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Home My WebLink AboutWILLIAMSON #2 BLK 2 LT 33Williomson Block 2 Lot 33 #015-074-23 ~ Municipality of Anchorage Development Services Department Building Safety Division On-Site Water end Wastewaler Program, 4700 S. Bragaw SI. P.O. Box ~96650 Anchorage, AK 99519-6650 Page J o! 3 www.cLanchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: 5 L~O[O O ~[~' PID Number: "'"" ~.,O/'~g ~Jt~/v~to?A WastewaterSystem: I~New I'~Uograde ~[~'~o¥ ~0(~'0'7 ,~nt~;~"' ¢~¢~'~-~7 7 ABSORPTION FIELD Well: ~ New ~ Upgrade ~.~ ~ SEPARATION DISTANCES ~sep~]c D .o~d~.g D S.T.E.P. D Othe~ To Septic Absorptior [~ floldingPub~batc "~" BENCH MARK ' tOO ,, ........... 37034 Eagle Rl~r Leap ~e~ ~ 1~~ Develbpme~t Services Department Approval '~ -~.>. ..... ,..~-? ~ Reviewed and approved b ~ ~9ate: J O '~' PERMIT NO SWO10023 PAGE 2 OF 5 Municipotit.. _y_..oF' .A.n_c h.o F g g.e. DEPARTMENT OF HEALTH ANI) HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 IAmcho~oe, Al~sko 99519-66501 Telephor~e~ 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL iNSPECTION REPORT t~GA~, LOT 53, BLOCK 2, WILL1AMSON #2 LOT P.I.D, NO. / LOT 31 / -~ / SEPTICt LOT \ SEPTiC~ ~.. ~,,,,,TA N K cm & NEW 1250 SEPTIC TANK 5 DRIVEWAY 015-074-25 / / / / / / / / / k \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ IdT2 \ x. ROBERT c. CE- 8801 PERMIT NO SW010025 PAGE 5 OP 3 Municip. o[it_y__oF .A.n_c h.o.r' g g.e. DEPARTMENT OF HEALTHAND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION p.n. Box 196650 eAnchom~ge, Al~skr~ 99519-6650®Telephone~ 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 53, BLOCK 2, WILLIAMSON #2 P.I.U. NO. 015--074--23 ST1 FINAL GRADE/ NEW 1250 GALLON SEPTIC TANK ST~,...~ 98.6' FINAL GRADE MT1 =85.7' MT2=85.7' col =9"L8' 02=100.4' · NO WATER FOUND 79.7' B.O.H. A B C FCO - 31.0' 7.5' ST1 - 34.5' 11.5' ST2 50.0' 42.5' - DBL1 48.0' 45.5' - OBL2 46.5' 46.0' - CO1 68.0' 55.0' - MT1 65.5' 55.5' - C02 1 6.0' - $9.0' MT2 18.5' - 36.0' MUNICIPALITY OF ANCHORAGE Development Services Department On-Sire Wafer & Wastewater Program 4700 South Bragaw Streef P,O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Feb 20, 2001 Expiration Date: Feb 20, 2002 Permit Number: SW010023 Parcel ID: 015-074-23 Legal Description:r~'VILLIAMO0N #2 SUBDIVISION BLOCK '2:[.OT 3.3f Design Engineer: 0003 S & S Engineering Site Address: 5022 EAST 98TH AVENUE Owner Name: GEORGE WlLMOTH Lot Size: 13664 SQ. FT. Owner Address: PO BOX 201707 Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE, AK 99520-1707 This permit Is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage Afl construction must be in accordance with: 1, The attached approved design. 2. Afl requirements specified In Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Afaska 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: Issued By: Date: ~ - ~-o-O ! Date: 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 SEWEPJVVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parce, 0 / 7 4 - Z 3 Permit Number SWOlO0 Z,~ Propertyowner(s) _~6~0/"~'~ ,J;I ~,.o'rl~ Dayphone Mailingaddress(1) PO BC~x :[01707/ ,'~l~/'l~onn_~.~.~ ~ ~20-1707 Mailing address (2)~O22 Legal description (Lot, Block & Sub'd.) Legal description (Section, Township & Range) Lot Size THIS APPLICATION IS//FOR: Sewer Only Sewer and Well Sewer Upgrade THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool Zip Code ~'~',.5"/~ ; Number of Bedrooms Well Only Water Storage Jacuzzi 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 & $ ENGINEERING (Signature of property owner or authorized agent) F.~ Rhm~, AJ~m ~577 Permit Fees: Date of Payment: Receipt Number: (Rev. 12/00) Waiver Fees: Date of Payment: Receipt Number: ROBERT C. COWAN, P.E. February 13, 2001 CML ENGINEErtS (907) 694-2979 FAX (907) 694-1211 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 33, Block 2, Williamson #2 It Is requested that you issue a permit to install a septic system to serve the proposed fourbedroomdwellingonthereferencedproperty. -rt4¢ rao,~4 a,~ ~,~ 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 ofexcavation, 6/24/92, water was not found. After ground water monitoring, the tube was dry. 