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Home My WebLink AboutEAGLE VISTA BLK 2 LT 3agle Vista lock 2 Lot 050- 711 -11 Municipality of Anchorage ::.:i~ '" Development Services Depadment Building Safety Division ',~ On-Site Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page I of~ www. ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: 5J,~ ~0 ~.-~' 7 PID Number: 05-0-7//'-}/ , t '~ V~ / WastewaterSystem: ~.ew D Upgrade *~"": q25Ekl.?,. ~,~.~,gK q~f ~ ABSORPTION FIELD T--ship' Ran~: Filla~eda,ve,~nalgrade: 1.7+g,'GravelLe~th: ~F,. ~¢, .~ r~ ~o,,. ~¢ ,,,. Drill~ ~ ~ Dat¢fill~ Instance Dale Instated: ~4 ~0~o~ .4 .- ~ ~, TANK sEPARATION DISTANCES ~s~¢~c D Ho~d~.g D s.T.E.,. D O~r: Man~act~ec PJb ~ Capacit~ To Septic Absorption Lift Holding Publi~dvate Tank Field Station Tank 8~er Une ~ ~ s~.w.,~, J~ J~ :~ / LIFT STATION Fo~dation ~' 17' i ',.= 0.',.%~ ~-,~.,-.,: In. Cudain Drain / ~O~k.'~' ,~ _ P.p Mak~ ~d=, ~spec,~s pe,~ed b, Remarke; ~.0.~. ~, F,~ o~ O~s/c~ ,BENCH MARK Assumed Elevahon: ~ I ~ G-iff-oZ. ~,'x ~ ...:: :: .. ~. Inspections pedormed y: ..... ' Development Se~ices Department Approval Reviewed and approved by: - '~ Date: /. J PERIvIIT NO. SW020357 PAGE 2 oF 3 . MuDicip gLi¢. y_o. ? Anchocgg.e. DEPARTMEN/ L)I- HI-AL/H AND HUI~IAN SERVICES ENVIRONIVlENTAL SERVICES DIVISION P.D, Box 196650 ®Anchorage, ALaska 99519-6650 · Teteohone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 5, BLOCK 2, EAGLE VISTA S/D P.I.D. NO. 050-711-11 LOT 4 I I NEW 1500 GALLON HDPE SEPTIC DBL1 & ST2 ST1 CO1 THI2 O2 100' WELL RADIUS ' /~/// / / / / / / / / / / / / / SCALE: l" = 50' PERMIT NO.,sW020557 PAGE 3 OF' 5 Hunicip. o,[i-t.. _y_..oF Anchor"o,c~e DEPARTMENT OF HEALTHAND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P,D. Box 196650 m Anchorage, A[osk~ 99519-6650·Telephone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 3, BLOCK 2, EAGLE VISTA S/D P.I.D. NO. 050--711--11 FINAL GRAD INSULATION 84'8~4.5' CO1 MT2~ MT2 = 79.7'-// C02 = 86. _ ,,....--'-FINAL GRADE _._...~ 2~' ' INS ULATIO N /C02 = 83.3' '%'"-MT1 = 79.6' A B C FCO 4.5' *4.0' - ST1 84.5' .. 72.5' - ST2 88.0' 75.0' - DBL1 90.5' 76.0' - ;DBL2 89.0' 74.5' - iTMT 81.5' 67.5' - 201 62.5' 44.0' - VIT1 57.0' 57.0' - 202 - 45.0' 28.0' k4T2 - 40.0' 51.5' * IS OFFSET · NO WATER FOUND 73.1' B.O.H. N. T.S. e 81/01/1999 00:03 BBB2259 SULLIVAN PAGE 81/82 by DOC CO, dba SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99567 · TELEPHONE 6a8-2750 OWNER OF LAND: /:'~:~"J'J" L,/~ ~/.~_. ,. BORIE HOLE DATA ADDRESS: PERMIT NUMBE~: ~ Date of Issue_~ - I ~-~ Method of Drilling: ~ta~ ~ ~ble tool ~pth of well: _2~ ~ C~ing Type ~ ~'~ Wall ~ickn~s ~ ~ $~'' inches Diameter ~ / ~ inches, depth ~ ~ ~ feet Casing Stickup Above Ground: Static'Water Level:_ ~ '"/(3 Recover Rate: ~" gpm Method of Testing: Well Intake Opening Type: ~ end ~ open. hole feet feet ;.J Screened; Start feet Stopped, [eet "~ Perforations Start feet S~zpped feet Grout Type: /$1/-~TM i'g- C',r~t ~"2: · . ' Volume Depth: from C.> feet, to ~ 'O- feet Well Disinfected Upon Completion? ~ r3 No Method of Disinfection: ~/,/z ~'~ ~ ,~-~ ~i~'..''~- - Comments: DEPTH K~om To '7 "I Driller's Name_ ATI'ENTION: It i$ the responsibility of the Property owner to submit a copy of the well log to the proper euthori'~¥. Muni¢]pality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation, MatSu B0rou9h: Department o! Environmental Conservation, MUNICIPALITY OF ANCHORAGE Development Services Department On. Site Water & Wastewater Program 4700 Soufh Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Sep 18, 2002 Expiration Date: Sep 18, 2003 Permit Number: SW020357 Legal Description: EAGLE VISTA BLK 2 LT 3 Design Engineer: 0003 S & S Engineering Owner Name: Hans Vogel ~,. Owner Address: 425 Eklutna Anchorage, AK 99504- Parcel ID: 050-711-11 Site Address: Lot Size: 97834 SQ. FT. Total Bedrooms: ~ Permit Bedrooms: This permit is for the construction of: [71 Disposal Field r7] septic Tank Holding Tank [--] Privy [] Private Well ['--I Water Storage All construction must be in accordance with: 1. The attached approved design. 