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Home My WebLink AboutSEACLIFF BLK 1 LT 18Aeacliff Block 1 Lot 18A #011-221-19 Municipality of Anchorage � ;_ i 11 �,� ,- - I r.. 1 F� 3 On -Site Water and Wastewater Program • (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT -,i1,' 'L> f= OSP141204 011-221-19 Permit Number: PID Number: Dwelling: ❑■ Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ❑ New 0 Upgrade Name: James Misko ABSORPTION FIELD ❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address 9138 Arlon #A3 881 Anchorage, AK 99507 ❑■ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 3 GPD/SF Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot Seacliff 1 18A Fill added above original grade Ft. Gravel length Ft. Township Range Section Gravel width Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line FtZ Ft. Well >100' NA NA NA NA TANK ■❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Tank Capacity 1 1,000 Gal. Surface water >100 NA NA NA Material Steel Number of compartments Two Lot Line >5' NA NA NA NA Foundation >5' NA NA NA LIFT STATION Manufacturer Capacity Gal. Curtain Drain None Noted RemarksOnly the Septic Tank Replaced Under Pump on level at in. Pump off level at in. High water alarm at in. This Permit. Exisiting Septic Tank Decommissioned in Accordance with Pump make and model Electrical Inspections performed by Municipal Code. PIPE MATERIAL House to tank D3034 Tank to drainfield D3034 Installer G&S Excavating Drainfield CO/MT p 034 Inspector MEA BENCH MARK (Assumed elevation) 100.0 ft Inspection15` 6/30/14 6/30/14 Location and description 2nd es: a'° 4th Garage Slab. COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL =,Wq 1p#® A, Conditional Approval: Date JW '�.•'• •'• 49 rHe e ease.t%.•••e a �� a.......seoego -.MICHAEL E. ANDERSON . Q__ d CE - 4381 Ar ��1`�ii"',C�a p�44 10 �QFE t N �� Approved l�C1U7��Cy Date �>>��ga�� Inspection Report_9-1-12.doc PID No.: 011-221-19 Municipality of Anchorage Page 2 of 3 DEVEOPMENT SERVICES DEPARTMENT Permit Number: OSP141 4700 Elmore Road Anchorage, AK. 99519-6655 — 343-7904 SEACLIFF SUBDIVIS LOT 18A, BLOCK 24,943 S.F. IS" ION rs Three Bedroom Home Home I A I B S1 135.8119.7' —— f25.0' S238.2 Existing Septic Tank Abandoned in Accordance with Municipal Code. Drawing Not Completed From a Surveyed As Built. Locations are Not Exact. * W05 " 07 00 �54 fisting 13' x Absorptlon Pit K I PLAiN AS BUILT SCALE 1' = 40' Rxermus, SV — Septic Vent CO — Clean Out MT — Monitor Tube TH — Test Hole NO W111 ��AMSN MICHAEL E. . ANDERSON No. CE -4381 zZ*,-Al -PUFESSV�V Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report Permit Number: OSP141204 � UU (0 F�datlng /In,,Flnished Ground round 2' Irmto on 1,000 Gallon Septic Tank X7.2 %7.0 Tank Only Replaced Under This Permit. Existing Tank Decommissioned in Accordance with Municipal Code. SEACLIFF SUBDIVISION LOT 18A, BLOCK 1 PROFILE AS -BUILT No Scale Page 3 of 3 PID No. 011-221-19 On -Site Water and/or Wastewater System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP141204 Tax Code Number: 01122119000 Work Type: SepticTank Upgrade Permit Effective Dates: June 27, 2014 to June 27, 2015 Design Engineer: ANDERSON ENGINEERING Subdivision: SEACLIFF Site Legal Address: SEACLIFF BLK 1 LT 18A G:2424 Owner/Address: MISKO JAMES A & PATRICIA M 9138 ARLON STSTE A3 881 ANCHORAGE AK 995070000 Site Mailing Address: 5226 SHORECREST DR, Anchorage Lot Size in Sq Ft: 24943 Total Bedrooms: 3 This permit is for the construction of: N Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Receivf Issued MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 011-221-19 Property owner(s) James