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HomeMy WebLinkAboutHOKAMA HEIGHTS LT 2AHokoma Heights Lot 2A #017-341-23 10/N1/1 /N1�rVAtrtp MUNICIPALITY OF ANCHORAGEo �apo•.,—.-—.�.,o�. ,�lZl L'II j' ,. 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 " "' *: • `, l)C'par tined 'vfNOR AoE On-Site Wastewater Disposal System Permit Permit Number: OSP191450 Effective Date: 10/9/2019 Work Type: SepticTank Upgrade Expiration Date: 10/8/2020 Tax Code Number: 01734123000 Site Legal Address: 140K R M A '-{E 1 6I-(TS LT Z P, Site Mailing Address: 5200 beArrnou-e R.oc c NO Cora-Ply- n� Owner: EDELAND BOBBY O Lot Size in Sq Ft: Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING Total Bedrooms: 5 This permit is for the construction of: ❑ Disposal Field 121 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 i Received By: / Date: Id 4 / Issued By: `(i I Date: f aff c . MUNICIPALITY 'OF ANCHORAGE ( 1' '4c'e) Development Services Department n\, .-^FF) Phone: 907-343-7904 On-Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 017-341-23 Property owner(s) Bobby Edeland Day phone 30 2 —01 0 Mailing address SAME Site address 5200 DE ARMOUN RD ANCH AK Legal description (Sub'd., Block & Lot) HOKAMA HEIGHTS LT 2A Legal description (Township, Range & Section) Lot Size 65620 Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) 0 (w/wo ADU) Septic Tank 0 Upgrade 0 Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Itiple Dwellings ❑ Privy ❑ amu`' F and/or D) Private Well ❑ ti Water Storage ❑ I OC. , THIS APPLICATION INCLUDES A WAIVER REQUEST FOR.e as IAl 6 Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. M' ;'� (Signature of property owner or authorized agent) Permit/Rush Fees: g25- Waiver Fees: Date of Payment: l0[L-!ll9 Date of Payment: Receipt Number: 4 a 43513 Receipt Number: Permit No. 05P14 11451) Waiver No. G:1Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc NNW Oct. 2,2019 Municipalities of Anchorage Departments of Health and Human Services P.O. Box 196650 Anchorage,Alaska 99519-6650 Fax 249-7847 Re: Emergency Tank permit Legal: HOKAMA HEIGHTS LT 2A To Whom it may concern: This is a request for a septic tank permit on the above referenced lot. This permit \w ill not impact any of the neighboring lots due to their size and good soils. Sincerely/or/A� Michael N. Anderson, P.E. 4661 Natrona Anch,Ak 99516 Ph 727-8864 • Permit No. SW020048 Page 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Legal Description: LOT 2A, HOKAMA HEIGHTS S/D PID No.: 017-341-23 MARK A B CRND. PIPE / ELEV. ELEV. / \ \U/� MDUN R CO1 3.0 33 84.1 81.1 � \��Ck 0q0 CO2 32.3 54.0 77.0 73.0 TC01 35.1 55.2 77.1 l \ TCO2 39.0 50.0 76.5 iWELL CO3 42.1 53.4 76.0 72.32A 1 BENCH NARK C04 42.1 53.4 76.0 72.3 1 ', C05 78.8 84.1 65.3 62.3 J UT- -- $3.-3--73.3 66.4 ` 1 C06 114 87.8 5.s .6 62.5 • 1 <+ - •• A \ _off moo • •\ C01�\ \\ \\ TANK--_____ \\ ) 0.\ E \ ,., Cr CO i/ / 3'....• SV '1 0/4•01 Q. TCO2 63 9(°^'I1 Z \ '// - 0 0 ; -- TEST HOLE RADIUS / ?4,7" C05 \ •. e 14 C CN. ! /` ` \ \..