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Home My WebLink AboutANOTHER LT 7 Rick Mystrom, Mayor Municipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 September 8, 1997 Donald W & Carol R Kipfer 16448 Chasewood Lane Anchorage, Alaska 99516 4829 Subject: Lot 7 Another Subdivision Permit #SW960284, PID #020-093-36 The subject permit, issued September 6, 1996 by this office for a single family well and/or on-site wastewater system, has expired as of September 6, 1997. 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: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. rely,~/C s, ~.E. nager On-site Services enc: Copy of Permit cc: .James Sizemore & Associates 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:SW960284 DESIGN ENGINEER:JAMES SIZEMOORE & ASSOCIATES OWNER NAME: Kipfer Donald and Carol OWNER ADDRESS: PO Box 111334 ANCHORAGE, ALASKA 99511 DATE ISSUED: 9/06/96 EXPIRATION DATE: 9/06/97 PARCEL ID:02009336 LEGAL DESCRIPTION: k!~O~HER LT 7 LOT SIZE: 50065 (SQ. FT.) NUMBER OF BEDROOMS: 5 THIS PERMIT: THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / 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 (iSAACS0) . 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS RECEIVED ISSUED BY: ~/~ f PROBABLE IMPACTS TO ADJACENT PROPERTIES A) WELLS The proposed wastewater disposal system is designed in accordance with current Municapality of Anchorage Wastewater Disposal Regulations. The proposed drainfield will be constructed in accordance with these regulations. The separation distance from wells on adjacent properties is greater than 100 ft. Therefore no unacceptable impacts are expected on the wells located on adjacent properties. B) WASTEWATER SYSTEMS The new drainfield will be constructed with good separation distance from systems on adjacent lots. Soils tests have shown the soil where the system is to be constructed is acceptable for and an on-site disposal system, therefore there should be no unacceptable impacts on adjacent wastewater disposal systems. C) RESERVED SPACE/SURFACE AND SUBSURFACE The large lot that this system will be constructed on has ample space, both surface and subsurface reserved for a replacement system. The proposed drainfield should not affect adjacent properties. D) DRAINAGE The location of the drainfield will not interfere with any drainage. The area disturbed during construction of the field will be graded and sloped so as to not pond water. Therefore this system shouldn't adversely affect adjacent properties. LOT 8 %'~--- EXISTING ~ WELL... ~i! LOT7 ~/~ ' ~.....--~ -" ~_ _/5_4_5__27_ _ __, ,, .--. ~ "''' 7- .... ,, ~ / '" --..,. ,. / /X ~,~opo!%n / / 9 / /.~wL) FR!I~_~I / /k,,,.~ E Xl S T/t/NG --_.. ~ PROPOSE~ / ~.f WE/I_/IZ '"--... : 1500 G~,-C- 'xx/ "'~,C'O' /b~// ~ ~ SEPTIC' REPLACEMENT xx ~ "': x--- /----/""- // FIELD ~ ~--''--. '""'"--~ ~ 5 x72 DISPOSAL TH #1 'TH #2 / TRENCH, SEE SHT 2 / / LOT 6 LOT 7, ANOTHER SUBDIVISION PROPOSED SEPTIC SYSTEM SITE PLAN JAMES SIZEMORE &: ASSOCIATES ANCHORAGE, ALASKA TEL: (907),345-1572 FAX: (907),345-9629 DRWN BY: VND CHKD BY: JFS DATE: 8-15-96 SCALE: 1"=50' P.N. SHT: 1 OF 2 C.O. WASTE LINE FROM HOUSE PROPOSED 1500 GAL SEPTIC TANK DOUBLE C.O. 5'x72.5' LONG DRAIN FIELD TRENCH C.O. 72.50' PLAN MONITOR TUBE 1"=10' 4-" DIA. PERF. ~..-C.O. PIPE ~ TUBE '" ' - II' Lo SEWER '"IU '. ,, '~ _.----i~.. ,, I ~ FILTER ROCK- llil I1'11'''''''l FABRIC 51111 SECTION 1"-5' I, I IIrl I I I ti I I I t I~lfli t I~'11 t I I t I~ ~ James F. Slzemore I ~ · ~ · I vA FCX ce- eee I v~ ~m~.........