Loading...
HomeMy WebLinkAboutMARIE ESTATES LT 2 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP231385 PID Number: 051-111-35 Dwelling: 0 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New © Upgrade Name Richard & Jennifer Falk ABSORPTION FIELD ❑ Deep Trench ❑J Wide Trench ❑ Bed ❑ Mound Site Address 24356 Ski Road ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 6 1.2 GPD/SF 6.37-6.96 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3.77-4.36 FL Gravel depth beneath pipe 2.6 Ft. Subdivision Block Lot Marie Estates 2 Fill added above original grade +0.88 Ft. Gravel length 97 Ft. Township Range Section Gravel width 5 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic I Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 757.8 Ft- 1 Ft. Well 100+ 100+ I 25+ TANK © Septic ❑ S_T.E.P. ❑ Holding ❑ Other Manufacturer Capacity Surface water100+ I 100+ Anchorage Tank 2500 Gal. Material Number of compartments Lot Line I 10+ I 10+ NA Steel Epoxy Coated 2 Foundation 10' 10+ tWqTATION Manufacturer Capacity I I Remark s Field verified 6'+ separation from old bed. Old bed Gal. disconnected & stand pipes removed. In compliance with Alarm location Electra ' tailed by MEA LNO all stand pipes 151+ separation from overhead Powerline. Installer PIPE MATERIAL House to tank D3034 Tank to drainfield D3034 Northern Excavation Drainfield D3034 CO/MT D3034 Inspector Arcterra Consulting BENCH MARK (Assumed elevation) 100 ft Inspection dates: 11/21/23 2 d 11/22/23n Location and description p 3id 11/22/23 4th 11/27/23 Garage Slab ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp S "IL %%J411114 OF •Its Conditional Approval: Date`••�P�� ■ 4 Itl � * �f �`' , KENNETH%M. 1 s =JW Septic Syste Approved Date Z s z3 CE 7J46 ` ��j�E,p� / 5., Note: this approval es not include well permit requirements. • •�o,11,4aISL �FESS\���`• �F\cv VONL! l0i AS—BUILT SYSTEM DETAILS/SITE PLAN Permit ❑SP231385 MARIE ESTATES LOT 2 PID# 051-111-35 \ WOODEN �LNCE ' Dv--, P POWER LINE LD BED II C D E CflHHISSIONEA 1 � 1� FCO CTM -2 ] J 1 2 STORY RESIDENCE c _ / G rrr 0 TN -1 � A� / GAv Rl �pINAGE EASEMENT POWER LINES FINAL GRADE RUM F-Pzw SEWER ROCK [S -u -17,C SCALES NTS 4 B—C=13,8', 4 � PREPARED FOR: M A—D=38.2 100.12 1oo.i TH j B—D=15.9' W W °° CHUGIAK, AK A—E=38.0' �`■ � FIELD BOOKS CWPUTED: B—E=17.2' KENNET D CFS C a A—F=37.7' � 96.60 u, B—F=17.2' 1 `ASBUILT: P F'ESSIO Al n m A-6=13,9' A ° o B—G=18,3' y 2580 GAL 4 A—H=14,1' SEPTIC d B—H=20.2 TANK J A—I=107.8' S 2>7 m B—I=104.4' 95,02 A—J=109.9' POWER LINES FINAL GRADE RUM F-Pzw SEWER ROCK 97' SCALE+ 1' = 30' W 0 S 92.2 83,6 aorr SCALE: NTS p�RcTE�� pti �s y r� b D � ti r a � m � x Z � m \ f �a ilkeR S ULT I N G°, 6 L9 AK.9s577'g1� B—J=106,8' SCALES NTS U OF .