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Home My WebLink AboutPARKSIDE BLK 2 LT 3AParksid Block Lot 3 #050- 591 - 11 o Municipality of Anchorage '" Development Services Department Building Safety Division On-Site Water and Waslewater Program. 4700 S. Bragaw SL P.O. Box 196650' An~omge.~ 99519-6650 Page ~ of~ ~.cl.an~oroge.ak.us (907) ~79~ ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT PermitNumbe~ ~000 Iq~ PIDUumbe~ "'~ J~J~ NastewaterSystem: ~ New ~ Upgrade ~7~ 6~;,c V;e~ O, h4 ~;¢f :JE ~q~7 7 ABSORPTION FIELD Well: ~ New ~ Upgrade SEPARATION DISTANCES ~Sep[~ ~HoMing QS.T.E.P. ~Othe~ Tank Fie~ Station Tank ~rL~e~ ~f~ I g~ "~': BENCH MARK . .~70~ E.¢. ,z-, ~o~ .o~, .~.~ ~. ~ ~:.,,.~,..,¢,~ ..... .~.,.,.~ inspections pedormed Dy. ~ ~iv,,, AI,,~. ~;~ Dates: 2 Developme~Se~i~es DepadmentApproval . . '-" ..... . Reviewed and approved by: Date: PRR,~IT NO. SWO00197 PA¢£ 2 OF 3 Municipoti't OF' .A.O_C h q.r' o, 9.e' DEPARTMENT OF HEA~TH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION p.rl. Box 196650 ~Anchor~ge, Alcsk~z 99519-6650·TeJephone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT L£GAL LOT ~, BLOCK 2, PARKSIDE S/D I .-~$5' sITBACK IDSL1 & JNEW 1500 ~ALLON HDPE SEPTI~ ~T1, FS (FLOW ) TRENCHES P.I.D. NO. 050--591 --11 Ld SCALE: 1= - 40' I[OBERT C. COWAN CE - 8801 PERMIT NO. SW000197 PAGE 3 OF 3 Munidp. oU~ o? .A.O£ h. or.ag.e . DEPARTMENT OF HEA~_THAND HUMAN SERVICES ENVIRONMENTAL SERVICES BIVISION P.D. Box 196650 ,Anchor&ge, Alaska 99519-6650, Telephone, 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 3, BLOCK 2, PARKSIDE P.LD. NO. 050--591 --11 ~__ ST1 ST2 ~- 109.2' ~ FINAL G~ - 105'8'-/ ~ %-105.6' CO1 C03 C02 MTln n nMT2 ICO1 = 109.2'.~ C04 II II IL////-~C02 = 108.2' MT1 = 101.3 MT2 = 101.3' j MT3 100.3'-~ A B FCO 43.0' 26.0' ST1 40.5' 30.0' ST2 38.5' 33.0' DBL1 3B.O' 39.0' DBL2 35.0' 40.0' FS 30.5' 43.0' C01 32.0' 58.0' MT1 30.5' 58.5' C02 28.0' 34.5' MT2 29,0' 33.0' C03 30.5' 73.0' MT3 28.0' 69.0' C04 12.0' 50.0' MT4 13,0' 49.0' C03 107.9' C04 107.9' 104.3' 104.3' MT4 = 100.3' by SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99567 · TELEPHONE 688-2759 OWNER OF LAND ,JEFF ,Jo+/,uJ'u,-J 90.E,O, ED^T^ DEPTH ADDRESS ~ g ''~ ~'-~' ~ ~/'t ~.~ ~"*,~ O I ~ From To LEGAL DESCRIPTION PERMITNUMBSRO0Ol~ateoflssue~ ~-~ 4 T~INDENTIFICATIONNUMBER ~0-~1 - / j Is well lo~ted at approved pe~it lo~tion? ~ ONo Meth~ of Drilling: ~mta~ ~ble t~l Casing Typ~TE~ Wall Thickness I ~ ~ inches Diameter ~" Inches, depth ~ feet Liner Type: ~E - I Casing Stickup Above Ground: ~ feet IJ~ I~ Static Water Level (from ground level): ~ 0 feet Pumping level: feet after__bm, pumping gpm Recover Rate: ~ ~pm U.t,od of~.,t,~g: ~/A ~3~. Well Intake Opening Type: ~ Open End ~en Hole ~ Screened; Start feet Stopped feet ~ Perorations Stad ~ee~ ~opp~d feet Depth: from ~ feet, to ~ ~ feet Pump Intake Depth: feet Pump Size hp Brand Name Well Disinfected Upon Completion? ~s ~ No ~ethodofDis~nfection: ~d*~,~4 ~O ~' Comments: Ddllees Name ATTENTION: It Is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. Municipality of Anchorage .." ~:... :.