The URL can be used to link to this page

Home My WebLink AboutMCKINLEY VIEW ESTATES BLK 2 LT 15 Municipality of Anchorage I On -Site Water and Wastewater Section • (907) 343-7904 Page. of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: osp181229 PID Number: 051-792-19 Dwelling: ❑ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ❑ Upgrade Name Carlee Lindquist ABSORPTION FIELD ❑Deep Trench MR Wide Trench ❑Bed El Mound Site Address 21218 Baron Dr. ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 5 0.8 GPDISF 8.4 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 4.4 Ft. Gravel depth beneath pipe 4-0 Ft. Subdivision Block Lot McKinley View Estates 2 15 Fill added above original grade 0.4 Ft. Gravel length 34.5 Ft. Township Range Section Gravel width 5.8 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding 1 Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line * z 400 Ft Ft, Well 100+** 100+** TANK 9 Septic [IS.T.E.P. E]Holding ❑ Other Manufacturer Anchorage Tank Capacity 1500 Gal. Surface Water ,� 00 + 100 + Material Steel Number of compartments Lot Line j+ 10+ NA Foundation 10+ 10+ LIFT STATION Manufacturer Capacity Gal. Remarks * area added to upgrade from 3 bedrooms to 5 (34.5'x 5.8')10.5 = 400sf Alarm location Electrical installed by ** subdivision is served by community water PIPE MATERIAL House to tank 3034 Tank drainfie ld 3034 Installer Martin Construction Company Drainfield 3034 CO/MT3034 Inspector .Crewdson Engineering LLC BENCH MARK (Assumed elevation) 100 ft Inspection tes: �5t 8_28-2018 2nd 8-28-2018 Location and description 3'°8-28-2018 41' 8-29-2018 bottom Of siding at "BM" On pian view ON-SITE WATER AND WASTEWATER SECTION APPROVAL Enc��a ' OF Conditional Approval: Date �� • '•"�.�_� ........... ._--_..._..._.._.___.__.._ _.___..----.._..._.__..__.___._ TN ............. ------. . James A. Crewdson a �,� :® �' 011527 �� Septic System ApprovedDate '7 1 Fpy3:.1. d itl�ROFESS1®�P�a Note: this approval does not include well permit requirements. At.LC (l� tnev uD/VZI 1 ) LEGEND (E) existing (N) new BGL - below ground level BM - bench mark BOH - bottom of hole BR - bedroom C# - cleanout DC - double cleanout ED - effective depth EG - existing ground ELEV - elevation FC - foundation cleanout FG - finish grade INV - invert M# - monitor tube MPI - minutes per inch SFH - single family home S# - septic tank cleanout TH# - test hole TH1• N) WIDE TRENCH 5.8'W x 34.5'L x 4'ED N 77° 1 6W' 4422 �' S s6• SUMP �9 °AF LOT 16 20 632 E) DEEP TRENCH 'Wx1001x3'ED B r(N)1500 GALLON DRIVEWAY: SEPTIC TANK 5 BR SFH 212 33, PLAN SCALE: V=30' LOT 14 SWING TIES (feet) PUBLIC WATER IS LOCATED A B FC 4.74 63.84 S1 22.85 67.29 52 33.26 71.33 DC 35.87 72.46 C1 110,48 ___57.31 C2 85.74 142.52 M1 54.99 108.87 M2 82.84 140.42 SUMP 91.91 58.03 BENCH MARK BOTTOM OF SIDING ASSUMED ELEV 100' FC SEPTIC TANK L ELEV: TOT 93.77' INLET INV 93.19' OUTLET INV 93.02' ELEV ELEV EG 98.2' EG 97.3' FG 98.5' FG 97.7' TH2 S2 DC M1 C1 C2' M2 / :III [I PUBLIC WATER IS LOCATED WIDE TRENCH: IN THE STREET AND ELEV: ENTERS THE HOUSE ON THE STREET SIDE. TOP OF ROCK 93.37' BOH 15' BGL LOT 15 A/ BOTTOM OF ROCK 88.87' o� PROFILE e� NOT TO SCALE e, �o o= ELEV ELEV EG 98.2' EG 97.3' FG 98.5' FG 97.7' TH2 S2 DC M1 C1 C2' M2 / :III [I HPERC 5.6 MPI WIDE TRENCH: @ 6' BGL ELEV: TOP OF ROCK 93.37' BOH 15' BGL PIPE INV 92.87' . ELEV 82.3' BOTTOM OF ROCK 88.87' DRY 8-28-2018 PROFILE NOT TO SCALE CmAson Engineering, LLC McKinley View Estates Block 2 Lot 15 OF AL_4 Septic System Record Drawing 'rop y�� TH Plan and Profile .