and Patricia Misko Mailing address 9138 Arlon Drive Anchorage, AK 99507 Day phone Site address 5226 Shorecrest Drive Anchorage, AK Waiver Fees: _ Date of Payment: co to liq Legal description (Sub'd., Block & Lot) Seacliff, Block 1, Lot 18A Receipt Number: Permit No. of PigI7-O7 Legal description (Township, Range & Section) Lot Size 24,943 Sq. Ft. Number of Bedrooms Three (3) APPLICATION IS FOR:, APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) ❑X (w/wo ADU) Septic Tank MX Upgrade ❑X Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy M ! DBMIT A (SF and/or D) Private Well ElV SL Water Storage ❑ JUN 16 2014 THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Dis tance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or Permit/Rush Fees: 21S Waiver Fees: _ Date of Payment: co to liq Date of Payment: Receipt Number: O, 8%$ (oG Receipt Number: Permit No. of PigI7-O7 Waiver No. Permit App_; > June 16, 2014 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 18A, Block 1, Seacliff Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer The septic tank on Lot 18A, Block .1, Seacliff Subdivision has failed and must be replaced. We are proposing to replace the tank with a new 1,000 -gallon steel septic tank to serve the three-bedroom home on the lot. We are therefore requesting a permit be issued for the construction of a new septic tank to serve the home. The attached Site Plan and backup documentation identify the location and configuration of the existing septic system and the location of the new tank. Also identified on the plans is the existing water service on the lot. The subdivision is served by the AWWU water system. The existing tank on the lot will decommissioned in accordance with Municipal Code. The drainage patterns on the property will be maintained after construction. The ground surface on the lot slopes to the southeast at a 3% grade in the area of the new tank. The tank will be placed in the same location as the existing tank at nearly the same elevation. It will then be tied in to the existing service line. The tank will be constructed and placed in accordance with Municipal requirements. If the tank is constructed in accordance with our design the following statements apply: The tank, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. 2. The tank, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. 3. The tank, if constructed as designed, will have no adverse impact on reserve Lot 18A, Block 1, Seacliff June 16, 2014 Page 2 of 2 space, either surface or subsurface, on any lots located in the area. 4. The tank, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, Q Michael E. Anderson, P.E. Attachments /49th MICHAEL E. ANDERSON . No. CE -4381 \ <cI S EACLOTLI18A,FF SU BBD�ICK ION 24,943 S.F. 10 0.0 O \ `•Gbit' Fos@ �\ Me'r 0 a_ xis& 13' x 1 LOT 17A a ` . w,a,rox At <isf N Three Bedroom O Home ^] ry hry co(2) n, LOT 19 ,00 Abandon Existing Septic Tank ryry in Accordance with Municipal Code. Place New 1,000 2 Gallon Septic Tank in Some Location. Place Foundation Cleanout and Two Post Tank LEGEND Cleanouts. SV — Septic Vent CO — Clean Out MT — Monitor Tube Ng23j3 TH — Test Hole 0 X00 00 NOTE: Subdivision Served by Municipal WatAdjacentSepticSeptic Systemsstem. No . with ..��P�� OF 444% i C� ' ♦j %....' ..49th. l'.1 '.... SITE PLAN '.:fir, MICHAEL E. ANDERSON j �1'ti8N SCALE 1' = 40' ♦♦1��' �....7„.