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Home My WebLink AboutWYNTER PARK #1 BLK 3 LT 3p ,rK _3 Municipality of Anchorage Development Services bepadment Building Safe{y Division '~ On-Site Water and Wastewater Program, 4700 S, Bragaw St, P.O. Box i96650 Anchorage, AK 99519-6650 Page www,cl.anchorage.ak. Lts (907) 343-7904 '~ oN-SITE ~I}'ASTEWATER DISPOSAL ~YSTEM AND/OR WELL I~JSPECTION REPORT ""=': ~ar~e~ ~~ WasJewatersystem: ~New ~Upgrade Address: ~ ~ ' RO. 700 ¢ oo 5ABSORPTIONFIELD Total Classifl~t[~ (P~te, A, B, C): i Total Dep~ Cased b: To~I ab~tion ama: v,,,, I TANK SEPARATION DISTANCES ~Septic ~ Holding ~ S.T.E.P. ~ Othe~ Ma~e~ Capa~ To Septic Absorption Lift Holding Pubfi~ate Tank Field Station Tank S~er Une ~~ /~ ~at. "'"*': BENCH MARK S & S ENGINEERING ~.~ D~velo~e~{ Se~}~e~ DepaH~eM Approval Reviewed and approved by: Date: O~ PER~IT NO. SW050086 PAG~ 5 OF 5 _, ~un_,icip..o,l.i~Y--°.F Anchor"o, ae DEPARTHI--N/ uP HI:::AL/H AND HUlV'fAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.B. Box t96650 ®Anchor-(zge, Atc~skc~ 995tg-6650·Tetephone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEH AND/OR WELL INSPECTION REPORT LEGAL LOT .5, BLOCK 3, WYNTER PARK #1 P.I.D. NO. 051--492--46 FINAL GRADE-/'~ 1 S~/~- 97.5' NEW 1000 ~ GALLON '" 95.2' SEPTIC TANK / MT2 = CO1 C02 MT1 C01 = 90.9 -- AL GRADE so.s'-/' '"'--~,~ = so.s' A B C FCO - 8.0' 19.0' ST1 48.0' 8.5' 50.5' ST2 45.5' 9.5' .55.0' DBL1 44.0' 11.5' .57.5' DBL2 44.0' 15.0' ,59.5' C01 47.5' 27.0' - MT1 45.0' 24.5' - C02 58.5' 74.5' - MT2 42.5' 80.0' - NO WATER FOUND 74.5' B.O.H. PERMIT NO. SW030086 PAGE 2 OF 3 _. Muoi_cip..o,l,i~y_o.F Ancho~'aae DEPARTMbNI OF HEALTH AND HUiVTAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.B. Box I96650 I.._Anchor'69e, Ato~skc~ 99519-6650 · Tetephone~ 343-4744 ON-SITE WASTEWATER I.)ISPOSAL SYSTEM AND/OR WELL INSPECTION LEGAL LOT 3, BLOCK ,.3, WYNTER PARK #1 P.I.D. NO. 051--492--46 LOT 2 NEW 1000 SEPTIC TANK :O2 LOT 4 / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / SCALE: 1" ~ 40' ROBERT C. CE - 8801 REPORT MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Apr 17, 2003 Expiration Date: Apr 16, 2004 Permit Number: SW030086 [['~'~al Des'ci'iptioi'i!'WYNTER =PARK #1 BLK 3 LT '" 3 ~ Design Engineer: 0003 S & S Engineering Owner Name: Carmen Tait Owner Address: PO BOX 670065 CHUGIAK, AK 99567-0065 Parcel ID: 051-492-46 Site Address: 021109 FROSTY DR Lot Size: 20064 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: r~ Disposal Field [] Septic Tank I--1 Holding Tank [--~ Privy r--] Private Well Water Storage 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 DSD at least 2 hours prior to each inspection. Provide notification by 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. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Date: 4/] 7/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 Parcel I.D. ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLfNG ~,,.~/. Z.//? ~ -- Z..-/~:~ Permit Number Mailing address (1) 'P,O,, ~)o~' ~70(~'~-- Ma!ling address (2) Legal description (Lot, Block & Sub'd.) ~:),.~L Legal description (Section, Township & Range) Day phone D/ , Zip Code' ~gJZ~7 Lot Size ~ Acres("Sq.F~,) Number of Bedrooms THIS APPLICATION IS FOR: Sewe~ Only r'-] Well Only Sewer and Well ~--1 Water Storage Sewer Upgrade [] THIS PROPERTY CONTAINS: Hot Tub r-] Jacuzzi Swimming Pool I--I Water Softening Unit Therapy Pool [-1 [] [] I certify that the above information is correct. I fudher certify that this application is being made for a Single Fan~l,~ 5D~i~l]~l~rl~S in accordance with applicable Municipal Codes. 