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HomeMy WebLinkAboutVALLEY VIEW ESTATES #1 BLK 2 LT 7Onsite File Valley View Estates #1 Block 2 Lot 7 #050-521-53 Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP211491 PID Number: 050-521-53 Dwelling: X Single Family (SF) n with ADU n Duplex (D) E] Two Single Family Project: El New X Upgrade Name Ken and Kathy Jones A SORPTION FIELD El TrTrench n Wide Trench F1 Bed n Mound Site Address 26212 Berryhill Rd Eagle River 0 Other Phone Number of Bedrooms Soil Rating Total depth from original grade I 3 D/S F Ft. LEGAL DESCRIPTION Depth to pipe invert from original de Gravel depth beneath pipe Subdivision Block Lot Valley View Estates #1 2 7 Ft. Fill added above original grade Ft. Grbwl length FL Township Range Section Gravel width Ft. Beds: Number of Lines Dist - a e between lines Ft. SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between t?hes From Tank Field Lift StationTank 1 Line Ft2 Well 82- NA NA NA NA TANK 9 Septic ❑El S.T.E.P. Holding F-1 Other Manufacturer greet Capacity 1250 Gal. Surface Wate r 1>100'1 NA NA NA Material Number of compartments Lot Line j >10'1 NA NA NA NA plastic 2 Foundation �>10'1 NA NA NA LI ET STATION Manufacture . Capacity i Remarks Gal. Alarm location ElectricaMns,11". Installer PIPE MATERIAL House to tank 3034 dTank to rainfield 3034 Territory North Drainfield 3034 CO/MT Inspector Curtis Townsend BENCH MARK (Assumed elevation) 100 ft Inspectes:tion 1`'`2 t 6/15/2022 7/20/2022 dand Location and description Ta 4m top of septic tank manhole riser ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date - _N -�' P;_9 NAA lk� 4 -k — ---------- — ----- K Date . Me Septic S Approve Datet--Z-1 Z1�42_ 1 i;/� - No Ell 1W PROFESSO' Note: this approval does not include well permit requirements. 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Z < CO LLJ m -�e C\l LL 0 z 0 U) M V z C) W LO 0 CL 0 C) 0 w F- < < < C) ,J) N U) ui < Z W U) Lli Lij Z w 5; > W a) w a� (D CN Lot 25' DRAINAGE EASEMENTS 0 10 25 50 100 Im SCALE: 1"=50' PLOT PLAN AS BUILT X SCALE_ 1 " = 50� GRID SW 0263 Project No. Associates, � 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & A S S o c (a t e S g inc. (907) 522-6476 Phone �o�p�pop Professional Land Surveyors keno 5gsury y5 Fax �/ kenQlan surve com jonothan®longsurvey.com I hereby certify that 1 have surveyed the following described property: LOT 7, BLOCK 2, VALLEY VIEW ESTATES — ADDITION No. 1 (PLAT No. 74-191) Anchorage Recording District, Alaska, and that the improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the surveyed premises and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. 122 Dated this the 1 � Day of—��?�-'�= r, at Anchorage, Alaska 0 005 It is the responsibility of the owner to determine the existence of any easements, \ covenants, or restrictions which do not appear on the recorded subdivision plat. 71 '* 49TH y� KENN H LANG o 0 �FPFo' ..LS— 440�601? AECC963 :TAIL V Lot 4 Lot 7A MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP211491 Effective Date: Work Type: SepticTank Upgrade Expiration Date cO C-7777= Department 1/31/2022 1/31/2023 Tax Code Number: 05052153000 Site Legal Address: VALLEY VIEW ESTATES #1 BLK 2 LT 7 G:0263 Site Mailing Address: 26212 BERRYHILL RD, Eagle River Owner: JONES KENNETH M & KATHY Lot Size in Sq Ft: 87120 Design Engineer: EKLUTNA ENGINEERING, LLC* Total Bedrooms: 3 This permit is for the construction of: ❑ Disposal Field ✓❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 1,5.65 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 shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: 1 � Z Z_ Date: Issued By: K.Qi{%'(,{'ItA Date: 1/31/.202 EMT I�D�/ r P.O. Box 196650 ! 