� 4 � PREPARED FOR: Lu • * RICHARD & JENNIFER FALK 24356 SKI RD, 9 TH j CHUGIAK, AK �`■ � FIELD BOOKS CWPUTED: o VI KENNET D CFS C a `ma y, ti BauNDARY: N A oruwN: KSE3 STMNG: N A CHECKED: KM D LANG DATE 11 28 1 `ASBUILT: P F'ESSIO Al DWG FILE: aao: NW1361 m E ■ ����f AQAD FL' FILE 10B N- 23176 ° 97' SCALE+ 1' = 30' W 0 S 92.2 83,6 aorr SCALE: NTS p�RcTE�� pti �s y r� b D � ti r a � m � x Z � m \ f �a ilkeR S ULT I N G°, 6 L9 AK.9s577'g1� o �RCTE RRq „ hh � frzi ARcT>F nRA, Y CONSUI,TING, INC mb 20441 Ptarmigan, Eagle River,AK 99577 Office (907) 696-61 1 1, Fax (907) 868-3793 SOILS PERCOLATION TEST Performed for: Richard & Jennifer Falk Project: Marie Estates Lot 2 Depth (Feet) � ORG 0'- 1'6" - PERC BENCH # 1 @3'6" GW 1'6"-9' 10 - SP 9'-13' 11- 12- B.O.H.13' 14- 15- 16- 17- 18- 19 - HOLE PRESOAKED PRIOR TO TESTING ■ OF A.r4 � �of* T �* KENNE A us +� Date Performed: 11/22/2023 TEST HOLE # TH 23--2 SEE ATTACHED SITE PLAN FOR HOLE LOCATION Was Ground water encountered? NO What depth? Depth to water after monitoring? Date 11 / 22 / 23 (Depth below grade) Reading Date Gross Time Net Time Depth to Water Net Drop 1 11/22/23 10:30 - 1 12/16" - 2 10:40 1 10 min 4 14/16" 3 2/16" 3 * 10:40 - 1 10/ 16" - 4 10:50 10 min 4 12/16" 3 2/16" 5 * 10:50 - 18/16" - 6 11:00 10 min 4 10/16" 3 2/16" 7 * 11:00 - 16/16" 8 11:10 10 min 4 8/16" 3 2/16" 9 * 11:10 - 14/16" - 10 11:20 10 min 4 6/16" 3 2/16" 11 * 11:20 - 12/16" - 12 11:30 10 min 4 4/16" 3 2/16" * Water Added Percolation Rate 3.2 (min/in) Perc Hole Diameter 6" Test Run Between 3.0 feet and 3.5 feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. / I / I Lot 5 10' UTILITY EASEMENTS 1 Lot 1 � ' I ` WOODEN FENCE J / S 89.59'00"E 374.96' ° ----- 8.6'x10.0' DECK 4 9.9'x10.0' DECK MANHOLES WELL T00 PRO7C7fVF �401(JS 1 / 24.0' 24.0 �5EP11C PIPES r— 1 2 STORY RESIDENCE..' CA \ 94.4 24.8' 4 24.8' Ate.ter, Et R • DECK,p ..• 4 DECK " f \ 2.0' CANTS :r• :, . ' ' Lots c= N :.... — CID oQ 10 Oa -Z 1 y / OVERHEAD POWER LINES I «ee LO to 13 `V WIRE FENCE PEN Off` \P�� / 12.1'x16.1' SHED Lot 2\1 O I / "Q / 72,186 S.F.cv o ry� M b11E- o O Lot 7 N 89'59'00 330.80' 10' UTILITY EASEMENT f Lot 3 QD Im �N /�•• L7Q•xPDX _ !2n I� Z w ° N °i ��•. �I; =o cb 0 0 r (. c c E .°c " E imEo0 O 0 Z 3 Z• I 3 ° ao. z 0C4cOa °t0 � in O c o U L II . 0 �V) • X, 0 U � U) J m V) _ Q v O 0.. 0 d J CL 0 10 25 50 100 SCALE: 1'=40' v Y ° .c ,o Olt 0 C.: e e Z e o E a „ we 7 c Q o 0 r! 02 �$O c w va e v O O e o006 G V L a c v O } e o E CL v CT � C'4 2 X ee oNEtLn 20 v,p. -Deno s o�L0 o P ^o 0 o a v O a VCL° ea'°0 dts c'�`a eo v O cv evi 3 0 Q� C X O Cm CL e 0 c E v o -v; D t 3 'oN+ .c W h a e e CL O c !Qe�oe o cf06 vrc sW 0�-0 -Ea NL a C1 n La Q 0 e-0 cQL tmwaEcO no o 0.0tm0� ° e N, aE—CL o OJ c v +> e a r Q3Cao G =U 0 10 25 50 100 SCALE: 1'=40' 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 111 Cllr Q ; Department Permit Number: OSP231385 Effective Date: Work Type: Septic Upgrade Expiration Date: Tax Code Number: 05111135000 Site Legal Address: MARIE ESTATES LT 2 G:1361 Site Mailing Address: 24356 SKI RD, Chugiak Owner: FALK RICHARD E & JENNIFER S Lot Size in Sq Ft: Design Engineer: ARC TERRA CONSULTING INC Total Bedrooms: This permit is for the construction of: 11/17/2023 11/16/2024 72186 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage D All construction shall 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 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 Special Provisions: 1. The entire subsurface disposal field and/or alternate is not within a 30 -foot radius of a percolation test. The Engineer needs to do an additional percolation test prior to the construction of the septic field. Please submit stamped