• James A. Crewdson 011527 Civil & Environmental Engineering Prepared for: Carlee Lindquist Date: 3-26-19 � �0 PO Box 671389 Chugiak AK 99567 • relic.1@ouflook.com Permit: OSP181229 Page: 1 of 1 PROFEss► Celi rext: 907-280-9493 • Fax: 907-688-2295 ALL INFORMATIONN ON THIS DOCUMENT ISTHE PROPERTY OF CREWDSON ENGINEERING. LLC AND SHALL NOT BE USED FOR ENGINEERING ORSHOWCONSTRUCTION PURPOSES WITHOUT WRITTEN PERMISSION FROM CREWDSON ENGINEERING, LLC ALLC #112279 Performed For: Legal Description: Depth (Feet) 2- 3- 4- 10- 11- 12- 13- 14- 15- 16- 17- 18- 19- 20 - COMMENTS Municipality of Anchorage Development Services Department On -Site Water and Wastewater Section 4700 Elmore St. P.P.. Box 196650 Anchorage AK 99519 6651 . (907) 343-7904 B 014 WAS GROUND WATER e ENCOUNTERED? S IF YES, AT WHAT DEPTH? L Depth to Water After 0 Monitoring? EP Date: W3. O I -- F..4 A� GINE 'S ' TH Date Performed: Section: C11527 gFp - "* -* '\000, 1�ti;R0FESS14NP - -y I®E I®® INN In, IN1M — ---•— • • •�-• ^ - ..� a 4ea pnmuiesnncn) I'tKU MULt UTAMETER TEST RUN BETWEEN,} � j " FT AND 6 . ( FT PERFORMED BY: ��STATE I _ �.j ►/v. C Y1$/� viCERTIFY THAT THIS PERFORMED IN ACCORDANCE WITICIPAL GU- DE LIDELINES IN EFFECT ON THIS DATE. DATE. "W, ,t NOTE: LOT IS SERVED BY A PUBLIC WATER SYSTEM PLOT PLAN AS BUILT —2L SCALE —!L= 50' GRID NW 1459 Project No. 18-411/A2 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates, inc. (907) 522-6476 Phone 00000ppp (907) 522-4625 Fax Professional Land Surveyors kenolongsurvey.com c !� OF q9 jonothanOlangsurvey.com I hereby certify that I have surveyed the following described property: LOT 15, BLOCK 2, McKINLEY VIEW ESTATES SUBDIVISION (PLAT No. 82-225) Anchorage Recording District, Alaska, and that the Improvements situated thereon are within the property Imes and do not encroach onto the property adjacent thereto, that no Improvements on the properly 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. i Dated this the _101 `) Day of u�� e-� , 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 ..................1............ Q 0 'Q• .LS-5202.• A 4O��FfSSIONA� � AECC963 P+1/ 0O,,, MUNICIPALITY OF ANCHORAGE m me„t , On-Site Water&Wastewater Program NoS�^ PO Box 196650 4700 Elmore Road •. t Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 „ r S "r� http://www.muni.org/onsite thaaj I)tl,artm nt N,yCH OPAVE On-Site Wastewater Disposal System Permit Permit Number: OSP181229 Effective Date: 8/21/2018 Work Type: Septic Upgrade Expiration Date: 8/21/2019 Tax Code Number: 05179219000 Site Legal Address: MCKINLEY VIEW ESTATES BLK 2 LT 15 G:1459 Site Mailing Address: 21218 BARON DR, Chugiak Owner: LINDQUIST CARLEE F Lot Size in Sq Ft: 30007 Design Engineer: CREWDSON ENGINEERING, LLC