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Home My WebLink AboutT12N R3W SEC 33 LT 46Jun 06 19 01:/-,6p CCS i+•' 1 19�rk 5arJich M'a,fr..r Ancho ag- Wfeii & Pump Ser 9072430742 bevelopnTent Services Department Building Safety Division On- Sate Wat$ r A Wcstewafer Pr°o9rcam 4700 Elmore Roan P -C, Box I9655C Anchorage, AK 99507 VlllJi�tTtJli'.Of�/p ys't _ (907) 343-7904 PuMp instaffatio.f% bell t3riIlin.9.1%renit NU113ber: ,S1 ' ------ '.cation IdentiF'.cation Namber: i8— � 9z -a3 }regal Description 7724 R3tj Pump Instal}atian Dare: Sec 23 L y6 12 Date Df IssIae: Property 01,11nerN2me Addres,:� PUMP 3ntabe Depth Reiow Tc,p o vveli {:'asi:zp,: /—/U feet kuntp �}anufacturer's I�<t.tne: d� ,� G.t.. "'j'„ PttMP Madel: ;N5 rte, }'brill) size (2" lip PhILSS Adapter burial ID,!pth; d feet Pitiess Adapter A1at�uf"actarer's .+�'atrte: P=tless Adapter flIstaller: fell Disinfected Upon COMI-V!etion;? L: yes I I No M'tltod ofIDisinfeetion: Comments. p,1 �4 Purr: P tnstailer Name: - �--_ wt�6 PO �. -. Attention: Ti,, pu rrtp instar}er sha } provide_ apami; ins.ai:atcn IrJg to the DSD uthirt 0 4.ys of tim : i P F nstalatirr,. I IV-,/' II Municipality of Anchorage Page ~L_~. of DEPARTMENTOFHEALTHANDHUMANSERVICES ' /~L// ·ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SI'¢CtLIo~I,~ PLD Number: Na.~e: Wastewater System: ~ New D Upgrade Address: ABSORPTION FIELD ~, ~ ~/~ ~ D Deep Trench ~ShallowTrench DBed DMound DOther LEGAL DESCRIPTION so, Rating: ~[, GPD/Sq. Ft. Total Depth from original~grade:, ~ot: ~[o~: ~b~ieR~ Depth to pipe b0t[om fro~ original grade: Gravel depth beneath pipe ~b ,. ~ Ft. ~' ~ F,~.. Tow'nship: Range: Section~ Fill added above origifla[ grade: Gravel length: WELL:D New ~ Upgrade Gravel width: ~Ft. Number oflines:~. Distancebe[weenl[nes:/~. Ft~ Driller: Date Drilled: Ststic Water Level: Installer: Date installed: SEPARATION DISTANCES ~s~pti~ ~ Holding TO Seplic Absorption Lia Holding )ublic/Private Manufacturer: Capacityin gallons: Baterial: Number of Compartments: s~,~c~ LIFT STATION Size in gallons: M~ufacturer: Lot "Pump on'" level at:~" p off" level ~t: High water alarm at: Cu~ain ~ ~ ~O~/~ ~ ~ ~ ~ ~ p~del ' ] Electrical Inspections pedormed by: Drain Remarks:- BENCH MARK ,._ ' Location and Description: Assumed Elevation: 17034 Eagle Rwor Loop Road, No. 204 ........... · Department of Health a~'d Human.~e rvices approval "',~ ~ ,.,~'- ' ...... ......... .,,~'. "..." 7g-013 {Rev. 9/gl) MOA 25 Permit No,Sw9404'1 .3 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 01819203 Legal Description:12N' R3W, SEC.35, LOT 46 PID No.: C02 1250 GAL S.T, ~RADE ~ N.T.S. (C04a C05) FLEMING SUEVEYING SERVICES i WELL 4 BDRM HOUSE C06&C07 4T C07 -77,g' 77,£' (MTi) (MT2~ · 70.7' NO WATER FOUND FCO N SCALE 1" = 40' NEW 1250 GAL, SEPTIC TAI NEW D~ ;EAL CE - 8801 " 72-013 A (1/93) ' MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH ~ HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 PAGE 1 OF 1 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW940413 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:SOULE HAROLD L & OWNER ADDRESS:2840 E 142ND AVE ANCHORAGE, AK 99516 DATE ISSUED:10/26/94 EXPIRATION DATE:10/26/95 PARCEL ID:01819203 LEGAL DESCRIPTION: T12N R3W SEC 33 LT 46 LOT SIZE: 108900 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC 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: ISSUED BY: DATE DATE: HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER ~NSPECTION ENGINEERING STUDIES ANDREPORTS WELL INSPECTION & ELOW TEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ROBERT SHAFER, P.E. October 14, 1994 CIVIL ENGINEERS (907) 694-2979 FAX 694-1211 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 'L' Street P.O. Box 196650 Anchorage, Alaska 99519-6650 REFERENCE: T12N, R3W, Sec 33; Lot 46 Request you issue a permit to replace the septic system serving the four bedroom house on the referenced property. A test hole was excavated and a percolation test performed. The approximate location of the test hole is located on the attached sit plan. The monitoring tube within the test hole has been checked and found to be dry. Attached is the proposed upgrade design. 