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HomeMy WebLinkAboutEHPR-3-11-9882 (2).TIF � �� � 3: ''� , ��, � DEPARTMENT OF ENVIRONMENT AND ATURAL RESOURCES +� � Sheet I of _ DIVISION OF ENVIRONMENTAL .HEALTH (� PROPERTY ID #: ON-S1TE WASTEWATER SECTION ����� �—`�'" / �� COUNTY: � SOIL/SITE EVAI.UA'I'ION � � / � � �`'or �-S � 'E WA S D RE YSTEM owrr�R: a � 7 c+t ADDRESS: J c. ; � � DATE EVALUATED: 3 �73 // PROPOSED FACIL : G ��- �: PROPOSED DESIGN FLOW (.1949): PROPER•TY LOCATION OF SITE: PROPERTY RE�3RI�ED: WATER SUPPLY: � Private .� Public � Well � Spring � Other � EVALUATION METHOD: � Auger Boring � Pit � Cut � TYPE OF WAST'EWATER: ,�Sewage 0 Industrial Process � Mixed �� G( �� � p.. R o... .:. . SOIL MQRPAQLOGY ; ; ; ; i OTHER F.:.: .: . ': :::: f 1�41.):':. . i. i OFIL 194Q . ::: : L PR � �"A.CTORS - g, LAND . HORI . 1942 ' ' SCAPE ZON ' 1941 1941 : SO1L 1943 ; 1956 1944 q, llEPTIi STRUCTURE/ ' CONSISTENCE! WETiVESS/ ; SO1L �ApRO RESTR: PpSI�'IpRy 1L SLUFE % �� ):. .. �EXT[tRE MINERAI:OGY CDLOR DEPTH CLASS HOItIZ CLASS : _. �5 �-� SG[ w��S/�� S�X� �, �" r. � �- �s �/�- � � � ; � << - � 1 ���° �� ,- �s� � �' � .� . .3� ,�S o-�- S� S�K s� �- `�' �s ,�s ( ��o, S `C `` I 2 G2'�� . �� � :;:, . l �� � � , G 5 - �' S� 5��� � �.r_"'"' '' �� a SL � � � �� � 3 - � �,�1 � � - �y � � �. �- .sL s�� ,_ �'� , . ps I �:. �� �- � .s�-S� � � � � , 4 �� . . ,�� � -� s s � 5� `� -� DESCRIPTION INITIAL SYSTEM REPAIIt SYSTEM OTHER FACTORS (.1946): S SITE CLASSIFICATION (.1948): �� Available Space (.1945) ' / System Type(s) EVALUATED BY: � l gis h OTHER(S) PRESENT: Site LTAR COMMENTS: , • � LEGEND _ use"the.�followin� standard abbreviations SOIL CONVE[YTIONAL LPP MINERALOGY/ LANDSCAPE POSITION GROUP TEXTURE .1955 LTAR* .1957 LTAR* CONSISTENCE STRUCTURE CC (Concave Slope) I S(Sand) 1.2 - O.R 0.6 - 0.4 NEXP (Non-expansive) G(Single Grain) CV (Conve�c Slope) LS {Loazny Sand) SEJ� (Slightly Expansivc) M(Massive) D (Drainage Way) EXP (Expansive) CR (Cnunb) DS (Debris Slump) II SL (Sandy Loazn) 0.8 - 0.6 0.4 - 03 GR (Granuiaz) FP (Flood Plain) L(Loam) SBK (Subangulaz Blocky) FS (Foot Slope) ABK (Angulaz Blocky) H(Head Slope) III _ SCL (Sandy Clay Loam) 0.6 - 03 03 - 0.15 pL (p��y) L(Lincar Slope) ` SiL (Silt Loam) PR (Prim�tic) - N (Nosc Slope) CL (Clay Loam) R�Rid�e) SiCL (Silry Clay Loazu) MOIST VVET S (Shoulder Slope) Si (Silt) - T (TerraCe) VFR (Very Friable) NS (Non N SC (Sandy Clay) 0.4 - 0.1 0.2 - 0.05 FR (Friable) SS (Slightly Socky) SiC (Silty Clay) F[ (Ficm) S (Sticky) C(CIaY) VF[ (Very Firtn v. Vay Sudcy) VS (Very Sticky) O(Organic) None EFI (Extremely Firm) NP (Noo-pla�ic) SP (Slighdy Plauic) � Adjust LTAR due to depth, consislence, structure, soil wetness, landscupe, position, wastewater ilow and quality. p�p��;�� NOTES VP (Very Plasuc) HORIZONDEPTH In inches below natural soil surface � DEPTH OFFILL In inches from land surFace RESTRICTIVE HOItIZON Thiclrness and depth from land surface SAPROLITE S(suitable) or U(unsuitable) , SOIl A'ETNBSS Inches from land surface to &ee water or inches finm land surface to soil colois with chroma 2 or less - record Munsell color chip desip�ation CLASSIFICATION S(Swtable), PS (Provisionally Suitable), or U(Unstitable) Evaluation of sapmlite shall be by pits. 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