Total Bedrooms: 5 This permit is for the construction of: 2 Disposal Field 2 Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 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 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: A percolation test, as identified on site plan, is to be completed prior to construction of the drainfield to confirm application rate. If results require a design change, construction shall stop pending On-site review and approval of a change order. Please submit results with inspection report. Received By: Date: a I Issued By: `/' / Date: FAYP MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On-Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 051-792-19 Property owner(s) Carlee Lindquist Day phone Mailing address PO Box 771532 Site address 21218 Baron Drive Legal description (Sub'd., Block & Lot) McKinley View Estates, Block 2, Lot 15 Legal description (Township, Range & Section) Lot Size 30,007 Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field E Initial I I Single Family (SF) H (w/wo ADU) Septic Tank n Upgrade n Duplex (D) ❑ Holding Tank [ Renewal Multiple Dwellings ❑ Privy Li (SF and/or D) Private Well n Water Storage n 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 Mun tipal Codes. (Signature'of property owner or authorized agent) Permit/Rush Fees: 5 ,9 Waiver Fees: Date of Payment: 112-MI Date of Payment: Receipt Number: O--4-13Receipt Number: Permit No. Q'S PI Ef a M Waiver No. G:\Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc Crewdson_Engjn ng,,LLC James"Jay"Crewdson, P.E. 1. � Email: CELLC.1@outlook.com Cell/Text: (907)280-9493 Fax: (907)688-2295 - cvil&Environmental Engineering August 3, 2018 Onsite Reviewer Municipality of Anchorage On-site Water&Wastewater Program 4700 Elmore Road Anchorage,AK 99519-6650 Reference: McKinley View Estates, Block 2, Lot 15 Septic System Upgrade Design Narrative The owner would like to upgrade the septic system to 5-bedrooms. The design calls for removal of the existing septic tank and installing a new 1500-gallon septic tank in the same location. The existing drainfield easily passed an adequacy test and will be lengthened to accommodate 5- bedrooms. A percolation test at TH1 yielded a percolation rate of 13-MPI. Using an application rate of 0.8-gallons/sf, the drainfield extension was chosen to be a Wide Trench 5-feet wide by 34-feet long with 4-feet of effective depth and 4-feet of cover for a total depth of 8-feet. The 5-bedroom alternate drainfield will use BioBarrier Membrane BioReactor advanced treatment with an application rate of 23-gallons/sf for a drainfield size of 5-feet wide by 5-feet long with 4-feet of effective depth. Public water is located in the street (Baron Drive) and the water service enters the house from that side of the property,which is the opposite side of the house from the septic system. Please feel free to •ntact me if you ave any questions. i�� ,�"�� of A•4q‘b 4.0/ r %P• ' .1" 11 � i *• James"Jay" ewdson, P.E. , 4 /� * , es A.Crewdson; j Ci C11527 It 9 •Fs-3—1 ••• 1% "* ssio4a� — AQ..c ► (aa7-9 PO Box 671389 • 18368 Amonson Road • Chugiak,Alaska 99567 ! 