� P-crUW E.i Sr�w i I, ,° 1 Jos e =cuPc- / / / \ / / � / \�------i ♦/ i\Ip wait s v T oP11.1 �� vyA`'•CV w1 h» /00 ` �--.�� _� ...-- ALTERNATE SITE ♦ • -r-- ,L \ ,�ASBUILT \ �' I SCALL:�1 =5c 1 -- r OF 014 ...... co, �oo� row � oo. �� ji � t uxq awuna+n.. oac r /' ♦i 4 TOTNIT rn,oi we ►... • ... ... a 0 / / �• tifj1.0 7ctu �•r• MICHAEL N. ANDERSON: P uuv.rw.c w -ii.o ��� No. 9469 Mil lmur NAILS 14.'04 • .........•,... ..� 3 N.1.S. -1r.o_ 44• �l11■�1U� • Municipality of Anchorage .L ., Vic('. ai• • r - - Development Services Department Buil�ng Safety Division +• -' On -Site Water and Wastevrdter Program, 4700 S. Bragaw SL P.O. Box 196650 Anchorage. AK 99519-b650 Paget of wmv.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. 5 fl 2 o PID Number. O('?L _ r• 23 Nam*:' 'f Wastewater System: JpNew [IUpgrade u "••a ABSORPTION FIELD Pt:oreN 1 ^ ?Li ( Hu�+ew a ewaama' YD.•v T.-chD Sn.lw.Tradal o Bad O Maaw o otn.c Sol Rate q' Ua Tota l)"M Yom ao grade: LEGAL DESCRIPTION P ,Fr FI 6�oac La lo.bodoraaan oig++algrada: D�� Om.1 d+MMb am pvr. 8.9 Fr. Z14=9 -91--m, Tawna,aP: Rang.: Saeac FA added aiprul grxe: /,LP S Crava Langd< 60 Fl. Ft. Cravat aiddc NawD•r alma: Drsdnaa E•Maan ars: Well: tANew ❑Upgrade 2. a Fl, / - FL cla.it"ficn (Privale. A, S. C):.211 ovt ft caa.d:a Tota absoc,, n "a / Z Ppa Mawwt 34979-( Or,,-,t2o Ft. 320 Ft Ft crater. J�i'~t-lti`� Dr 2r l suicwwat Laval 2?lo FL Inadl.r NiRc/(�(.il�F�.n Dae Irtat g C v�i it Ya'd: Ging Naga Ano.• Grand lG P+cTANK to GPM, FL Z• FL SEPARATION DISTANCES 0,Septic [I Holding ❑S.T.E.P. [3 Other. To Septic Absorption Lift Holding Putrcftva1 Mraxaauar CaPaoty. ' Gal. From Tank Field Station Tank Suer Line wen tooFf J� r� � N (edr� Mwarwt: Numt.r a eampanmeaa: �er i 2 suraa.wa:w tory •46ot4 LIFT STATION sda, Maiaeauaw: Lot Ure 9flf ZC �. •Fury an' MvN a 'Fury aa' Ievw a' N5n water aam at ` ( Faukauen 7iIT �C//�L �v'!' h h h Cula.n Drain �(4 N/t Purq adk.8 E'actol hsFacWna Fwtam.d0y Regia. {Z <uta*u S J, c O 0« BENCH MARK London and DlaanFuaL. Aawraaa Eew'+arc F to Encire•es Stamp„ �- 2 o t s./) Sb d 4e, 1, . • L ,,,:, : ;' ��a�����\ = F Inspections performed by: Mt�lt.r�/� �rtLirl�on Dates: 1" (0 t u2 D k; 49TH �j•• 2nd 1 r • io . ... .. Development Services Department Approval re�;'Ic"A�E"9469raso :moi ,'N� oo Date: Reviewed and approved by: �I1���f• ,�••••.•'•��� r OG Permit No. SW020048 Page 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Legal Description: LOT 2A, HOKAMA HEIGHTS S/D PID No.: 017-341-23 / /0• 0 \ \U�(Diy to A ROgO 2A ' 1 BENCH MARK WELL I 1 1 \ �v \ \ I \ \\ Coll \\ \ I TANK-_ \\ \ WWNQ \ W \ \ IIIWJJJ I CO2 • \ \ \ TCO1 \ \ I TCO2 3 O - I 1�TEST HOLE RADIUS C05 \ \ \ i i ALTERNATE SITE 14SBUILT \ \ SCALA\\=50� �' ••�E fie :utn ws..nw-•••49n • {�V `=�•�I 11 INnia we ... i....... i.....