and signed results with the As -built Inspection Report. If the results require a design change, construction of the system will stop pending On -Site review and approval. Hyl i 2. The south edge of the bed is to be located prior to construction to ensure that the required field -to -field separation is met. 3. Per the MEA LNO, there are to be no standpipes above grade within 14' of the power line. Reeei'�: Issued By: Date: Date: I ( MUNICIPALITY OF ANCHORAGE Development Services DepartmentPhone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 'ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 051-111-35 Property owner(s) Richard Falk Mailing address 24356 Ski Rd, Chugiak Site address 24356 Ski Rd Day phone Legal description (Sub'd., Block & Lot) Marie Eatates Lot 2 Legal description (Township, Range & Section) Lot Size 72,186 Sq. Ft. Number of Bedrooms 6 APPLICATION IS FOR: (® all that apply) Absorption Field X❑ Septic Tank XQ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ APPLICATION IS AN: TYPE OF DWELLING: Initial ❑ Single Family (SF) ❑ (w/wo AD U) Upgrade X❑ D� Renewal El Duplex (D) Multiple Dwellings ❑ (SF and/or D) THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. Dea Duffus (Signature of property owner or authorized agent) Permit/Rush Fees: _ 9 S- Z Date of Payment: Receipt Number: Permit No. OS Z 3 3 9S Waiver Fees: Date of Payment: Receipt Number: Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231385, Deb Wockenfuss, 11/17/23 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231385, Deb Wockenfuss, 11/17/23 WASTEWATER DISP❑SAL SYSTEM DETAILS/SITE PLAN MARIE ESTATES LOT 2 PID# 051-111-35 2500 TANK TO BE EX IN i INN INSTALLED PER (APPR❑X LOCATION) 0 CODE 0DIVERTER Io 10' Ms 0 " FCOEXISTING TA l0' MIN TO BE REM Ell ij BY CODE 6' MxN -,--OVERHEAD OWER LINEi !l ' USE EXTREM CAUTION 31' MT E N C E ° mc� OT I 65 s 0 TH-1 Q CO 0' MAX -1 o - � �RAv� AGE m � �, —2 m . OVERHEAD POWER LINES o m -- Scale, 1'= 20' AwPAGE 2 OF 2 )F PREPARED FOR: R� E� n 0� } RICHARD & JENNIFER FALK 'e 7' ` 24356 SKI RD. yt CHUGIAK, AK A o� ` IKMENM D US a FIELD BOOKS coNPu7m, is r C 00� � BOUNDARY: N A DRAWN. K5Q Z � m STAgNGN/A QiECKM: KM❑ rL ^oi tet+` � AMUILT: DATE11/14/23 .S_.,�o�• u. ,y �S10�py LANG 11 14 23 DWG. RLE: aND: NW1361�ll ACAD FlLE doe No.: R�`e NS ULT l N G • �3e FILE 23176 AK. 99577 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231385, Deb Wockenfuss, 11/17/23 / Lot 5 10' UTILITY EASEMENTS 1 Lot 1 II ' WOODEN FENCE S 89'59'00"E 374.96' J — — — — — — 8.6'x10.0' DECK 9.9'x10.0' DECK I} 700 PROT M WELL ECTIVE N SEPTIC PIPES RRb1US 0 42.3' a 1 f 24.0' 24.0' / 1 �'f 2 STORY RESIDENCE Orif N N �- 0 40.7' r- \ 94.4 24.8 a 24.8' _ DECKe, DECK �� GRAVEL J Lot 6 00 f Oaf 2.0' CANTS JY- . � r � r! J Q e. _ e � d r CN 41 O/ OVERHEAD POWER LINES Z �7 C3 / �P WIRE FENCE PEN dif_ 12.1'x16.1' SHED Lot 2 72,186 S.F. f a cv co W � + Lot 7 N 89'59'00"W 330.80' W I � � !1 / I / 10' UTILITY EASEMENT j / I Lot 3 U cdmd r Ln t� 11 m = w o .meg/ 0 Cge D .- CD AW 4 Z It o O a m O up d = E C Q a a D 0 a _I aaEmco� mmm o mo [DII 7 h •- 31 z! � C-4 c a 1 0 L II o� m�eL ® t,m� va c° r a=A 0 D O 7 '6 IL o -m a O M L7CCC? vtpo maV n�m 000. 