'EBUILD(E)SUMP PLAN ABOVE DRAINFIELD EFFECTIVE DEPTH SCALE: 1".30' i LOT 15 E)DRAINFIELD ,/ E)SEPTIC TANK 4REMOVE IAW THE � CODE O . P)1500 GALLON • ' 0�� DC. SEPTIC TANK .DRIVEWAY �` .,....°)61/44/ gam /\TH1 '• . L L.�ALTE4'ED 5BR • \/ ALTERNATE 5BR SFH /// 10%± O ° DRAINFIELD USING `rJ�/ BioBarrier ADVANCED TREATMENT PUBLIC WATER IS LOCATED v f IN THE STREET AND / h/ TH2 P)DRAINFIELD EXTENSION ENTERS THE HOUSE ON ;r y. PERC:TH1 13-MPI,APPLICATION RATE:0.8-G/SF THE STREET SIDE. a W 'W IDE TRENCH:5x 34'L,4'ED,8'TD y� T 4 „,,...--•10%±0%* (P)TRENCH LENGTH DOES NOT INCLUDE ANY PART OF(E)TRENCH /�/ �� P)TH2 / O� Q � PERCOLATION TEST ONLY TO VERIFY 10' MIN PROP.LINE SEPARATION DRAINFIELD APPLICATION RATE �ski” �� O� 49 QO2 /'y mo NOTES 1. THE 37.5'ELECTRICAL TRANSMISSION LINE EASEMENT LEGEND FG-finish grade AND 10'PROPERTY LINE SEPARATION SHALL BE (E) existing IAW-in accordance with FLAGGED BY A LICENSED SURVEYOR PRIOR TO (P) proposed MOA-Munic.of Anch. CONSTRUCTION BR-bedroom MT-monitor tube 2. THE CONTRACTOR SHALL INFORM THE ENGINEER OF CO-cleanout SF-square foot WHEN TO CALL IN THE MOA REQUIRED 24-HOUR AND DC-double CO SFH-single family home 2-HOUR CONSTRUCTION INSPECTION NOTIFICATIONS EG-existing ground ST-Septic Tank FC-foundation CO W/-with Crewdson Engineering,_.LLC McKinley View Estates, Block 2, Lot 15 �.'�=.......cir.q��\.: 41tl , •.§:f_vo ......, .. ' Septic System Upgrade *: 49" i''‘ -.*57 ri to Five Bedrooms . - / •. J.mes '.Crewdson • j ,t, . Prepared for: /r+�Ec,•.• C11527 ..• g.. � Civil&Environmental Engineeringee Date: 8-3-18 42 •1• ,� PO Box 671389 Chugiak AK 99567 • ceulo.1@ouuook.Gom Permit: OSP 181229 Page: 1 of 1 ` l\��`"�� Cell/Text:907-280-9493 • Fax:907-688-2295 ALL INFORMATION SHOWN ON THIS DOCUMENT IS THE PROPERTY OF CREWDSON ENGINEERING.LLC MO SHALL NOT BE USED FOR ALLC#112279 ENGINEERING OR CONSTRUCTION PURPOSES WITHOUT WRITTEN PERMISSION FROM CREWDSON ENGINEERING.LLC ALLL. *11LL1V Municipality of Anchorage '•'' !•rl Development Services Department ...0 •' r\ 9 /�� Building Safety Division a 1b 4 ••�t•ED On-Site Water and Wastewater Program /4700 Elmore Road / • ••• !—P.O.Box 196650 Anchorage,AK 99507 �/ • me A.Crewdson ,• ie www.ci.anchorage.ak.us t+ • C11527 • fil.: (907)343-7904 v1`� ,9�0 7-96-/ '.. �.� Soils Log - Percolation Test ItvOFESS10NP— Performed For: Car i ty N_ L_ Li v-, U ;I• t Date Performed: .7–Q?45- , D Legal Description: 1 e K;�l p VIP ) t e'�r Township,Range,Section: TH1 �l�c k a / Slope Site Plan a }. 15 Depth (Feet) 2- -?. e 3- 4 5- (•_:•7- H, : - NS '/ ),–) 6- 7- 8- WAS GROUND WATER 9-- -- ENCOUNTERED? N e - s 10- 1 IF YES,AT WHAT DEPTH? L O -, Depto Water After „ E 11- Monitoring? onitoring? ,i_�;,�11,-✓�)LL/,� _ E l.dM 12- Date: <' 7)-& 13- Reading Date Gross Time Net Time Depth of Water Net Drop 14- i30 y (minutes) (start/end) (inches) 6 3/' i t 15- . \ 1 ,•7-71' '1* ( �'- 3 s e 16- ' . 2 3 6 6"/v' a 3% 17- 3 3 v 6k sr?' 138 t 18- 4 )IMw 19- 5 20- 6 x minutes PERCOLATION RATE !3 (minutes/inch) PERC HOLE DIAMETER 6 inch TEST RUN BETWEEN `i ' FT AND _3 . 's FT COMMENTS sandy-sods #'r(*) be.