17034 Eagle River Loop Roaa No. '04 Eagle River, Alaska 99577" (Signature of property owner or authorized agent) Permit Fees: Date of Payment: Receipt Number: (Rev. 12/00} Waiver Fees: Date of Payment: Receipt Number: HEALTH ALIT HOR~TY APPROVAL~ SEWER ~ WATER ~N EXTENSIONS SEWER ~WATER INSPECTION ENGINEERING STUOIE$ AND REPORTS ~LL INSPECTION & F1.OW T~T i~:~T~ TEST ~PECTIONS ~STE~TER I~spo~LsYSTFJd ROBERT C. cowAJ~, p.E. ROBERTA. SHAFER, RE March 17, 2003 CIVIL ENGINEERS (907) 694-2979 FAX (907) 69~-1211 MUNICIPALITY OF ANCHORAGE Development Services Department P.O. Box 196650 Anchorage, AK 99519 REFERENCE: Lot 3, Block 3, Wynter Park Subdivision It is requested that you issue a permit to replace the septic tank and install a new trench to serve thc existing three bedroom dwelling 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 site plan. At the time of excavation 1/25/03 no water was found. After monitoring, ground water was not found. We do not. anticipate any adverse effects on neighboring wells, septic systems, reserve · areas or drainage Patterns by the installation of the proposed septic'tank. The installation of this septic tank will not prevent any future development on any of the adjacent properties. If you require additional information, please contact us. Sincerely, RCC/bjj Enclosure i70§4 ~joRTH I~GLE hlVE~ LOO~; SUITE 204 ~ EAGLE RIVER. ALASKA S9577 1" '- 40' SCALE / / / / / / / / / DESIGN J SITE-PLAN Z 0 L i 0 6- 7- 8- {0- '17- 20- WAS gnou~u w~ji=tt co~lU~Hts Site Plan See Site Plah -- heddln{;Ibale Gloss 'hme Her limebepJl, Io Water H~t brop ~,.~ ,~,~~ / , /~ o 0 ~ , ~ " 0 0 ~*' hlEhrohkJlEb IH Abfiol'qDAHct~ WItH ALL stklt~ AHD MUHIblI~)CL GUIDELIHES IH I:I=t:ECI OH ltlls bAI'iE, bAtE: ROE~ERT C. COWAt',i, RE. ROBERT& SHAFER, P,E. CIVIL ENGINEERS (907) 694-2979 FAX (907) 69~,-t 21 t ~[PPROVALS SEWER & WATER MNN EXTENSIONS SEWER&WATER I~SPEC13ON ENGINEERING STUOIE$ J~ND REPORTS WEII INSPEC~ON & FLOWTEST 80IL?EsT ~YSPECTIONS W~TEW~TER ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS REFERENCE: Lot 3, Block 3, Wynter Park Subdivision March 17, 2003 GENERAL: The scope of this project inclUdes the replacement of the existing 1000 gallon septic tank with a 1000 gallon HDPE septic tank and installation of a new trench to serve the existing three 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. The contractor shall be responsible for obtain!ng any necessary underground utility locates. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed 'from soil settling. Se Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners 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" eleanouts for pumping access. 2. The septic tank shall be sufficientlY bedded to prevent settling or shifting of the tank. 7034 ~3RTH EAGLE RIVER LOOP ~ SUITE 204; EAGLE RIVER, ALASKA gg577 Page 2 Lot 3, Block 3, Wynter Park Subdivision March 17, 2003 All standpipes on the septic tank.shall extend a minimum of 12 inches above final grade. Septic tanks installed with less than 4 fi. ~fcover 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 them shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not mom 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 away 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 &cover over the pipe. A silt barrier must be installed between the final gravel layer and the native soil backfill. 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 ofthe 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 3, Wynter Park Subdiv. ision March 17, 2003 MINIMUM MATERIAL SPECIFICATIONS: Any septic tank proposed for installation must be constructed by a Municipal approved septic tank manufacturer. 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. 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 watertigh~ 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. 