(~ Development Services Department Building Safety Division On-Site Water and Wast~ter Pr~ram, 47~ S. Bragaw SL P.O. Box 19665~ An~o~ge.~ 995~9-6650 Page ~ of~ ~.d.an~orage.ak.us (907) ~7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Pe~itNumbe~ ~000 ~q~ PIDNumber O~O--~ql--I( "-- de'Johann WastewaterSystem: ~ New D Upgrade ~W'7~ ~Ja~;er V;e~ ~;~< ~a~;v~[?~ ~q~7 7 ABSORPTION FIELD LEGAL DESCRIPTION ~"~ I,~.,,~ / Well: ~ New ~ Upgrade SEPARATION DISTANCES ~ septic ~.o~aing ~ s.T.~.P. '~'o Septic Abso~tion Lift Holding Pub,~*ale ' Tank FieM Station Tank S~ ~e g[ ~ - 1~6' 173' --~ -'Hbp~ ~..w.. ~ t~'* XV/ UFT STATION ,_,. to, ..~,: BENCH MARK S&$ENGINEERING=~ ~A ~ ,~ %.~ ;'.~ ~/ %,..,~. - ,~o~..''"'"'~"~""~'""':~ ~ ~u-~u-~ ' · , .... Inspections pedormed Dy: ......... Dates: Development Se~ices Depa~ment Approval Reviewed and approved by: Date: PER,",IIT NO. SWO00197 PAGE 2 OF 3 Mur~icip. el[it oF Anchor'(lae DEPARTIvlENT OF HEA~THAND HUMAN SERVICES ENVIRONHENTAL SERVICES DIVISION p.n. Box 196650 ~Anchor'~ge, Al~sko 99519-6650® Telephone, 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT L~CAL LOT 3, BLOCK 2, PARKSIDE S/D P.I.D. NO. DBL'I x, DBL2- NEW 1300 GALLON HOPE SEPTIC FCO' TRENCHES LLJ OF 050-591 -11 ROBERT C, COWAN CE - 8801 PERXtlT NO. SWO00197 Municip, alit oF .A. O_c h.o.r a .cj.e , DEPARTHENT OF HEA~_TH AND HUMAN SERVICES ENVlRONHENTAL SERVICES DIVISION P.D. Box 196650 eAnchor~ge, Alask~ 99519-6650® Te~epho,~e: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL iNSPECTION REPORT LOT 3, BLOCK 2, PARKSlDE S/D P.I.D. NO. 050-591 -11 ST1 ST2 /-109.2' FINAL .,,,,-,.,, / I 13oo GALLON I~ . , J"'°'o -' I POLYET_HY_L£~_E I ~- '~ 05.6 CO1 C03 MT1 MT2 CO1 = 109.2'~,~ C04 MT4 I~nq = 107.9' co : 108.2.,,,-] H 107.9. ~C03 = 104.3' ~{T~ IO0.B'~ ~' A B FCO 43.0' 26.0' ST1 40.5' 50.0' ST2 38.5' $$.0' DBL1 36.0' 59.0' DBL2 35.0' 40.0' rs 30.5' 43.0' C01 32.0' 58.0' MT1 $0.5' 58.5' C02 28.0' 34.5' UT2 29.0' 35.0' C03 $0,5' 75.0' MT5 28.0' 69.0' C04 12.0' 50.0' MT4 15.0' 49.0' by DOC Co. d~= SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99~;67 · TELEPHONE 688-2789 OWNER OF LAND ~EFF ~J0.~,u..co,-J 80REHOL£D^TA DEPTH LEGAL DESCRIPTION PERMIT NUMBER 0 O0 I ~ ~ate of Issue ~ ~-~ Is well lo~ted at approved pe~it lo~tion? ~ ~No Diameter 6 I` Inches, depth feet , Liner T~e: Casing Slickup Above Ground: R~ feet I~ Static Water Level (from ground level): ~ O feet Pumping level: feet affer~hm, pumping qpm Recover Rate: ~ qpm Well Intake Opening Type: ~ Open End ~en Hole ~ Screened; Sta~ feet Stopped feet ~ Perorations Sta~ ~ee~opped feet Depth: from ~ feet, to ~ ~ feet Pump Intake Depth: feet Pump Size .bp Brand Name Well Disinfected Upon Completion? ~s ~ No Method of Disinfection: ~ ~4u~/~ ~0 ~' Comments: OdlleCs Name ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. .. Municipality of Anchorage' -- __---- George P, Wuerch, Mayor Building S,'d'ety Dix'ision P.O. Box 196650 · 4700 S. Bragaw Strcct Anchorage, Alaska 99519-6650 · (907) 343-8301 h t t p://www.ci.anchoragc.ak.us