%k Q d PERFORMED BY: Crewdson Engineering LLC 1 James Crewdson CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 7-d j-/ X , T"�-I WELL HOUSE:Legend ..' c8 \ 00 6.a.tca. .e o�OMANsa n Z 2132i1MCKINLEY UTILITIES(OTHER UTILITY} 0 Aa ......nm.ar.e Z \ eor...a...m.....r. vtA(AER fi S: •. A R • c....wa.,.0 o..... [m aver y.w., tas£ �x3!<' D`_.L�_._..-.......W.f-t-; �^'� Ski 22$16 41> ... AMC, ,;g.. CI I i .-... . • 221331 14.1 o.a.n. -._ r a. :x lt:[ /3A r 1 _x. _--1-. 1 9 • IS .nP.m.o...uw > ' j .` '�3 g 2x764 .f Vase.Airi. Yamol AV OI i Mckinley Utilities 1140 "'z 3 f,':' OM (Other - —_.._... v r.... « - Water Utility) WA O�� tr,-x-r+- 21234 c..wnol.4+'1.. emiplM3 - 'Tr40 e V 7s. a .<N.w '�113.tl11A1 7362 `^. . - . 6OM..11...41... 0.1060.a. ,.....w - / <!'. d$ ‘g- '44� , .... Camas As a..., �d MCKINLEYUTILITIES ' �^) INTERTIE Ali• , \ D �,o..�aA Er PLAN SE' Z! INFORMATION AND DATA CONTAINED ON THUS DOCUMENT acx ' 0 ,• , , 1201 • IS NOT TO BE CONSIDERED ACCURATE AND THE -Rc:��.f r. MUNICIPALITY OF ANCHORAGE. ASSUMES NC)LIABILITY '� FOR DAMAGES OCCURING AS A RESULT OF USING THIS DOCUMENT.FOR THE LATEST AND MOST LP TO DATE -" -h. .?!v .. 1a 13260 INFORMATION YOU ARE URGED TO CALL TIE ANCHORAGE WATER a WASTEWATER UTILITY 520 ,, r, EKLUTNA P2 STATION 7: r AT (907) 564-2T25 BEFORE STARTING OPERATIONS V .?�:E' .wa:Ata:.. HOMESTEAD VAULT NW1459 Grid Number Water Distribution System 14)ctie r Dery GQ evti 6 )' oe ova fie S4re,e r$421 v‘o co-41;c.-1- ,fie fi- c . NAME MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SiTE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT l'PHON~-- ~------- [~ NEW [~DPGRADE MAILING ADDRESS LEGAL DESCRIPTION Zc:,t /:~ .... z,~/~,~'/~~ '~ Rz t~' ~,~ l~v ~,_'x',~ ~.~,, LOCATION ~ Wall Absorption area ~ ?z/ Dwelling ~ [Lq capacty riga onsl I Inside ength i__~~'~ 'l/',~/~ ~i IF HOMEMADE: I .... ~ ~ I DISTANCETO' Dwelling ~ ~ ~ Manufacturer ~l Well--- ; I Foundation ~ ~ / DISTANCE TO: ~ ~,~1~1~[~ ~ / ~ No, oflines/~ Length of each line Z . lTota~length of lines ~ ~ ~ ] ~ I 3Z? "'-7~/ I t~'~ ~ ~ Typ~f crib Crib diameter Crib depth ~ guildin~ foundadon Sewer }ine ~__~ __~ DISTANCE TO: j Sept~ NO. OFBEDROOMS~ Width Material ~ot line/,)~ / Trench width ~, .) ~ ioches ~¢ inches PERMIT NO. No, of compartments Liquid depth Liquid capacity in gallons PERMIT NO.~? '2 Distance between lines Total effective absorption area E 6'O /:/' ITotal effective absorption area PERMIT NO. Absorption area(s) OTHER PIPE MATERIALS SOIL TEST RATING REMARKS APPROVED DATE LEGAL PERMIT NO. DEPFIRTMENT ~. HERLTH FIN[... ENVIRONMENTFfL. r'ROTECTION 825 "L." STREET., RNCHORFIGE., ~K. 9950:I. 264-4720 ( 82~LI.S":]: ) FIPPL I C'FtN T L.OCFIT I ON LEGFIL CHFIRLES FERRI~ L±5B2 MCKINLE~r' VIEW EST PO B0~927 E.R. 995?? LOT SIZE 694-9825 999999 SQUf~RE FEET T'¢PE OF' SOIL FtBSORPTION S'¢STEM IS: TRENCH MBXIMUM NUMBER OF BEDROOMS SOIL RR"FING (SQ F'T,.-"BR)= :1.50 ]'HE RE(.;!UIRED SIZE OF THE SOIL RBSORF"f'ION SYSTEM IS: 'THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFiELD. ]"PIE DEPTH OF R TRENCH OR PIT IS 'THE [:,IS;TFINCE BETWEEN THE SURFRCE OF THE GROUND AN[) THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS NO SET WIDTH FOR 'TRENCHES. THEE GF.'