13 E O O ID m C C m0 .Q>rmR NO w IV) 004amoCc mL �I U HN L}D8 m �I L m 1 Em._ m i mr 0 -0W -Ili •— in 'E= I c rl C D 0- C = 0 oz�r m a r1 0 > aL) �l Em a Q) 3 J ° L) mvc0a�c u1 }Vi ama►3v► JI 00 mo Co� 5-0 a �' i C >, i •— Ttnyc —°�a I `m0 m > C -0 xl U �a�mc0 o D O II mU m : t O a m t J Vi J m1^�cL��` C 3 > r� > C a rat m V) 2n:- N O m a { .rO H c a L. 01 t a)- c t rc`! ± ,V a W C O 13 —1 C ` l .O W10 c N a •� 1 h { x 71[ : N wm I o m { Q m d m� c m rL zQ�xaEco w mm> a N h N a�F v�avmim Cmc 0 m p 0 C 0 m J .C.I t� ,C N m N m CL L C mm - > IL J — a30ca0 o° a -c°+ a 1a 25 50 100 SCALE: 1"=40' MATANUSKA ELECTRIC ASSOCIATION, INC. LETTER OF NON -OBJECTION November 16, 2023 ArcTerra Consulting Inc. Richard and Jennifer Falk 24356 Ski Road Chugiak, Alaska 99577 Re: Lot 2, Marie Estates Subdivision, Plat 1976-252, Anchorage Recording District To Whom it may concern, MEA has no objection to a septic tank replacement in existing location and relocation of septic drain field and related improvements as shown on the attached drawing. Note that no above ground vent piping is to be within fifteen feet of MEA's overhead powerline alignment. 1. The improvement will in no way restrict or limit the current or future ability of MEA to fully enjoy the benefits of the easement for any and all utility purposes that it presently enjoys under the easement. 2. MEA will be held harmless by the landowner from liability for any and all damages or injury to any person or property that may result from the existing and future use of the easement by MEA, its contractors, or assigns. 3. MEA will be held harmless by the landowner for any and all liability arising out of or relating to any use of the easement by others under a Letter of Non -Objection. 4. The landowner will be liable for any damages caused to MEA facilities by the improvement in the easement. 5. The landowner will be responsible for any special construction costs incurred by MEA due to the improvement in the easement. 6. The landowner will assure compliance with all applicable safety codes relating to the improvement in the easement. 7. Use of this letter by the landowner, their successors or assigns will constitute acceptance of these conditions. 8. Alteration of these conditions shall invalidate this letter. 9. This letter is not effective unless it is recorded in the Anchorage Recording District before ownership of the referenced aroperty is chanced from the above-named landowner. Sincer Manny MEA L STATE THIS IS TO CERTIFY this day, November 16, 2023, before me, the undersigned, a Notary Public in and for the State of Alaska, duly commissioned and sworn as such, personally appeared Merced Manny Lo ez SR/WA, MEA Land Services Manager Known to me and to me known to be the individual(s) named in and AAik1r r%i 14-r,A 4-k r1 ;r1rr1r4r%irNry ir%r-tri irr%r%"+ %r%A •i^Lr%^XA/IoAnoA +r1 mo +hn+ ho/chc/+hov CIPYnnrl nnr'i Conlon thG DEPT. OF ENVIRONMENTAL CONSERVATION ANCHORAGE DISTRICT OFFICE 3601 C STREET, SUITE 322 ANCHORAGE, ALASKA 99503 July 3, 1991 Mr. Harry R.J. Bates Bates Technical Services P.O. Box 671674 Eagle River, Alaska 99567 WALTER J. HIOKEL, GOVERNOR 563-6775 JUL 8 18-31 Mu~icJp~,,lJ~y of Ar:cho~'ago Dept. Health & Human