4700 Elmore Road Anchorage. Alaska 99519-6650 ® (907) 343-7904 e Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Department On -Site Water and Wastewater Section Waiver#: OSV221007 COSA#: Permit#:OSP211491 PID#: 050-521-53 Legal Description: Valley View Estates #1 Block 2 Lot 7 Engineer: Eklutna Engineering Applicant: Kenneth & Kathy Jones n \ L)c p,ntment Your request for a waiver of the required 100 feet horizontal separation from the septic tank to the private well has been approved. The approved separation distance is 82.0 feet. See engineer's waiver request for justifications. This is a reissuance of the waiver, originally granted in 1979. This waiver approval applies to the proposed septic tank only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. ■■mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm a mmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmmm� Waiver is Granted: X Waiver is not Granted: Date: oZ OZ 2 Approved by: A"" --(�a� Name of Reviewer ■mmmmmmmmmmm■amm■mmmmmm■mmmmmmmmmmmm■amm®mm■mmmmmmmmm■■mmmmmmmmmmmmmmmmmmmmmmm� ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 050-521-53 Property owner(s) JONES KENNETH & KATHY Day phone Mailing address 26212 Berryhill Road Eagle River AK 99577 Site address 26212 Berryhill Road Eagle River AK 99577 Legal description (Sub'd., Block & Lot) VALLEY VIEW ESTATES #1 IBLK Legal description (Township, Range & Section) Lot Size 87,120 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: ([D all that apply) Absorption Field F-1 Initial ❑ Septic Tank Upgrade Holding Tank ❑ Renewal ❑ Privy ❑ Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: 2 LT 7 ,j-Y-RE­O.F_E L L I N G: (-,--.._Single-Single Famil'(SF) El 9w =woDU) Duplex (D) ❑ Multiple Dwellings 0 (SF and/or D) Distance: 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 authorized agent) L / /'V 2-- Z � Permit/Rush Fees: 9,225, Waiver Fees: Date of Payment: . / Q // Z/ 14 C) ( Date of Payment: Receipt Number: 05'�-78,b Receipt Number: Permit No. 05(') 11 Lf 91 Waiver No. 0%\I !;0. GAIDevelopment Services\Building Safety\On Site Water and WastewaterTorms\Client Forms\Permit Application.doc Eklutna Engineering, LLC cu rtistownsend @gma il.com January 29,2022 Subject: Valley View Estates #1 Block 2 LotT New SePtic Tank Request Septic Tank to Well Waiver Update Request osP211491 I am writing to request a septic tank installation permit forthe above referenced property' The proposed system will serve a 3-bedroom single-family residence. An engineering site plan is enclosed for your review. The homeowners desire a 1250 gallon septic tank' L. Soils. A test hole was dug to a depth of 16' in October 2O2L. Asoils log is included. lt was considered to construct a new septic field, but the existing one is adequate for this house. Z. Soil Absorption System. The existing soil absorption system, vintage 1979, is a75' x30" x 4' effective depth trench. This field is sized for 3 bedrooms. The field was tested for adequacy in November 2O2t and received 600 gallons. lt passed for 3 bedrooms. There was 0" of water in the sump. The field will not be upgraded at this time. lt was considered to justify this trench as a 4 bedroom trench. 1974 test hole 1-7 mPi 2021 test hole 3.1 mPi (17 mpi + 3.1 mPi) / 2 = LO.L mPi Application rate: 188 gPd/sf Area required for 4 bedrooms: 752 st The existing trench only provides 600 sf of absorption area. lt does not provide sufficient area to justify as a 4 bedroom system. 