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, �1 <br /> C00060 S 0 1 L I N T E R P R E T A T I O N S R E C 0 R 0 <br /> MLRA(SI: 34. 35. 37. 32 PEPSAYO SERIES <br /> REV. RD. 6-77 <br /> TYPIC TORRIORTHENTS. LOAMY. MIXED (CALCAREOUS). MESIC. SHALLOW <br /> PERSAYO SERIES ARE SHALLOW.WELL-DRAINED SOILS FORMED IN CALCAREOUS LOAMY SEDIMENTS WEATI/ERED FROM SUFT SEDIMENTARY ROCK. <br /> IN A REPRESENTATIVE PROFILE. THEY HAVE ABOUT IA INCHES OF SILTY CLAY LOAM TORT OVERLIES WEATtiFRED SHALE AND SILT'-TUNE. <br /> NATURAL VEGETATION [5 A THIN STAND OF DESERT SHRI+US AND GRASS. AVERAGE ANNUAL PRECIPITATION IS ABOUT B INCHES. <br /> SLOPES ARE 2 TO 45 PERCENT. <br /> --------------------------E5IIHAIE➢_50IL PROELBIlES---------------------------- -----I <br /> IDEPTRI I I IFRACTIPERCEhT GF MATERIAL LESS ILIDUIO IPLAS- 1 <br /> I(IN.)1 USDA TEXTURE I UNIFIED I AASHTO 1>3 LIMIT ITICITYI <br /> 1--L-----------------1__------------1___--- --lIeclII__!___ <br /> 0-14ISICL. SIL. CL ICL IA-6 1 0-10180-100 75-100 75-95 60-5S 1 25--40 110-20 1 <br /> 1 0-141GR-CL JCL . GC IA-6 1 0-10160-75 60-75 60-75 45-60 1 25-4O 110-20 1 <br /> 1 14 IWn I I I I I I I <br /> I I I I I I I I <br /> I I I I I I I I I <br /> 1— 1----------- --1- --------------1 --------- 1-----1-------—-----------------1-------1---I <br /> IDEPTHICLAY IMUIST UULK1 PERMEA- I AVAILABLE I SOIL I SALINITY I SHRINK- 1ERCSIGNIWIND IORGANICI CORROSIVITY I <br /> I(IN.)1(PCT I UENSIIY 1811ITY (WATER CA-ACITYIREACTIONIIMM1+05/CMII SWELL IFesjQE�1EaUD.104ATTLH <br /> 1_____1<jNMll_Iy/tnll__1 Sin[±+Bl_-1—_11I9L1r�1____1_ fi't±l__1-.__—_—_le➢I1;L+Il�ll_i�_1_I 1Lf<➢1f'!_1f:SI1�_5I1;EL-__1S9r+ AEIEI <br /> 1 0-I4118-351 1 0.2-0.6 1 0.15-0.19 17.9-9.0 1 <8 IMOOERATE 1.271 1 1 4L 1 .5-1 <br /> 1 0-14127-351 1 0.2-0.6 1 0.13-0.16 17.9-9.0 1 <8 IMOUERATE 1.321 1 1 AL 1 .5-1 1 <br /> I• I I I I I I I I I_-1_____1------I <br /> I 1 I I I I I I I I <br /> I— -1----1-- -- ---1-------1 --- --------------- <br /> FLCOUING I____t±IS�I_Y�IIR_Ia11LE____l_SEMEr+IlL� e�N_1____SttLPQiK____15Sltl5lfEiSE_ItIroIPCTENT•LI <br /> --------I UEPlt1 I KI NO IMONTHS IDEPT111t+ARLNLS5IDEPTH 1HARONESS I INIT.I TOTAL I GAP I FRUSi I <br /> 1—E9E957EtiLY___1___➢SdPl�I1➢L+___-1 M➢nIlfS_1_f FI!__1—__—_1__—_mil lnl_1________1_j lbl_1________![1Nl--lj 1L+1.1_-1_�SI1GL_ <br /> —___h➢L+E__—_1_________--_1_--_L24e4__1___.__-1 _1__=__1________114=24_1N1ee�hLE1_-=--1_--1_�1—L411___1 <br /> --------- --St)h1I`HY-E�LILIIlES---------------------------------�_SLLSIESlSI1➢L_tleIEL?lAl ------------------ <br /> I 12-15%: SEVERE-OEPTH TO ROCK II 12-25%: POOH-THIN IAYER.AREA RECLAIM. I <br /> ISEPTIC TANK 115.