.R'v'EL B, EF'TH IS; THE MINIMUM DEPTH OF' GRf:IVEL BETWEEN ]"HE OUTFRLL. PIPE FIND THE BOTTOM OF THE EXCRVRTION (IN FEET). PERMI]" RPF'LICRNT HI=IS THE RESPONSIBILIT*r' TO INFORM THIS [.',EPI~RTMENT DURING THE INSTRLLRTION INSF'ECTIONS OF FIN'¢ WELLS RDJRCENT "FO THIS; PROPERT'¥' RND THE NUMBER OF RESIDENCES THRT THE WELL HILL SERVE. BFICKFIL. L. ING OF RN? S'¢STEM WITHOLIT FINIAL INSPECTION f'-ff4D RPPROVFfL B'¢ THIS DEPIZlRTMEt",IT WILL BE SUBJ'ECT "FO F'ROSE:C:UTION. MINIMUM DISTRNCE BETWEEN fa WELL RND RN"r' OF,I-SITE SEI,.IRGE DISPOS£4L S'¢STEM IS 100 FEE']" FOR ~ PF-:IVRTE WELL OR i50 'TO 200 FEET FROM FI PUBLIC 1.4ELL DEPENDING UPON THE T"r'PE OF PUBLIC 14ELL MINIMUM DIS'TRNCE FROM R PRIVR]'E NELL ]'0 R PRI",,'RTE SEWER LINE I:S 25 FEET RND TO FI COMMUNIT'¢ SEI.4ER LINE IS; 75 FEET. OTHER REr~.:!UIREMENTS tdR'.d P]PPL'-d. SF'ECIFICRTIONS RND CONSTRLICTION DIRGRRMS RRE RVRILFIBLE TO INSURE PROPER IN'..STRLLRTION. I CERTIF~.r' THRT ±: ); BM F'RHIL..IRR WITH THE REQUIREMENTS FOR ON-SITE SEWERS F4ND WELLS RS SET F'ORTH B'¢ THE MUNICIPRLIT'.¢ OF' RNCHORRGE. 2: I WIE..L iNSTBLL THE S?¢E;TEM IN RCCORDRNCE WITH THE CODES. 2: I UN[:,ERSTRND THRT THE ON-SITE SEWER S't'STEM MR'¢ REQUIRE ENLRRGEMENT IF THE RESI[:,ENCE IS REMO[:,ELE[:, TO INCLUDE MORE THRN ]: BEDROC~MS. E;IGNEE:,: ..~_~-_.~4~__ RF'PL. I C:FfNT CHFtRL. ES FEF.'.R I S I E;SL Et:' : ' r '~ - ' ~" ' V4. 0 E,~' _~.._-~:. ............ .._ ...... =~.._ ;; ............. ~..;_~ ......... [. kITE ...... 'f tloreby ccrti£y t,M~t l haw~ ~:ttr¥'cyed the foltowJ, l/,'! dcxcrib~'d me~t:; situated thru'coo are within tim pt'0l>0rty th~es at,d do no[ overlap Or encroach on th<: propel'ty lyi~g adjacet~[ the~e- to, that x~o improw:ments on propcrl,y ]yin~f adjacent roadways, lran:-;mission limzs or (;thc/' visible easommds on said property except as indicated 13att~d at Eaale River, Alaska / "'/ ' '"' ' 9" itOBJ'IRT C. JOIINSON ''~" Box 4SI;, Eagle ]~,ivcr, Alaska Phone (9,97) 69,t.-25'13 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECT]ON 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST // SOILS LOG PERCOLATION TEST PE.FORMED FOR: LEGAL DESCRIPTION: 1 2 4 5 6 8 SLOPE ~)1 gSiTO~E p.^ O't,J ~) 10 11 12 13 14 15- 16 18- 19- WAS GROUND WATER ~,l~.5 l~ ENCOUNTERED? O P IF YES, AT WHAT i ~ I E DEPTH?__ Reading Date Net Time Depth to Water Net Drop 20- COMMENTS PERFORMED BY: PERCOLATION RATE __(minutes/inch) TEST RUN BETWEEN - FT AND~... ~-----~-~ FTZ 72-008 (6/79) APPLIC..NT FILLS OUT UPPER HAL ONLY Phone Properly Owner · Zip Code Mailing Address ; Buyer Address Zip Code Lending Institution Phone Address Zip Code Phone Realty Co. & Agent ' Address · , /_ip Code Legal Description ,· Street Location Type of Residence ~ Single Family '[~ Multiple Family No. of Bedrooms [] Other Water Supply ~ Individual ATTACH WELL LOG. A wcfll log is required for all wells drilled since June 1975. [~ Community For wells drilled prior to that date, give well depth (attach log if available). [] Public Utility Sewer Disposal [] Individual Year Individual Installed: ~] Public Utility When Connected to Public Utility: [] Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Time Time Time Time Inspector Inspector Inspector Inspector Field Notes: ( ) APPROVED BEDROOMS *CONDITIONS OF APPROVAL ( ~.)