3. Wells. This lot and the surrounding lots are served by private water wells. MOA has documentation for these wells. For the well on this lot, there is an existing waiver for 90' on slope from tank to well and 90' horizontal distance from well to field. This waiver is recorded on the 1979 inspection report. All neighboring water wells are > 100' from the subject property septic system. 4, Neighboring Wastewater systems. lmmediate neighboring septic systems are all +10' distant from the property lines. 5. Surface Water: There is no surface water within 100' of the proposed septic tank and drain field. The proposed drain field upgrade will maintain at least 100' from all surface water and drainage ditches. 6. Topography: This property in the immediate area of the tank replacement has a slope of 37%. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211491, Rebecca Carroll, 01/31/22 A survey was performed in January 2022 and it was discovered that the septic tank on the subject property was actually 8L' horizontally away from the water well. The new septic tank can be installed a minimum of 82' away from the water well and still maintain minimum separation from the existing septic field. The septic field is measured to be a minimum of 93' away from the water well. I am applying to update the waiver request for the septic tank to well separation distance, The following justifications are provided for your consideration. Let us review the well log for the subject property to better understand the soils. ln L979, a 205' deep well was drilled on the subject property. The well log states that the soil layers consist of sand, gr:avel and boulder layerstilla depth of 50'. From 50'till 111'there are layers of clay, sand and boulders. Below 11f it is bedrock and fractured rock. The static water level was at grade in Novembe r 2021'. The top of the well casing is below grade and protected by a manhole cover. The drain in this well pit was observed to be functioning in November 2021' The ground level at the water well is at higher elevation than the septic tank on the subject property. Should sewage overflow the septic tank, it would drain downhill away from the well casing. This steel septic tank and field have been in place since 1979. The new septic tank will be plastic and will be an improvement to the existing septic tank. Water samples on the subject property were tested in November 2021,.The test results show that Coliform is absent, Nitrate is 0.33 mg/L and Arsenic is below measurable level. The existing septic tank has been in place for more than 40 years and has not had an adverse affect on the water quality. The new septic tank will be a further improvement. For the above reasons, we request that the waiver be updated for the new septic tank location. The proposed installation will not affect the future development of this or the surrounding lots. Sincerely, Curtis L. 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Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211491, Rebecca Carroll, 01/31/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211491, Rebecca Carroll, 01/31/22 Lot 6 25• DRAINAGE EASEMENTS / O O � / I M / RETAINING R� / WALL / 1N1 p,12 GRAVEL - Oh WELL Lot 4 PLOT PLAN AS BUILT X SCALE 1" _50__ GRID _ SW 0263__ Project No. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates, i n c . (907) 522-6476 Phone o00 (907) 522-4625 Fax q <�opp Professional Land Surveyors kenOlangsurvey.com o o F jonothanOlongsurvey.com I hereby certify that I have surveyed the following described property: LOT 7, BLOCK 2, VALLEY VIEW ESTATES — ADDITION No. 1 (PLAT No. 74-191) Anchorage Recording District, Alaska, and that the improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the surveyed premises and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated this the ___I- Day of �le_ti"i __, _22 , at Anchorage, Alaska It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. 49TH/ v* 4f- KENNEffi G`. .LANG o I s '. � �, 11 �'Z'L •' �i OQ4PFo''..LS-5202.-' gJOG 4pnRaFfSS10NAt- �oc 63 HOUSE DETAIL Scale: 1"=20' \ �0 FS \ QQ \ a H/ R,Qy << R S s>. q 7323E \ 434 8> \ \ Lot 7 Name: Eklutna Engineering Lab ID#: M211160 Mailing Address: 19162 Mountain Rd Date Sampled: 11/07/2021 Chugiak, AK 99657 Time Sampled: 1330 Legal Description: Valley View Estates #1 B2 L7 Sampled By: CLT Date Received: 11/08/2021 Sample Site Location: Bathroom sink Time Received: 115 3 Health Guard I Parameter Method Result Unit MRL MCL Date Total Coliforms Colilert (SM 9223B) A --- --- --- 11/0 9/2021 E. coli Colilert (SM 9223B) A --- --- --- 11/09/2021 Total Nitrate/Nitrite – N TNTplus 835/836 (Hach 10206) 0.330 mg/L 0.200 10.0 11/11 /2021 Arsenic Arsenic by ASV EPA 7063 <MRL µg/L 1.000 10 11/09/2021 Method Reporting Limit (MRL): the lowest concentration that can be reported reliably Maximum Contaminant Level (MCL): highest acceptable level in public water systems as set by EPA mg/L: milligrams per liter; 1/1000th of a gram µg/L: micrograms per liter; 1/1,000,000th of a gram Absent (A): none of this type of bacteria was detected Present (P): one or more bacterial cells of this type were detected Results Reported By: _____________________________ Patience Lynch Laboratory Analyst Reviewed By: 9131 E Frontage Rd, Ste 15 Palmer, AK 99645 (907)745-3005 matsutestlab.office@gmail.com Lynne Hill (Nov 12, 2021 11:38 AKST) Lynne Hill April 23, 1999 Jim Cross Program Manager, Onsite Services MOA-DHHS 825 L Street, Suite 502 Anchorage, Alaska 99501 Re~ Lot 7 Block 2 Valley View Estates #1, Eagle River Proposed Wellhead Modifications Ofl'O -~. t -.~'~ Dear Mr. Cross: The referenced property is served by an onsite water supply system. The owner, Mr. Ken Jones, wishes to modify the existing wellhead so that it will not extend above grade. Presently, the 6" steel casing rises out the driveway directly in front of the double car garage door. Due to the location, the 2' high wellhead presents an obvious hazard and daily inconvenience. This submittal details proposed modifications which will retain adequate source protection while removing the hazard. Attached are a surveyor's asbuilt drawing of the property, a sketch of the proposed wellhead configuration and photos of the existing hazard. The basic plan involves cutting the casing off just below grade and constructing a small concrete well pit with a gasketed cover and internal drain. The drain wilt run to and daylite within an existing drainage easement approximately 25' to the northwest. The sealed manhole lid wOuld be set slightly below grade to minimize potential contact with snow removal equipment. Thank you for your consideration of our proposal. Please feel free to call with any questions or if you require additional information. Curtis E. Holler, P.E. 98011A 4/23/99 Picture Attachments: File: wellhead.jpg -~/'71/00 / / / / / LO-I' II LOT il LOT 7 VJ ~'6 T 696. dAMES B. RODGERS Reg/stered Land Surveyor StOA Box 1618 G Anchorage, Alaska 99507 (907)~45-0927 ''~ ~' ~ DEPT. OF H:ALTH & ) .. MUNICIPALITY OF ANCHORAGE ENVIRONMENTAL PP. OTECTION ,, DEPARTIV]ENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 JUL 2 5 i979 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION T~ , N A M ~ ~ ~ ~' ~/~ ~?