Services Sul~jeot: Lot 2, Marie Estates Subdivision, Class C Public Water System and Wastewater Disposal Systems, Anchorage, Alaska, ADEC Project Numbers 9221-DW-002 and 9221-DWW-002; System Review Dear Mr. Bates: This is in response to your submittal, received in this office on June 18, 1991, in which you request an updated approval for the existing Class C Public Water System and the Wastewater Disposal System. I have completed my review of the submitted information and have the following comments. Wastewater Disposal Based on the submitted information, it appears that the existing wastewater disposal system was installed in compliance with the applicable State Regulations. The results of the adequacy test, May 26 and 27, 1991, also verifies that on ;the day the adequacy test was performed, the wastewater disposal system was accepting the necessary flows. Therefore, the wastewater disposal system is approved for the concerns of this Department. The enclosed signed "Approval of On-Site Residential Water and Sewer Systems", constituting this approval, is enclosed for the existing wastewater disposal system. Drinking Water From the submitted and the information in this office's files, it appears that the existing Class C Public Drinking Water System is in compliance with State Drinking Water Regulations. At this time, the Department is assigning Public Water System Identification (PWSlD) Numbers to all Public Water Systems in the State. As a result, the PWSID Number assigned to this system is 217186. The present State Drinking Water Regulations do not require any routine water sampling for Class C Public Water Systems; however, I if the regulations change, the Department will notify your clients. Thank you for your cooperation with this Department. If you have any questions, please do not hesitate to contact me. Keven K. Kleweno Environmental Engineer Enclosure: As Stated cc: John Smith, DHHS, w/o Enc. KKK/skpf , ti i i i xti t h eo �75"v cel 2 r 7,�9,04r 0 yz E -x WCAL • taboo A. Sher a �� i� No. 1457-E aW ;`F�p�O� �eea,�.o,�•a�' Z 7- 4S 7- 11 RA �� �q V � I "All, V� -1 1 it "": - lk 7 [:,EF'F:IF.'.THEN'T UF I ~..:4 ,... , ~, '[-"1~'~[;~ EN","I F-:ONHENTFIL PF.-':OTEC:TI ON c,,=:._ '" L." STREET., FtNC:HORFaGE., FtK 995E'H .... 4 , ,:.,_ ~_. ._ .. ..,,_. 694--2JL-'::1 EAGLE RI',,/EF.: ,,~'"a--':, Z T'E :SE~.-JJlEi:'::: .... D,..~ELL F'E:F:~'"I ][ T PERM l-r N .... ',~',%z':±e~8± ~F'F'L.. !: FINT' [,.t I L_, htt .... I IHI ,~ ,,_, F H JNE AE:,DF.:ESS: 550 ETALIN - ,'[F..'-LE EFIGLE RIVER.,. ,:: ,.." 9':..~577 L_EGFtL [:,ESCRIPT'r ''' "~. ,~, ,. - SUDF:,I',/ISIF~N: MRF.:IE ESTFiTES BLOF:K' NFl LLqT: .-. .-,T_ =,,- '" -"J. ~.E ~¢',' ¢..~_,:;, :," - F '..,Ii- - F'T. T q!-.JNSFIIP '_ '1.5N BFII'-4GE: :1.[,.I SECT ION · :.t.O ~,,~.~-,-c: OF' -'= ~'= ':'.~ (SQ. FT. /E:F.:) Mt::I::::ZMI_IM ,~: cE .. FE'F:,F;'FFIM':; = ~S 'El-ITL RFITING = I ¥,~ --~-. __ - I~ S'T'STEh'I. ,_.1't_,. ::,,_r' -,Fi-r- 'n, ,h.: ~- L-IF'TI L-:N .,-n,"-IH ,-'r ,-:,,_,E=,T,:' FITS u,-, ,p ....... SITE. 1.4 IDTH = LENGTH = TOTRL. DEPTH = GRRVEL DEPT;i = GRF:i","EL VOLUME = TRNI::.' !;.-;IZE .= TOTAL DEPTH = uRHVEL ~...~F ~r! = GRR","EL VOLUME 'TFI,~41'.'.'. S I ZE = NCTE ~ - .'::'7~ FT. F.'E:.