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HomeMy WebLinkAboutUPPER EAGLE RIVER ESTATES BLK 1 LT 5AUpper Eagle River Estates Block 1 Lot 5A #050-781-07 ,30 `(PAL T MUNICIPALITY OF ANCHORAGE sent On-Site Water&Wastewater Program o� S^� PO Box 196650 4700 Elmore Road Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 .- ft, http://www.muni.org/onsite v \ - 1)ce pa _ p tni nt MO 4NOR On-Site Wastewater Disposal System Permit Permit Number: OSP181209 Effective Date: 7/31/2018 Work Type: Septic Upgrade Expiration Date: 7/31/2019 Tax Code Number: 05078107000 Site Legal Address: UPPER EAGLE RIVER ESTATES BLK 1 LT 5A G:0056 Site Mailing Address: 20321 RAVEN DR, APT B, Eagle River Owner: HANSON JAMES R Lot Size in Sq Ft: 46207 Design Engineer: ARC TERRA CONSULTING INC Total Bedrooms: 4 This permit is for the construction of: 2 Disposal Field 0 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 • Received By: Date: 7 3/ Issued By: ec.VCo'eti Date: 7®18 Municipality of Anchorage aF , , ,� P.O. Box 196650 0 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 ® Fax (907) 343-7997 http://www.muni.orglOnsite Development Services Department On-Site Water and Wastewater Section **** VARIANCE/WAIVER REVIEW xxxx Waiver#: OSV181050 COSA#: Permit#: OSP181209 PID#: 050-781-07 Legal Description: Upper Eagle River Estates Block 1 Lot 5A Engineer: ArcTerra Applicant: James R. Hanson Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 2.0 feet. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. Waiver is Granted: X Waiver is not Granted: Date: 7/31/16 16 Approved by: Name of Reviewer • **** VARIANCE/WAIVER REVIEW **** MUNICIPALITY OF ANCHORAG :1 JUL 18 zo18 . a. ti 4 ° ;:� 1 h Community Development Department Phone: 90 --43-,`'ti" 9 Development Services Division Fax: 907-343- -- On-Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 050-781-07 JAMES R. HANSON 907-862-0566 Property owner(s) Day phone Mailing address 8973 W PARKVIEW TERRACE LOOP, EAGLE RIVER, AK 99577 Site address 20321 RAVEN DRIVE, EAGLE RIVER, AK 99577 Legal description (Sub'd., Block & Lot) LAPP ER EA Ca L E RIVER ESY TES ,B LK 1 LT Si) Legal description (Township, Range & Section) Lot Size 46,207 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (Z all that apply) Absorption Field Pi Initial ❑ Single Family (SF) El (w/wo ADU) Septic Tank P1 Upgrade Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: 772-&-A/C'ff 'TD /Wc)/ 'TV G/4" Distance: 2 I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signatu - •/• •perty owner or authorized agent) P: mit/Rush Fees: 5(o' Waiver Fees: 02//(5 // Date of Payment: W ISY ?LS Date of Payment: 21t7 Receipt Number: 01570613 Receipt Number: 615706D Permit No. Q3 P 1'I«0 ` Waiver No. (5V I1.1660 Permit App_9-1-12.doc ,FtcTERR, ARC FRRA CONSULTING, INC o,T` r,,,�.� � 212 E.51°Ave,Anchorage,AK.99503 e Office(907)868-3791,Fax(907)868-3793 July 17, 208 Municipality of Anchorage Development Services Department On-Site Water &Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Upgrade Sewer Permit& Lot-Line Waiver Upper Eagle River Estates Bl, L5A It has been determined that the absorption field of the subject property is saturated. Subsequently, the owner has requested we proceed forward to obtain a septic permit to upgrade the septic system. The general slope of this lot is flat over the septic area. On June 26, 2018 a testhole was performed to investigate soils and groundwater. The results of this test are attached for your review. The proposed upgrade will serve the existing 4- bedroom single-family residence. We propose to install two pressurized 50' trenches. Due to lot layout and an unknown septic standpipe in the SW corner, well radii, etc... we request a waiver to lot line of 2' from the proposed trench. Groundwater was not encountered at excavation or at monitoring. The property and adjacent lots are served by private water. There is no surface water within 100' of the proposed system and there are no known curtain drains within 50'. We do not expect there to be any adverse effect on adjacent lots by the development of this system. If you have any questions, please contact me at 868- 3791 / FAX 868-3793. Respectfully submitted, ArcTerra Consulting, Inc. Kenneth . !-_ , P.E. Attachments: On-Site Sewer Application Wastewater Absorption System Details/Site Plan Soils Log/Percolation Test 20441 PTARMIGAN BLVD • EAGLE RIVER,AK 99577-8736 • PH(907)868-3791 • FAX(907)868-3793 WELL & WASTEWATER DISP❑SAL SYSTEM DETAILS/SITE PLAN UPPER EAGLE RIVER ESTATES LOT 5 BLK 1 APPROX. WELL LOGO •,;Z:, APPROX. WELL LOC.o /Atilt&STAMM LOT 5B • 11!d.' \II' FG. S 89'50'26' V 300.21'/ n sir t• ' •e' 1 Lot 5A ' il., .. ,• Block 1AshitsFIAT r�arF " " °Oros nni m _. W LOT 6A $ ' I i`Pir'rKive"`�i\�� mm _ FIAT _ g .u n..x uc� ..Q-. Tv MT•A MTR�, y ' Ct 4,7 M\O ��� fu 1 I now-in.