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HomeMy WebLinkAboutFREEMAN LT 15 Tom Fink. 825 "L" Street Mayor P,O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 April 20, 1993 Brian D. & Karolyn S. Green 11300 Hawkins Lane Anchorage, Alaska 99516 Subject: Lot 15 Freeman Subdivision Permit %SW920054, PID %016-112-06 The subject permit, issued April 14, 1992 by this office for a single family well and/or on-site wastewater system, has expired as of April 14, 1993. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as-built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $200.00 for an on-site wastewater permit; $75.00 for a well permit and $275.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. J¢~h Smith//P. E. ~ ._a ager OM-site Services eric: Copy of Permit PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW920054 DESIGN ENGINEER:POLARCONSULT OWNER NAME:GREEN BRIAN D & OWNER ADDRESS:il230 HAWKINS LANE ANCHORAGE, ALASKA 99516 DATE ISSUED: 4/14/92 EXPIRATION DATE: 4/14/93 PARCEL ID:01611206 LEGAL DESCRIPTION: FREEMAN LT 15 LOT SIZE: 48167 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: 1. NOTE CORRECTION O~F CALCUL~TION ON WORKSHEET. DATE: DATE: polarconsult alaska, inc. ENGINEERS · SURVEYORS · ENERGY CONSULTANTS Deparmacnt of Health & Human Services 825 L Street A~chorage, Ak. 99501 April 14, 1992 Arm: lv~. Susan Oswah Lot 15 Freeman Subdivision On-Site Septic & Well Permit Brian Green Dear Susan: Enclosed is the revised application for on-site septic system and well. We have incorporated your requested changes, and addressed your concerns as follows: All septics and wells within 200 feet of the proposed system are shown. A note has been added to the drawing to slope drain line from the house to the septic tank at 2% maximum. With FI: Elev at 86' trench will not be excessively deep. Average slope in the area of the proposed septic system is 20%. On the nose of the slope, the slope increases to 26%. We do not believe that this is an excessive slope, and will not cause erosion problems with the given depth of the system, and the good soil conditions. There is an existing access road to the septic tank location that was not indicated on the plan, this has been added to the plan. Sincerely yoar~ Michael D. Dahl Staff Civil Engineer Encl: Revised Septic Design & soils logs. 5 pages 1503 WEST 33RD AVENUE * SUITE 310 * ANCHORAGE, ALASKA 99503 PHONE (907) 258-2420 * TELEFAX (907) 258-2419 polarconsult alaska, inc. RE( EIVED ENGINEERS * SURVEYORS · ENERGY CONSULTANTS Dept. h,ent of Health & Human Services 825 L Street Anchorage. Ak. 99501 MAR 1 1992 Municipality of Anchorage O~pt, Health & Human Services Lot 15 Freeman Subdivision On-Site Septic & Well Permit Brian ~r~cn Dear Sir/Miss: Please find attached an application for an on-sim septic system and well. Thc proposed septic system is a 7.5 foot deep absorption ~rcnch. Thc proposed system and reserve is located on the center half of the lot. The proposed well will be installed at thc front of thc lot. This arrangement is consistent with adjacent systems and will not impact, nor hinder development of adjacent lots. Sincerely yours Michael D. DaM Staff Civil Engineer Encl: Septic Design & soils logs. 5 pages 1503 WEST 33RD AVENUE · SUITE 310 · ANCHORAGE, ALASKA 99503 PHONE (907) 258-2420 · TELEFAX (907) 258-2419 polarconsult alaska, Inc. 1503 West 33rd Avenue * Suite 310 ANCHORAGE, ALASKA 99503 (907) 258.2420 Fax (907) 258-2419 8CA~E PERFORMED FOR:__ t~ ~-~ ~<~ Munk=lpality o f Anchorage ;~.." 4 9 T--" ~ DEPARTMENT OF HEALTH & HUMAN SERVICES ~'~"°'°'.~?''" 825 'L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST {.~, '. CE- 1393 - . ~ ~-' ¢~¢"~ OATE PERFORMED;~ LEGAL DESCRIPTION: 8 11 14. 15- 16- 17- 18- 19- 20- [.o1' I~ ~'fr,-¢¢~ ,~o~,,~. Township, Range, Section: ~OMMENT,~ SLOPE SITE PLAN WASGROUNDWATER ENCOUNTERED? [~b~..- DEPTH? Reading Date Droll Net Da~th to Net Time Time Watar Drop PERCOLATION RATE ~ · ~ (m,nutesvmc~! PERC HOLE DIAMETER TEST RUN BETWEEN ~ FT AND o~.~ FT Municipality o! Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 'L' Street, Anchorage, Alaska 99502-0650 SOILS LOG m PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 20 '~OMMENTS Township, Range. Section: SLOPE 1 / / / WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT ~L DEPTH? pO ~ SITE PLAN Reading Date Gross Net De, th 4~- o~- Net Time ~me Water Drop PERCOLATION RATE ~'~ Im,nutes~mchl PERC HOLE DIAMETER TEST RUN BETWEEN (~' FTAND ,, (~'~ FT 72-008 (Rev. 4/85)