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MANN BLK 1 LT 4
Mann Block 1 Lot 4 #020-041-18 Municipality of Anchorage . Community Development Department Page 1 of 3 On-Site Water&Wastewater Program 4700 Elmore St. •P.O. Box 196650 Anchorage,AK 99519-6650 •http://www.muni.org/onsite •(907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP181172 PID Number: 020-041-18 ❑ New ■Upgrade Name: WANDA WARREN ABSORPTION FIELD Address: 0 Deep Trench 0 Shallow Trench El Bed ®Mound 6101 E. 162ND AVE, ANCHORAGE,AK 99516 0 Other Phone: No.of Bedrooms: Soil Rating: Total Depth from original grade: (907) 952-2425 4 *125 sq.FtIBEDRODM SEE DESIGN DRAWING F,. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe: SEE DWG. Ft 0.5 F, Subdivision: Block: Lot: Fill added above original grade: Gravel length: MANN 1 4 SEE DWG. Ft 55 Ft. I ownshlp: Flange: Section: Gravel width: 'Beds Number of lines: Distance between lines: - 18Ft - - Ft. SEPARATIONDISTANCES Total absorption area Number of trenches: Dist between trenches. To Septic Absorption Lift Holding Public/Private - 6 From Tank Field Station Tank Sewer Lines 990 SQ.Ft Ft. Well 100'+ 100'+ - - 25+ TANK • Septic 0 S.T.E.P. ❑Holding 0 Other • Manufacturer: Capacity: Surface Water 100'+ 100'+ - - ANCHORAGE TANK 1500 Gal. Material: Number of compartments: Lot Line 5+ 10'+ - - N/A STEEL 2 Foundation 10'+ 10'+ _ - LIFT STATION Curtain DrainManufacturer: C.' NONE KNOWN - Gal. Remarks: •OLD SEPTIC TANK DECOMMISSIONED PER UPC PER CONTRACTOR 'Pump on'level at: "Pump ofr level at: High water alarm at: BEDROCK WAS ENCOUNTERED DURING THE TANK EXCAVATION,SEE PROFILE DRAWING REGARDING Pump Make 8 Mode' Electrical Inspections performed by. DESIGN CHANGES APPROVED BY MOA ONSITE DEPARTMENT,TIM ECKLUND(PRESENT DURING EXCAVATION), PIPE MATERIAL AND REBECCA CARROLL(VERBAL APPROVAL) EXISTING/ k to House to tank D3034 Tankdrai D3034 Installer WILCO EXCAVATION Drainfield D3034 CO/MT D3034 Inspector GEG, Ltd. BENCH MARK (Assumed elevation) Inspection 108.58 F, Dates: 1st 8/3/2010 2nd 8/6/2018 Location and Description: 3rd 8/6/2019 4th 8/6/2018 TOP OF STEEL PLATE AT BOTTOM OF STEEL SUPPORT :Y POINT B ENGINEER'S S=•L Community Development Department Approval OF�,N vvKc....Conditional approval: Date: )L) _ .•'.�IN ..../1 I 00 al D v '-. Corn.ss • �D QO:3 '-. CE- • 3 ' eQ Approved: r✓L/ —`"---6( 6'( Date:munity D Go fesO000_- #AECC884 OO Inspection Report_1-1-12.doc / PERMIT NUMBER: PARCEL ID NUMBER: OSP181172 RECORD DRAWING 020-041-18 Y I / / \ \ / / \ / A B C LOT LINE WAS FLAGGED BY / DBL1 97.6 62.2 68.6 N REGISTERED LAND SURVEYOR \ DBL2 97.9 62.7 69.5 PRIOR TO CONSTRUCTION / ST1 98.1 63.1 69.9 -____ � - moi ST2 105.5 72.9 81.5 \ APPROXIMATE LOCATION OF WELL RADA!! DBL3 106.1 73.8 82.5 PROFESSIONALLY SURVEYED BY SHANE DBL4 106.5 74.4 83.3 HOLT,PLS PRIOR TO CONSTRUCTION CO1 113.5 83.6 93.7 CO2 109.7 81.2 92.5 CO-,T4 \ - ` / / CO3 107.1 80.4 92.9 - Co CO4 165.1 138.2 148.6 CO,.. NEW DRAINFIELD CO5 162.4 136.8 148.0 , CO6 159.6 135.3 147.3 ____ - i MT1 114.1 83.9 93.8O3 NEW 1500 GALLON STEEL SEPTIC TANK MT2 106.8 80.3 92.9 02 MT3 165.1 138.1 148.4 4"1 MT4 159.2 135.1 147.3 DBL3&4 / I Ssib A ST••D/L1&2 11111111/_viiiii `100'+ TO TANK AND DRAINFIELD I PROFESSIONALLY SURVEYED PRIOR 0 TO CONSTRUCTION/ EXISTING HOME 1 I- 100'WELL RA. O I . p Z Z W 1 �`• • e:' ,•'l • a In r---7 \ •A ,., 4#4/4 • • POND SCALE: ..- ;:.•• - / 1 1"-40 I ' • ♦♦♦161MSS 8%, ebb GARNESS ENGINEERING GROUP, Ltd : * 4.111' . ....:* ; :-',z-_.