„ MT PA 1o1 .. I� b ,,,T 7!do-, $ I `-31 ; I f , Y "� '•47••' V 280.24' TILINT I ar RAVEN DRI LOT 4 LOT 4A cn 3 APPROX. WELL LOC.o "0. o FLAG PROPERTY LINES g, WELL RADII & EASEMENTS PRIOR TO CONSTRUCTION Scale; 1'= 100' 135 DESIGN DETAILS PAGE 1 OF 2 CE 4 BDRM X 150 GPD = 600 GPD L. 600 GPD/.6 GPD PER SQ. FT. = 1,000 SQ. FT re w (1000 / 5 x 0.5 RF (4' GRAVEL) = 100 FT. TRENCH USE 2 TRENCHES - 50' (L) X 5' (W) X 4' (ED) a Total depth of system is 6' from original grade. D Total depth of gravel below distribution pipe Is 4' , NO PUBLIC WELLS WITHIN 200' OF PROPOSED SYSTEM. NOTES: NO PRIVATE WELLS WITHIN 200' OF Taj PROPOSED SYSTEM EXCEPT AS NOTED. 1. INSTALL 1500 GAL STEP & INSULATE TANK IF <4' COVER, NO SEPTICSYSTEMS WITHIN 200' OF 2. INSULATE TRENCHES WITH 2' HD BURIAL FOAM IF < 3' OF FILL, w PROPOSEDDWELL EXCEPTPTAAS NOTTED.. MIN. 2' FILL WITH INSULATION, >3' COVER NO INSUL REQ. 3. CONTRACTOR WILL ENSURE MINIMUM 2% SLOPE INTO SEPTIC TANK. 4. CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT WELLS, SEPTICS EASEMENTS, PROPERTY LINES, ETC... w —�\� j<S OF �\ 1 PREPARED FOR: lE j?D N �r��' ' 1 JAMES R. HANSON oti ''''‘ C `Cq �� 1 `r # 20321 RAVEN DRIVE �� E r* . A % WASTEWATER DISPOSAL SYSTEM DETAILS UPPER EAGLE RIVER ESTATES LOT gA BLK 1 IRON PIPE S 89°50'26" W 300.21' • • In x I ('7 .- ET Lot 5A ' 50' ° LINE PER PLAT P-532 '-' - 0' UTILITY 40' GARA ii EASEMENT EXISTING FIELD Block 1 6.= PLAT 78-159 t-11.11.11/. +.1;--� • •- -• ° CO 4a CD ',el x I / 0 / ---- C❑ 1 DECOMMISSION EXISTING S.T. i ,' 17.5' 23.0' p x & LIFT STATI❑N PER CODE / 2.0'0, 28.0' O I & INSTALL NEW 1500-GAL x STEP TANK - ADD DIVERTER °01' r r STXR4 li.o'D 2-STORY FRAME Z TO PROPOED & EXISTING FIELDS HOUSE 32.0 CO CO I I 79,0' x •• 0 I+ 1 14 .5' 8.0' 24.0' 22.0' FLAT MI _ _ 4,0 ,E76< ADD INSUL, 111111 12D xCK24 ' Q� OVER DRIVE FLAT 1 S6' X135' 24.0' 111111 62 x 1.25 — PAVED DRIV STAIRS) 2 PVC ` 5' X 4' Q x Li o J ° 40.3' TH18-1 MTs FLAT MTs 6' HIGH WOOD FENCE xIS 2' +/- INSIDE OF 3 FLAT CI 1 PROPERTY LINE N p---x , x x x x 2xFRN PL x x x x x x x x I x x + F N PIPE 89°47' W 280,24' 30' 1 RAVEN DRI m U W a D PRESSURIZED DISTRIBUTION SYSTEM HOLE SPACING DESIGN 1. RESIDUAL HEAD = 5' 2. HOLE SIZE = 3/16' = 1.00 GAL. PER HOLE @ 30 PSI Eo- 3, 30 GALS (PUMP DELIVERY)/1,00 GALS./HOLE = 30 HOLES W 4. 100 LF LATERAL/30 HOLES = 3.3' SPACING PER HOLE `; 5, ALL HOLES SHALL HAVE CAPS INSTALLED PER MANUFACTURES SPECS, Scale: 11= 40' W .10:46`41"11101kPAGE 2 OF 2 <N OF r `��\ PREPARED FOR: CTE co E �� 1 JAMES R. HANSON ti �R R�� �' 20321 RAVEN DRIVE EAGLE RIVER, AK 99577 ,4'4° /,I�ek\� '' N / * .4 : TH /�. �. ,Af / 907- 862-0566 , Ij II \ 1 'M. D / 2f / FIELD BOOKS COMPUTED: ; IngI�Ian Z , V1 Awa / BOUNDARY:BOUNDARY DRAM: BMW �,12CL' r��`1' CE 711 �x Si ��`+ti* sTAX 4G: STAKING CHECKED: KMDco t iii .`.ti,p� cl `y' ' AS8UILT: DATE: '�•'`r�•-\'' �i \ Py APB 07/17/2018 ‘.1° 9 ,,,' # ESS O�� DWG. FILE: GRID: SW0056 c(F 0 \��e°�, *4-4.NS 3 L `\� ACAD FILE: FILE ,ae No.:- 8160 R, K 99577-° RCTERR ARCTERRA �, ) OF AZ4 1 AY � < " CONSULTING, INC / Q' 4 i212 E. 51St Ave,Anchorage,AK.99503 / • '9 i • a Office(907)868-3791, Fax(907)868-3793 / ,k, 4 TH * ovar ''<to 04,sul. ‘Nr•cfPi # "9 KENNET-F.1 ,`. tif .A. , SOILS PERCOLATION TEST I s lik P •Ess •.4 Performed for: TAMES R. HANSON Date Performed: 6/26/18 \116..`""lb Project: Upper Eagle River Est.B1,L5A TEST HOLE# TH 18-1 Depth (Feet) SEE ATTACHED SITE PLAN 7,,v:.,.: FOR HOLE LOCATION 1- :,,, `, Org/OL Was Ground water encountered? NO What depth? NA 2 Depth to water after monitoring? NA Date? 7/3/18 3- '0 4- . ' GM/SM Reading Date Gross Net ' Depth of Net 5- 'a? • -: Time Time Water Drop 6- . .,� , 1 7/3/18 1:00 - 6" - I I 7-5' q 2 1:30 30 min 4 11/16" 1 5/16" 83 * 1:31 - 6" - 4 2:01 30 min 4 12/16" 1 4/16" 10- 5 * 2:02 - 6" - 1 1 • ,;. 6 2:32 30 min 4 12/16" 1 4/16" 12- ' 7 ~ 13- ' ' BOH 8 14- 9 15- 10 16- HOLE PRESOAKED 11 PRIOR TO TEST 17- 12 18- * Water Added 19- Percolation Rate 24 (min/in)Perc Hole Diameter 6" 20- Test Run Between 3 feet and 4 feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. IRON PIPE S 89°50'26' W 300.21' CS---FD s/8• �--\ 0 �\REBAR \ 4ti)l- FD Lot 5A 'TACK i IME F'i.G': I I I1.S' l!7 Block 1 s .w 'i ;IT 4 GARAGE I I 11.8' Ch O ® © I IM In ,o ., w z W r vs• 230 47.3'-----.-- / J eo Zen4Z r i ; STAIRS:li!1!i l4 2-STORY FRAME CO o , 1 ea HOUSE • o 3 Cr) ® 1 44• '4 eao• i O 00 DECK it 4 O \ 1 1 STAIRS L,u fiu ' O x 33 2,0 e �, • t 1 O • ', STAIRS 4 1 /fFDS/8 ' Z 6' HIGH VOOD FENCE 1 403 • --WOOD FENCE / IS 2' +1- INSIDE OF , , I I PROPERTY LINE i i V R= 20.00' FD 3/4' ° • IS 89°47'00' W 280.24' AFD s////S/8• L- 31.39' LEGEND IRON PIPE �, REBAR &SEPTIC PIPES , RAVEN DRIVE 0 WELL • I hereby certify that I have surveyed the following described r P �� S' wt. ro Lot 5A, Block 1 Upper Eagle River Estates Subd., ''S;1'. property: pPe b :' •9� Plat No.78-159,Anchorage Recording District,and that no w4:' 49TH '; encroachments exist except as indicated hereon. This As-built will only show the easements that appear on the recorded • ....... subdivisionplat No. 78-159,Anchorage RecordingDistrict; " (lN o P.10393Boa 8 under no circumstances should this data hereon be used for No. `0� the construction or establishing boundary or fence lines. �'.'