~LIRE'E, 'I'HFI TRENF:HES NOTE ~ .... F'ET.~ IF.RES II',_,I_,LItFILI'~ ,.'.Et.:JIF.E LIFT STRTION 2., 751a. 0 ISFILL. ONS (THO _E:OMPI:::IF..'Th'IEI".IT TRNI<> 14IDTH = 5. 0 LEI'.,IGTI-! = '90. O FT. ~ NOTE ! - >75 FT. REQUIRES THO TRENCHES TOTAL DEPTH = 5. 8 FT. GRFIVEL DEF'TII = % O FT. GRRVEL. VOLUME = 25. 0 CU. "r'DS. TiB'Nh:: SIZE = i, 750. 0 GALLONS ,::TNO C:OMPRRThlENT TRNI:::> Z CERTZF'T' THRT: J.. i APl IzI::tI"IILZF:IR HITH TFIE REQLIIREMENTS FOR ON-.SITE SENER5 AND NEL..LS RS SET FOF.:TH B'¢ THE MUNZCZPRLZTV 01:::' IqNCI.iORRGE RND THE STATE OF RLRSKR. Z HELL ZNSTFILL. THE 5h.'STEM ZN RE:CORDRNCE !.4ZffTi THE CODES FIND HFIVE REC:EZ',,,'ED R COPh.' OF THE CODE %UMMF~RY' AND DZRGRRM R'I'TRCHMENTS HHZCH ZS PRAT OF THZS · PERM Z T.. Z:: I LINDER%TF:IND THAT 'TIIE ON-SITE SEI.qER S'¢5TEM MR'.,-' REQUIRE ENLARGEMENT IF THE RE%ZDENCE 15 REtdODELED TO ZNCLUDE HORE THAN G BEDROOMS. PERMIT RPPLZCRhiT HAS THE F.:ESF'ONSIDILiT'-/ TO tNFORH PERSONNEL DURING I-HE lEI_ LLIITz_N~,~_, .... .,~,_~,_, AN'./,-..~_, FiD.~RF:ENT .... TO THIS FF_FE~Tr AND THE NUMBER OF RESiDENCEE; THAT 'TI'iE ~JELL HiLL SERVE.. ZE A LZF~ STATION ]:5 INSTFiLLE[:,., AN ELECTRICAL PERMIT RN[:, ZNSPEE:TZON MUST _,~:,T-,,4El ,.:.,--~,1 ...... =, L.,I[~[4,_,]~,~'~' HFF .... .El.. klZTHCdJT FIN ~LE-. RI,_.IIL Z[~SPEOTION REPORT. THE ELEE:TRICRL NORK tILIST DE DONE D"F R LICENSED ELECTRICIAN. F:IF'PLIF:FIhFF: $-.tiLL :[[.lJ'"f ..... l E ! fJ'~UEE:, E:"/: DFITE: - ::L2,.."'I 2,.."FC]:. Ob, Permit Applicant ~UNICIPALITY OF ANCHORAGE Department ( 'Health and Environmental .... ~otection 825 L Street, Anchorage, AK. 9~$01 264-4720 * * * HANDWRITTEN PERMIT * * * WELL AND/OR ON-SITE SEWER PERMIT Legal Description: ~%0--~%~- ~%~ Type of Soil Absorption System Is: Trench: Drainfield: Maximum Number of Bedrooms: ~ Phone Number: Lot Size: ~/~ Seepage Bed: ~/ Holding Tank: Soil Rating(sq.ft/br) ~ DEPTH The Required Size of the Soil Absorption System Is: ' # LENGTH ~r~l GRAVEL DEPTH ~ WIDTH The length dimension is the length(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the outfall pipe and the bottom of the excavation(in fegt). * * REQUIRED SEPTIC(HOLDING) TANK SIZE = /~,~'"O GALLONS * * Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. * * * TWO(2) INSPECTIONS ARE REQUIRED * * * Backfilling of any system without final inspection and approval by this department will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 feet for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. * * * PERMIT EXPIRES DECEMBER 31~ 1 9 8 3 * * * I certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require enlar~$ement if the residence is remodeled to include more that 3_bedrooms// Signed: k~pliGan~/' - Issued by~~ Date: . SWP/024 (1/81) .¢ . z 3 ,P£C £ ,'¥1'A ~ .J 52. J.SP °' 9.1 / 93 O/?'U;:¢ o7: ~ L',"Y<' ' ""/;~ / ,: / .'/: ?// ., ,,% ' I;' '"I¢ ', ]~ - _ - ..... .:, / -*~' ~, __ .,:.~. ; .)? ~. 2 __. ,~.~ - : ~ . - .. . .~' .- / / c 4. I. "_'~' ,;c, ' ,'..::"4" : '" z~, ~. 2~.¥~' I ::~/1; /22 D3 " ~-'~¢~-:- , '~~ ..... * ................ 7"' ..... ::? ..... ./ - "/n ...2.: ?' PERFORMED FOR: LEGAL DESCRIPTION: I 2 3 4 5 6 7 / ? 