~ LOT 7, ANOTHER SUBDIVISION PROPOSED SEPTIC SYSTEM PLAN AND SECTION JAMES SIZEMORE & ASSOCIATES ANCHORAGE, ALASKA TEL: (907)54-5-1572 FAX: (907)545-9629 DRWN BY: VND lCHKD BY: JFS ~DATE: 8-15-96 SCALE: I"=IO'IP.N. ~ SHT: 2 OF 2 DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST 2 3 4 Depth to Water After ~ ~ / ET',/C~./- Monitoring? ,/, ,~,r~', Dar .e:e:~f' WAS GROU.D WATER E.COUNTERED? IF YES, AT WHAT DEPTH? Reading Date Gross Net Depth to Net Time Time Water Drop ~'/'~ ~o~, I'~ ~ ~-~ f ~ ~ .,~ PERCOLATION RATE ~ ~ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ' L ~ FT AND FT 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 COMMENTS - //~" '-"' ~ ~ ' ~ ,~n 7 /0 / ~f~ ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINEi,,C~IN EFFECT ON TH/tS DATE. DATE: [ ~/~.. ' (- 72-008 (Rev, 4/85) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION: ~-O'~' 7 4/~(~¢'hd~-~'~ ~ U~°4/V'~'ship' Range, Section:-' ~oW-, ~ol'c SLOPE S TE PLAN WASGROUNDWATER ~0 ENCOU.TERED? S L IF YES, AT WHAT O DEPTH? p Depth to Water Alter~ M.,,%"~ (~/ Monitoring? J'~'~"-:,,. Oate:/~'c'/ P /~ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O Reading Date Gross Net Depth to Net Time Time Water Drop PERCOLATION RATE ~. ~ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~ z' 5 FT AND ~ FT PERFORMED BY:- ¢-~;'=~¢¢;< ~~*~~ERTIFY. THAT THIS TEST WAS PERFORMED IN ACCORDANCE WlTHALLSTATEANDMUNIOIPALGUIDELI~;;FFEOTON%ISDATE. DATE'. 72-008 (Rev. 4/85) 6410 (907) Switzerland Drive 345-1572 James Sizemore & Associates Civil Engineers & Surveyors Anchorage, AK 99516 WASTEWATER DISPOSAL SYSTEM SPECIFICATION LOT 7, ANOTHER SUBDIVISION 1.0 GENERAL: 1.1 The scope of the project consist of installation of a 1500 gallon septic Tank and a five foot wide by 72.5 feet long wide absorption trench containing 3.5 feet of sewer gravel. 1.2 Construction shall be as shown on the approved site plan and design drawings. Deviations from the approved design drawings shall be coordinated and approved by the engineer conducting the inspections. 1.3 All construction procedures and material used to construct the system shall comply with Municipal and State regulations. 1.4 Unless specifically agreed otherwise, the homeowner shall be responsible for finish grading areas atter the system is constructed and soil is compacted and mounded over the wide trench disposal field and the Septic Tank. 2.0 SEPTIC TANK 2.1 The 1500 gallon septic tank shall have two compartments and shall comply with Municipality of Anchorage Requirements. 2.2 The septic tank shall be set level and shall be bedded as necessary to prevent settling or shifting of the tank. 2.3 All pipe connections to the septic tank shall be made with waterproof mechanical couplings. A cleanout shall be installed upstream of the tank within 5 feet of the house foundation. A double cleanout shall be installed downstream, within 5 feet of the septic tank. 3.0 SOIL ABSORPTION DRAINFIELD: 3.1 The soil absorption drainfield shall be a 5' x 72.5' x 6' deep trench with a total of 3.5 fi. of sewer rock, 3.0 ft. beneath the perforated drain pipe. 3.2 The bottom of the excavation shall be level. Any compacted or smeared surfaces shall be raked to allow for proper infiltration of effluent. This includes both the sides and bottom of the trench. 3.3 Sewer rock shall be 0.5 - 2,5" screened gravel with less than 3% passing the #200 sieve. 3.4 Cleanout pipes and monitor tubes shall be 4" diameter and installed as shown on the plans. The portion of the monitor tube extending through the sewer rock shall be perforated. 4.0 ENGINEERING INSPECTIONS 4.1 A minimum of four engineering inspections will be required during construction of the system. One after the septic tank is set prior to its backfill, one after excavation of the absorption trench prior to placement of sewer rock, one at~er the distribution piping, cleanouts and monitoring tube are in place. The final inspection shall be after filter fabric is placed and the final grading are complete. 4.2 The contractor shall coordinate with the engineer at least 24 hours prior to start of construction. If the contractor desires, a site visit with the engineer prior to start of construction can be arranged.