-o0,,„,•..B(Zo j/ •;;;; rofassionat`ac APB Land Surveying 2S '° Upper Eagle River Estates Subd. ASBUILT SURVEY SHEET SCALE IN FEET Lot 5A, Block 1 Doug Hanson 1 / 12204 East Prince of Peace Drive As Depicted on: Plat No.78-159 20321 Raven Drive Eagle River,Alaska 99577 of Anchorage Recording District Eagle River,Alaska 99577 / 1 (907)227-1361 GRID: NW+0256 Surveyed:August 11,2014 DRAFTED: RWR CHECKED: 10, APPROVED: Cerfift"O 40ritting In by COC CC. @r SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99567 -TELEPHONE 688.2759 OWNER OF LAND: ADDRESS: LEGAL DESCRIPTION: J pf%.2 /-r I[ s,a �' A KtZ r=s.— /3c_K / 4,t i $1 DATE: -7 / J y/D S' PERMIT NUMBER: _,0 FL/ t C Date of Issue - L -0y TAX IDENTIFICATION NUMBER: QY-q -L- 0-4 Is well located at approved permit location? (.Vl^S'j No Method of Drilling: L3�rotary O cable tool Depth of well: 33 �� Y - Casing Type yscE7i Wall Thickness -25Z inches 'feet Diameter—6 Incinches, depth 36 � Liner Type: Casing Stickup Above Ground: °� feet Static Water Level: Qj I feet Recover Rate: c?D gpm Method of Testing: -4j1? Well Intake Opening Type:n end O open hole O Screened; Start feet Stopped feet O Perforations Startfeet (topped Grout Type: Aj' r""te' Vo/r d lume feet Depth: from feet, to � O feet Well Disinfected Upon Completion? &A< O No Method of Disinfection: Cd see...,,= f 101ryi Comments: rZ S J 0-4b,)t S'i rGC,tj0 _X,) 6jST ��i�.c.J,�/r✓' Drillers Name CC A. F ,F,444 r tr4.,.t ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Heath & Human Services and/or Department of Environmental Conservation. Matsu Borough: Department of Environmental Conservation. t d 69LZ 299 L06 SIIeM JeJEM uenlllnS e60:60 90 9Z BnV ARCTIC PUMP & WELL INC. Fl Jim Sullivan, CPI ti �! PO Box 770197 I' Eagle River, AK 99577 �i a ewa (907) 688-2510 (907)258.2510 (907)745-2510 a+L,n'cl, imet Pump Installation Log Well Drilling Permit Number: SW080110 Parcel Identification Number: 050-781-07 Date of Issue:7-8-08 Legal Description:upper Eagle Property Owner Name & Address: River EST Doug Manson Lot:1 20321 Raven DR e • Ps.tn River A1C QQC77 Pump Installation Date: 7-16-08 Pump Intake Depth Below Top of Well Casing:351 Feet Pump Manufacturer's Name: Dempster Pump Mode1:M-75 Pump Size: 11/2 hp Pitless Adapter Burial Depth: 10 feet Pitless Adapter Manufacturer's Name: Baker Pitless Adapter Installer: Arctic Pump & Well, Inc. Well Disinfected Upon Completion? Yes Method of Disinfection: Chlorine Comments: Pump Installer Name: Arctic Pump & Well, Inc. Arctic Pump & Well, Inc. Page I of I MUNICIPALITY OF ANCHORAGE Development Services Department On-SiteWater& Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WATER SUPPLY PERMIT Initial Date Issued: Jul 08, 2008 Expiration Date: Jul 08, 2009 Permit Number: SW080110 Parcel ID: 050-781-07 Legal Description: UPPER EAGLE RIVER ESTATES BLK 1 LT 5A Design Engineer: 0000 ZZ - NONE NEEDED Site Address: 020321 RAVEN DR Owner Name: DOUGLAS HANSON Lot Size: 46207 SO. FT. Owner Address: 20321 RAVEN DRIVE Total Bedrooms: 4 Permit Bedrooms: 4 EAGLE RIVER. AK 99577 - This permit Is for the construction of: ❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy E Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3, The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By. Issued By: Date: Date: Z,k_a�? J\lunicipality of Anchorage - Development ServicpS:Department Building Safety Division �. On -Site Water and Wastewater Program „ r, 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orglonsite (907) 343-7904 ON-SITE SEPTICMELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Property owner ❑ - -4 C61 - U A Day phone �� '��a ;�oso ts) ) lJ���l �'� �� I�N`Jo�1 Mailing address Zip Code Site addressO Legal description (Sub'd, Block & Lot) Legal description (Township, Section & Range) Lot Size y(p r ;?D 1 Sq. Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ I certify that the SingleU61 y C [ /` (Signature of C-fZ- ZiD Code Number of Bedrooms THIS APPLICATION IS AN: Initial � Upgrade I� Renewal ❑ above information is correct. I further certify that this application is being made for a ivellinq and islin accordance with applicable Municipal Codes. 2rdWdl`h&7 owner or authorized agent) Permit/Rush Fees: HSr1 ` c Waiver Fees: Date of Payment: T/ r 8 Date of Payment: Receipt Number. Receipt Number: (Rev. 11/05) MUNICIPALITY 01' ANCHOFIAGE DEPARTMENT Or HEALTH AND HUMAN SEIIVICES • Environmental Health Division 025 ••L•• Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/ON WELL INSPECTION FIEPOFIT ,a nV 1I )ras. Z0.3 UE/v�2 ur E:al I'Cuml ND L0722�/ EEGAI DESCa,e DD _pS Iinipx/ SuDdvnW�/ 1�41U TANKS DI L'curoymx L 1 SEPTIC L.) HOLDING 1 /�Slmalr, Gn'ticd,y "•gallons 'v B ml No. al LUrnpuNnWlls TYPE OF SYSTEPA f TRENCH ❑ OED ❑ W. DRAIN ❑ OTHER FIELD LC a r to t •pe Dplloln I,pin r lolal Dep;n bwll onyln;a ylaoe r .p..a'Wnna S FT —�� --- FT 1, dJ.r•] Joow onymJ, y,aUr Gra.el 0,1,111Ut'nvaln ppe �) r♦ 1:7— GT DISTANCES TO SEPTIC AOSORPTIOU WELL FROM TANK FIELD WILL /20 r /30 4 , IWill Up,•. FT F •��sla u� —_ _ n LOT LINE FOUIIOATION /2' 93 ' AS-DUILI GIAGAAM Ibhuw loranun ur ooa, xrpec ss s:cm, prop,+ls wws. ,ovncu;.on V .