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HomeMy WebLinkAboutSKYWAY PARK ESTATES BLK 7 LT 4 Municipality of Anchorage Page DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650'e Anchorage, Alaska 99519~6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: %Wc~¢© ~/~ 3 PID Number: Name: ~¢~Y //R~ Wastewater System: ~ New ~ Upgrade /zoo/ ~~ ~. ABSORPTION FIELD ~C~O~ ~ ~/~' ~No.~Bedrooms: ~ Deep Trench ~ Shallow Trench ~Bed ~d ~Other LEGAL DESCRIPTION Soil Rating: Tot~rom original g rode: GPD/Sq. Ft. Lot: Block: Subdiv~ion: Depth to pipe bottom trom original grade; ~avel depth beneath pipe Township~ I Range:___ I Soct'~ Fill added ab°v° °rigin~ Ft. Gravel length: Ft, WELL: B New U Upgrade Gravelwidtn~' / Number of lines: ioistancebe,,,een,ines: Ft.. Classification (Private, A,B,C}: Total~ Cased To: Tot~rptien area: Pipe material: Driller: ~ Date Drilled: StaticWater Level: Installer: Date installed: ~ GPMIPump Sot at: Ft. I Casing Height Above Gr°u~:: TANK SEPARATION DISTANCES ~ Septic ~Holding U S.T.E.P. TO Septic Absorption Lift Holding ~ubllc/Privat( Manufacturer: Capacity in gallons: From Tank Field Slation Tank Sewer Lines ~ /~ Material: Number of Compartments: su~f~o~ STAT~ Water ~ /0¢ ¢ ~ LIFT Lot High water alarm at: C.rtainDra,. ~ ~0'¢~ ~ ~M°Oel IEIoctricallnspocti°noperf°rmeOby: Remarks: puBL, C rr¢~. To ~,~ BENCH MARK Location and Description: Assumed Elevation: Inspections performed by: ¢ ~-~' ¢¢¢,~.~,.0 Dates:lst //-~-9~ Department of Health nC Hun]a Vl~eS approfal/ Reviewed and approved by: Date: /~ 72-013 (Rev 9/91) MOA 25 Permit No.Sw9~/c~ ~/'~ ~ Page 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Legal Description.SKYWAY PARK ESTATES, BLOCK 7, LOT 4 PIDNo.: 01910204 5' U?IL FCO CO1 ALARM 2500 GAL. HOLDING TANK PAGE 1 OF MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AlqD HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW940423 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:HANNAH TONEY OWNER ADDRESS:1711 WOO BLVD ANCHORAGE, AK 99515 DATE ISSUED:il/03/94 EXPIRATION DATE:il/03/95 PARCEL ID:01910204 LEGAL DESCRIPTION: SKYWAY PARK ESTATES BLK 4 7 LT LOT SIZE: 77624 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: HOLDING TANK 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 ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 (24 HOURS) 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 BY: ~,~/'~_=,~-~ HEALTH AUTHORITY APPROVALS SEWER&WATER MAIN EXTENSIONS SEWER&WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOWTEST SITE PLANS ROAD DESIGN SOILTEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ON SITE WASTEWATRR DISPOSAL SYSTEM DESIGN ROBERT C. COWAN, RE. ROBERT A. SHAFER, P.E. November 3, 1994 CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 MUNICIPALITY OF ANCHORAGE Department o~ Health and Human S~rvices P.O. Box 196650 Anchorage, AK 99519 REFERENCE: Lot 4; Block 7; Skyway Park Subdivision Reqa~6t yo~ i~sue a pey~t to insta2Z a temporart. I holding tank to s~v~ t~ e~i~t~n~ thr~ §~droom h~e. on th~ r~f~r~nced p~op~v~d. The property is szrved by public water. Public sewer wd2~ be avaiZable on the referenced property in July, 1995. We do not an~cipate any adverse effect~ on neighboring properties by the installation of the proposed holding tank. If you have any questions, or require additional information ~or your revrew, please contact us. SincereZy, ROBERT C. COWAN, RCC/gk Enclosures 17034 NORTH EAGLE RIVER LOOP" SUITE 204 o EAGLE RIVER, ALASKA 99577 o [OOd iI~It69 O& ~Y8~:60 NVqd 311~ © HEALTH AUTHORITY APPROVALS SEWER&WATER MAIN ID(TENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES ANDREPORTS WELL INSPECTION & FLOWTEST ROAD DESIGN SOILTEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSAL SYSTEM DESIGN ROBERT C. COWAN, RE. ROBERTA. SHAFER, RE. ON-SITE ~ASTEWATER ~ISPOSAL SYSTEM CONSTRUCTION PRACTICES MATERIAL SPECIFICATIONS CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 REFERENSE Lot 4; Block 7; Skyway Pa~k Subdivision GENERAL: The scope of this project includes the insta~ation of a temporary 2500 gallon Holding Tank to serve the t~ee bedroom dwelling located on the referenced property until July, 1995 at which IXme public sewer wd~ be available. Construction shall be in accordance with the approved site plan and design drewings, Municipal permit with any speciat provisions or conditions, and all applicable State a~d Municipal Wastewater Disposal Regulations. 