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, Robert C. Cowan, P.E. RCC/bjj Enclosure 17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER, AL,'~ KA 99577 -~~ ~'" I.OT 33, BLOCK 2, WIi. I,IAMSON #2I O.O.J. R.C.C. 2-13-01 I OF 1 trin~ DESIGN CRI).'ERIA: ~o.,,,~,o,,~,,oo,,~o,o .. · ,- . - ~ . 4 BDEM = 600 '~D / SOILS = 0.6 CPI/SO.FT. [ WORK. ........ ~ ~ J PROPERTIES SERVED BY 8.~ EFFECTIVE L'~- ~ I COMMUNITY WATER Z ~~ 2.~ 'l WIDE ~ cro ~ ~ ~LONO ~', / C~K~ I ', SERV[D ar C~SS 'A' I / .... ~ / ~. , I WATER SYSTEM OOUBLE Z ~ ~ ~ VELOPE Municipality o! Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street. Anchorage. Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: ~---~'/ LEGAL DESCRIPTION: 1 4- 5- 6 7 8 9 10 11 12 14- 15- 16- 17- 18 19- 20- ~ ~'~O: · ....~'~,~ DATE Township, Range, Section: SLOPE SITE PLAN WASGROUNDWATER ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? p E Oepth to Water After Monitoring? "~'~ Dale: ~7-1-'~Z' Dross Net Depth to Net Reading Dete Time Time Water Drop PERCOLATION RATE ~ {'~ (m~nutes/mch} PERC HOLE DIAMETER TEST RUN BETWEEN "~ FTAND ~--~ FT COMMENTS PERFORMED BY: S & S ENGINEERING I rr"-~ ~[--~ 17034 Ea fe River Leo Roa ACCORDANCE WITH A~[/~[3~a~I'c~;~'JI~E~L~I~ EFFECT ON }HIS DATE. 72~ (Rev. CERTIFY THAT THIS TEST WAS PERFORMED IN DATE: '7-- I 'Z--- ROBERT C. COWAN. P.E. CML ENGINEEF{S (907) 694-2979 FAX (907) 694.1211 ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS REFERENCE: Lot 33, Block 2, Williamson/12 February 13, 2001 GENERAL: The scope of this project includes the installation of a 1250 gallon minimum septic tank and a new trench to serve the proposed four 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 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. 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 ttealth Department. SEPTIC TANK INSTALLATION: I. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" clcanouts for pumping access. 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of thc tank. 17034 NORTH EAGLE RIVER LOOP ° SUITE 204 ° EAGLE RNER, ,N_A~KA 99577 Page 2 Lot 33, Block 2, Willlomson #2 February 13, 2001 All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. Septic tanks installed with less than 4 ft. 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 ft. 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 TRENCII/DRAINFIELD INSTALLATION: Excavate the proposed trench to the dimensions shown on the design. The bottom of thc 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 backfill. Ensure the silt ban'ier 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 33, Block 2, Willlamson #2 February 13, 2001 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 (tlDPE) 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 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. 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: n,t° · I~oge 4 Lot 33, Block 2, Willlorn~on Februar~ 13, 2001 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 ofthe 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 rlODERT C. COWAJ'I, P.E. ROBERT A. SI IAI'Ell, r~E. CML ENGINEErIS (907) 694-2979 FAX (907) 694-12 Municipality of Anchorage. DEPD~RTMENT OF }IEALTII AND ItUHAN SERVICES 825 L Street P.O. Box 196650 Anchorage, Alaska 99519-6650 4 Tile septic in~pe~tions for t~e .referenced property were performed on~-/~/o( and ~/q/~( . Prior to submitting tile On-site Wastewater Disposal System and/orWell Inspection Report we are waiting for the ~ r/o ~ ~ to be completed. ~$~v~ur SU~ If we may be of further service please contact us. Sincerely, Z P.E. R~ Cowan,~%~ 7034 NORTH IiAGLE EI~EI'I LOOP · SUITE 204 · EAGLE RIvEn, N,.k~ KA ~577