® iEt.1t.RKS: _� g U�1LE @ C1UujH - _ ETI/ �E Cale: 11"T.U�liunaf,YllrDt,yU,db !/ATE2 . i191�/c//ZZJE'/� TO S & 5 ENGINEERING I ttrtily IhJI leis insyccliul was y:rlunu^J Duurrliny to 7:1 .17034 Cac to River Loop Road No. 204 fr,4nlcip114V41%FFIG't:'P;sd1E41E1E°4057%° — Itea,lh UepadmeDt Approval: _ _. fate.— 119 A7a51 mmm ENGINEER 4 SZAL :tt;1 �!y;✓ c. w.a• i E.o t•. rr...j J. FLs. 1457•d JlE�f;•�.r. 4 �j>•aa ff�r•r: A�° I o�' 11 fUp •OF~ «l� ��4� 2, ,5 _—FT la a ansogn�ou uea �.�rvp,.l onn•cy On rdu�yl _2 _LZ60 so FT ,-=-,a pa „ Urslpu:C ar.laeen I:n•••. p�pu n•.4�na1 �— D3o35�_�vC Odle In51JneU __ WELLS 1571h/G PRIVATE ❑ OTHER IIAenlitvl �.I.,t�nn J4yn IA,U.CI IWill Up,•. FT F •��sla u� —_ Dale im:aud n V .® iEt.1t.RKS: _� g U�1LE @ C1UujH - _ ETI/ �E Cale: 11"T.U�liunaf,YllrDt,yU,db !/ATE2 . i191�/c//ZZJE'/� TO S & 5 ENGINEERING I ttrtily IhJI leis insyccliul was y:rlunu^J Duurrliny to 7:1 .17034 Cac to River Loop Road No. 204 fr,4nlcip114V41%FFIG't:'P;sd1E41E1E°4057%° — Itea,lh UepadmeDt Approval: _ _. fate.— 119 A7a51 mmm ENGINEER 4 SZAL :tt;1 �!y;✓ c. w.a• i E.o t•. rr...j J. FLs. 1457•d JlE�f;•�.r. 4 �j>•aa ff�r•r: A�° I o�' 11 fUp •OF~ «l� ��4� ND 1189 54 00 E 30oD.2t CM .go', • M to' wnuri KAEUTs � wo,2g35� N 300. *X1 A Q� g8a" rao' 2loaW � t s9► ». sef. er�.Rc i:si FPTm:g..� Pl= T�k� F F v 'CO 9 Me 41 2)a0.24` O" W 30121 A**%p"*4V �7 •Proposed Weil g' SE o eK• well Z T - i"N5o' MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES ©fo — 7Bl -- O 7 Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name coomi;`So TANKS G/ % DISTANCES SEPTIC ❑ HOLDING TO FROM SEPTIC TANK ABSORPTION FIELD WELL A°dress n C C �c�7 . / (� U ft1 O2- h . - Z WELL �Z t7 r /3� / Material ^ u\' Zee Phones d - 0'72 Z Permit No. No. of Betlrogms 1990/549 zz LOT LINE //� Go rT /O r� TYPE OF SYSTEM (� LEGAL DESCRIPTION Lot cS� Block Subdivision GI J!% L (/• EiT. FOUNDATION /Jg S / FT LIQ FT Township, Range. Section n i / /, / i / �/ ' V ( AS -BUILT DIAGRAM dinveway. water bodies. (Show location of well, etc.1 septic system, property Imes, foundation. Gravel length/ braver wwm `L0 9 FT 2,,S- FT Total absorption area Distance between lines A980 SQ FT /0,-/— FT Number of hoesSoil rating Pipe material 2 Z60 SQ FT 03o3/- 6167 Install to Installed e WELLS j5X(57/-h/6: p PRIVATE ❑ OTHER (Identiiv) I Installer IREMARKS: Date Installed. FT 014 n I7A I(JppI I .I — L /G/�J /7 °� SCJ �t /`i wL Inspections P® orr9gd by: m G LLJ r /r�E'k% s0Z_ L G /T1 0 /t% V Date: S & S ENGINEERING certify [hat this inspection was performed according to all Municipal al77034 Eagle River Loop Road No. 204 �tl Sta� �l�P:sd9$49F�°9�5�e C Health Department Approval: �� —Dane: 30 V c -u 10 (Jrbp) TANKS G/ % x] SEPTIC ❑ HOLDING Ma Iacwler Capacity In gallons eAll /2 6_0 Material ^ u\' Zee / No. of compartments TYPE OF SYSTEM (� rXTRENCH ❑ BED ❑ W. DRAIN ❑ OTHER Depth to pipe bottom from r Total depth from original grade original grade S / FT LIQ FT Fill added above original grade Gravel depth beneath pipe FT Lj FT Gravel length/ braver wwm `L0 9 FT 2,,S- FT Total absorption area Distance between lines A980 SQ FT /0,-/— FT Number of hoesSoil rating Pipe material 2 Z60 SQ FT 03o3/- 6167 Install to Installed e WELLS j5X(57/-h/6: p PRIVATE ❑ OTHER (Identiiv) I Installer IREMARKS: Date Installed. FT 014 n I7A I(JppI I .I — L /G/�J /7 °� SCJ �t /`i wL Inspections P® orr9gd by: m G LLJ r /r�E'k% s0Z_ L G /T1 0 /t% V Date: S & S ENGINEERING certify [hat this inspection was performed according to all Municipal al77034 Eagle River Loop Road No. 204 �tl Sta� �l�P:sd9$49F�°9�5�e C Health Department Approval: �� —Dane: 30 V c -u 10 (Jrbp) MUNICIPALITY OF ANCHORAG Department.. of Health &. Human Services; 825 I_. Street, Anchorage, Alaska 99 501 343-4720 '.0 O N -- S I T E:: S E 41 E_ R Permit- Numbeara 880148 Upgrade_ Date Issued; 08/0 2/88 Engineer Designed Owner .game. DOUG) HANSON Owner Addreessn 20321. HAVEN DRIVE EAGLE RIVER, AP': 99577 P E R lel I T Parcel. Idg 050-701.--07 Lot Legal, Subdivivi.ona LIF'PE:R EAGLE FIVER ES Section: 17 Townships 14N Rangel Lot Size 46247 (scl.ft.. or acres) Max Bedrooms; This Permit; 4 Total Capacityg /f' E::Z'5'd10*4 4' 6T, Day Phone; 696-0722 Lot., `,A Blocks 1 1W 4 SEPTIC TANKN Minimum total septic: tank capacity: 1.,250 gallons. Each septic tank dust have at.. least- 2 compartments. Depth to top of septic. tank (s) <:: 4,0 §Ncat requires 7.n5iiLd3.aAt:LCH-1 over tank(s). INFORM D.,H,H.S. PRIOR TO IST & ?ND INSPECTIONS BY ENSINEER, It: AFTER OFFICE HOURS, CALL... 343-46SI AND LEAVE A MESSAGE. CONSTRUCT PER ENGINEERS ATTACHED APPROVED DESIGN. PERMIT EXPIRES 12/31/88. PERMIT VALID FOR A SINGLE FAMILY RESIDENCE:: ONLY. I CERTIFY THATF 1.:. 1 am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage (MINA) and the State of Alaska. 2. I will install the system in accordance with; all MOA codes and regulations, and in compliance with the design criteria of this, permit. 3.: I wi.3.l adhere to all I°IC1A and t-at:.<:at.e of Alaska requirements for t..hc:r set- hack: distances from any existing well, wastewater disposal system or public sewerage system on this or any adjacent or nearby lot..: 4. 