2.--,~..11 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 DSD at least 2 hours prior to each inspectio~y calling -.~.... (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. B. Open and closed on the same day. Covered, sealed, and heated to prevent freezing. &. ox,z/"' Received By: Issued By: Date: ~//r/O 'z._ Date: ?//~/O~-- Municipality of Anchorage DeveloPment Services Department Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Permit Number SWOZO ~,¢7 Property owner(s). Mailing address (1). Day phone Mailing address (2) A/,-'r,..HO~4. C..-~ Legal description (Lot, Block & Sub'O.) Legal description (Section, Township & Range) Zip Code o] ~ ..c"o ~ LotSize ~'-~;~ ~/-/ Acre~ Number of Bedrooms ~) THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool J-'j Well Only J-"l ~ Water Storage [] [-I Jacuzzi [] [--I Water Softening Unit [] I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. S & S ENGINEERING Eagle River, Alaska 99577 (Signature of property owner or authorized agent) Permit Fees: ~ Date of Payment: ~'/I ~ /0 -/-- Receipt Number: o (Rev. 12/00) Waiver Fees: Date of Payment: Receipt Number: ',inee Inq September 11, 2002 ROBERT C. COWAN, P.E. CIVIL ENGINEERS (907) 694-297g FAX (907) 694-1211 I. Fc. ALTH AUTHORITY APPROVALS SEWER&WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUOIES AND REPORTS WEll INSPECTION & FI.OW T EST SITE PLANS ROAD DESIGN $OILTEST PERCOLATION ?EST STRUCTURAL& MECHANICAL ~SPECTIONS ON SITE WASTE'WATER DISPOSAL SYSTEM DE. SIGN MUNICIPALITY OF ANCHORAGE Development Services Department P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 3, Block 2, Eagle Vista Estates S/D It is requested that you issue ape. rmit to install a sePtic system to serve the proposed eight bedroom dwelling on the referenced property. Txvo test holes were excavated and percolation tests were performed. The approximate location of the test holes are located on the attached site plan. At the time of excavation 9/27/00 water was not found. After seven days of ground water monitoring the test holes were found to be dry as indicated on the attached soils logs. We do not anticipate any adverse effects on neighboring wells, septic systems, reserve areas or drainage patterns by the installation of the proposed septic system. The construction of this system will not prevent any future development on any of the adjacent properties. If you require additional information, please contact us. Sincerely, RCC/jhm Enclosure 17034 NORTH EAGLE RIVER LOOP * SUITE 204 · EAGLE RIVER. ALASKA 99577 1"=40' SCALE DESIGN SITE-PLAN Zom Pedormed For: Legal Descrlplion: 5- 6- 7- 8- 9- .10- '12- '13- .14- '15- '16- '17- '18- '19- 20- Muhlclpalliy ~f Attch~t-a~e Develop~ed{ services Deparlmenl Bulldlng Sal'e{y Division on-site Wale? and Was{ewa{er Program ,{?00 Sou~h ~lragaw St. P.O. Box '196650 Ancl~orage, AK 995t9-6650 Www.cl.anchm'aqe.ak,us (9O7) 343-7904 Soils Log -Percolafior~ Test I WAS OROUHD WAIER EI',ICOUhlTERED? ~ 0 $ IF' YES, AT WflAT DEPTIi? --.,-' L i3epth lo Water Alter O Monitoring? ,r~l E P I Reading Date Gross TimeNet TimeDeplh Io Waler Net Drop o o / ~ ~'~ 30 , [3'5/4' ~,'~14 · o PERCOLATIOI'I RATE '1 ''~ ' ~ rnlnules~nchl PERC ItOLE DI^NIETER a~ TEST t"{Ul, I BE ~TWEE~'J '~ FT ~,HD _ .'~ I::T cOMMENTS PERFORMED IH AC~ORDAI',ICE WITH ALL STATE AND MUNICIPAL GUIDELrNES IN EFFECT ON THIS DATE. DAT. E: ~ ~tl /d 2..... ~.~. ~,\,.: .......... .... Development Se~[ces beparlmenl Bulldlng Sate~ Division On-Site Water and Was{e~ier Pr~ram ~,~ Soulh bragaw SI. P.O. Box i96650 An~age. AK 995t9-6650 ~,cl.