~- ~7~ ~ UPGRADE ~AI L~ NG ADD R ESS LEGAL DESCRIPTION LOCATION NO, OF BEDROOMS I Well I Absorption area PERMIT NO. Dwelling ~ Z Manufacturer Material No. of compartments ~ ~ Liq. capacity in gallons Inside length Width Liquid depth /2~ IF HOME.DE: ~ ~ ~,ST~NC. TO: W~. D~.~.. .ERM,~O. O ~ Manufacturer Material Liquid capacity in gallons No. of lines Length of each line Total length of lines Trench widt~ Distance between lines H/4 ~ DISTANCE TO: ~ n,qT~c m~ Building foundation Se~ Septic tank Absorption area(s) PIPE MATERIALS ~-~ ~ ~ ~'~ ~ ........ 4./ ,.X APPROVED ' ~ DATE LEGAL 72-01: '(Rev. 3/78) PERMIT NO. MIJI(I ! C 1-pAL !.Ty OF DEPARTMENT r'~HEALTH AND ENVIRONMENTAL ~'~OTECTION · 825 ~L STREET, ANCHORAGE, AK. 2~4-4720 WELL .AND O~--SITE SEI~ER PERrq I T APPL I CANT LOCAT I ON LEI-~AL KENNETH M. JONES 801 AIRPORT HEIGHTS #~9 BERRYHILL ROAD L?' B2 VALLEY VIEW ESTATES ADDI ~/ LOT SIZE 2?2-7782 SQUARE FEET TYPE OF SOIL RBSORBTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS SOIL RATING (SQ FT/BR>= t45 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: ~.EPTH= 6 LE~4I]TH= -55 [~F.'AVEL C'EPI'H= 4 THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRAINFIELD. THE DEPTH OF 8 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 MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION <IN FEET>. E:EQLI I RED SEF'T I C T'FII'-~K S I ZE= :l.~'30E'~ I--~AI_LBDNS PERMIT AF'PLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF 8NY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. TWO ( 2 ) I ~-~SPECT I 0~$ ARE REQLI I RED BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN A WELL 8ND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS · 00 FEET FOR A PRIVATE WELD OR 150 TO ~00 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. NELL LOGS ARE REQUIRED 8ND MUST BE RETURNED TO THE DEPARTMENT WITHIN ~0 DRYS OF THE WELL COMPLETION. OTHER REQUIREMENTS MAY APPL~ SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. PERM I T E~<P I RES C~ECEMBER 31~ i978 I CERTIFY THAT l: I AM FAMILIAR 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 THE CODES. 3: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN 3 BEDROOMS. I-._ UED B W ........... DATE ............... R'usse/I Oyster. 694-2774 Soils Ef Foundations Performed for: Legal Description: Depth (feet) GE¢'-:rECHNICAL Er DEVELJPMENT CO. Box 90, Davis St., Eagle River, Alaska 99677 694-2774 or 688-2280 SOIL LOG Hailing Address: 0 E~H Ellis Land Development Tel. No, .~72- 77,~2 6 8 9 10__ 1] 12, i5 Sell Characteristic) .Too If yes, what depth /~/ Ground Water Encountered: Yes ~ No Proposed Installation: Seepage Pit Drain Field~ Comments'. Performed by: Date: rrA� V! 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DEF'FiRTHENT OF HEFIL. TH F!I',ID EIg,,,'!ROI'.,Ir,IEI'.,ITI':tL F:'!:E:O'I"ECT};Cfi',I 82(~ '"L.'" ':7:/!'?.EET., F!I'.,ICHORFIGE., I:11(. '?'90:1.87 I::IPI::'L. :l] CFiNT LOCFIT I ON I_tEGi::IL I< Ei",II',IE TH .]Of,ES E:E F-'.'R"?I'4 ! L.L. RI) !-.7' E::_:L' VF'II._.I._.E"? ',,&(El4 EST FIDD 80::t.. RIRF'ORT HTS 8;;.'_';:_.'.'9 I_.. CIT SIZE 2:72 98197 '_:i;I;!l._lFtl'i:E FEET H ]: i'.,t I HI..IM D I STFIt"iCE E:E"F!,.IEEN F! [,IEL.L. F!NI') FIN'-¢ ON-S I ]"E SEklFIISE g' I SFu]SI:':II_. S'¢STEM Z :5 ::I..O{~:.i FEE]" FOf.?. FI F'RI',,,'Ff'f'E I.,.!ELL.; OR !SEI TO 2'.