1 understand that this permit, is valid for a maximum of 4 bedrooms. I also understand that the capacity of the total system is 4 bedrooms and any enlargement will require an additional permit., Si.c'-lnec:l; DATE„ (Owner) I:iOUia -LANG hl Q Icst.tsx::l T:ry, .3 ----------------------- PERFORMED LEGAL DESCRIP DEPTH .I �=Tl 1 b'( - 2 'i<2 3 d 4 0 5 6 8 6 9 ,o 12- 13- 14- 15- 16- 17 2 1314151617 18- 19- 20- Municipality 81920 Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST !AM 61111-266 ��le MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION AUG 121988 SLOPE R E C E I V E4GROUND WATER A j i R')Alyi of ``D% COMMENTS —/ CJ v //"✓c - " PERFORMED BY: S & S ENGINEERING 17034 age littyar ®op Ka ACCORDANCE WITSeeb Rt"IF MMIMSPAPYL 72-008 (Rev. 4/85) 6.............. i�►rt A. Strider Ma, ilb7% DATE PERFORMED: T/ SIT PLAN ENCOUNTERED? S IF YES, AT WHAT /) L f� t O DEPTH? p E i Depth to Water Ap�e /tl6//� Monitoring? � Date: 5 Reading Date Gross Net Depth to Net Time Time Water Drop /L PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST R BETWEEN FT AND FT / I CERTIFY THA THIS EST WAS PERFORMED IN W No. 204 3UIDELIN€N f. FECT ON THIS DATE. DATE: 0 e Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: 12-Ly G �k:� DATE P LEGAL DESCRIPTION: I.S"A ?P .I jpt7LR Lfjownship, Range, Section: T 2 2 l 3 e O 4 Or 5 op7 8 9 DO O 10- 11- 12 0 11 12 13- 14- 15- 16- 17 314151617 18 19 20 COMMENTS 9-W611— e5+-1 C- PLAN WAS GROUND WATER ENCOUNTERED? O IF YES, AT WHAT DEPTH? DepthYom' to Water Alter Monitoring? MonilerinpY Date: PERFORMED BY: S & S ENGINEERING 17034 Fagle River ACCORDANCE WITHEgIF r4V4rT/.10tIAF* 72-008 (Rev. 4/85) Y PERCOLATION RATE 21 (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND L� FT i CERTIFY THAT THIS TEST WAS PERFORMED IN ON THIS DATE. DATE: Municipality of Anchorage s Department of Health and Human Services dhh5 Tom Fink, 825 "L" Street Mayor P.O. Box 196650 Anchorage, Alaska 99519-6650 August 24, 1988 Robert A. Shafer, P.E. S&S Engineering 17034 Eagle River Lp., Suite 204 Eagle River, Ak. 99577 Subject: Lot 5A Blk.l Upper Eagle River Estates Dear Bob, The purpose of this letter is to clarify the position this department has regarding the issuance of the Health Authority Approval ( HAA ) for the subject lot. It has long been the department's position that if no records are available, either from the current owner or our files, that an adequacy test be run and the size of the septic tank and absorption area be verified. This could result in having the septic tank exposedto assess its condition. When such information is provided by the engineer the department is ensured of having reliable information with which a HAA can then be processed. This was not requi-red in this case, however, for the following reasons: 1. In January of 1978 the septic systems components were identified and noted for our files by Mr. Les Buchholz, of the Dept. of Environmental Quality, now DHHS. 2. Your investigation reported of conpartments, and method of tank, as provided by the owner. information on the size, number construction for the septic 3. The adequacy test on the absorption area was satisfactory for a four bedroom residence. Although a portion of this information was obtained from the owner, Mr. Bayless, there appeared at that time to be no reasonto doubt his word. As Mr. Bayless was the installer he would, therefore, be the most knowledgeable person to contact on the systems installation. Since the last HAA, however, many deficiencies have come to light, the foremost of which is that the dwelling is in fact a duplex. As this department has no authority to review multifamily dwellings we will have to withdraw our previous approval. Among the other discrepancies are the facts that no permit was ever obtained for either the original septic system or the upgrade, performed at a later date by Mr. Bayless. Neither did Mr. Bayless arrange for any component of the system to be inspected. If there had been an inspection a manhole cover would have been installed on the septic tank or the installation disapproved. It is regrettable, though, that these facts were not known until the system failed and required yet another upgrade. As stated earlier this department must rely on the information which is presented. As such there is an inherent dependence upon the investigation of the engineer. It is his responsibility to ensure that all the information is verified. I trust this will clarify the process by which this department issued the approved HAA, for the subject property, on 2/29/87 and again on 3/16/88 and why we will now withdraw same. -If -- you should need any further information please don't hesitate to contact this office. Sincer7% fFJ//J Daniel N. Bolles On—site Services cc: Lee Browning, P.E., Manager Environmental Services MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES DIVISION OF ENVIRONMENTAL SERVICES CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4744 5o 7 g� Application Date GENERAL INFORMATION (MUST BE COMPLETED PRIOR TO SUBMITTAL) _. (a) Legal Description (include lot, block, subdivision, section, township, range) Z_ S /-i / 1-r / (il/O0E1P-- Location (address or directions) Co 2 '/0 /a �&_- w ' /c /g vim' ti (b) Property OwnerT/• -.