~.CONDITIONAL APPROVAL* ~ ~ X Soils Rating Date ~sr ~nsta~ed ~ell To Absorpticn Ares ~eH Leg ~eceived ~ell to ~nk Septic T~k 72-023 (3/82) MUNICIPALITY OF 0 .- Development Services Department On -Site Water & Wastewater Section Parcel I.D. 051-792-19 ANCHORAGE Certificate of On -Site Systems Approval 1. GENERAL INFORMATION Expiration Date: Phone: 907-343-7904 Fax: 907-343-7997 7 -11'- 2-0 ZC Complete legal description McKinley View Estates, Block 2, Lot 15 Location (site address) 21218 Baron Dr. Current property owner(s) Carlee LindquistDay phony 907-244-0666 Mailing address PO Box 771532, Eagle River, AK 99577 Real estate agent Day phono._ 2. TYPE OF DWELLING: [X] Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) I 3. NUMBER OF BEDROOMS: 5 � i 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well ❑ Private Septic 0 Water Storage ❑ Holding Tank ❑ Community Well 0 Community ❑ Public Water System ❑ Public Sewer I ❑ Waiver request for i distance: Received by: Date: ,COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 55D.D10 Date of Payment Receipt Number COSA## 03312193� Waiver Fee $ Date of Payment Receipt Number Waiver # S.- STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I ve on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for on-site water supply and/or wastewater disposal system is (are) safe, functional at bedrooms and type of structure indicated herein. I further verify that based on the Municipality of Anchorage files and from my investigation and inspection, the on-site disposal system is (are) in compliance with all applicable Municipal and State codes effect at the time of installation. Name of Firm Crewdson Engineering, LLC Phor Address PO Box 671389, Chugiak, AK 99567 Engineer's Printed Name James Crewdson Date 6. DSD SIGNATURE i System #1 Approved for 5 bedrooms System #2 Approved for bedrooms , Disapproved ALC, 1 1a.f Conditional approval for bedrooms, with the following J By: ` "�"� Original Certificate Dat( The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems, representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alli not responsible for errors or omissions in the professional engineer's work. i 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other j COSA Checklist blue sheet { ify that my investigation, based Ihis application, shows that the d adequate for the number of information obtained from the tater supply and/or wastewater ordinances, and regulations in 907-280-9493 '/3/2019 t� F 4 TH� •. � 1 .:. lame T dson / G11527 .•'�i� oW((((l(6(( . OY F , aAA,��i�7---- \4 i llv-0I I E:: .