� . .. .. ........... {��... i ''00 ♦f�';MICHAEL N. ANDERSON,: No. 9469SEPTIC SECT" 4ej MARK q B CRND. PIPE ELEV. ELEV. CO1 3.0 33 84.1 81.7 CO2 52.3 54.0 77.0 73.0 TC01 35.1 55.2 77.1 TCO2 39.0 50.0 76.5 CO3 42.1 53.4 76.0 72.3 C04 42.1 53.4 76.0 72.3 C05 78.8 84.1 65.3 62.3 ►lT� 83.3 73.3 66.4 C06 114 87.x' §'6 62.5 62.5 Municipality of Anchorage Development Services Department hl '•9 1 Building Safety Dmsicn * 'T H • 'k 0 yr On -Site Water and Wastewater Program • • 4 9o• • • • Ogg. 4700 South Bragaw St. 00 ' P.O. Box 196050 Anchorage. AK 99519-6650 • • • • • • • www ci anchorace.ak.us �/ 90% � MICHAEL N. ANDERSON :0- (Q07) 343-7SCA (907)343-79ca �•, CE -9469 Soils Log 1-PercolationTcc) t ,�1�f "•••"'������ Pe•:armed For:_•� Date Pef.;,rrneC: Legal Description: L b 2.4 140 Le " a��t• � � Township. Range. Section: Depth ` (Feet) 0.5anrr., 1• 2- 3- GD•bC/ 5- S,14 40118. 8-1 1 SNI 10 11 13- 15- 16- 17- 18- P462 COMMENTS WAS GRol1ND WATER ENCCUNTERED? Ij O 5 IF YES, AT WHAT DEPTH LD Depth to Water Alter P 6tonitoring? E Date Site Plan E h Reading Date Time NetDeNpth;e'Water Net Drop p ke reIt PGross %/m 1/tlL r MTli'mf /ehH Ire PERCCLATIONRATE lr r�iessrc+) PERC POLE CW.IETER G. TEST RUN BETb'EEN ter- FTa AND <_FT, le A PERFORMED BY: r4i r {t a elI AI J -141 1 1 CERTIFY THAT THIS TEST YAP PERFORMED IN ACCORDANCE YlITH ALLSTATE AND r,1UNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: i0,111t,'L • MUNICIPALITY OF ANCHORAGE 3 PAI Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Apr 08, 2002 Expiration Date: Apr 08, 2003 Permit Number: SW020048 Parcel ID: 017-341-23 Legal Description: HOKAMA HEIGHTS LT 2A Design Engineer: 0041 AK Water & Wastewater Consultan• Site Address: Owner Name: DENNIS & MARTINA RUHLE Lot Size: 65620 SQ. FT. Owner Address: P.O. BOX 110102 Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE, AK 99511-0102 This permit Is for the construction of: [✓] Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑ 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 catling (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: -AI-40-6.Q Date: Municipality of Anchorage Development Services Department Building Safety Division ° On Sits Water & Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 99519.8650 www.d.anchorage.ak.us (907)343.7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcell.D. 017-341-93 PernitNumber St✓020048 MailingL!,roperty owner(s) DENNIS & MARTINA RUHLE Day phone 250-8803 :•• \ • Code 99511-0102 :•: •:.r••T (Lot Block•• • HOKA A HEIGHTS SUBDIVISION Legal description (Section, Township & Range) Lot Size 64.600 q.F Number of Bedrooms 4 4aS, bzo THIS APPLICATION IS FOR: Sewer Only Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jaaral ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. ALASKA WATER do WASTEWATER CONSULTANTS INC. +W 00 Permit Fees: Date of Payment: 3 9 Receipt Number. f:Z(- Waiver Fees* Date of Payment: Receipt Number. ALASKA WATER & WASTEWATER ---- CONSULTANTS, INC. March 6, 2001 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Septic System Design for Lot 2A; Hokama Heights S/D To whom it may concern: sh The proposed 4 bedroom house will be served by d' private�well and septic system. The homeowner has already obtained a well permit from your department. Several test hole were excavated on the property for the proposed septic system. The