&-A V /e ; S Telephone: Home 6 9 37 Business Mailing Address 2032/ D/e_ 6e>x- A, /F 5- 7"7 (c) Lending Institution Mailing Address Telephone (d) Real Estate Company and A�gent� 6 Address Sb / ' L/ C y"fz� `— Telephone 7 /off (e) Mail the HAA to the following address: or: Check here ❑, if hold for pick up. List contact person and day phone number below. $ s, S ENGINEERING 17034 Eagle River Loop Road No. 204 2. TYPE OF RESIDENCE Single -Family Number of Bedrooms - 3. WATER SUPPLY Individual Well Community ❑ Public ❑ 02 o,=2r� /3 y G/rV4/a B�t-� Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. 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 72-025 (Rev 8/861 Front 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 regulations in effect on the date of this inspection. Name of Firm Telephone S & S ENGINEERING Address j7034zygle-WYer--L rRoad- Date Eagle River, Alaska 99577 6. DHHS APPROVAL Approved forL—L-612 bedrooms by ate Approved _. &/ Disapproved Conditional Terms of Conditional Approval CAUTION w; r 4ez =1! l if The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS 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. Page 2 of 2 74-025 (Rev 8/861 Back MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 MUNICIPALITY OF ANCHORAGE 284-4744 ENVIRONMENTAL SERVICES DIVISION UC,—x SA �jt Legal Description: MAR 1,6 1988 �P��� t y1.���s� A. WELL DATA RECEIVED Well Classification ✓Aqr-' If A, B, C, D.E.C. Approved (Y/N) 01A Well Log Present Date Completed A�19 to Yield Total Depth z" Cased to (IC2 Depth of Grouting Static Water Level Pump Set At el Casing Height Above Ground Sanitary Seal on Casing ON) Electrical Wiring in Conduito'N) Depression Around Wellhead (Yx@) Separation Distances from Well: / To Septic/Hafd Rg Tank on Lot Sb On Adjoining Lots ��I+ To Nearest Edge of Absorption Field on Lpt � r On Adjoining Lots 1,I4- To Nearest Public Sewer Line �7a' To Nearest Public Sewer 2� 1+ Cleanout/Manhole P To Nearest Sewer Service Line on Lot Water Sample Collected by trF��G' ; Date — Water Sample Tpst Results Comments 'r� ��► _�� ��] ca_ B. SEPTIC/l4NG TANK DATA Date Installed��� )� Size No. of Compartments --tc- Standpipes YJN) — Air -tight Caps(IN) ___yFoundation t�Ieanout (Y4W Depression over Tank (Y41V tj Date Last Pumped Pumping/Maintenance Contract on File (Y/N) 1J for Holding Tank High -Water Alarm (Y/N) I A Temporary Holding Tank Permit (Y/N) � Separation Distances from Septic/+iIok ing Tank: t To Water -Supply Welles To Building Foundation k !. t _,r To Property Line �� To Disposal Field Ud To Water Main/Service Line Course Comments Page 1 of 2 72-026 IRev. 8/861 Front To Stream, Pond, Lake, or Major Drainage C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata JVD" Type of System Design '2 -- Date Date Installed Length of Field �1v1 1 Z I I I Width of Field — Depth of Field 1� Gravel Bed Thickness Square Feet of Absorption Area Standpipes Present �J 1) Depression over Field (Y/W N Date of Last Adequacy Test Results of Last Adequacy Test Separation Distance from Absorption Field: I I To Water -Supply Well To Property Line 3� To Building Foundation Lot 2-I On Adjoining Lots To Existing or Abandoned System on Ik To Water Main/Service Line \ -4 To Cutgank (if present) To Stream/Pond/Lake/or Major Drainage Course tJ 1111 To Driveway, Parking Area, or Vehicle Storage Area Sb Comments D. LIFT STATION Date In ` Size in Gallons�� "Pump On" Level at _ High Water Alarm Level at Tested for Electrical Codes (Y/N) Comments Dimensions Manhole/Access (Y/N) — "Pump Off' Level at '" Check Permitted Bedroom Rating Against HAA Request " Vent(Y/N) Cycles during Adequacy Test. Meets MOA I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signed S & 5 ENGINEERING [late �7 — 15 —LS 17034 Eag a ver 00p oad 1Vo. 04 Company __Eagte Uver Alayka_M77_ MOA No. Receipt No. Date of Payment _ is p< Amount: $ �v ine al Page 2 of 2 72-026 (Rev 8/861 Bnck b . Y CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC. 5633 B STREET ANCHORA(3E, ALASKA 99518 TELEPHONE (907) 562-2343 FEDERAL TAX ID # 92-0040440 ANALYSIS REPORT BY SAMPLE for Work Order f 5583 Date Report Printed: MAR 14 88 @ 15:51 Client Sample ID:LSA, B1 UPPER EAGLE RIVER Client Name : S & S ENGINEERING PWSID :UA Client Acct SNSENGP Collected MAR 10 88 @ 16:15 his. P.O.f NONE REC D Received MAR 11 98 @ 13:00 his. Req f Preserved with :ICE Ordered By Analysis Completed :MAR 11 88 Send Reports to: Laboratory Super,��v.ii�ss,,orr`:STEPHEN C. EDE 1)S & S ENGINEERING " Released By : G. 6?4/ 2) Special Instruct: Chemlab Ref f: 9349 Lab Smpl ID: 3 Matrix: Water Allowable Parameter Tested Result/Units Method Limits ------------------------------------------------------------------------------------------------------- NITRATE-N 2.2 mg/l EPA 353.2 10 Sample ROUTINE SAMPLE Remarks: .............................................................. . 