� . ASTEWATER Z :-- PROGRAM�§ _7_((_ Val (COSA) based only upon the The Municipality of Anchorage is s Legal Description: McKinley View Estates, Block 2, Lot 15 Parcel ID: 051-792-19 If more than 1 septic system on lot: COSA Checklist # of Structure served by this system A. WELL DATA JClass A Community Water System ❑ Well log is filed with Onsite (or attached) Well production at time of test 711 p Date drilled Water storage tank volume gallons Total depth ft Well disinfected for ' orm test? El Yes ❑ No Cased to ft ❑ Coli acteria is Negative ❑ Sanitary seal is functioning correctly itrate mg/L ❑ Nitrate less than MRL (ND) ❑ Wires are properly protected Arsenic ug/L ❑ Arsenic less than MRL (ND) Casing height (above ground) in. Collected by Date of flow test for C Date,of Sample Static wat el at beginning of test ft. ents B. TANK DATA Age of tank(s) 1 years Tank type/material ST/Steel ❑ Standpipes/foundation cleanout per record drawing Date of pumping not required C. LIFT STATION ❑ Required maintenance :co:mplet Age of lift station rs Lift station mat Com s D. ABSORPTION FIELD DATA Which system tested (date installed) Oct 1982/Aug 2018 Adequacy test date 73/2019 WE ALL standpipes present per record drawing Results Q✓ Pass For 5 bedrooms Total measured depth from grade 7.3/8.8 ft (max) Fluid depth prior to test 0/3 in Measured depth to pipe invert from grade 4.814.8 ft (min) Water added 750+ gal ❑ N/A — pressurized field New depth 014 in ❑ Monitor tubes go to bottom of drainfield. If not, state sed time 180 min Ela depth into effective p ❑ Code -required soil cover over field Final fluid depth 0/3 in ❑ System presoaked Absorption rate 750+ gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) date of test) Gallons introduced gallons ^ If yes, enter date Comments/Deficiencies: field lengthened August, 2018- - COSA Checklist yellow sheet E. SEPARATION DISTANCES From Private Well on Lot to: Class A Community Water System if No ft Surface Water > 100' Septic Tank/Lift Station on Lot > 100' >200 Community Sewer Manhole/Cleanout > 100' ft Driveway/Parking > 0' Yes if No ft EJ Yes if No ft Neighboring Tank > 100' Yes if No ft Private Sewer/Septic Line > 25'E] Yes if No >200 ft Absorption Field on Lot > 100' Yes if No >200 ft Holding Tank > 100' ❑ Yes if No ft Neighboring Absorption Fields > 100' Animal Containment > 50' ❑ Yes if No >200 ft Yes if No ft Community Sewer Main > 75' ❑ Yes if No Manure/Animal Excreta Storage > 100' ft M Yes if No X200 ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ® Yes if No ft Surface Water > 100' Property Line > 5' ® Yes if No ft Driveway/Parking > 0' Absorption Field > 5' [71 Yes if No ft Wells on Adjacent Lots: Water Main > 10' F71 Yes if No ft Private Wells > 100' Water Service Line > 10' 0 Yes if No ft Community Wells > 200' From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' ® Yes if No ft Driveway/Parking ?10' Property Line > 10' Q Yes if No ft Wells on Adjacent Lots: Water Main > 10' Q Yes if No ft Private Wells > 100' Water Service Line > 10' Q.Yes if No ft Community Wells > 200' Surface Water > 100' 0✓ Yes if No ft F. ENGINEER'S COMMENTS G. ENGINEER'S CERTIFICATION I certify that l have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. COSA Checklist yellow sheet Q Yes if No ft ® Yes if No, comment E Yes if No ft ✓❑ Yes if No ft ® Yes if No, comment 0 Yes if No ft Q✓ Yes ifi No ft ... 0 F A TH .. ......p. ... �/ . A Wi wdson . o �U'n/'� ': C115 7 •rrv� tV®t FESS\y��VVV swr ALL C. l 131a -�Ci