proposed septic system will be designed around the 30 foot radius of Michael Anderson's, P.E. test hole Q. We are proposing that a 1250 gallon septic tank and two five foot wide drainfields be installed. Comments regarding the proposed design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitorings and the percolation test results. It is our opinion that an application rate of 0.45 gallons/day/ft should be used. ^� 2. TRENCH DESIGN: 1 48 ����� a. Percolation Rate: 35 minutes/inch S b. Allowable Application Rate: 0.45 gallons/day/ft 2 c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 1334 R2 f. Total Depth: 7 feet (max.) g. Effective Depth: 4 feet h. Width: 5 feet i. Reduction Factor: 0.50 i. Minimum Length: 134 feet total length (2 @ 67 feet long each) j Effective absorption area = 1340 ft2 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 4. TOPOGRAPHY: As can bee seen on the attached topographical drawing, the proposed drainfields are to be installed on a slope that ranges from 10 to 20 percent that runs from approximately northeast to southwest. In short, there are no slope concerns. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. A Sincerely P.E., M.S. NOTE: Attached is a site plan drawing, a design drawing, three soils logs, a topographical drawing and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwe.com \`\ EAST I I \\ LOT 4 McCABE SE UDED HILLS (N LCONCERN) .I� I --------------------- - --------------------` it I LOT a I i CURRIN S/D PROPOSED I I 4 BEDROOM HODS I I I LOT 4 CORRIN S/D LOT S CORRIN S/D C�� ALTERNATE LOT 6 SECLUDED HILLS LOT SECLUDEDSHILLS (NO CONCERN) LOT 7 HOKUM HEIGHTS \ (NO CONCERN) V L 28 ' HEIGHTS C EPTiC ARE!D EL ANDERSON. P.E. TESTHOLE 02 ALASKA WATER & WASTEWATER SCALE. K.D.W. 600, ceeum ROAD SUTF !B . ANCH N E, AX 99 04 . M40W (901 37.6109 • FAX 07 5"246 1 � = 100 PREPARED FOR PHONE NUMBER: PAGE NUMBER: DENNIS RUHLE (907) 250-8803 1 OF 3 LEGAL DESCRIPTION: HOKAMA HEIGHTS SUBDIVISION: LOT 2A TYPE OF WORK: SITE PLAN FOR PROPOSED WELL LOCATION AND SEPTIC SYSTEM LOT 5 HOKAMA HEIGHTS \ � I I I INSTALL DRAWN BY: J.L.M. \ CONSULTANTS, INC.1" 6901 DFBARR ROAD. SUPE NI • ONC"OBAGB. AK 9950. • P ONE 901 17.6A9 • FAX(907)335-52" c 40� •• ••.••••• i comes$.: Q °a, 953 ����^• — ; c4 �40 PCoF f$W\o, 004�o�a PREPARED FOR: PHONE NUMBER: DENNIS RUHLE (907) 250-8803 PACE NUMBER: 2 OF 3 LEGAL DESCRIPTION:C HOKAMA HEIGHTS SUBDIVISION; LOT 2A TYPE OF WORK: DESIGN OF SEPTIC SYSTEM \ 9�+/- PROPOSED 1 TA MK N 3Jr f� INSTALL DOUG \ I aF CLEANOUTS I I \ I A. W \ \ \ I OLE /1 1 I II I INS\ 0 "19 I \ II o\ DD INSTALLSPUTTER \ \\\ PROPoS DRAINFlElDS. IXCA ATE I \ CO TWO TRENCHES THAT ARE 7 FEET DEEP MAXIMUM BY S FEET WIDE BY 67 FEET LONG EACH (134 FEET CO MICHAEL ANDERSON. P.E. TOTAL LENGTH). ADD 4 FEET OF TESTHOLE 02 CLEAN. WASHED SEWER DRANROCK. TRENCHES ARE TO BE INSTALLED MICHAEL ANDERSON. P.E. PARALLEL TO SLOPE CONTOURS. I TESTHOLE #1 (\\\ ALTERNATE SITE I \ \ I 10' UTILITY EASEMENT �, L ALASKA M'ATKR & WASTEWATER 3/6/2001 r c��F • .... q�,pt *:4 4 DRAWN BY: J.L.M. SCALE CONSULTANTS, INC.1" 6901 DFBARR ROAD. SUPE NI • ONC"OBAGB. AK 9950. • P ONE 901 17.6A9 • FAX(907)335-52" c 40� •• ••.