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 3, Wynter Park Subdivision March 17, 2003 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 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 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 NAME MAILING ADDRESS MUNICIPALITY OF ANCHORAGE DEPARTMENT OF 14EALTR & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 9950'1 Telephone 264-4720 ON-SITE SEWAGE DISPOSAl. SYSTEM AND/OR WELL INSPECTION REPORT PHONE [] UPGRADE LEGAL DESCRIPTION LOCATION DISTANCE TO: DISTANCE TO: Well IF HOMEMADE: DISTANCE TO: [Well ~ ~///~ No. of lines / /Length of eac~_~nel Top of tile to finish grade gl Width IAbsorption are~ I Dwelling ~,~ I Inside length J Width ~ Material Foundation ~ I Nem'est lot line__ Total length of li.nes Trench wi,d. h Material beneath tile NO, OF BEDROOMS PERMIT NO. No. of compartments Liquid depth PERMIT NO. Liquid capacity in gallons PERMIT NO. Distance between Total effective absorption area PERMIT NO. Type of crib Crib diameter Crib depth Total effective absorption area Well Building foundation Noar0st lot line DISTANCE TO: Class Deptl~ Driller Distance to lot line Sewer line Building foundation DISTANCE TO: Septic tank OTHER SOiL TEST RATING LEGAL 72-O~3 (Rev. 3~78) MUNICIPALITY OF ANCHORAGE Department of Health and Environmental Protection L Street, Anchorage, AK. ~9501 Permit It ~ bf%h~q~ Applicant :/~/ ~,~-~ ~ 825 264-4720 * * ~ HANDWRITTEN PFRMIT WELl_ AND/OR ON-'SITE SEWER PERMIT ~,~?~[ ~ ~) Mailing Address: Phone Nu~er: B~' Seepage ]Bed: Holding Tank: Soil Rating (sq. ft/br) the Soil Absorption System Is: GRAVEL DEPTlt "%'~ " WIDTH Location: Legal Description: ~ _'r"~2'-'- Type of Soil Absorption System Is: Trench: / Drainfield: Maximum Number of Bedrooms: The Required Size of DEPTH . ~ ' LENGTH ~,~,~- The length dimension is the length(in feet) of the trench or d~ainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minim~n depth of gravel between the outfall pipe and the bottom of the excavation(in feet). * * REQUIRED SEPTIC(HOLDING) TANK SIZE := __/~ ~F~ GALLONS * * :~ermit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number >f residences that the well will serve. * * * TWO(2) INSPECTIONS ARE REQUIRED cackfilling of any system without final inspection and approval by this departmen~ ,~ill be subject to prosecution. 4inimum distance between a well and any on-site sewage disposal system is 100 fee~ for a private well or 150 to 200 feet from a public well depending upon the type ~>f public well. Minimum distance from a private well to a private sewer line Es 25 fee~ and to a community sewer line is 75 feet. Well logs are required ~%nd must be returned to this department within 30 days of the well completion. Dther requirements may apply. Specifications and construction diagrams are !~vailable to insure'proper installation. * * * PERMIT EXPIRES DECEMBER 31, 1 9 3 * * * I certify that: (1) I am fa/~iliar with 'the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require enlargement if the residence is remodeled to include more that 3 bedrooms. Signe~:e~F%~AO Issued by/ SWP/024(1/81) 7126 OLD SEWARD ti'WY. ANCIiORAGE, ALASKA 99603 349 - 6561 SOILS LOG -- PERCOLATION TEST C.o~,~. F/o~__ SLOPE 4 5 6 7 8 9 10 13- 14 15 16 17 18 19 20 COMMENTS WASGROUNOWATER ENCOUNTERED? IF YES, AT WHAT DEPTH) ,49th 1834-E '0 Drop APPLI( N~ FILLS OUT UPPER HAl .ONLY Mailing Address Buyer Address Zip Code Le"ding Instituti°n Yea nd~wdual Installed: Time Time Time Time Date Date Date Date Inspector Inspector Inspector Inspector Field Notes: ( ) APPROVED BEDROOMS 'CONDITIONS OF APPROVAL ( ) DISAPPROVED ( ) CONDITIONAL APPROVAL' DATE BY: Soils Rating Date Sawer Installed Well To Absorption Area Well Log Received Well to Tank Septic Tank Size 72.023