13 14 15 16 17 18 19 2O COMMENTS MUNICIPALITY OF ANCHORAGE DEPARTIVlENT OF HEALTH AND ENVlRONIVIENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST SOILS LOG [] PERCOLATION TEST DAZE PE EORMED: 2-- 3/ SLOPE SITE PLAN ~YES, AT WHAT E DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE /~/// (minutes/inch) TEST RUN BETWEEN F/LND -- FT PERFORMED BY:~, ,z~?. ~IR~ 'J~ 72-008 (6/79) 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 Parcel I.D. 051-111-35 Legal description MARIE ESTATES LT 2 Site address 24356 SKI RD Expiration Date: 10/25/2024 Current property owner(s) FALK RICHARD E & JENNIFER S X The On-site system(s) is/are approved for 6 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or advisories: By: Original Certificate Date: 11/29/2023 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 X Tank Age Advisory Arsenic Advisory Other COSA Approval_June 2022 MUNICIPALITY OF ANCHORAGE U5" Development Services Department i 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. 051-111-35 Complete legal description Marie Estate Lot 2 Location (site address) 24356 Ski Rd. Current property owner(s) Richard & Jennifer Falk Day phone 2. ON-SITE SYSTEMS SIZED FOR 6 BEDROOMS 3. TYPE OF WATER SUPPLY: ❑ Private Well ❑x Private Well serving 2 dwelling units ❑ Private Well serving 3+dwelling units ❑ Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: ❑ Private Septic ❑x Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: © Steel ❑ Plastic ❑ Concrete ❑ Fiberglass Age 0 - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑ Deep Trench ❑x Wide Trench ❑ Seepage Pit Waiver request for: Expedited review requested:x❑ 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 $ y ( Waiver Fee $ Date of Payment l ( Z I Z07,3 Date of Payment COSA # O5Waiver # COSA Application—June 2022 Legal Description: COSA Checklist Marie Estates Lot 2 Parcel ID: 051-111-35 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system A. WELL DATA 0 Well log is filed with Onsite (or attached) Date drilled 8/23/83 Total depth 220 ft Cased to 220 ft ❑✓ Sanitary seal is functioning correctly © Wires are properly protected Casing height (above ground) 18 in. Date of flow test for COSA 11/21/23 Static water level at beginning of test 169 ft. Comments _ B. TANK DATA Measured operating fluid level in septic tank New Date of pumping New install 11/21/23 ❑ Required maintenance completed, if AWWTS Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) 11/27/23 0 ALL standpipes present per record drawing Total measured depth from grade 7.8 ft (max) Measured depth to pipe invert from grade 4.8 ft (min) ❑ N/A — pressurized field. ❑ Per record drawings, field is insulated. 0 Monitor tubes go to bottom of effective. If not, state depth into effective ❑ Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced gallons date Any rejuvenation treatment (past 12 months) If yes, enter date Comments/Deficiencies COSA Checklist June 2022 Well production at time of test 7.2+ gpm Water storage tank volume NA gallons Well disinfected for coliform test? ❑ Yes ✓❑ Nc ❑� Coliform bacteria is Negative Nitrate 7.32 1 mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L W1 Arsenic less than MRL (ND) Collected by Arcterra Consulting Date 10/25/23 STATION ❑ Required-maintf Age of