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Home My WebLink AboutPROSPECT HEIGHTS #1 BLK 6 LT 3 Tom Fink, Mayor unicipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 August 14, 1992 Dion M. Roberts PO Box 10-576 So Station Anchorage, Alaska 99511 Subject: Lot 3 Block 6 Prospect Heights Subdivision #1 Permit #SW920239, PID ~015-092-13 The subject permit, issued August 14, 1991 by this office for a single family well and/or on-site wastewater system, has expired as of August 14, 1992. 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. Sincerely, /? / j /J's Lth, ¥ P¢ogram Manager On-site Services enc: Copy of Permit MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 PAGE 1 OF ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SWg10239 DESIGN ENGINEER:ROBERT KNIEFEL, P.E. OWNER NAME:ROBERTS DION M OWNER ADDRESS:7900 DOWNHILL CIR PO BOX 10-576 ANCHORAGE AK 99511 DATE ISSUED: 8/14/91 EXPIRATION DATE: 8/14/92 PARCEL ID:01509213 LEGAL DESCRIPTION: PROSPECT HEIGHTS #1 BLK 3 6 LT LOT SIZE: 86400 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD 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 (iSAAC80). 3. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: ENGINEER MUST NOTIFY DHHS AT LEAST TWO HOURS PRIOR TO EACH INSPECTION. ISSUED BY: ~o~q -~'~t77-~ DATE: I / / I Robert E. i'qo. SYSTEM DESIGN GUIDELINES AND NARRATIVE Lot 3, Block 6, Prospect Heights #1 7900 Downhill Circle 1. System Design = 4 bedrooms.x 375 sf/bed. = 1,500 sf 2. Absorption Bed = 15' x 100' = 1,500 sf Ail materials, construction methods and required inspections to follow MOA rules and regulations. The contractor is responsible for notifying the Engineer and the MOA at least four hours in advance of all inspection needs. Contractor will insure no additions or changes have been made to the location of wells and septic systems on the adjacent lots prior to the time of construction of this system. If any changes to those systems have occurred, the engineer should be immediately contacted for review and possible changes will be made as necessary. The OB/Fill material will be removed to the underlying gravelly sand material under any portion of the bed area. The lot is flat for the northern third of the lot. The lot then slopes down in the area near the house to a flat area where the bed is to be installed. The system installation will have little or no effect on the surface drainage, ground water, or the adjacent systems in the area. During connection of the new field the tank should be checked for deterioration. If deterioration beyond normal levels is found the tank should be replaced. The septic system should be properly maintained to include septic tank inspection and pumping as necessary on an annual basis and no use of a garbage disposal. If a garbage disposal is used the tank size should be increased to a minimum 1,500 gal tank and the tank pumped regularly on an annual basis. page 3/3 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERPORMEOFOR: ,~EEi~4d."E ~Y.~ TEES $1~X"o.~'. ~ '~ ....5~,~ ~ DATE PER FORIV LEGAL DESCRIPTION; ?/'~..$//~7/''//7///~ ~ //'¢"'/"~ ~/~' ~' Township, Range, Section: 1 2 3 4 5 6 8 9, 10 11 12 13 14 15, 17 18 19 20 SLOPE SiTE ENCOUNTERED? s IF YES. AT WHAT ~./////~, OL DEPTH? p E o,,,,,o Monitoring? ,~r~ / DaI~ Reading Date Gross Net Depth to Net Time Time Water Drop 3 '/ '~ ~ ~' /~Yt~,'~ ~ z 5// .7~ t~ // 7Zg t¢ ~/~ 5~-~' , ,~ PERCOLATION RATE ~2. C) (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~' ~- FT AND ~'~'" FT OOMME,~S ~/',~e/,~ qr~4c ~,'// ~~ r./~;~ ~t ?r~'e / '~'~- PERFORMED BY: ~''~'' ~'~0~/ I ~/~~CERTiFY THAT THIS TEST WAS PERFORMEO IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DAT~ DATE: -~ -- ~q-- ~/ 72-008 {Rev. 4/85) PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST ,4 d_ /R4-d--E Y.5 TE/,J/S DATE PERF( LEGAL DESCR,PTION: ?