�� •`� GRAB HD!l Gi zww , ER ANCHORAGE AREA BOROL-,,: DEPARTMENT OF ENVIRONMENTAL QUALITY 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279.8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM N LOCATION SEPTIC TANK: MAILING '_ ADDRESS i1" �� / z/� / PHONE �y _ 0 LEGAL DESCRIPTIO ` � � { (J NUMBER OF DISTANCE FROM WELL �C��I MATERIAL = -( -t-� _ axe 1 -COMPARTMENTS— LIQUID OMPARTMENTS LIQUID CAPACITY )00k,'' GALLONS. INSIDE LENGTH INSIDE WIDTH SEEPAGE SYSTEM: SEEPAGE PIT: LIQUID DEPTH NUMBER OF PITS OUTSIDE DIAMETER OR WIDTH � , LENGTH / DEPTH { (t�� - 4\�-L BUILDING FOUNDATION LINING MATERIAL 'x �`' �'� ` �'-"'� .DISTANCE FROM WELL - r NEAREST LOT LINE 1 �-1 TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) SQ. FT. TILE DRAIN FIELD. DISTANCE FR/NES__ LC NUMBER OF L ABSORTION AREA DEPTH: TOP OF TILE TO FINISH GRADE WELL: LOT LINE DISTANCES: FOUNDA STANCE BETWEEN LIN TYPE NEAREST . SEWER LINE >M1 NEAREST LOT L TRENCH WIDTH TOTAL LENGTH OF LINES- -IN. INES _IN. TOTAL EFFECTIVE SQ. FT. LENGTH OF EACH LINE DEPTH tOr-FILTER MATERIAL BBEENEATH TILE IN. ABOVE TILE DISTANCE FROM WATER DEPTH BUILDING FOUNDATION. SAMPLE , NEAREST SEPTIC SEEPAGE OTHER TANK , SYSTEM , CESSPOOL , SOURCES_ DIAGRAM OF SYSTEM DATEAPPROVED\<' \` -- I G.A.A.B. GREA'1,Gri 'ANCHORAGE AREA BOR r,,.(H DEPARTMENT OFEENVIRONMENTf�TQU ALIT -IV, PERMIT NO. @� ('O (j U" R ftbAET'G, f A1CH 65O - e A'JI P AGE Ai I KA TELEPHONE 7.79-858'6 IlEvSEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT NAME OF APPLICANT - 4�'��IMAILING ADDRESS _ PHONE INSTALLATION LOCATION" • C/1Z��~l�P��" -- LEGAL DESCRIPTION CSI_ INSTALLATION OF: SEPTIC TANK SEEPAGE PIT__ DRAIN FIELD _� OTHER , TYPE AND SIZE OF FACILITY TO BE SERVEDTO BE BE INSTALLED BY e SOIL TEST RESULTS ��R rj%Trw&THIS k as COMPLETION DATE ANTICIPATED o PIP FINAL INSPECTIONL 24 HOUR NOTICE REQUIRED.r_AG1tFILLING OF ANY ` �;. HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT'TO PROSECUTION. AMCCtPPl nY (')nrYP-t P. SEPTIC TANK SIZE TYPE SEEPAGE AREA SI FI +Cri MINIMUM DISTANCES, REQUIREMENTS 5 ft. FOUNDATIONTOSEPTIC TANK 11EI;iGE FOUNDATION TO SEEPAGE PIT 20 ft, DRAIN FIELD SEPTIC TANK TO SEEPAGE PIT WALL ; " SEPTIC TANK 5 ft• SEEPAGE PIT 20 1t' DRAIN FIELD 10 ft. TO NEAREST LOT LINE. 'y/� WELL TO SEPTIC TANK—1_—`�� `"��1VE F E PLT ' DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK 10 ft* SEEPAGE PIT 10 fte . DRAIN FIELD 10 ft. . SEPTIC TANK, 25 ft', SEEPAGE PIT 100 fte . DRAIN FIELD 50 ft. TO RIVER LAKE STREAM. IT IS NOT VALID WITHOUT SOIL TEST J/ INSPECTION BY THE erl '790' SYSTEM 4" CAST IRON SEPTIC SEPTIC PIPE HITH AIRTIGHT CRIB I Na'L CAPS 1 CAST 1RG:L__J- LnYei � CAST IRON I6T0 UIIDISTU%ED SOIL I45,-a I_- �—'15' i NINI HU}I I HINIHUH C I required van -never line crosses under drivexay. ' N7GL':Ulf CI.L ' -�I S1Atf C'F CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION S FEET INTO UNDISTURBED SOIL. I0n 50' PIITTK- I- too' 0 SEEIR LINE- 10' 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT ', -_1_PUBLIC FITTED WITH AIRTIGHT REMOVABLE CAPS. TO TASK- e0" ' T9 ['IT- 120' Nos :EB I.1n, 40• BACKFILL 4n' -ea' ONLY GRAVEL CAS: IRON SEVER CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. I'III:L Ic TO TAIIK- 200' 10 PIT - 200' ONLY 'A'T IROII SEVIER ' 100 •. NO SOURCE OF� _ HEALTH AL1TH ITY e"'-AWNATION O LICENSE D IGNER I CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAG DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. DATE APPLICANT'S SIGNATUR RAVEL BACKFILL I AROUND CRIB. (CRIB 4' HININUH A.BOr EWATER- TABLE) 4 INCO sLztR ur,E. _ CCNSIDFR ARCA HELLS. SEEPAGE PLT F.XCAF'LTIOU BASED ON _•F F.LL '� • SOLI. TEST. CAST IPOII, 'I I']PE 5 u:rO eH'_ " NISTUP.r.ED SOIL , \ NAREA BOROUGH Grade: V -per lCO' or 1/4' p r fon. except 10' preceedi NOOSE tank d tha. should not exceed 6' per 100 on flat to rains. SEPTIC TAI: -�I/ 4 RICH CASTMEN SIPHON PIPE �SCEPAGE PIT CRIB GRAVEL UACKFILL H`\U INUH NO. 28.68 AND THAT THE ABOVE