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HomeMy WebLinkAboutEHPR-3-11-9891 (2).TIF DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCE � Sheet r af I DIVISION OF ENVIRONMENTAL fiEALTH � �� ��a'�-- ��� PROPERTY ID #: ON-SITE WASTEWATER SECTION COUNTY: OIL/SITE EVALUATION ���o� _ 3 ��� ^ p � p � ,// for ON-SI�'E WASTEWA'TER SYSTEM OWNER: �9E�i APPLICATION DATE ADDRESS: .2 3 G'r DATE EVALUATED: / PROPOSED FACILITY: 3S PROPOSED DESIGN FLOW (.1949): 3� o PROPERTY SIZE: LOCATION OF SITE: PROPERTY RECORDED: WATER SUPPLY: Private 0 Public Q�Well � Spring � Other EVALUATION METHOD: � Auger Boring Pit � Cut - TI'PE OF WASTEWATER: �ewage 0 Industrial Process � Mixed ;.: P.':: : R.. . ` .'.: �: : SOIL MORPHOLOGY ; ; ; OTHER F .: (1941j PRQ�IL� �AC�'QRS ; ` L: . :: .:: E LAND . HORI 1942 SCA:PE ZON . 19d1 ; 1941 .: SQ1L i943 ; 1956 1944 : #,.; POSIT1p�Y/, DEPTli . STRUCTURE/ . CONSISTENCF.! WETNESS/ ' SQ1L : , SLOFE ° la (IN ) TEXTURE MINERALOGY COLUR DEPTH: CLAS3 O l.A _. -: & LTAR : � G -� SC� GG se S,�' �//,�- ?�� , — �' 3a- v .. 1 ,��d � `� - 3 I ss � � .� �L s ` s�� ��,� �� _ _ S I 30- s� � 2 �,C� I .3 I 3 � I I I 4 � � DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS (.1946): ` Available Space (.1945) � SITE CLASSIFICATION (.1948): ' � System Type(s) ' 1 EVALUATED BY: � OTHER(S) PRESENT: �w Site LTAR � 3 COMMENTS: LEGENI) `use the,followin� standard abbreviations SOIL � CONVENTIONAL LPP MINERALOGY/ LANDSCAPE POSITION GROUP TEXTURE .1955 LTAR* .1957 LTAR* CONSISTENCE STRUGTURE CC (Concave Slope) I S(Sand) 1.2 - O.F 0.6 - 0.4 NEXP (Non-expansive) G(Singlc Gisin) CV (Convex Slopc) LS (Loamy Sand) SEXP (SlighUy Expansivej M(Massive) D (Disinage Way) . EXP (Expansive) CR (Cnunb) DS (Debris Slump) II, SL (Sandy Loazn) 0.8 - O.Ei 0.4 - 03 GR (Gtanulaz) FP (Flood Plain) L(Loatn) SBK (Subangulaz Blocky) Fs �ooc s�o�� asx �.��� s��k H(Head Slope) III . SCL (Sandy Clay Loam) 0.6 - 0.3� 0.3 - 0.15 PL (Plary) L(Linear SIoP�) SiL (Silt Loazu) PR (Prisnatic) N (Nose Slope) CL (Clay Loam) R(Ridge) SiCL (Silry Clay Loam) MOIST WET S (Shoulder Slope) Si (Silt) — T (Tesece) VFR (Very Friable) NS (Nan-sticky) N SC (Sandy Clay) 0.4 - 0.1 0.2 - 0.05 FR (Friable) SS (Slighdy Sucky) " SiC (Silty Clay) FI (Ficm) S (Sticky) C(Clay) VFt (Very Firtn v. Very Sticky) VS (Very Sticky) O(Organic) None 6FI (Extremely Firm) NP (Noo-pla+tic) � SP (Slightly Plavtic) * Adjust LTAR due to depth, consistence, structure, soil.wetness, landseaipe, position, wastewater Oow and quality. P(Plavtic). NOTES VP (Very Plavtic) HORIZONDEPTH In inches below natural soil surface DEPTH OFFILL In inches from Iand surfece RESTRICTNE HORIZON Thiclmess and depth from land surface SAI'ROLITE S(suitable) or U(unsuitable) . � SOIL WBTNESS Inches &om land stirface to frce water or inches finm land surface to soil colon with chroma 2 or less - iecord Munsell color chip desi�,mation CLASSIFlCATION S(Suitable), PS (Provisionally Suitable), or U(LJnsuitable) � �. Evaluation of saprolite shall be by pits. � ` Long-term Acceptance Ratc (LTAR): gaUday/ft' . Show rofile locations and ot6er site features dimensions, reference or benchmark, and North). .......:......:........:......:...... . . .. .. .. .. . .: ... ...:... ...;.... .;...... ..... � . : ......... ... . .. . .. .. .. .. .. .. 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