/123(/~ed-~ ~ * //'~"~ ~/J~ ~ Township, Range, Section: SITE PLAN 3 4 ~'./u/ ~,'/,//v S47/7C,/' ~,,'~ ~r~v,I 5 10 11 12 13- 14 15 16 17 18 19- 20- WAS GROUND WATER ENCOUNTERED? s IF YES, AT WHAT ~,//> ~ DEPTH? p E Depth t° Water A"er ~ V~/-2~-9'/l MoAiloring? ,~r~ i Dale: Reading Date Gross Net Depth to Net Time Time Water Drop ~'~ ~-/7-f'/ /" // G ~-~ /o ~,'~ ~. ~-//. Z. 5- ~I I~ 7a~ /0 ~,'~ V ,o" ~ ,o" PERCOLATION RATE -~ (minutes/tach) PERC HOLE DIAMETER TEST RUN BETWEEN ~ FT AND '-~ FT COMMENTS GERTIFY THAT THIS TEST WAS PERFORMED 72-~8 (Rev. 4/~) '-~t[NICIPALITY OF ANCHORAGE ~ Heal'~~. and Environmental Protect n Fourth Floor West 825 L Street Anchorage, Alaska 99501 264-4720 INSPECTION REPORT ON'SITE SEWAGE DISPOSAL SYSTEM NAME SEPTIC TANK: DISTANCE FROM WELL /~'f]J INSIDE LENGTH MANUFACTURER ¢~'-~ INSIDE WIDTH__ MATERIAL ~ LIQUID DEPTH NUMBER OF COMPARTMENTS LIQUID C A PAC I TY,j/,~,/~'GA LLON $. TILE DRAIN FIELD: DISTANCE FROM WELL/~"~ ~ of Lines / ABSORPTION AREA 'B/'~ fO) DEPTH: ~_FOUNDATION A'~ ~'- NEAREST LOT LINE_/'~/3 '/'''~ ,oFTOTALLENGTHLINE ¢'~ ¢ !, DISTANCE BETWEEN LINES /~/J~ TRENCH WIDTH3~.'-~N. TOTAL EFFECTIVE SQ. FT. LENGTH OF EACH LINE .j DEPTH OF FILTER TOP OF T,LE TO F,N,S. GRADE. g MATER,AL BENEAT. T,LE_ ,~ *.OV~ T,L~ '". SEEPAGE PIT: Log Crib Rings BUILDING FOUNDATION__ DIAMETER -- OR WIDTH __ EENGTH ., DEPTH ' i Crib Sige:i DIAMETER___DEPTH DISTANCE FROM: WELL ~ TOTAL EFFECTIVE NEAREST LOT LINE ..... ABSORPTION AREA (WALL AREA) SQ. FT. Well j Class:/z~, Depth: Well Distance To: Lot Line Bldg: Sewer Line: Pipe Materials: # of Bedrooms: Installer: Remarks: DATE /~/O'~PPROVED , GREATER ANCHORAGE ArEA Borough DEPARTMENT OF ENVIRONMENTAL QUALITY -- ,,,,~ sEWAG~ DISPOSAL SYSTEM m APPLICATION AND PERMIT INSTALLATION LOCATION EGALDESCR,PT,ON L INSTALLATION OF: SEPTIC TANK TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH SOIL TEST RESULTS RESS EPAGE PIT , DRAIN FIELD . OTHE~ TG EE ~NSTALLED ~¥ NOTE.' Ti'US ~£RMiT ~$ NOT yAIID ~lTH~T SOIL TES? COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BESUBJ'ECT TO PROSECUTION. SEPTIC TANK SIZE TYPE SEEPAGE AREA SIZE TYPE MINIMUM DISTANCES, REQUIREMENTS DIAGRAM OF SYSTEM FOUNDATION TO SEPTIC TANK~ ~{' CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF WELL TO SEPT,C TANK / a ~ . SEEPAGE P,T DRAIN FIELD ~ / ¢'} 0 ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK , SEEPAGE PIT DRAIN FIELD SEPTIC TANK, . SEEPAGE PIT . DRAIN FIELD TO RIVER, LAKE, STREAM. EXCAVATION 5 FEET INTO uNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED With AIRTIGHT rEMOVABLE CAPS. GRAVEL BACKFILL OR LICENSED DESIGNER [.iUNiCIPALITY OF .~[CHOP~AGE ", Depa[tment of Health and Environmental Protection SOILS LOG 77-19 Perfo~med for Legal Description 2 4 6 8 10 12 14 16 18 Roger Wood Date Performed 7/28/77 Lot 3, Block 6, Prospect Heights Subdivision, Addition #1 0 - 1' - ~skeg, organigs - 2.5' - Red-brown, silty gravel (GP-GM) 190 ft'.2/bdz~m.~-' 2'.5-16.0' -Dark brown, coarse, saqdy gravel (GW) 85 ft. 2/bdrm. Total Depth = 16' No groundwater encountered. Average square feet per bedroom = 95 Date Net Time Dephh Neb Drop