%: SEVERE-ULPfil TO ROCK.SLOPE II I LOW STPENGTI, I <br /> I ABSORPTION 1 1I ROAUFILL 125.1: PUOR-THIN IAYER.SL OPL.ARLA RECLAIM I <br /> 1 FIELDS 1 I I I <br /> --------1—-----------------------------------------1!---------1-------------------------------------------1 <br /> I 12-7%: SEVERE-DEPT11 TO ROCK II I UNSUITLD-THIN I-AYER I <br /> I StWAGE 17.1: SEVERE-DEPTH TO ROCK.bLOPE II I <br /> 1 LAGOON 1 II SAND 1 I <br /> I AREAS 1 II I <br /> 1 12-25%: SEVERE-DEPTH TO ROCK II I UNSUI7ED-TIII N LAYER.EXCESS FINES 1 <br /> 1 SANITARY 1256%: SEVERE-DEPTH TO ROCK.SLOPE II I 1 <br /> 1 LANDFILL I II GRAVEL 1 I <br /> I (TRENCH) I II I 1 <br /> 1 i 2-8%: SLIGHT II 12-tt%: POCK-AREA RECLAIM I <br /> 1 SANITARY 1 8-15%: MOCERATF-SLOPE II 115.%: POOR-AREA RECLAIM,SLOPE I <br /> LANDFILL 115.%: SEVERE-SIOPE II TOPSOIL I I <br /> 1 (AREA) 1 II I <br /> I 12-15%: POCR-THIN LAYER.AREA RECLAIM II <br /> 1 DAILY I IS.%. POOR-THIN LAYER.SLOPE.AREA RECLAIM II_--_— ______V <br /> 1 COVER FOR I II I SLOPE.DEPTH TO ROCK I <br /> 1 LANDFILL I 11 POND 1 i <br /> RESERVOIR 1 <br /> AREA I I <br /> ----------ti➢ll➢ln4_51IE_➢EYEL➢PMEtlL-----------_.11--- -1-------------- ----------- I <br /> I 12-SX: MODERATE-DEPTH TO ROCK II I THIN LAYER.COMPRESSIBLE I <br /> I SHALLOW 1 8-151: MODERATE-DEPTH TO ROCK.SLOPE IIEMBANKMENTS I I <br /> 1EXCAVATIONS 115.%: SEVERE-SLOPE 11 DIKES AND 1 I <br /> I I II LEVEES 1 I <br /> I 1 2-8%: MODERATE-SHRINK-SWELL.DEPTt/ TO ROCK 11 I NO WATER I <br /> 1 DWELLINGS 1 8-15%: MODERATL-St1RINK-SWELL.DEPTH TO ROCK. 11 EXCAVATED 1 I <br /> I WITHOUT I SLOPE 11 POND I I <br /> 1 BASEMENTS I IS.%: SEVERE-SLOPE 11AOUIFER FED I I <br /> ------—-----—___----_________—__--11_— 1--_____ <br /> 1 i 2-BX: MODERATE-SHRINK-SWELL DEPTH TO ROCK 11 I DEPTH TO ROCK.SIOPE I <br /> DWELLINGS I e-15%: MODERATE-SHRINK-SWELL.DEPTH TO RUCK. 11 I <br /> 1 WITH I SLOPE 11 DRAINAGE I I <br /> 1 BASEMENTS 1151%: SEVERE-SLOPE 1I I 1 <br /> 1------------------------------11-----1------------------------- <br /> I 12-4%: MODERATE-SHRINK-SWELL.DEPTH TO ROCK 11 i ROOTING DEPTH.SLOPE I <br /> 1 SMALL I 4-8X: MODEFATE-SI/RLNK-SWELL.OEPT11 10 ROCK. 11 I 1 <br /> I COMMERCIAL 1 SLOPE II IRRIGATION I I <br /> 1 BUILDINGS 1811: SEVERE-SLOPE 1I I <br /> I 1 2-151: SEVERE-LOW STRENGTH II i 2-5%: CEPTH TO ROCK.ERODES EASILY i <br /> 1 LOCAL 115.%: SEVERE-SLOPE.LOW STRENGTH II TERRACES 15.%: COMPLEX SLOPE.DEPTH TO ROCK. I <br /> 1 ROADS AND I II AND I ERODES EASILY I <br /> I STREETS I II DIVERSIONS 1 — <br /> 1 LAWNS. I 1I 12-5%: OPOU GILT Y.ERODES EASIL Y.ROOTING DEPTH I <br /> ILANDSCAPING I II GRASSED i 5.%: SLOPE.DR000HTY.ERODES EASILY I <br /> I AND GOLF 1 II WATERWAYS I I <br /> I FAIRWAYS 1 II I <br /> —_BESjQNAt_ tILUBLId11UNS <br /> I 1 1 <br /> I I 1 <br /> I I I <br /> 1 1------ — — I <br />