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Aq9„t, SAN JOAGQUIN COUNTY <br /> ENVIRONMENTAL HEALTH DEPARTMENT <br /> '9 Z` 600 East Main Street, Stockton, CA 95202-3029 <br /> Telephone:(209)468-3420 Fax: (209)464-0138 Web:www.sigov.org/ehd <br /> F'O <br /> PERCOLATION TEST RATE <br /> ADDRESS OR LOCATION: 12 75-P 67A S T / 1 V E 9,4 IL/:2 cO,4 D CITY: STOG I<-�n/tel 95a l� <br /> OWNER NAME: DATE: SEP; �BEr� Zv 2d <br /> APN: 063-2-10- 2-3 APPLICATION#: 1'4-Z2 DEPTH TO FIRST WATER: Ft <br /> SOIL TYPE: 5£E eF1__Q X/ <br /> REMARKS: 0LA-`/9,N 7_F4Ti,V 1W P_gaP�25617 z/.VAA106/ lZCE,L ( ,-102Z t <br /> LOCATION OF TEST HOLES(SHOW WELLS AND STRUCTURES <br /> i <br /> Y t <br /> _ _. . .. <br /> _... ._.. _ ... ._.. _. ...... __................... _._........... _...... _ <br /> - - - - � <br /> s t t f j f I t 4 I fT i k ' <br /> lit <br /> i t I <br /> _.._ -- <br /> t i 1_..� ! .... r , <br /> _ „ <br /> f <br /> y <br /> -�3�—� 73—t T�meq•^-^iY 7g-•--y� 7'�i---r, �-gg•-• <br /> 3 i !� E 1 1 _ ... t I 1 ' _- i <br /> �-^-q¢^ 3}— ji�'j� i•''��'' ..7i'-�� '�;. .. -_ ;{---}� <br /> 41 <br /> SOIL PROFILE(IF REQUIRED) <br /> Depth Soil Type Depth Soil Type Depth Soil Type Depth Soil Tye Depth Soil Type <br /> 1 <br /> -L-m <br /> 07 <br /> Test Hole# 1 Test Hole# 2 <br /> Parcel: �2 Diameter: 5- in I Depth: 2 in Parcel: �2 Diameter: 5- in I Depth: in <br /> TIME READING WATER DROP REFILLED TIME READING WATER DROP REFILLED <br /> 3Z ' — 40:30 111d3' <br /> 7: 3.413, 2. 0 " 3. 4 :00 6. 311 <br /> % 3Z 3. 0' ; 30 6 , 32_' <br /> ' 1. 5-61, 3.45" :00 2-&1 Z.98" G. o <br /> 2 3,0-3 Z .16 " ' <br /> O2 3' 210 4 3 .4, eel• <br /> 2 3. 0' 160" O G Z.lvi Z" •00 ' <br /> 02 r' z" 3,30' _ ,50 <br /> /0: 3z 3.SS' 2. o4f, 0 0 6.1,11 2. 26'1 <br /> PERCOLATION RATE: 14. 7 min/in PERCOLATION RATE: /3' 2 min/in <br /> RECOMMENDED SEPTIC A A: RECOMM NDED SEPTIC AREA: 5CE ,i Pbrzi <br /> TEST PERFORMED BY: Phone: (G S-2_ Date -ZD-/3 <br /> TEST CERTIFIED BY: 11,71 Phone: Date <br /> OBSERVED BY(RENS : PhoneDate <br /> EHD 42-03 REV 11/2109 PERC TEST RATE FORM <br /> 1 <br /> /0'02 - <br /> 3 <br /> - �� <br />