••••• i comes$.: Q °a, 953 ����^• — ; c4 �40 PCoF f$W\o, 004�o�a PREPARED FOR: PHONE NUMBER: DENNIS RUHLE (907) 250-8803 PACE NUMBER: 2 OF 3 LEGAL DESCRIPTION:C HOKAMA HEIGHTS SUBDIVISION; LOT 2A TYPE OF WORK: DESIGN OF SEPTIC SYSTEM WD 10' MIN. 3' WIDE 3/6/2001 ALASKA WATER & WASTEWATER scALE CONSULTANTS. INC. N.T.S. 6901 OERARR ROAD. SUTE 79 • ANCHORAGE. AR 99504' PHONE 07)137-0179' FAX 07).136-5i46 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DENNIS RUHLE (907) 250-8803 3 OF 3 C)C}7953 BUY ME SUBDIVISION DETAIL OF SEPTIC SYSTEM �' d . O60pd�� O4� � oop�F' • � j � ;9s;4p ALASKA WATER & WASTEWATER CONSULTANTS, INC. :.. -0504 6 FOC IZAAM ROAD. SUM 2B PZRR5ZCWC•o At: 90 ak•.a.rom �. .. O SOIL LOG — PERCOLATION TEST ............... LEGAL DESCRIPTION: HOKAI.IA HEIGHTS S/D• LOT 2 p of re A. Garness, 7953 PERFORMED FOR: DENNIS RUHLE DATE: (907) 250-8803 4 4 DE �0�000fesslo (feet) ITEST HOLE ypill ORGANICS —�_ SOIL CLASSIFICATIONS 2 GW == ORG i GP l MIL I I I 3 GM CL j 4 GC OL SW MH SP CH 5 SM OH � t 1Vll \�• 6 SM w/ SOME Sc POCKETS OF CL t �\ DEPTH TOIf �� GROUNDWATER DATE 6 DRY 1/31/01 j 4 _-- DRY 2/5/2001 i I 9 % ; SITE PLAN to .•. 11 ••' DATE READING TIME (MINUTES) READING (INCHES) ••. ..� 12 '•' •• S ..; 13 '•' ... ••: SM/SP •• 14 ••• •• 15 ••' 16 ••' 17 B.O.H. 18 19 PERCOLATION RATE 120 (MINANCH) PERC. HOLE DIA. 6' (INCHES) 0 TEST RUN BETWEEN 7.0 FT. AND 7.5 FT. 2 COMMENTS: PERC—HOLE WAS PRE—SOAKED FOR 4+ HOURS PERFORMED BY ALASKA WATER do WASTEWATER 1, JEFFREY A. GARNESS. CERTIFY THAT THIS AS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: CLOCK NET TIME WATER LEVEL NET DROP 2/5/01 1 2:25 — 6" — 2 2:55 30 5 3/4' 1/4' 3 2:55. — 6" — 4 3:25 30 5 3/4' 1/4' 5 3:25 — 6" — 6 3:55 30 5 3/4' 1/4' Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825'L' Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR:Gat�TEc,� DAT LEGAL DESCRIPTION: dy9AMA• HC11,f1TS SVG • Township, Range, Section: �• SLOPE I�IaZ1 T; t ' 1 ' 2 �,'' • • f�L S ox 4—, 7or :. T —ti=-- , 19 WAS GROUND WATER a,I O ENCOUNTERED? ,v S IF YES, AT WHAT L P DEPTH? E otptn to wrttr After D 3 L Mwtoring? Datc O Reading Date Gross Time Net Time Depth to Water Net Drop 3 i 9: is " 1 L D /7 't" SM/ML. .9- P&- iE1L12 12- 13- 13 14- 14 o•• is- PA 0 6 is - 17 17 do is a P BpirGl� Nof E 19 WAS GROUND WATER a,I O ENCOUNTERED? ,v S IF YES, AT WHAT L P DEPTH? E otptn to wrttr After D 3 L Mwtoring? Datc O Reading Date Gross Time Net Time Depth to Water Net Drop 3 i 9: is " L D /7 't" ' z" 20-{ G P' �J PERCOLATION RATE 3 S (minNeslnen) PERC HOLE DIAMETER TEST RUN BETWEEN FTAND G FT 7MMENTSICEirdotr -Pne SDuree' PlUnz '+v TST74L .RFORMED BY. A. PAoAm I Y1Tt, ,ltm-t (—'Cbtoo (CC TIFY THAT THIS /j�EST/�Np'AS PERFORMED IN :CORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE '� r' Cr y 706 (Rev. 4165) Municipality of Anchorage FC,;' DEPARTMENT OF HEALTH & HUMAN SERVICES �A'° r, :�>! ' '� t- 825 `L" Street, Anchorage, Ataska 99502-0650 SOILS LOG — PERCOLATION TEST ti,; hacl E. A-n�de•`•on �? rda�'•• hs1-E .AFORMED FOR: l ae.lTEcN DATE PElt;0'!vM9D*r LEGAL DESCRIPTION:AjDgAMA- HCIL*-rS St?6. Township, Range, Section: ry P tL (. 