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, ROBERT C. COWAN, P.E. RCC/gk ENCLOSURES ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP · SUITE 204 o EAGLE RIVER, ALASKA 99577 ~ g~°o m 3QYaOdN I ROBERT SHAFER, P.E. ON-SITE WAS~A'£'~L~ DISPOSAL SYSTEM CO~I~TRUCTION PRACTIC~ MAT~iFf[AL SPECIFICATIONS CIVIL ENGINEERS (907) 694-2979 FAX 694-~211 HEALTHAUTHORIT~ APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAO DESIGN SOIL TEST PERCOEATION TEST STRUCTURAL & MECHANICAL INSPECTIONS REFERENCE: Lot 46, Sec 33, R3W, T12N The scope of this project includes the installation of a 1250 gallon septic tank and two five foot wide drainfields to serve the existing four bedroom residence on the referenced property. The existing undocumented septic system is to be abandoned in place. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. 3. The contractor shall be responsible for obtaining any necessary underground utility locates. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. On all leachfield mound systems, the property owner shall be responsible for ensuring a satisfactory vegetation growth over the mounded area. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. O%~qers installing their own systems must also receive prior approval from the Municipal Health Department. SEPTIC TANK INSTALLATION: 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 3. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 4. Septic tanks installed with less than 4' of cover shall be insulated. ON SiTE WASTE WATER DISPOSAL SYSTEM OESIGN 17034 NORTH EAGLE RIVER LOOP · SUITE 204 , EAGLE RIVER, ALASKA 99577 Page Three Lot 46, Sec 33, R3W, T12N October 14, 1994 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Type of Pipe Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Companf Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). A permeable nontoxic silt barrier (Typar 3401, Mirafi 140/N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. 6. Ail leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. 7. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements. INSP~C~i'IONS: Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: 1. The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. 2. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. Page Four Lot 46, Sec 33, R3W, T12N October 14, 1994 3. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required, especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. 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 inspecting engineer will not coordinate, direct or control in any way the contractor's activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.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 as stated above to document the contractor's activities. Final acceptance of the contractor's work rests with the owner and the M.O.A. S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/iNSTALLER Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: ~/~'~0 ~-~) ~ O L~(.~. ~ DATE PI LEGAL DESCRIPTION:~- ~)/~X.~/TI~I~ ~ ~(,,~J Township, Range, section: SLOPE SEAL) WAS GROUND WATER ENCOUNTERED? SITE PLAN 13- 14- 15- 16 17 18 19 20 IF YES, AT WHAT ~ O DEPTH? p E Monitoring? gain: Reading Cate Gross Net Depth to Net Time Time Water Crop q;bg ~ 3 'Iv" : 15 Io~ ~I~' PERCOLATION RATE d~ ~)' (m~nules/mch) PERC HOLE DIAMETER TEST RUN BETWEEN ~ , FT AND 3, ~-~' FT COMMENTS PERFORMED BY _ , t~n~'e I~lver Loop ~Oa~ ~,~ - ,-:.;~ ~lv,~r, Alaska 99~ ~ I ' CERTIFY THAT Tf~IIS TEST WAS PERFORMED IN 72*008 (Rev 4/85)