~nchora~e.ak.as ~, ':k;": ................ Soils Log- Pe~colatio. Test / Pedormed For:' VO~, , Dale.Pedo~ed: ] ' . S~e ' ' ~ Site Plan g- ~ O- tF YES. AT Wi[AT ~ t ' Depth Io Water Uonltorlng? t3- Reading Dale Gross Time Net Time Depth Io Waler Net Drop o o - · w o 774- 3o ~o Ivy+~ ~" t4- t5- 16- t7- t8- t9- ,. 20- PERCOLATtoH RATE J 0 ,ninul,,,;Inch)= PERC HOLE DIAMETER G TEST RU~ BETWEEI'I 2 FT AND ~.~ FT PERFORMED IH AcCorDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IH EFFECT ON THIS DATE. DATE: meemnq ROBERTC. COWAN, RE. ROBERTA. SHAFER, RE. CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 HEALTH AUTHORITY APPROVALS SEWER & WATER MNN EXTENSK)NS SEWER & WATER INSPECTION ENGINEERING STUOIES ANDREPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN ~OIL TEST PERCOlaTION 1EST STRUCTURAL& MECHANICAL INSPECTIONS ON SITE WASTEWATER DISPOSAL SYSTEM D£SIGN ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS REFERENCE: Lot 3, Block 2, Eagle Vista Subdivision August 21, 2002 GENERAL: o The scope of this project includes the installation of a 2500 gallon septic tank and a drainfield trench to serve the proposed eight bedroom residence located on the referenced property. 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. o The contractor shall be responsible for obtaining any necessary underground utility locates. Unless specifically agreed otherxvise, the property o~vner shall be responsible for final grading areas subsequently depressed from soil settling. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their oxvn systems must also receive prior approval from the Municipal Health Department. SEPTIC TANK INSTALLATION: o A septic tank is to be constructed by a c~rtified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 17034, NORTH EAGLE RIVER LOOP .*'SUITE204 ? EAGLE RIVER. ALASKA 99577 Page 2 Lot 3, Block 2, Eagle Vista Subdivision August 21, 2002 o All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. Septic tanks installed with less than 4 fi. of cover shall be insulated. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 fi. from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. Final grading over the septic tank shall be such that a positive slope exists a~vay from the septic tank. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed-up) before gravel (sewer rock) placement. Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. A silt barrier must be installed between the final gravel layer and the native soil bac '~11. Ensure the silt barrier covers the entire gravel surface before placing backfill. Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the trench must be mounded to prevent the :formation of a depression after settling. Page 3 Lot 3, Block 2, Eagle Vista Subdivision August 21, 2002 MINIMUM MATERIAL SPECIFICATIONS: Any septic tank proposed for installation must be constructed by a Municipal approved septic tank manufacturer. The folloxving 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 ora type of pipe other than listed above must be approved by the inspecting engineer. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal). A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. o All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements, which ever requirement applies. INSPECTIONS: 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: Page 4 Lot 3, Block 2, Eagle Vista Subdivision August 21, 2002 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. 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. 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 contractors 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 ~vill 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 contractors activities. Final acceptance of the contractors 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