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Home My WebLink AboutPROSPECT HEIGHTS #1 BLK 2 LT 24inspection keport_1-1-12.00c Municipality of Anchorage Community Development Department Page 1 of 2 On-Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP141482 PID Number: 015-091-21 ❑ New 2] Upgrade Name: JOHN & JAYNIE ALEXANDER ABSORPTION FIELD El Deep Trench 0Shallow Trench ❑ Bed ❑ Mound Address 9601 SLALOM DRIVE ❑ Other Phone Number of Bedrooms Soil Rating ITotal depth from original grade 4 1.2 GPD/SF 3.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 1.0 FL Gravel depth beneath pipe 2.OFt. Subdivision Block Lot PROSPECT HEIGHTS #1 2 24 Fill added above original grade -- - -- ------ --- --2.0 Ft. Gravel length ------- ----- _ _ --2@F40-Ft. Township-- ---- - _—.__ . -----Range---------Seetion - --- Gravel width 5.0 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 400 Ft2 2 10Ft. Well 100+ 100+ N/A I N/A 25+ TANK El Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Tank Capacity 1250Gal. Surface Water 100+ 100+ N/A N/A Material Number of compartments Lot Line 47.2 74.0 N/A ( N/A STEEL 2 NA Foundation 10.6 99.6 N/A N/A LIFT STATION Manufacturer Capacity Curtain Drain 50+ 50+ N/A N/A Gal. Remarks Pump on level at in. Pump off level at in. High water @farm at in. Pump make and model Electrical Inspections performed by Installer PIPE MATERIAL House to tank 3034 Tank to 3034 drainfield ISAAC_ Drainfield 3034 CO/MT 3034 Inspector Pannone Engineering Services BENCH MARK (Assumed elevation) 990ft Inspection5, dates: 1 5/8/15 2nd 5/30/15 Location and description 3 d 4d, House Trim near foundation cleanout COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp �� A. Conditional Approval: Date ,® ��G 1A,, y �� Steven annorae k &WA C � _ ,9 CE 8149 Approved Date /� 215r. inspection keport_1-1-12.00c DESIGN PARAMETERS -W W -'� WATER LINE / / \980 PRIMARY SEPTIC SYSTEM OU WELL RADIUS FABRIC O� O O o U NO. BEDROOM: 4(600 gpd) —SS sS NEW SEPTIC TANK -SIZE: 1250g - — - ABBREVIATIONS i w PERC RATE: 2.6 MPI EL� fFILTER � 0 DRAIN PIPE SOIL RATING: 1.2 GPD/SF TH TEST HOLE 4.0 AREA RQD: 500 SF (P) PROPOSED REDUCTION FACTOR: 0.7 (E) EXISTING / ADJUSTED REQD AREA: 350 CO CLEAN OUT NO. T" I - / :. / / SYS. TYPE: WIDE TRENCH 2.0'ED MT MONITOR TUBE NO. / TRUF/NORTH A' SCAL Y= 5,0' MIN LENGTH: 70 LF TYP TYPICAL 98/3 USED: (2EA)40.OLFx5.0'Wx2.0' E.D., 3.0' TD TOTAL AREA: 400 SF \ C3 M M3 /J IN(ABSORPTION M 2EA) OLFx5.0'Wx2.0 ED,3.O'T.D. T"� W/ COs AND MTs AT ENDS & 2" \/ M1 / R.I. OVER FIELD Cl/74.0 \ M2 \ 24 // C2 140TE: EXISTING SYSTEM , / FS AB NDONED PER MOA CODE , 119. / INS T (LED 1259d SEP IC TANK 77 / W/ DCOs BEF RE 8; AFTER TA,K / r(NO FS BEFORE FIELDS / WELLIf / / / I 103 DRIVEWAY / / I / B D t 47.2 A 71 -m m /, / /. / / /I I 1 1 4 0 W o 5 w F- 0 0 z z w w W o m m a D �' m I D OU J J U U FABRIC O� O O o U 0 0 /, / /. / / /I I 1 1 4 0 W o 5 w F- 0 0 z z w w W o m m a D �' m I D OU J J U U FABRIC O� O O o U 0 0 W z DRAIN ROCK 6" ABOVE PIPE INV i w EL� fFILTER � 0 DRAIN PIPE 2" R.I. m ci 4.0 FG EL.982.0 _ OG EL.980 TH1 1.0_OR 1250 g SEPTIC SM 985.4 TANK (N) 985.2 4 4. aa.o SM 979.0 .0 21 OCT14 PROFILE S9 = SCALE: 1"=10' 9. NOTES: PANNONE ENG SVC, LLC P.O. BOX 102954 ANCHORAGE, AK 99510 ,G of �'��•" •'••. •' Date o8�28�2017 RECORD DRAWING PHONE (907) 272-8218 FAX (907) 272-8211 *•� ....... ... '. I Scale 1" = 50' P.I.D. NO PROSPECT HEIGHTS #1 132 L24-091-21 •' ' JOHN & JAYNIE ALEXANDER }everi'I�:'I�anriaie PERMIT NO. DRAWN JRL 9601 SLALOM DRIVE CE 8149 REv:10/zs/zo OSP141482 Sheet SITE PLAN ANCHORAGE, AK 99507 j, 2OF2 '-~,D¢:gaJ, me:.'t ofEnv;rom;-:':-:-:z -~c'l~-j~ %, R ANCHORAGE AREA BOROI~'~I~-\ ~SO0 Tudor F~oc~ct. I:oo~c: ~!~ .... ,. '~HE~.!.'~.H~DE:-R.'A:~TMEN~ ~..,.~..~. zac~a ~ ss~E-'..-'S~~:~-~,~i~'4~''.;~;~.'::,:'~: '--~--, ..... ~, INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM N? 947 ADDRESS SEPTIC TANK: DISTANCE FROM WELL LIQUID CAPACITY GALLONS. MATERIAL ~/7/_GL~. NUMBER OF COMPARTMENTS INSIDE LENGTH INSIDE WIDTH.. DEPTH SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS OUTSIDE DIAMETER OR WIDTH LINING MATERIAL ~,~ ~"'~' ~/~"'~ > ~.~/c/;~~ /~_.~.~..7~z,~./~ DISTANCE FROM WELL :~/ .~. NEAREST LOT LINE ~ ~ ~/~' TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA} LENGTH 1('~'/, DEPTH 6~/ BUILDING FOUNDATION: .~~ (~'~ ~'~ ~ ~ ~ FOUNDATION DISTANCE FROM WELL ~ ' ~~ . NEAREST LOT LINE. NUMBER OF LINES DISTANCE BETV~E~'~N'~L-INE~_~ TRENCH WIDTH ABSORPTION AREA SQ. FT. LENGTH OF EACH LINE. DEPTH: TOP OF TILE TO. FINISH GRADE WELL: TOTAL LENGTH OF LINES. IN. TOTAL EFFECTIVE DEPTH OF FILTER MATERIAL BENEATH TILE ~"~'~IN~. ABO.V_E TILE LOT LINE TYPE .~-;-/~'-~ ,~ DEPTH , _ ./,/. /.//_ NEAREST ~.z.~ SEPTIC SEWER LINE. ~:Z'~ . TANK_ DISTANCE FROM BUILDING FOUNDATION. ~;~f"~ '"~' WATER ·SAMPLE , NEAREST ~ / SEEPAGE ~,, ~ / ~"b~'- SYSTEM /'/'-'~ , CESSPOOL /1.~.?/~.:;~- OTHER , . . , SOURCESX'2//~.:.f.j/ DIAGRAM OF SYSTEM ',' , ,./'~¢~/ GREATER ANCHORAGE AREA BOROb,JH I DEPARTMENT OF ENVIRONMENTAL QUALITY · 'IvY 3 PERMIT t {~ J~/ ~ 500 TUDOR ROAD POUCH 6-650 ~;'~ SEWAGE DISPOSAL SYSTEM -- APPLICATION AND PERMIT INSTALLATION LOCATIO. -- TYPE AND SIZE OF PACILITY TO BE SERVED FINANCED THROUGH . COMPLETION DATE ANTICIPATED TO se INSTALLED BY , OTHER NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION, SEPTIC TANK SIZE TO NEAREST LOT LiNe. WELL TO SEPTIC TANK DRAIN FIELD WATER MAIN TO SEPTIC TANK DRAIN FIELD SEPTIC TANK, _ SEEPAGE AREA SIZE . ~ TYPE MINIMUM DISTANCES, REQUIREMENT¢;..: / FOUNDATION TO SEPTIC TANK FOUNDATION TO SEEPAGE PIT. C--~"~) / ·~RAIN FIELD. SEPTIC TANK TO SEEPAGE PIT WALL ~/~ SEPTIC TANK _ '~-~---( / , SEEPAGE Pit ~)- , DRAIN FIELD / o SEEPAGE PiT ALSO CONSIDER AREA WELLS.// SEEPAGE PIT , SEEPAGE Pit , , DRAIN FIELD TO RIVER, LAKE, STREAM. ~ROi~ INTO A~__~ND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET iNTO UNDISTURBED 4 I~E~ C~$T i~Ol~-$~:d~lPES ON SEPTIC TANK AND SEEPAGE Pit FITTED WITH Airtight REMOVABLE CAPS. GRAVEL BACKFILL CONForm TO BOROUGH REGULATIONS REGARDING INSTALLATION. LICENSED ~ES~I 'HER DATE '~7'~/7~ APPLICANT'S SIGNATUR DIAGRAM OF SYSTEM NO. 28-68 AND THAT THE ABOVE ,. ~ .ER ANCHORAGE AREA BOROU '~'~ ~ DEPARTMENT OF ENVIRONMENTAL QUALIiY CASE 3500 TUDOR ROAD ANCHORAGE, ALASKA 99502 Performed For ~/ /~,~/~¢e/-~ Date Performed Legal Description: kot~ BYock ~ Subdivision~d-~///~ This Form RePorts Soils Log_.