3. The contractor shall be responsible for obtaining any necessary underground u~ty locates. U~ess specifically agreed otherwise, the property owner shall be responsible for final grading areo~ subsequen~y depressed from soil settling. Contractors i~ta~ng waste~ter disposal systems must be certified by the Municipal Health Department for system installations. Owners instat~Xng their own systems must o~o receive prior approval from the Municipal Health Departme~. HOLPING I. TANK INSTALLATION: A holding tank is to be constru~ed by a certified wastewater holding tank manufacturer. Construction shall include a 6" cleanout for pumping access and watertight manholes. The holding tank sha~l be sufficiently bedded to prevent set. ne or shiftin9 of the tank. A£I standpipes on the holding tank sho~ extend a minimum of 12 inches above final grade° Holding tanks installed with less than 4' of cover shat~ be ins ulated. 17034 NORTH EAGLE RIVER LOOP SUITE 204 o EAGLE RIVER, ALASKA 99577 Page Two Lot 4; Block 7; Skyway Park Subdivision ~ov~ber 3, 1994 The holding tank shall be equipped wlth a h/gh water alarm which registers both visually and audibly inside the dwe~ling. The ~larm shall be positioned to allow at least 450 gallons of storage after the alarm has been ae~vated. Final grading over the holding tank shall be such that a positive slope exists away from the holding tank. I. ~ATERIAL SPECIFICATIONS: Any holding tank proposed for installation must be constructed by a Mu~/cip~lly approved holding tank manufacturer. 2. The following pipe m~terials are approved for use in septic system installations in the Municipality of Anchorage: Type of Pipe ~erforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDP~) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe oth~L than listed above must be approved by the inspecting engineer. Insulation shall be at least 2" t~ick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equ~l). Holding tank i~let shall be fitted with watertight couplings (Caulder, Fernco, or equal}. Page Three Lot 4; Block 7; Skyway Pa~k Subdivision November 3, 1994 INSPECTIONS: Typically there will be a minimw, of t~o (2) installation of the wastewater disposal system. follows: inspections required during the These inspections will occur as I. The first inspection muSt be condaeted after the tank ha~ been s~t; lines, cleanouts, standpipes, and insulation are in place and p~ior to backfi~ling. 2. The final inspection is to occur upon final grading of the property. Often there will be more than these 2 inspections req~red, especially with the installation of m~tiple trenches, sand filters, pressuJ~zed distribution systems, ~tc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre-construction meeting will take place on-site. The inspec~ng engineer will not coordinate, direct or control in any way the contractor's activities. The owner shall contra~'~ with the contractor to perform the work out, ned in these specifications and plans and in accordance with the attached M.0.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work a~ stated above to document the contractor's activities. Final acceptance of the contractor's work rest~ with the owner and the M.0.A. S ~ S Engineering shall have no liability to the owner or to others for acts or omissions of the cont,[actor or any oth~ persons performing work on this project or the fa/~u~e of the contractor to carry out the work in accordance with these construction document~. S & S Engineering'S inspecting engineer will not be responsible for the co~truction means, methods, tech~ques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/I~STALLER Tom Fink, Mayor ] unicipality of An hora e Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 September 2, 1993 Toney Hannah 12001 Timberlane Drive Anchorage, Alaska 99515 Subject: Lot 4 BLock 7 Skyway Park Estates Subdivision Permit ITSW920265, PID ~019-102-04 The subject permit, issued September 2, 1992 by this office for a single family well and/or on-site wastewater system, has expired as of September 2, 1993. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by t'he expiration date. If you have drilled the well, this office for documentation close the permit. a well log must be sent to of the installation and to If a licensed Professional Engineer has :Lnspected 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. ~qn Smi.t.