1 2 046 M 3- 4- 0 .. • 11 . e •i 0 12 •• • • 19 13- 14- is 314is*- 16- 17 / 16 17 18 19 S0 PLAN -r4. 4. •SZ— 0o LC WAS GROUND WATER . lD ENCOUNTERED? �V S IF YES. AT WHAT L DEPTH? 0 P E Depth to Water After Monitoring? 0 Brie _317-7 20 u PERCOLATION RATE 448 (minuteYncn) PERC MOLE DIAMETER •••�--• D TEST RUN BETWEEN S FT AND G FT iMMENTS TST-%roL6 r47s o A4".t PAinez'►o =s-rj jL. RFORMED BY. A. N/a,lAca I 7 R IFY THAT THIS TEST WAS PERFORMED IN XORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE — -I /•rC /n/ W, 008 (Rev. 4/85) ��� P • ■���i�©/lam 20 u PERCOLATION RATE 448 (minuteYncn) PERC MOLE DIAMETER •••�--• D TEST RUN BETWEEN S FT AND G FT iMMENTS TST-%roL6 r47s o A4".t PAinez'►o =s-rj jL. RFORMED BY. A. N/a,lAca I 7 R IFY THAT THIS TEST WAS PERFORMED IN XORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE — -I /•rC /n/ W, 008 (Rev. 4/85) 03/29/2002 19:36 3453287 M W DRILLING, INC a Well Owner. _ *Legal Description: M -W trilling, Inc. *P.O. Box 110378#Anchorage, AK 99511• •907-345-4000. 907-345-3287 Fax• Groundwater Well &-Built A LoP Dennis Construction PAGE 02 Job No.: 01-127 Permit No.: SWDIOO17 a Use of Well: Domestic ♦ Hole Depth: 321' ♦ Casing Ske: 6" • Cased To: 320' ♦Material.• Steel -A53 •DrUlMerhod: Air -Rotary a Well Completion- Open end X Screen ,Perforated ♦Sereen/Perforation deseriptlon: None # Grort Notes. Dry trout 2 sacks No. 8 bentonite granuals. Perf. Method ♦Welipevelopmenl- Method: Airsurge Nora: • Stark water level (SWL) 276' (Mow) (below) lop of casing (IOC). • Wdl ykld tat at 10 galions per minute (CPMVI elkao pr►lwrrf(QW) for 1 horn with 100% of drawdown (DD) from static level (SWL). *Method. • Airlift •Date of completion: 02/21/01 ♦ Pump lnstaU: Depth In feet from top of Casing. Detach or formations penetrated, size of materla4 color and hardness. 0 TO 2 CasinY sticku 2 TO 50 Brown silty sand and gravel 50 TO 80 Grev silty sand and gravel 80 TO 138 Brown silty sand and gravel 138 TO 142 Dam sand Xavel 142 TO 173 Silty sandy gravel 173 TO 175 Damp sandy gravel 175 TO 180 Sil sand vel 180 TO 184 Damp sandy Ealvel 184 TO 220 Silty sand gravel 220 TO 223 Damp sandy Uravel 223 TO 280 Silty sand: clayey Silty clay: graveli 280 TO 296 296 TO 300 Black sandy gravel 300 TO 310 Clayey vcl 310 TO 320 Coarse water gyravel Certificate No -s. 81t A MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On -Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ONSITE WATER SUPPLY PERMIT Initial Date Issued: Feb 06, 2001 Expiration Date: Feb 06, 2002 Permit Number: SWO10017 Parcel ID: 017-341-23 Legal Description: HOKAMA HEIGHTS LT 2A Design Engineer: 0041 AK Water & Wastewater Consultant Site Address: Owner Name: DENNIS & MARTINA RUHLE Lot Size: 65620 SQ. FT. Owner Address: P.O. BOX 110102 Total Bedrooms: 5 Permit Bedrooms: 5 ANCHORAGE . AK 99511-0102 This permit is for the construction of: r] Disposal Field Ej Septic Tank E] Holding Tank El Privy Private Well E] 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 DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 3434744 ( 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. 