~ ' Percolation Test ~eDth Feet Soil Characteristics Was Ground Water Encountered? If Yes, At what Depth? Reading Date Gross Time Net Time Depth to H20 Net Drop ~ Hinute Proposed Installation: Seepage Pit / Drain Field Depth of Inlet 'Depth To Bottom Of Pit Or Trench CO~NTS; . Test Performed By ./~/))c.~'.~ ~.o~4// Data Certified By: Fl~ f~. FOSS DRILLING Anchorage, Alaska 9950! ~'~ET oP oP~DO~. ~2& o~ ~Y~ 7-'/.~, ,,~ ~ % -3./~ ~ . . PUMP TO.BE SET AT -- to ' - to_ - to__ . to. _ to_ i:AUNICIPALIYY OF ANCNOI~AQ~ Z . Ei~VIRONMENTAL PROTECTION lop ~ cEEEELV~P -- to~ ~t 0,, . to.. _ _t o_ ____t O_ ~L~J~%!;.~ 7f~:? "~ ~ }PJNICIPALITY OF ANCHORAGE DIVISION OF ENVIRONMENTAL HEALTH · DEPARTMENT OF HEAJ~TH AND ENVIRONM~ENTAL PROTECTION ~ APPLICATION FOR h]EALTH AUTHORITY APPROVAL CERTIFICATE ~ ~.~ra~ information Application Date 9-6-84 Legal Description (include lot, block, subdivision, section, tov~aship, range) Lot 24, B~I<. 2, Prospect Hts. #1 Location (address or directions) Slalom Drive (b) Applicants Name Joe Ravenel Telephone - Home ~81-3278Business 454-4470 Realty World - WashinRton Regional Center Applicants Address 30] 1]6th Ave. S.Eo. Suite 5~0. Bell.er e: W~b~ (c) Applicant is (check one) Lending Institution ~; Owner/builder ~ Buyer ~ ; Other ~ (explain); (d) Lending Institution Telephone Address (e) Real Estate Co. & Agent REMAX Properties Address Telephone (f) Mail the H~ to the following address: Realty World - Washington Regional Center 301 Illth Ave. g.E. R,ite 5Ag, n~98004 Attn: Joe Ravenel 2o T__ype of Residence Single-Family~ Number of Bedrooms 3. Water Supply Individual Well~. Multi-Family~--~ 4 2702 Gamble gtreet~ Anchorage, Alaska 276-276] Other (describe) 99503 Community~--] Public~-~ Note: If community well system, must have'written confirmation from the State Department of Environmental Conservation attesting to the legality and stat~s. Sewage Disposal Onsite .~. Public ~-~ Community ~--~ Holding Tank ~--~ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. [Page 1 of 2] 5. Engineering Firm Providing Inspections, Tests, File Search, Data and Information As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that, based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regula- tions in effect on the date of this inspection° Name of Firm Ocean Technology, Ltd. Telephone 248-3822 Address 2502 W. Northern L~ghts Blvd., Anchorage, Alaska 995~ - ..... Date 9-6-84 P~ D~EP Approval ~-~ . /' Approved for /~qZ, 'Z' bedrooms By:~,~ Approved :~ Disapproved Condition~ __ Terms of Conditional Approval CAUTION THE ~JNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION (DHEP) ISSUES HEALTH AUTHORITY APPROVAL CERTIFICATES BASED SOLELY UPON THE REPRESENt- ATIONS GIVEN IN PARAGRAPH 5 ABOVE BY AN INDEPENDENT PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF ALASKA. THE DHEP DOES THIS AS A COURTESY TO PURCHASERS OF HOMES AND THEIR LENDING INSTITUTIONS IN ORDER TO SATISFY CERTAIN FEDERAL AND STATE REQUIRE- MENTS. EMPLOYEES OF DHEP DO NOT CONDUCT INSPECTIONS OR ANALYZE DATA BEFORE A CERTIFICATE IS ISSUED. THE MUNICIPALITY OF ANCHORAGE IS NOT RESPONSIBLE FOR ERRORS OR OMISSIONS IN THE PROFESSIONAL ENGINEER'S WORK. (DHEP SEAL) RR4/ej/D18 [Page 2 of 2] 7-19- 84 A® MLrgrICIPALITY OF ANCHORAGE (MOA) HEALTH ALrl~.ORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION APR 1 7 RECEIVED Well Classification ~I"A _. ~ v~ ~ If a~ B, c~ C, D.E.C. Approved(__Y/N) Well Log P~esent (Y/N) ~> Date Complet~e$ l~ Yield Total Depth_. tOI' Ca~d t~~~pth of G=outing~uN[fN() Static Water ~1 ~ ~1 ~ ~t At ~3 Casing ~ight ~ Ground ~ j~ ~ Electrical Wiring in Conduit (Y/N) ',(~G Sepsazation Distances f~om Well: ~w/~ To Septic/Holding Tank on Lot q~C~I ' TO Nearest Edge of Absorqption Field on Lot I~ ~ To Nearest Public Sewe~ Line ~ A~_~-\. ~ Cleancut/Manhole_:_ ~h~/~. To Nee/rest Se~r Service Line on Lot Water Sample Collected By ~ ; Date ~l~ ~ 1~ ~ ~,~, Water Sample Te~t Results __ .~gk-12i~ ?/kC ~)'~f> iI~ <? Comments Sanitary Seal on Casing (~% ' Depression A~ound Wellhead ~ ; On' AdjoiniJg Lots I ; On Adjoining Lots To ~earest Public Se~r SEPTIC/HOLDING TANK DATA Date Installed ~ . ~ ~.~ Size I ~ O ~- ,~ , No. of Cc~0a~tmsnts ~ Standpipes (Y/N) x~. Air-tight Caps (Y/N)~Z?_~.~ Foundation Cleanout (Y~~ Depression over Tank (Y/N)~C~ Date Last Pumped c~ ~ l~'/ - r~zl,~ Pumping/Maintenance Contzcact on File ~~ fo~ ~Q/~ ~ Holding Tank High-Water Alarm (~Y/N) Separation Distances f~om Septic/}{. olding To Water-Supply Well. ~,~(~ 1%/ ~/~ TO P~operty Line ~W~; To Water Main/Service Line Temporar~ Holding Tank Permit !,Y/N) Tank: To ~ilding F~ndati~ ~ I TO Dis~sal Field_ ~ ( ~ ~ To S~e~, ~nd, ~e~' ~ ~jor ~aina~ Con~ents [Page 1 of 2] 2~15~84 C~ ABSORPTION FIELD DATA Soils Rating in Absorption Strata ~ Date Installed 1 q ~- Width of Field I~I Square Feet of Absorption A~ea ~l.~. Type of System Design Length of Field /~ ~ Depth of Field ~ I Gravel Bed Thickness ~, Standpipes Present (Y/N) Depression over Field (Y/N) ~(~) . Date of Last Adequacy Test Results of Last Adequacy Test g~%3~ ~?gq~'.,~f'~ Sepa~ation Distance from Absorption Fie. ld: To Water-Supply Well I! ~Q~ To Property Line ~.'~ To Building Foundation ~' To Existing or Abandoned System cn Lot ~,,!~) i~ ; On Adjoining Lots To Water Main/Service Line ~! /i-~ To Cutbank(if present) To Stream/Pond/Lake/o~ Majo~ Drainage Ccurse To Driveway, Parking Area, o~ Vehicle Sto~age A~ea Co~nts D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes(Y/N) Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles du~ing Adequacy Test. Meets MOA C~nts ** Check Permitted Bedroom Rating Against HAA Request .verified, o~ conformed to all MOA HAA ~Gg~!~'.% in effect on the ~1/dS/s ~ ~ ~,.~ [Page 2 of 2] 2-15-84 ISAACS PUMPING SERVICE (Norm Tibbetts, Owner) 62,18 Quinhagak Street ANCHORAGE, ALASKA 99507 Phone 563-3300 C.'.