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HomeMy WebLinkAboutSHACKLETON LT 22A-4SNACK LcTDtJ S /D C) .",* 14 1 --,,* 44 (Ao %,- 14 1 =,* 44 OAK' TER ANCHORAGE AREA BORC!! GREA I ER ANCHORAGE AREA BORvUGH DEPARTMENT OF ENVIRONMENTAL QUALITY 3500 TUDOR ROAD POUCH 6.650 ANCHORAGE, ALASKA 99502 TELEPHONE 279-8686 SEWAGE DISPOSAL SYSTEM - APPLICATION AND PERMIT NAME OF APPLICANT + L. ,, p ""yi�g��1 INSTALLATION LOCATION " ed LEGAL DESCRIPTION INSTALLATION OF: SEPTIC TANK , PERMIT NO. 169,3 MAILING ADDRESS � �'" r+zAVV PHONE GE PIT DRAIN FIELD , OTHER TYPE AND SIZE OF FACILITY ,,},TO�BE SERVED �'�` '- TO FINANCED THROUGH TO BE INSTALLED BY SOIL TEST RESULTS NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE TYPE MINIMUM DISTANCES, REQUIREMENTS r FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT ;Z0 i If DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL ry � f SEPTIC TANK $7SEEPAGE PIT DRAIN FIELD ��Jf SEEPAGE AREA SIZE/ TYPE I GJ TO NEAREST LOT LINE. WELL TO SEPTIC TANK V Q SEEPAGE PIT DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK SEEPAGE PIT DRAIN FIELD i � SEPTIC TANK, 1:41iSEEPAGE PIT 5 V DRAIN FIELD TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITT�Fo WITH AIRTIGHT RFMOVAB LE S. GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. HEALTH AUTHORITY OR LICENSED DESIGNER DIAGRAM OF SYSTEM 1 CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE DESCRIBE ZM IS IN ACCORDANCE WITH SAID CODE. DATE / APPLICANT'S SIGNATURE j7 ET Performed For T. L. Cobb Dato Perfor-ed 6/25/71 --Ot Shackelton Tbis Fr�-.r-m Rlp-,;Orts. �,F `—er: 1,-1 1:., - 0, Depth Lot No. 22-A-4 and 22-A-5 I sketell Ch -a eet brown clayey and sandy silt 2 3 gray sand and fine gravel, 4 well graded (GW) 5 i—QU 6 7 '-4 T f-- fli 8 9 --j was Ground watery' F r c o o 'd I C, LO t COMIMVNTS85 square feet of- drainage, r back fill except gor_t e uRpp Test Performed '3*YT.,_.R. Csar:lisl,�,.__„a Data Certified National Testing Services, Inc. -t-4- f F r c o o 'd I C, LO t COMIMVNTS85 square feet of- drainage, r back fill except gor_t e uRpp Test Performed '3*YT.,_.R. Csar:lisl,�,.__„a Data Certified National Testing Services, Inc.