(i:.10 FEET I':ROH FI F'UBLIE: HELL. DEPEt'4DII'qG UPCff',t THE 'T'¢PE (;iF: I::'LII~%.IC !.,.!EL.L. IqEI_..I. LOGS F:I!:?.E REg!U Z[ RE[:' FIND MUST E:E RETLIF?.I',IED TO ]"HE DEPFII:;?.TMENT P.IITHIN ];:~ [:,F!'¢S OF' THE HELL. COf'iI::'LETIOi',!. O]'HEi:~: F?.E6:¢J I F.:EME?',ITS MI:I'¢ FIF'PL."r'. SPEC :r. F Z CRT :!: Ol'.,!S FIND COf'.,ISTF:IJCTI O1'.4 D :1: I::IGF~'.RI'"I'_;!; FIRE Ft'v'F! i LI::IBL[i:: TO :[ NSI..II~;:E PROPER I !'.,ISTRLLFI-f' I ON. I CE!:;¥!-iI::'"r' THFIT ...... ' " I1.. SET .1. l' FIH F'FIH):LIFIF,: HITH "I'H_E I.;~:EI]:!IJIF.'.Ef,IENTS F"lq' ON-:E;Z'f'E SI:EHER'.:i:, FII'.4[:, I.,.!ELLS :': F:'Eq';~:TH B'.r' THE i"1LI1'4 ] C' I Pf::IL. ]; T¥ Eli::: F:ItXtE:H()RF!GE. 2: i P.III.L. Iix!:.:H'FIL. L THE S'.r'STEH ll'q RCCORDFII'.,ICE HITFI THE CC[DES. S I Gl'lED: ......... i-; .................................................. FIF: F L I ] FII"4T KEI'}~,IETH f - I'.,IE?, ti""'/! I1._:.~ ti"qi % aZ];::: % Ii::;" [::a L.. % "-~'~ ""~P I(Z;~ ~::-' rF:tl ~-,,11 ~Z::; ~.-J (~:3~ f:~:: I~ ~;:]~a E: I)IEI::'FIB:T ['1E%11~%'~ H E RI .."r'l.4 RND 82E:5 ~S'I"REEET., i:iN(]:I'-I(::d:E:FtGE:, I::11-(. ': 7'7]~:6:ii.. I::IPF'I._ ]; ISI:::II',iT ~ I'"i -r '¢ NE'C; 8E~':L t::1 Ii; I~:F'f::;ll~:"!" HE: .I..: H I ..... LEIOf.:tT ]] O1'.,! IE:l::ll:~:l:~:'.r' H ;i: I_i...S t;i:D LEGI::iL. I._7' B2: ',?l::ll...lJE"r' V:i;EI-,.! lEST LOT SII;ZE :II. EISSEII:EI S(;!URFdiiii F'IEE:T ! ~. ""' ";" "::' '" -. I"1 Ii: I",I ~ I','tl..li',ii D :[ STI;II"4II:;I!}.; I~ETI.,.Iliii;EN FI I.,.IELL FII",I[:, I:;11"t¥ :J..EII;!ii FEET I::'Oii~: I::1 F'I:?.~[',,,'I:;ITtE 141EI..L. 1.41EI_.I_ I._O(:~i'.iii; FIRE I'(:IE6!U];I'~'.EI) I'":II*~D I'"IUST OF' 'l'IdtE 1.4EL. I.. OEII"IPL.ET:I;()I",I. SII:'IiEC ;t: I:' ]; CI::IT ;!; Eff'II:!II; I:tl",lD COt'-,IS"t"I~".I._ICT]:Ed~',I I:) ;t; I::IGRF~I'15 FII;?.E R',,,'FI:(LI:-~I;~[._E TO ~(I'.,ISI...II:;'.E I:'I:i:OPEI';~ :( i",I:E;' f' I::tl.... I... I:;I 'ii' Ii: O t",1. MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Parcel I.D. 050-521-53 Certificate of On -Site Systems Approval Expiration Date: 2� z", Zy Legal description VALLEY VIEW ESTATES #1 BLK 2 LT 7 Site address 26212 BERRYHILL RD Eagle River AK Current property owner(s) JONES X The On -site system(s) is/are approved for 3 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or advisories: Original Certificate Date: 11 /30/2023 This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Services Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other COSA ApprovaLJune 2022 MUNICIPALITY OF ANCHORAGE '..�- Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 050-521-53 Complete legal description Valley View Estates #1 Block 2 Lot 7 Location (site address) 26212 Berryhill Road, Eagle River, AK 99577 Current property owner(s) Kenneth & Kathy Jones Day phone 2. ON -SITE SYSTEMS SIZED FOR 3 BEDROOMS 3. TYPE OF WATER SUPPLY: ❑N Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ❑ Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: X Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ❑ Steel 0 Plastic ❑ Concrete ❑ Fiberglass Age 1 yr - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed 0 Deep Trench ❑ Wide Trench ❑ Seepage Pit Waiver request for: Expedited review requested: ❑ Distance: By applying for this entitlement, this property is subject to inspection by municipal On -site staff to verify the accuracy of the information provided. COSA Fee $ 50 Waiver Fee $ Date of Payment Agk-3 Date of Payment COSA # 05 C 2.3 % y 6 2 Waiver # COSA Application —June 2022 11/29/23* Sanitary Pumpers* N/A Benjamin Schiller, P.E. (907) 522-7773