1 Tests Performed See Special Instructions Above UA=Unavailable HD- None Detected See Sample Remarks Above NA- Not Analyzed LT -Leas Than, GT=Greater Than 7- MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date -20 0 7 1. GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range) �o� 6 IGC /,�0�/t €IFiGGE' &IC)elC Es T. ��12 Z_ Location (address or directions) L'oe GcJvin/, ,/ (b) Applicant Name?'j- 6A► eleSS Telephfolne: Home 697 37V 7 Business Applicant Address _2 03 2 I Jl. A(1 l;; N O/Z• Qct OL /4, LE. 9l/f % (c) Applicant is (check one): Lending Institution ❑ ; Owner/43eild X, Buyer ❑ Other ❑ (explain); (d) Lending Institution Telephone Address (e) Real Estate Company and Agent Address Telephone — �L, D (f) -Mai' the HAA to thV21l91 jQGff4&fNG 17034 Eagle River Loop Road No. 204 Eagle River, Alaska 99577 2. TYPE OF RESIDENCE i Single -Family, Multi -Family ❑ Other Number of Bedrooms 3. WATER SUPPLY Individual Well Community ❑ Public ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite Public ❑ Community ❑ Holding Tank ❑ Note: If communitywell system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 'l2-025(,1,84) IMLL) SZo-zi Z to Z abed laom s,jeau!6ua leuo!ssaloid aq; u, suolss!wo ao saoaaa jo; olq!suodsai lou sl a6eaogouV io A3!led!o!unvi agl'panss! si aleolpPeo a aao;aq elep azlleue ao suo!loadsut lonpuoo lou op d3H(] to saa (oldw3 sluawaAinbaa awls Pae leJap U1eo a1 1S laq; u! paaals baa alaul6a u 6u!pual 11agl pue sawoq to siasegoind of /�saUnoo a se s!gl saop d3H0 gl ' V 3 leuo!ssa;oid luepuadepu! ue /q anoge g gdei6eaed u! uaA16 suo!leivasaidai ag; uodn Rlolos paseq saieo!3!Uao lenoiddy Aluoq;ny g11eaH sonss! (d3H(]) uo!loa;oad leluaLuuoa!Au3 pue glleaH to ;uawlieda(] abejogouV io /l!led!ounlN aqi NOilnVo E"W4v'i v:,2 VC 0 leuoglpuo0 lenojddV leuo!1!PuoO to swJal panoiddesi(]Panoiddy a3e0 � Aq swooapaq j� / �" aol panaddy J t, v lea !R,',; p✓ F asa F<„'4 r � ;A$��y�^tea: IVAOUddV d3H0 '9 LLS6S e�sely'JaA;a 016e3 ssaapPV auogdalal WAIA to aweN 'JNI833NI9N3uo� adsu! s!ql 10 aleP Gull uo 10049 u! suo!;eln6ai pue'saoueu!pao'sapoo a;eiS pue led!o!unlN Ile ql!M aoue!ldwoo ui si wals/s lesods!p aa;emalsem ao/pue (lddns aalem al!s-uo Gull 'uo!3oodsu! pue U01IL511SOAUI !w uioJJ pue sapl a6eaogouV to Al!led!o!unyi aqi ww; paulelgo uollewjolui aqi uo paseq legl /3uaA aaq>ani 1 Ulejaq paleo!pui ain3onj;s io AAJ pue swoapaq to jagwnu aql aol a;enbopepue leuo!lounl'aless!wals{slesods!paaiemalsemao/puellddnsjalema;!s-uoag11eg1 smogslenoiddV (1!joglnV 1411130H s!ql to uoge6gsanu! /w legl (3u8A I 'molaq umogs alep uogeP!leA aql to se pue olaaag paxgle leas ALU /q paipliao sV N0I1tlWH0zlNI ONtltlltlO'HOUV3S 3-1!.4'SJ.S31'SNOI103dSNl ONIOIAOHd WHId ONIH33NION3 .9 MUNICIPALITY OF ANCHORAGE n 1 ENVIRONMENTAL SERVICES DIVISION MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) FEB 12198% CHECKLIST - FEBRUARY 1984 t 264-4720 C E! V E D Legal Description: t;�/L Lam+ S V7Nq _ A. WELL DATA Well Classification S• F.' If A, B, C, D.E.C. Approved (Y/N) '`/IA Well Log Present (Y& Date CompletedI �7-6) APP A&X Yield (0 L P'N f Total Depth %&' Cased to `fO 4 ✓ r � Depth of Grouting Static Water Level Zr Pump Set At % Casing Height Above Ground — Electrical Wiring in Conduit/N) y Sanitary Seal on Casing N) Depression Around Wellhead (Y& Separation Distances from Well: To Septic/Holding Tank on Lot SIC) ; On Adjoining Lots (jp r4- r r To Nearest Edge of Absorption Field on Lot 00 ; On Adjoining Lots /oo 4 To Nearest Public Sewer Line A To Nearest Public Sewer / Cleanout/Manhole/To Nearest Sewer Service Line on Lot 2 $ _74- Water fWater Sample Collected by d <S (- N U N��G Date Water Sample Test Results Comments A , .,li r7/yr,5�,<_ T �� aSs5 B. SEPTIC/HOLDING TANK DATA SS�2(Z /XOIZ� D( Sof C4 Date Installed / 9 "� Size /ZSl7 "I- No. of Compartments 10 Standpipes (O k Air -tight CapsaN) Foundation Cleanout (YCN�i) Depression over Tank (Y,6P/ Date Last Pumped Pumping/Maintenance Contract on File (Y/N) �/A ; for Holding Tank High -Water Alarm (Y/N) �Izq Temporary Holding Tank Permit (Y/N) Separation Distances from Septic/Holding Tank: ' r To Water -Supply Well 4- So To Building Foundation /e To Property Line 61's To Disposal Field /'0' To Water Main/Service Line lo 4 To Stream, Pond, Lake, or Major Drainage Course SIA Comments �A e _ lN1i of JKSi L QJ cSXS x e7'5'J14 3-ca���v Page t of 2 72-026(11/84) C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Type of System Design Date Installed — Length of Field /(o e— Z! Width of Field — r , �Z /` Depth of Field - /Z/ Square Feet of Absorption Area Depression over Field (Y& Results of Last Adequacy Test Gravel Bed Thickness it %By Standpipes Present (ON) Date of Last Adequacy Test S.A i i5F✓tc�K j `'02 4{/3)2 Separation Distance from Absorption Field: To Water -Supply Well eco! To Building Foundation Lf Zr Lot /� / To Water Main/Service Line To Stream/Pond/Lake/or Major Drainage Course _ To Driveway, Parking Area, or Vehicle Storage Area Comments D. LIFT STATION To Property Line 3Y To Existing or Abandoned System on On Adjoining Lots 3o f To Cutbank (if present) Date Installed _ Dimensions Size in Gallons Manhole/Access (Y/N) "Pump On" Level at .'Pump Off' Level at High Water Alarm Level at Vent (Y/N) Tested for Electrical Codes (Y/N) Comments ** Check Permitted Bedroom Rating Against HAA Request ** Pumping Cycles during Adequacy Test. Meets MOA I certr`X&8tgAjyft4JNFW,verified,orconformedtoallMOAandHAAguidelinesineffectonthedateofthisinspection. Signea7034 Eagle River Loop Road No. 2*ate L-' Eagle River, Alaska 99577 , Company MOA No.