lift station Lift station material Comments: ce completed Adequacy test date Results ❑ Pass Fluid depth prior to test in Water added gal New fluid depth in Elapsed time min Final fluid depth in Absorption rate gpd FIELD STATUS — POST RECOVERY Effective depth (per record drawings) 30 in Effective depth used 0 in Effective depth remaining 30 in E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) Septic Tank/Lift Station on Lot > 100' 0 Yes if No ft Field to Property Line > 10' Community Sewer Manhole/Cleanout > 100' 0 Yes if No ft 0 Yes if No ft Neighboring Tank > 100' 0 Yes if No ft Private Sewer/Septic Line > 25'�/❑ Yes if No ft Absorption Field on Lot > 100' ❑✓ Yes if No ft Holding Tank > 100'✓❑ Yes if No ft Neighboring Absorption Fields _> 100' Animal Containment > 50' ❑✓ Yes if No ft 0 Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' DYes if No ft Q Yes if No ft ❑ N/A — Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10' 0 Yes if No ft Surface Water > 100' 0 Yes if No ft Tank to Property Line > 5' 0 Yes if No ft Field to Property Line > 10' 0 Yes if No ft Water Main > 10' 0 Yes if No ft Water Service Line > 10' 21 Yes if No ft F. ENGINEER'S COMMENTS Wells on Adjacent Lots: Private Wells > 100' Community Wells > 200' Yes if No ft © Yes if No ft If tank or field is under driveway comment below G. CERTIFICATION & STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines, indicates that the on-site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm Arcterra Consulting Phone (907)-696-611))1 Engineer's Printed Name Kenneth Duffus Date 21 f� Engineer's Comments: This investigation was completed in compliance with ADEC and MOA regulations. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The CE 7116 now and absorption rates may change due to subsurface conditions that may not be observed from the orI surface, changes inland use, local soil characteristics, groundwater levels that may fluctuate during the year and the water usage of the family being served by the system. The operational life of all well and septic 14L JV systems are subject to these various and dynamic characteristics and are outside the control of the evaluator R of the well and septic system. Therefore, ArcTerra can not give any estimate of how long a system will function satisfactory for current or future occupants or can ArcTerra guarantee that no unseen sem, encroachments, deficiencies or discrepancies exist. VA COSA Checklist—June 2022 a ENNETH M. WUS ��A CE 7116 ar MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 907-343-7904 On-Site Water and Wastewater Section Fax: 343-7997 www.muni.org/onsite Mailing Address: P. O. Box 196650 * Anchorage, Alaska 99519-6650 * www.muni.org Nitrate Advisory Certificate of On-Site Systems Approval # OSSC231451 Subdivision: Marie Estates, Block: , Lot: 2 A water sample revealed a nitrate concentration of 7.3 milligrams per liter (mg/L). The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Since nitrates are known to slowly increase, we recommend you monitor the water quality. Please see the attached “Nitrate Fact Sheet” for important information regarding nitrate. This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval.