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Home My WebLink AboutHAMANN LT 16Hamann Lot 16 #050-621-03 Municipality of Anchorage Development Services Department^ Building Safety Division On -Site Water & Wastewater Program, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 of 3 Onsite Wastewater Disposal System and/or Well Inspection Report Permit Number: SWO60275 PID Number. 050-621-03 Name. BILL RASSMUSSEN Wastewater System: ❑ New ■ upgrade Address: 24521 WILMA CIRCLE a EAGLE RIVER, AK 99577 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 428-7024 3 O Deep Trench •Shallow Trench 08ed OMound OOlher LEGAL DESCRIPTION SW Ila": 0.6 Tall Death Tronl arklx Pea: 3.5 MAX n CPO/Sq. n. Block: Lot: Subd.vivon: Mpm to plea baton, Iran, atgeal gee: Gravel apth wreath pipe: 0.5 — 16 HAMANN SEE DWG. rL rt Township:Range: Section: — — — rill odd algleal praa' aowea GrwN tergth: 2 075 SEE DWG. Ft. rT Garel worth: Naha a an..: Detene wteean "" WELL: ❑ New ❑ Upgrade 5 a 2 15 n Cla. 1 at< Pr%at.. Ae.C): Taal Depth: weed W d Total COdeo: 750 Pse material: Poo 0 3034/ F-810 ,,. so FL 0M .. tilled: stator Mae, Lever: "agr. DL ENTERPRISE Dote Intoned: 9/8-11/2006 n red: PMnp ser u:wwng Hoght Above Ground: TANK GPY n. ti SEPARATION DISTANCES 111 Septic Cl Holding 0S.T.E.P. Oether To Septic Absorption lift Holding Pabac/Prteate Yawl«tare.: ANCHORAGE TANK w acd' w 9.Ww: 1500 tram Tank Field stotion Tank sewer unes 100'+ too'+ — — 25'+ Yotena. STEEL fM,rr,Da of eamparlmeate. 2 Well Surface water 100'+ too'+ — — — LIFT STATION Sig N gallon.: Yon,,lg tad: Lot Line 5'+ 10'+ — — — p an levy a: al Ie.N al. o a alarm a: Foundation 5'+ 10'+ — — — ►ana YOLe a soca e�epeabon. pararma by; Curtain Drain No KNOWN BENCH MARK Remarks: PER CONTRACTOR OLD SEPTIC TANK WAS PUMPED, tncatwn one ueecmt : CRUSHED AND COMPLETELY ABANDONED PER UPC. BOTTOM OF SEPTIC TANK ® STI OLD DRAINFIELD WAS ABANDONED IN PLACE. E' a; 100.35 n ENGINEE" SEA Inspections performed by: GEG, Ltd. Dates: 1st 9/8/2006 X06000 of... X40 2nd 9/9/2006 0 3rd 9/11/2006 a •. DO 0 Development Services Department Approval p;?: 4 H .,. Conditional Approval: Date:......•••• fr A.' ess. QO .J � CE -7953 ep Reviewed and approved by: Dote: ��Odprofessio^°oma (Rev. 4/06) 0��O0p00 PERMIT NUMBER: PID NUI SW060275 7V—RJ1TDRAWi�G 050-621-03 A� DBL1 86.16 80.00 DBL2 86.93 80.64 STI 91.72 84.44 ST2 100.32 91.21 OBL3 102.57 92.75 DBL4 103.72 93.82 FS 132.14 119.07 C01 123.13 117.60 MT1 121.21 115.24 CO2 159.20 141.81 Mit 158.58141.24 CO3 MT3 4 N A172.60156.19 4 / I 1 1 I I 1 I 1 1 \ DBLI nni 7 CONFIRMATION TESTHOLE - FOUNDATION CLEANOUT \\ INSIDE HOUSE \ GALLON TANK i �OBL4 i "IF DRAINFIELDS INSTALLED FLOW SPUTTER GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS i GENERAL CONTRACTO• • •' not t soos soa m[ .o� • rivaiuc[. r Nw, • wo[ Iph��-orn • fu (107)3364Uw • •••.o.•.••p•••.�a••�• 0 PREPARED FOR: PHONE NUMBER: PAGE NUMBER. BILL RASMUSSEN 428-7024 2 OF 3 Q e e LEGAL DESCRIPTION: DRAWN BY: yq •. HAMANN SUBDIVISION; LOT 16. C.J.G. �4e. TYPE OF WORK: DATE' O� AS -BUILT DRAWING OF SEPTIC SYSTEM UPGRADE 12/4/2006 )Rev.Ol=) of ... gS;40 '•`r Ol ey.:...... ess,:... CE -7953 SFO jot --*Q/ Ptofssslo�_ PERMITNUMBER: AS—BUILT DRAWING PARCEL ID NUMBER: SW0 SW060275 050-621-03 FINAL GRADE - 107.81-108.25 TOP OF TANK RST1 ST2 AT INLET 105.23 I I n AT AT TOP ON�7F T NK 05.13 I I NEW GALLON I I INVERT OF BUNG J SEPTICPTIC TANK AT INLET . 104.65 INVERT OF BUNG AT OUTLET - 104.38 TIVE ELEVATION OF BOTTOM OF TESTHOLE - 83.04 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS i GENERAL CONTRACTORS. 3A1 C IVOd1 OOW. 1111[ 101 a MCHDPAOL MI te301 . NKK (e01)]]) -41T • F" (e01)1L " • 31l141L e—. eee PREPARED FOR: PHONE NUMBER: PAGE NUMBER: BILL RASMUSSEN 428-7024 3 OF 3 LEGAL DESCRIPTION: DRAWN BY: HAMANN SUBDIVISION; LOT 16, C.J.G. DATE: TYPE OF WORK: 2( 12 4 PROFILE AS -BUILT OF SEPTIC SYSTEM UPGRADE I (ReV.6LOS) FINAL GRADE M 103.63-104.73 FINAL GRADE ORIGINAL GRADE 101.38 O 100.67-101.09M FILTER FABRIC HIGH POI INSULATION TH ORIGINAL GRADE � 98.54 O HIGH POM FILTER FABRIC INSULATION APPROVED r•:!y. NVERT OF PIPE 't'1,t't :+.1l?!'N.D• FlLTE3 's., 100.35 (AVG.) `3-!�i12• (AVG.) TOP OF SAND 99.88 y.j:•ia1•'/,.'`,'v �'titi.:A.^.° Of MOA.t"`:�: APPROVED "�•�3• INVERT OF PIPE 5 TOP OF SAND V'•'t,!r,.SI�I.D• FlL97.53 (AVG.) TER�;.:;.•'y., 97.04 (AVG.)' }'.,+v,Y,.^,..: !!.,ti BOTTOM Of TRENCH 5' 97.88 (AVG.) RELATIVE ELEVATION OF BOTTOM OF TRENCHI GROUNDWATER - 93.78 - 95.04 (AVG.) �" —10' RELATIVE ELEVATION OF GROUNDWATER M 90.99 RELATIVE ELEVATION OF BOTTOM OF TESTHOLE . 85.88 --Q- TIVE ELEVATION OF BOTTOM OF TESTHOLE - 83.04 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS i GENERAL CONTRACTORS. 3A1 C IVOd1 OOW. 1111[ 101 a MCHDPAOL MI te301 . NKK (e01)]]) -41T • F" (e01)1L " • 31l141L e—. eee PREPARED FOR: PHONE NUMBER: PAGE NUMBER: BILL RASMUSSEN 428-7024 3 OF 3 LEGAL DESCRIPTION: DRAWN BY: HAMANN SUBDIVISION; LOT 16, C.J.G. DATE: TYPE OF WORK: 2( 12 4 PROFILE AS -BUILT OF SEPTIC SYSTEM UPGRADE I (ReV.6LOS) MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Aug 22, 2006 1 Expiration Date: Aug 22, 2007 Permit Number: SWO60275 Parcel ID: 050-621-03 Legal Description: HAMANN LT 16 Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: 024521 WILMA CIR Owner Name: BILL RASMUSSEN Lot Size: 121968 SO. FT. Owner Address: 24521 WILMA CIRCLE Total Bedrooms: 3 Permit Bedrooms: 3 EAGLE RIVER. AK 99577 - This permit is for the construction of: Q Disposal Field 0 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 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, seated, and heated to prevent freezing. Received By: Issued By: i Date: r7 Date: Za Municipality of Anchorage ' Development Services Department i Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519.6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcell.D. (-64Pl-05 i Property owner(s) BILL RASMUSSEN Day phone 428-7024 I Mailing address I Site address 24521 Wit MA CIRCLE • EAGI E RN iz AK Zip Code 99577 Legal description (Sub'd, Block & Lot ) _ HAMANN SURDNISION� LOT 16 Legal description (Township, Section & Range) N/A Lot Size 1a11 -/00 Sq.Ft. Number of Bedrooms 3 THIS APPLICATION IS FOR ( ®all that apply): Absorption Field i ❑ Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ THIS APPLICATION IS AN: Initial i ❑ Upgrade Renewal I ❑ I 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. I I GARNESS ENGINEERING GROUP_. Ltd. (SignehifeI Permit/Rush Fees: 8100 'tz) Date of Payment: o /(' Receipt Number: �a�a (Rw. 11/05) Waiver Fees: Date of Payment: Receipt Number: GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS August 16,2006 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Septic Upgrade for Hamann Subdivision; Lot 16 To whom it may concern: The existing 3 bedroom house is served by a private well and septic system. The septic system currently does not meet MOA standards and needs to be upgraded. We are proposing to install a new 1000 gallon septic tank and a dual 5 -wide trench type drainfield. One test hole was excavated on the property. The drainfield will be designed around the 30 foot radius of this test hole. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system 4. TOPOGRAPHY: As can be seen on the attached design drawing the average topography below the drainfield is a 15 percent slope running approximately north, northeast to south, southwest. i 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. P.E., M.S. site plan drawing, a design drawing, one soil log, which are all part of the design package for this septic system. (Contact G.E.C. Ltd. for 7 page construction specification letter.) 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259 Ph: (907) 337-6179 • Fax: (907) 338-3246 • Website: www.gamessengincering.com 0 s 0 Of PROPOSED SEPTIC UPGRADE (SEE DESIGN PACE 2 OF 2) I � \ HAMANN S/D: / ' \ -LQL `. // \ AARPEc EXISTING 3 BEDROOM HOUSE EXISTING � ��; � \ HAMANN S/0; SEPTIC SYSTEM sir / . ` — _ � LOLOT 13. 64 AREEAC I — I LOT 21, CSI \ HAMANN S/0; / \�� \ \ LOT 17, / I\ / \ \/ OPTIC ' GARNESS ENGINEERING GROUP, Ltd CONSULTANTS i GENERAL CONTRACTORS fiI L Tp011 PO10, 1 101 • MIOIOPAGE W N]01 . NIGE .11) -SIT • PK —31" • b91E: W m � 1 PREPARED FOR: PHONE NUMBER: PACE NUMBER: V BILL RASMUSSEN 428-7024 1 OF 2 LEGAL DESCRIPTION: DRAWN BY: HAMANN SUBDIVISION; LOT 16, 1 B.F.M. OF WORK: SITE PLAN FOR SEPTIC SYSTEM UPGRADE (KW. UIM) CE -7953 ... ..*, NUMBER OF BEDROOMS: 3 / GALLONS PER DAY (CPD): 450 PERCOLATION RATES: 7.5 MIN./INCH / PROPOSED APPLICATION RATE: 0.6 / MINIMUM DRAINFlELD SOTT.: 750 / DRAINFIELD DESIGN: / MAXIMUM DEPTH:3.5 FEET / WIDTH:5 FEET / LENGTH:2 O 75 (150) FEET / M.O.A. APPROVED SAND FILTER:2 FEET EFFECTIVE:0.5 FEET REDUCTION FACTOR: N/A ACTUAL SO.Fr.: 750 LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER , CONTACT CEG. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND \ AGREE TO ACCEPT THE TERMS AND CONDITIONS N \ CONTRACTOR MUST ;7%'—EA LL \ SURROUNDING WELL RADII AND \\ THE EAST LOT UNE FLAGGED BY A REGISTERED LAND SURVEYOR• PRIOR TO CONSTRUCTION PROPOSED 1000 CALLON SEPTIC TANK INSTALL DOUBLE CLEMIOUTS — CONFIRMATION TESTHOLE — L— INSTALL •:.•� .? FOUNDATION CLEANOUT •... ,.;.X....•. fi PUMPED. CRUSHED, SEPTIC TMD. TO BE PUMPAND � COMPLETELY ABANDONED •'`e': — i EXISTING DRAINFIELD TO BE ABANDONED I I \� +N/T' GARNESS ENGINEERING GROUP, Ltd. p; CONSULTANTS& GENERAL CONTRACTORS 1"1 L 1110011 lk N 4111[ 101 • IMCIaklA . m 41!01 • Fll'.10 (F01i1.1/-111F • FY (107)1L " • O - w•},rwlYrYy.a,n Oeff PREPARED FOR: PHONE NUMBER: PAGE NUMBER: BILL RASMUSSEN 428-7024 2 OF 2 LEGAL DESCRIPTION: OR BY: HAMANN SUBDIVISION; LOT 16 B.F.M. TYPE OF WORK: DATE: DESIGN FOR PROPOSED SEPTIC SYSTEM UPGRADE 1 8/16/2006 PROPOSED DRAINFlElDS x � ke ey A.� arness: CE -79x53 Ig /I GARNESS ENGINEERING GROUP Ltd. CONSULTANTS 3 GENERAL CONTRACTORS :O .. ............. X01 E aPV. sua 101 • MK•KNMGL M. Y 7 • nq„[: 1?U7 7- IN • 7MY: (W " • Vf9LiC: pn•,rgii —iY I SOIL LOG — PERCOLATION TEST ...................... LEGAL DESCRIPTION: HAMANN SUBDIVISION; LOT 16 •• f y A.! Gcrness.. PERFORMED FOR: BILL RASMUSSEN DATE: -8/g/2006 CE�79"3 :� (fee "'= TEST HOLE 1 DEPTH4��000'0��10- 1 -211 ORGANICS IF 7 1 DRY 8 I•CLASSIFICATIONS 8/10/2006 T'7' 6i,b uIo GM TO SM r 2 2:25 5' 1' ll 2:25 – t tzzz= •. 13- r r 5- 14- 5 ML 6" – 6 3:25 It�ttt!tI CL 17 18 NNN • yy%�� S7•Y.YY �tttttttlMH SPCH /�yJ/p/�i Y/V� t♦tt,�t�tL,�tl • SC 7 DATE DRY 8 12.5' 8/10/2006 T'7' 6i,b uIo GM TO SM 9— 2 2:25 lo— 1011 5' 1' ll 2:25 – 12- 2131415 – 4 13- 30 5- 14- 5 2:55 15—M 6" – 6 3:25 30 16 1' 17 18 DEPTH TO GROUNDWATER DATE DRY 8/9/2006 12.5' 8/10/2006 T'7' 6i,b uIo 6- – � � 1 1 , 1 iitt41 ., 1 'i.1' A ! TH#I i SCALE: I 1' - 100' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 8/10/2006 1 1:55 – 6- – 2 2:25 30 5' 1' 3 2:25 – 6" – 4 2:55 30 5- 1' 5 2:55 – 6" – 6 3:25 30 5- 1' 19 PERCOLATION RATE 7.5 (MIN./INCH) PERC. HOLE DIA. 16 (INCHES) TEST RUN BETWEEN 5.0 FT. AND 5.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: CALEB GALL COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PER 0}2MED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: &/Lh Ob GREA,r.R ANCHORAGE AREA BOR'~_GH Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM SE:PTIC TANK: DISTANCE FROM WELL /~0~'~ INSIDE LENGTH ...... COM PA RTM ENTS INSIDE WIDTH -'~-' ____ LIQUID DEPTIi LIQUID CAPACITY GALLONS. TILE DRAIN FIELD: TO'PAL LENGTH.~ ,.. DISTANCE FROM WELL"--,/1~O /_FOUNDA]ION_'~'/~'''~'~'- / NEAREST LOT LINE ~1 / OF I_'NES NUMBER OF .INES /~ DISTANCE ~ETWEEN LINES ~/~__]RENEH WI,3TH~ I.. TOTAL E~FECTIVE ABSORPTION AREA ~__ , SQ. FT. LENGTH OF EACH LINE DEPTH OF FILFER DEPTH: TOP OF TILE TO FINISH GRADE ~ / X~ . MATERIAL. BENEATH 'FILE IN. ABOVE TILE IN. BUlL DING FOUNDATION NEARES[ NEAREST SEPTIC LOT LINE~'--- SEWER LINE_ T~NK ? DEPFH _' - DISTANCE FROM: SEEPAGE SYSTEM CEESSPOOL ._ APPROVED ~ DISAPPROVED INSTALLED BY: SEWER LINE DEPTH: PIPE MATERIAL: LOT SLOPE: REMARKS: C)Tt IE R SOURCES __ DIAGRAM OF SYSTEM . ~.s~ ~, 1~6' ~ / G.A.A.B. ~ F:If:::'I:;' L. I C I:::1N T I ..OC' I';:IT ]i ~i H f.. E C!i FI I [')t!ilPF:If;ii'I"HI{i[I',,H" CII::' 141i~!ff::llr,..'l'H Iql'.,![)I':J",I',,,'IF;iJi)I'.,II'"IFiJ'.,!TFII.. ;;:.'~ii::l..IZI I!iil. 'I"Lili'.:,()Fi'. Fi:C,.., I:;:li'.,IC;I. If.)I;iJ:::l(iiili!;., FII.(. ;:il ?' ~i;-... ;;~l;:iil;.~il::l.. C::I~ Ii".~ ........ :'J~B; J[ '"1t'" IFF!i; SCi ~ L. 1:::113 75 01:;..~13 T 1[ Cff.,I S'~."J.,?,'f'EH ]i S: TF;~'.I~J'.,IC;t-I 't"H,~2: L.EI",IC~iTH I):1: I"tlii:l'.,l'.E; I O1",1 :[ S TFI[:'~: [..EHCii"I"H ( :[ I",t I:::E:ET) Cfi:' THE 'I"RI!~iiIqCH Ot:~: I)l:Rf::l I I",IF::' :I: I:!!:LD. ']",LtI~'~: D[:::I::"I"H Cfi"' FI 'I"I'~:EI'.,tC:H OFf. i:::':I:T .T.S THE DIS'TFli'.,ICE: 13[ii/TFt[':EI'.,t THE !i:~;t...l[;?.l::'[::lC[~:: ()t::: 'FI'"tEi: C~if,~:CIl..ll'.,ID F:II'.,I[::, TH[:.:: 13Cr'I"TCIH Oi::' THE [(:~-0:'.':Ft',,,'FIT:[Cflq ,:: :1:i~,1 I:::'EET). THI:!i:i::~:[.;: ]:S IqO SET F.Ii'[:,TH FOI';:'. TH[ii: GF;!f:l',,,'i'.:il.. DEI:::",rI~I :1: '.[~; ff'l'"ll::~: H :[ i",1 ]: HI...IH DEi::'TH Ot::' ['iiF;.tl:::l',,,'li~/L I~lii:"l"l.,.lli~:El",l THE OI...I'I"FFIL. I. I:::' I:::II",ID THE 13CITT()H Cfi::' THE [~:.:;;':iC:f:I',,,'F:tT :1: I::)t'-,I ,:: Z I'.,t F'EI~:T ). :[ C:E:F:T:[I;::"T' THFIT ::1..: ]: I:::t1'"t FF'IH:[I_.t'f:II:;~'. I.'.IIt"H 'I'H[~: f;;:EC!LIIl:;::[i':t'q[i:NT'ii~ FO[~'. Ot",I-'.:5]:TF:: L::';E:I,.IE:I:;~:S FIN[::, I,.Ii~i:L.I....S Fl:il; SET I::'l:::tl:,~:"l"l-l [!~gT~ 1"1"t['.:: I'"IUiq]:C]~I:::'FIL.:[T'T' C)F F'INC:I..JCif;i'.I::ICiiE. ;~::: :[ I.,.I :[ L.L. Z i'.,I:E;TF'II...L. THE ::~i;"r':~;'['l/~i'"l 2~:: :[ IJI",tI:)Et:;i:':~';TFII",ID Tt"'II::II" TH[.:.': IDI",I'~".i':';]:TI:~: I:;i:I~:!!i;:I:L::,FZI".t(:::[~: ]:?:; I:;~'.EHCfl)ELED :,,,; :,: .............. ................................. FIi':'i':'I.... :1: CI::INT E~ :[ L.I_ I:':.:F:ISI"IU':'!;rS['Zt'-,I "On~$tt~halhou;andoFinion~" 2204 Cleveland Anchorage, Alaska 99503 Performed For Bill Rasmussen Date Performed_ tenal ~escrintion: Lot 16 Block This form Re~ort$ Soils Lo~ yes ~eoth Feet Topsoil Soil Characteristics 10 6/21/76 Subdivision Hamman Subdivision Percolation Test Eagle River Gravelly Silty Sand (SM) Silty Sands (SM - ML) Silty Gravelly Sand & Silty Sandy Gravel (GM) 14 16 . Bottom of Test Hole 18 -- 2O Was Ground Water Encountered? I¢ Yes, At what Depth? Readinq Date Gross Time Net Time Depth to H20 Net Droo Percolation Rate ~linute Proposed Installation: SeenaQe Pit Drain Field Deoth of Inlet Depth To Bottom Of Pit Or Trench CnU~ENTS: 225 Square Feet Drainage Area required p~r bedroom, No ground water or bedrock encountered. Test Performed By. ///~7~,-~ ~ '~/f~.~ Data Certified By: CONSTRUCTION TEST /~ames D. Mack Date: 6/21/76 ~AB {��! .Y ,• Y� +15..�...;; :r V7'�^..'a�++. ri: yv; ..,,.. ;.. ,...- y.c t�r-$i P. •x •�, F:y rig:--i�+'#71 ;:w..+, �,.. iF,=.�:.:� /� � }��.i+: • ,a:..:." C��. h� � fG1 7 � a5�..t o`-� L, " •''�'A `5.�••;':• .r t rss r-' %%'..li•.:,.•` '�: .,: r:., r.. :. •. `i.'��•: / .� � :[:; •<. �. :X; �'•,, .fir } llus mall producing galIons of or hour; Set pump® le Slalic n, _J .. = r` �M SON DRILLING:. INVOICE NO.. �/ G� (�i9S �u rsE�l BOX 3370 / �i %. ti 0E2 0� DA7e PALMER, ALASKA 99645 l b I o. �� rouR P.O.NUMBERTELEPHONE 745-4071;.: ^' { •� - omuen Lot Blk. , Sub.G:2[ ,11:%" 'WELL LOG: . DEPTH I A DEPTH DEPTN , IN /T. b CA1W FORMATION MPT• CA FORMATION IN PT. CAJIN FORMATION I 101 1 1201 1 ! 102 _ 202 ! 101 1 1 203 1 1, 76 37 1• le 40 41 41 11 4 46 le 47 49 4a 60 al 61 ffffffffffffffl�fl� o f�fffffff�■� �- 94 -- 66 �� 67 4111 61 -- �O 16 ..a 71 -- �ID _� O� 0� �O ll�o�s 104 _ 106 _ I Do -107- -101- l09 - - 110 - - I11 - -' - -114- 116 - -Ili -I31- -11•- -110- 111 -121- —lu- 7124- -136- -171- 117 - ^12•- :729 -•130 - -IJ1- =131 - -33J- -134- - 136 - -13e - -137- -119- -13D- -140- - 143 -142- -143- =144 - -146 - _I41 - - 147 - -149 - -140- -160- - 161 - -761- -16J - -164- -166- - -166- -167 -161" -16• - =160- -161- -161- -163- -1e4- -1e6- -16e- -3e7- -16a- -16D- - 17.- 171 70- 171 - -172- -173- -374- -176- -17e- -177- -171 - -37D —160 -161-' -191 - - -tae- -ue= -11D- '—t90 -7.191 - 107 -lo! 194 -195- 204_ 196 204_ 206 -2011 207- -209- 209- -2 'o 07- -209- 20D-210 - -711 - 4 6 a 7 D 224 226 126 117 x31 22D 762 233 234 236 236 237 231 230 240 241 242 243 244 246 246 247 246 249 260 261 262 263 264 266 -219-- , 6o - 261 262 -26J - 264 266 6 . - 26a -267- 2" 26D 770 771 277 213 - 274-- 37 1 74776-776 277 271 27D -2 e0 - 71 I - - `ae7'1 - -7e4 - 216 'tee _2V 265 - 2ao. -_ 200 _ 291 2D7 - 2D3 - ID4 - 7D6 6= - 207 29e 200 wVc7J �'t<,.11��lcdr i)F `'11F�1Snc- �1�2,-T/�{.��! /.'l,.'c,•,;�. 14 TOTAL D [[ `' ` EPTH OF WELL -- 'v" � FT. PERFORATED DEPTH FT. n _ k ( /i by A & I, DRILLING COMPANY BOX07, EAGLE RIVER, ALASKA 99577 ~ TELEPHONE 694-2588 OWNER OF LAND ,' 'fo:' /:',:; i ADDRESS DEPTH OF WELL / , LEGAL DESCRIPTION DATE - Started / PERMIT NUMBER STATIC LEVEL OF WATER FI. DRAW DOWN FT. -: KIND OF CASING d, ,? ," 4 J KIND OF FORMATION: From c? Ft. to '~:" _FI._ From '' ~ Ft. to %'? Ft Frmn '> > Ft. to ¢/'? FI. From /"l Ft. to Ft. From Ft. to__ Ft. From Ft. to Ft. From Ft. to Ft. From__Ft. to__Ft. From____Ft. to__Ft. From Ft. to Ft. From Ft. to__Ft From Ft. to__Ft From__Ft. to__FI From Ft. to__Ft. From Ft. to Ft. From Ft. to Ft. From _Ft. to___Ft. From .... From dL / ~ ri'om Fl. to Ft. to Ft. __Ft. to ..... Ft Ft Ft From Ft. to Ft, From FI. to Ft From Ft. to Ft. From__Ft. to__FI From__Ft. to___Ft From____Ft. to____Ft From__Ft. to____Ft From _Ft. to .... Ft From__ FI. to_ _ Ft From Ft. to____Ft From Ft. to Ft. From Ft. to Ft. From_ Ft. to Ft MISCL. INFORMATION: DRILLER'S NAME