Department of Public Work~ 6/7/2001 Jeff'Johnson 23475 Glacier View Dr. Eagle River AK 99577 Subject: On-Site Water and/or Wastewater Permit. Permit Number: SW000197 Parcel ID: #050-591-11 Dear Jeff.' An On-Site Water/Wastewater Permit, number SW000197, issued by this office for a single-family system, will expire on June 27, 2001. This permit was valid for 365 calendar days. If this was a well permit and the well has been drilled, a well log must be ~ent to this office for documentation of the installation and to close the permit. If this permit was for a wastewater disposal system, an original as-built inspection report must be sent to this office for review, approval and documentation. This as-built inspection report must be signed by the licensed Professional Engineer who inspected the installation ofthe system. As-built inspection reports are required to be submitted within 30 days of the completion of the system. If no system was installed under this permit, and you are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. A new permit may be issued free of charge for a second year if the application for the renewal is received on or before the date of expiration of the original permit. When applying for a new permit, the fees are: $320.00 for a wastewater permit and $120.00 for a well permit. If you have any questions, please call this office at 343-7904. Manager On-Site Water and Wastewater Program eric: Copy of permit MUNICIPALITY OF ANCHORAGE Deparfment of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Jun 27, 2000 Expiration Date: Jun 27, 2001 Permit Number: SW000197 Legal Description: PARKSlDE BLK 2 LT 3 Design Engineer: 0003 S & S Engineering Owner Name: Jeff Johnson Owner Address: 23475 Glacier View Dr. Eagle River, AK 99577- Parcel ID: 050-591-11 Site Address: Lot Size: 111595 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction must be In accordance with: 1. The attached approved design. 2. Ail 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 (907) 343-4744 ( 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. I June 22, 2000 ROBERT C. COWAN, P.E. crvlL ENGINEERS (907) 694-2979 FAX (907) 694-1211 MUNICIPALITY OF ANCHORAGE Depaxhnent of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 3, Block 2, Parkside S/D It is requested that you issue a permit to install a septic system & well to serve the proposed four bedroom dwelling on the referenced property. A 35' waiver is also requested to the 25%+ slope to the west. A test hole was excavated and a percolation test was performed. The approximate location of the test hole is located on the attached site plan. At the time of excavation 5/13/00 water was not found. However, bedrock was found at 11.5 feet. We do not anticipate any adverse effects on neighboring wells, septic systems, reserve areas or drainage patterns by thc installation of the proposed septic system. The conslruction of this system will not prevent any future development on any of the adjacent properties. The 33' section line easement is in the process of being removed by Robert C. Johnson, RLS. This should be ofno concern for DHItS in the issuance ora septic & well permit for t~is project. If you require additional information, please conlaet us. Sincerely, Robert C. Cowan, P.E. RCC/jhm Enclosure 17034 NORTH EAGLE RIVER LOOP * SUITE 204 · EAGLE RNER, ALASKA 99577 J.H,Id. R.C.C. 6-22-00 1 OF' 2 DESIGN CRITERIA: s~uc?u,£s. ~c~. o, ~c~,~,~ g~i~g 4 BDRM = 600 GPD ~ ~-BUILT S~ ~WN ~: ....