~, P. E.V i~rog.ram F~ana.ger ~n-site Services enc: Copy of Permit cc: S & S Engineering 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:SW920265 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:HANNAH TONEY & OWNER ADDRESS:12001 TIMBERLANE DR. ANCHORAGE, AK. 99515 DATE ISSUED: 9/02/92 EXPIRATION DATE: 9/02/93 PARCEL ID:01910204 LEGAL DESCRIPTION: SKYWAY PARK ESTATES BLK 4 7 LT LOT SIZE: 77624 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION 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 FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: THIS SYSTEM MUST BE EER'S DESIGN DATED 8/28/92. RECEIVED BY: ~ , INSTALLES IN ACCORDANCE WITH THE ENGIN- HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN ROBERT SHAFER, P E ROGER SHAFER. P.E. August 28, 1992 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L Street Anchorage, Alaska 99501 CIVIL ENGINEERS (907) 694 2979 FAX 694-1211 RECEIVED SEP 1992 [3 "v~?i~Cff3,~lh[y Ut Anchorage ept. Health & Hun]an SerWces REFERENCE: Skyway Park Estates, Block 7, Lot 4 Request you issue a permit to install a septic system to serve the proposed three bedroom home on the referenced property. Two test holes were excavated and percolation tests performed in the area of the proposed septic system. The approximate location of the test holes are located on the attached site plan. This property is served by a Municipal water system. There are no protective well radii which encroach upon the property. As can be seen from the site plan this lot is large enough for another future upgrade. We do not anticipate any adverse effects on neighboring properties by the installation of the proposed septic system. If you have any questions or require additional information for your review, please contact us. Sincerely, ROGER J. SHAFER, P.E. RJS/LSU/lsu 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 HEALTH AUTHORITY APPROVALS SEWER &WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELl INSPECTION & FLOW TEST SITE PLANS SOIL TEST PERCOLATION TEST STRUCTURAL& MECHANIC^L INSPECTIONS ROBERTSHAFER PE ROGERSHAFER. P.E August 28, 1992 CIVIL ENGINEERS (907) 694-2979 FAX 694 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L Street Anchorage, Alaska 99501 REFERENCE: Skyway Park Estates, Block 7, Lot 4 Request you issue a permit to install a septic system to serve the proposed three bedroom home on the referenced property. Two test holes were excavate~d~, percolation tests performed J.n the area of the proposed ~e. Attached is the proposed ~t~e design. This property is served by a ~ water system. There are no protective well radii which encroach upon the property. As can be seen from the site plan this lot is large enough for another future upgrade. We do not anticipate any adverse effects on neighboring properties by the installation of the proposed septic If you have any questions or require additional information for your review, please contact us. Sincerely, ROGER J. SHAFER, P.E. RJS/LSU/lsu ON SITE WASTEWATER DISPOSALSYSTEM DESIGN 17034 EAGLE RIVER LOOP, SUITE 204, EAGLE RIVER, ALASKA 99577 'GAT~ OOAA / Municipality ol Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST DA'rE PERFORMED: LEGAL DESCRIPTION:/~.O-~/'~ ~ ~.~.i~"'7 i ~' ~']~ ~I ~)~f ~'Township, Range, Section: ~', SLOPE 2 3- 4- 5- 6- 7 8 9 10 11 12 13 14 15 17 18 19 2O COMMENTS SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTR? Oepth 10 Water Altar '~ Monlierin§? Reading Date Gross Depth to Time Water Drop PERCOLATION RATE 2 '~' (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN __~_ FT AND ___.,Z~"' ET PERFORMED BY: --~R~ I ~ CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDAN CE WITH ~¢A~ ~i~L~N~N EFFECT ON THIS DATE.[ DATE: ~2-oo~ (Rev. 4/as) Eagle River, Ala~Ao B~77 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PEREORMED LEGAL DESCRIPTION~~~ P~,r-k' Township, Range, Section: 1 2, 3- 4 5 6 7 8 9 10 11 13- 14- 15 16 17 18 19 20- WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? o kh ep ko Waker Mofllloring? __ Reading Date Net Depth to ~ Net Time Water I Drop Time COMMENTS tDrc - o l 'cd ACCORDANCE WITH AL~L ~ ~r~B~L~EFFEOT ON THIS DATE. DATE: 72-008 (Rev. 4185) Eagle River, Ala~Na 99577 PERCOLATION RATE . ~ (minutes/inch} PERC HOLE DIAMETER TEST RUN BETWEEN ~:2 FT AND "~ FT Prbr '1-o CERTIFY THAT THIS TEST WAS PERFORMED IN