�`r Receipt No. 'J 000k —t 1p� Date of Payment a- Amount: $ I Mee, �— Page 2 of 2IN 72-026 (11/84) I --.1 MUN n I-Aw DEPARTME 01 3 2 5 41: Time ���_�11.__ � 1 2: PALI(Y OF!Received: SAG EAGLE RIVER AREA LTi ANDMENr PROTECTION et, A oAlaska 99501 v -41 DatDecember 13, 1977 Time #3: Time DateI-/�%j;j� Date Date Insp n.11/ir�1 _ Insp I:nsp REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER FACILITIES 1. Lending Institution Request: Alaska Bank of Commerce % Carol Williams Mailing Address: Pouch 7-012 99510 _ _ Phone: 279=5641/317 _ 2. Property Owner: Tommy J. Bayless — ____ Phone: 344-4543 _ aul Mailing Address: _NHN Wren — 376-5362 3. Legal Description: SZ Lot 5 Block1 qpeK Eagle River hi=s Subdivision 4: Single Family Residence: (x) Multiple Family Residence: ( ) 5 L Number of Bedrooms: Four Number of Bedrooms: Well System: Individual Well (x) Community/Public System ( ) Permit # _ Depth of Well — __ Well Log on File ( ) Construction Bacterial Analysis— _ Sewage Disposal System: On-site System (x) Public Utility ( ) Permit # _ Installed InstVerj--( Septic Tank Sizev Mkn'V�icurer Absorption Area _ o ate _ Material. 7. Distances: Well to Septic Tank to Seager Line Nearest Lot line to Nearest Lot Line to Absorption Area Absorption Area PAWY OF GREATER ANCHORAGE ARL/ BOROUGH 1o1UNI)EpT. of HEATH It vF o Department of Environmental Qual i ty VIRU`pANTAL PROTti-i1O� 3330 "C" St., Anchorage, Alaska 99503 - 274-4589 FOROF INDIVIDUUALSSEWER &PWATERLFACILITIES 1. Type of Inspection: CMRO VA FHA CONV_ 2. Property Owner: Bayless,'Tommy J. �. Mailing Address: NHN wren Eagle R ,P,' Au Day Phone 344-4543/376-5:362 3. Name of Buyer: -SElf Mailing Address: Same as above Day Phone ; 4. Name of Lending Institution.: Alaska Bank of Commerce Mailing Address: Pouch 7012, Anchorage, A•k- Phone 279-5641 Ext. 317 (Processor Carol wfiilams), 5. Name of Realtor or Agent: NA Mailing Address: Phone 6.. Legal Description: S 1/2 Lot 5, Blk; 1, Upper Eagle River Hts. Location: Eagle.River, Alaska 7. Type of Facility to be inspected: well & Septic No. Bdrms. 4 8. Water Supply Type of Supply: Public Utility Individual If Individual, number of dwellings presently .served If Individual, depth of well 9. Sewage Disposal -System Type. -of System: Public Utility If Individual, date of installation Individual (on-site) s, Page. Two �1 Department of Health and Environmental Protection Request for Approval of Individual Sewer and Water Facilities Legal Description: Sz Lot 5 Block 1 Upper Eagle River Heights Subdivision Comments: Af£adavit Attached: ( ) Approved Disapproved: Letter Attached: ( ) Date: Date: Department Worksheet: v! R&M CONSULTANTS, INC. 5024 CORDOVA Y BOX 6087 • ANCHORAGE, ALASKA 99502 • PH. 90]-2]9-0983 Y TLX. 090-25360 GEOLOGISTS NNERS SURVEYORS January 17, 1978 R&M No. 851502 Tommy J. Bayless SRA Box 6006 Eagle River, Alaska 99577 Subject: Adequacy Test on Existing Sanitary Sewer System; Lot 5, Block 1, Upper Eagle River Estates Dear Mr. Bayless, On January J3, 1978 at your 4equest, we conducted a test of the septic $yftem on the above described property. During the test the �lquid level in the septic tank was monitored as water was added to the sysPem. The measurements are summarized in the following table: Liquid Level Below Top Total Gallons Time of Standpipe Added —,-- 12:30 8.50' p 12:48 8.40' 50 1:04 8.25' 75 1:31 8.15' 100 2:1.3 8.40' 100 2:25 8.50' 190 The meter used during the test was a Rockwell 5/8" standard water metev which had previously been calibrated by R&M Consultants. If the 3 -bedroom residence on the property is to house six people, the overage load on the system can be expected to be 450 gallons per day or 0.31 gal,lofis'. per minute. During the test, the system accepted 100 gallons in 115 minytes. This indicates an average effluent acceptance rate of approximately 0.87 nn gallons per minute eat the time of the test. AnY ANCHORAGE FAIRBANKS JUNEAU V.I.E. WASILLA January 17, 1978 Thomas J. Bayless Page -2- Since the house on the lot is occupied, we assume that the leach field was at its normal degree of saturation. We can therefore conclude that the system is disposing of effluent at an adequate average rate for a 3 -bedroom residence. We appreciate this opportunity to be of service to you. Please contact us if you have any questions concerning this test or this letter or if we can be of additional service. Very truly yours, R&M CONSULTANTS, INC. Gary E3: Smith'<L�Sy Senior Geologist GAS/kah Jim McCaslin Brown Ph.D. Head, Earth Sciences Department