- SOI~ = 1.2 GPD/SO.~. , ROBERT C. JOHNSON ~ ~z~cow~ Z Jz~' 600/I.2 = 500 SQ.FT. R~Q D. n 6 ~ RES~B*~ ~ mE TRENCH CRITERIA: ~o ~,,~ ~.~..[ou,.~o s[.~ 17o~4 ~ R~R ~ ~4' EFFECTIVE ' p~[~ (~7)694-2979 r~! (goT)eR4-1211 50' LONG / : P~S[D I J ~ ~ WiTH LESS THAN S.~_O~ ..... / / q OBT~TIU~ L~TES .' / X.~. .~,.~ ,.~.,o.x ~ ~ ~,*~ ,,/.,, ,I.H.M. ! R.C.C. [ 6-22-00 [ 12 OF ~' / ~o,~ - ,.~ ~,/~.~.. - ,o~ ~. ~o.~o~ ~~~-~ ~ / ~oo/~.~ = ~oo s~.~. ~q D. ~ ~ ~ ~Po~sm~ or . ~ ~ ~. TRENCH CRITERIA. ~c~ ~ ~ ~ 5' DEEP CON~U~ON. / ~ CO~OR IS REQUIRED PROPOSED · , . .~ / /.7 )POSED / ~R :o .~ ,,< .GALLON ~ I I =~ U DOUBLE ' =~ ~ CLEANOUTS 3 TANK / INSTALL ~~_~ . I ALL PORTIONS OF SYSTEM WITH ~SS THAN 5,5' OF COVER REQUIRE INSU~TION, PEIIFORMED FOR: MLmlclpalily ol Anchorage DEPARTMENT OF HEAL'I'll & IIUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST 4- 5- 6- 7- 8- 9 10 II- 12 13 14- 15- 16 17 18 19 20 SLOPE SITE PLAN WAS GROUNU WATER ENCOUNTERED? DEP'[II? pO Moailmin§? _ I~ ~' Dala: PEflCOLAIlOt~I RA1E 4 (mmuleumchJ I'ERC IIOI. E DIAt',IEIER (M 1ES1 RUN I)ETWEEN ~-- FI AND "~ Ici COMMENIS ROBERT C. COWAN, P.E. CML ENGINEERS (907) 694-2979 FAX (907) 694-1211 ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS REFERENCE: Lot 3, Block 2, Paxkside S/D May 30, 2000 GENERAL: The scope of this project includes the installation of a 1250 gallon septic tank and a new trench to serve the proposed four bedroom residence located on the referenced pmpen'y. 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 DeparUnent for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Depa~hnent. SEPTIC TANK INSTALLATION: A septic tank is to be constructed by a certified 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 * SUITE 204 * EAGLE RNER, ALASKA 99577 Page 2 Lot 3, Block 2, Parkslde May 30, 2000 All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. Septic tanks installed with less than 4 fl. of cover shall bc 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 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 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 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, Perkslde May 30, 2000 MINIMUM MATERIAL SPECIFICATIONS: 1. Any septic tank proposed for installation must be constructed by a Municipal approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: T_vpe 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 waterlight couplings (Caulder, Femco, or equal). A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leaehfield 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 2, Pllrkslde 8/D May 30, 2000 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