quality. SP (Shghtly Plastic) HORIZONDEPTH In inches below aahual soil surface P (Plt~ic) VP (Very Plastic) DF.PTHOFFlZL In inches 5rom land surface RE'STRICTNE'HORIZON Tliic'.atess and depth from land stuiac-, - ^ .SrfPROL1TE S(suitable) or U(tatsuitable) SOlL )YETYESS GLASSIFlC,4TION Inches from laced surface to free water or inches from Iand surface to sot? colors with chromes S (Suitable), PS (Provisionally Suitable), orU (Unsuitable) 2 or less - rxord Mtmsell color ~iP designation Evaluation of saproiite shall be by pits. Long-teas Acc.^ptance Rate (LTAR): gaUday/R'