5. The following special provisions. r AFTER THE WATER WELL HAS BEEN CONSTRUCTED AND SATISFACTORY WATER FOUND, A PITLESS (ADAPTER OR PUMP SHALL NOT BE INSTALLED UNTIL A WASTEWATER DISPOSAL CONSTRUCTION PERMIT HAS BEEN OBTAINED FROM THIS OFFICE. Received By: Issued By: Date: C?—L0-0I Date: Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program s -" 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ek.us (907) 343-7904 ON-SITE SEWERNVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Permit Number SWO/0017 Parcell.D. D I % 34/ -23 Z76 -x991 /4,1 Property owners) �l �U fS M 0.'2try� Zt,NL�L_ Day phone Z`� A,' �i�03 CALL Mailing address (1) I! "' �mL Zip Code g9 S/1-0102 Mailing address (2) Legal description (Lot, Block & Sub'd.) �� ZA NorG/9/r1A f>'c-/4 NTS SU/4 Legal description (Section, Township & Range) Lot Size �OS �o ZO Acr Sj THIS APPLICATION IS FOR: Sewer Only ❑ Sewer and Well ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub Swimming Pool ❑ Therapy Pool Number of Bedrooms 5 Well Only Water Storage ❑ Jacuzzi ❑ Water Softening Unit ❑ I certify that the above Information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: Date of Payment: Receipt Number. (Rev. 72100) Waiver Fees: Date of Payment: Receipt Number: 02/05/01 11:37AI1 Systems $120.0[ REBAR \ �q0 I � � I \ Jo, I ,d EI NUB A • SEPTIC, TANK 150, \ rI : 1 .92. 70 I , r�\ =I ` V)I 111 ���\�\ , \tP NUB B 100.0 CoZ 'C % \6' . J'OUT 381+ \ RFF \ 7 X00.7 ?o• \ ti act), 1�1 1�: r \� �0' 93.40 • \ ' -''. ' 100.7 8MM 4; S�OC.es \ 11\ `� •83.57 \\ ��� •9T.8 t �/NG , FS \ I I DKAIN FIELD t OI SEPTIC TANK '92,8 ' 93-Z O � • e� 32 1 pj cn 1 � I . m W • 86.95 - I � 074.17 .82.x.7 . - — - air)) 61.68 h) •74.8Z 2 I I •66.95 m I Iq V0i I 10T&EESM'T.- 5/e' REBAR 5 89-59% A7" W v LOT L B I-IOKAMA HEIGHTS SUED, CERTIFICATE OF SURVEY I HEREBY CERTIFY THAT I HAVE SURVEYED THE FOLLOWING DESCRIBED PROPERTY: LOT 2A HOKAMA HEIGHTS 5050. AS RECORDED IN THE ANCHORAGE RECORDING PRECINCT, ALASKA, AND THAT THE IMPROVEMENTS SITUATED THEREON ARE LOCATED AS SHOWN ON THIS PLAT, AND THAT THERE ARE NO ROADWAYS, TRANSMISSION LINES OR OTHER VISIBLE EASEMENTS ON SAID PROPERTY EXCEPT AS INDICATED HEREON. DATED AT ANCHORAGE, ALASKA, THIS 7-946 DAY OF FEB• ,2000 BARNARD ENGINEERING CONSULTING ENGINEERS • SURVEYORS 9050 CLARIDGE PLACE ANCHORAGE, ALASKA 99507 PHONE: 549-8748 FOR:OEn11.115 & MARTINA RU11LE Box 1101oz ANC" AK. 99511 907- 2176 -'17TT M WAIL IN RlVf T 18" 5PRUCE �A A155VMEP ELEV.100.00\ 090.68 LOT Z B PLOT PLAN SURVEY TITLE SCALE: 1'' 30 BOOK N0. 99-1 DRAWN BYs .DLR CHECKED BY: EF,5 JOB N0. GRID NO. Z957 i OF At. �• N � •w•Y•� •. • I lr,w A Mwok o , �P9r0 ~•••. w.w•''''�r 1�� ''•RtS1Cwµ�.r q(4s11) Fee 1� ::{�Il•LGM[:1• .fi tC.tctld�� 1•. • lad t. Wmard , a P Ho.=94 ,ram I�fi,`�••. g r el\�° ��tssrorint��*1?'I