-_-,-----_-_.3�0,E ro. 101• FNGINFFRING•0 SALFS CONSULTING -. . ,. - %` I 4 ; ANCHORAGE.AK 99507•PHONE(907)337.6179•FAX(907)3383246•WEBSITE WNW pamessengmeemp com l..•. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: WANDA WARREN 907-952-2425 2 OF 3 ��J,�••••� W C -7913 : ', LEGAL DESCRIPTION: DRAWN BY: .♦ Bpi I`d.•e'.• MANN; BLOCK 1, LOT 4 D.J.G. •.<(b •''•••..1,•,., •••' � TYPE OF WORK: DATE: 4 UFESS\�P SEPTIC SYSTEM RECORD DRAWINGS 8/23/2018 #AECC8E84,,11►11‘1111♦♦♦ C PERMIT NUMBER PARCEL ID NUMBER OSP181172 RECORD DRAWING 020-041-18 2"INSULATION PER CONTRACTOR FINAL GRADE=99.00-101.64 ST1 ST2 TOP OF TANK AT INLET=95.67 r TOP OF TANK AT OUTLET=95.73 //, '/////////////////, ////7 il1) NEW 1000 GALLON INVERT OF BUNG AT INLET=95.25 SEPTIC TANK INVERT OF BUNG AT OUTLET=95.10 DURING THE EXCAVATION OF THE TANK;IT WAS NOTED THAT BEDROCK WAS ENCOUNTERED AT A RELATIVE ELEVATION OF 88.35 FEET.THIS WAS CONFIRMED WITH A TESTHOLE ON THE SOUTHEAST PORTION OF THE BED.THIS"TESTHOLE"WAS EXCAVATED WITH MOA ONSITE EMPLOYEE TIM ECKLUND ONSITE.DUE TO THE PRESENCE OF BEDROCK,THE DRAINFIELD WAS"LIFTED"WITH MOA APPROVED SAND TO MAINTAIN A 6 FOOT SEPERATION DISTANCE TO BEDROCK.IN SHORT,THE OLD DRAINFIELD DID NOT MEET MOA CODE REQUIREMENTS PA 1 MOUND WAS TOPSOILED AND SEEED;THE MAJORITY `�\rte HOWEVER,A PORTION OF THE MOUND IN THE 2"INSULATION PER CONTRACTOR NORTHEAST CORNER IS APPROXIMATELY 38-40% • FINAL GRADE=97.10-97.91 (DRAINFIELD IS SHY ON COVER) MT CO CO CO MT 0 0 = 0 1 1 FILTER FABRIC TOP OF •ND=94.35 C r i,. -rrrrr. • • • • • •„,• • • • •,I • I • •-• I •-• I r'I I r.I • I.• r.r I •-• •_I�•,•..:I.;•:I.: • I: I•.�,;y,,..•~.:l:,C .'..tip. ,•:� ti`�4*fw-� ...t.J,.:t:'�.•�;i}it1."1.�.�,+.:-�� - .i.a `o _'p.:,ti :anti;:`,;•'';;\:• `..,.. ''•4>C..i-l•:: -..: :ip 4.:.;r-`,'.t�a-�,',.:4�,.a:^`-":`it..' 4 r:�:A.. ' � '-i�`•: '%'.li'•L-:w fi�..�i.1.4�"i.7•::. !T'.:{h�.',•A;vr Y'.e.i �.`;e`.... -.`•�� �-t�i�,;f'_.i=.:v�• '�^"ti' `•L�i•.lin:K`9.":1g:a,-:.-�'.�t.:::.:rr.i.t.' = r�':v.�-f�: !:a;��.. _.4"_ ..;`rr :r�i`.`' :'';t:Za`•`.{MOAAPPROVEDSANDFILTER f�'.1.+.? S:'`'..':' -F' "�a��w:• �,".;�<;,;;,i,", 3�- ,.�- . ." . �..��', � INVERT OF DISTRIBUTION TOP OF SAND IN OLD BED=91.50 :%?' .:ttr•-^'tr•� `�;• .;�'.= •:ri•'•.:t; � ;e.,; �". �k••� re '�y�� LINE=94.85 •.;:,'.'7-'''....!;.:8;A•. :*' T.i!7:1 �^:.**r, ..�v4:':Y.i..E�..-.:r_ cro:.r„<`.:• 1,.•yc•.,. ti, d.. '=tl',.f•.yj�- .{•{•t� l;i._ilia:�v`:.Y �.:��.:, v:`��.,.1:.....-:�`;.jt.rhl'.;�^;.'S'.. 1.:..1w•-L"X''.. : I+ 18'WIDE \\._ BOTTOM OF EXCAVATION BEDROCK ENCOUNTERED AT 88.35 AT HIGHEST END OF BED EXCAVATION I =90.9-91.47 MOUND WAS TOPSOILED AND SEEDED $..OF �\\1111Ar • GARNESS ENGINEERING GROUP, Ltd ; . •.... .4..9441A'��� `.* *..-- ENGINEERING SAI FS CONSULTING I 0 3701 E.TUDOR ROAD.SUITE 101•ANCHORAGE.AK 99507•PHONE(907)3376179•FAX(907)338-3246•WEBSITE'...m,gamessengneeirg com • )y . . PREPARED FOR' PHONE NUMBER: PAGE NUMBER: • y7111.1111111117 0 WANDA WARREN 907-952-2425 3 OF 3 0j0'i • ie rCE 953 f u{ ': LEGAL DESCRIPTION DRAWN BY � • �„pi: ( �1-1 I�.[��� MANN; BLOCK 1, LOT4 D.J.G. SFO••••''•••••• '' JJJ\`P� 4. TYPE OF WORK DATE LICENSE♦141;;;`SS .%4 / SEPTIC TANK AND DRAINFIELD PROFILE 8/23/2018 #AECC884 J '`Ll F A L 17'` MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program ' PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muhi.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP181172 Work Type: Septic Upgrade Tax Code Number: 02004118000 Site Legal Address: MANN BLK 1 LT 4 G:3238 Site Mailing Address: 6101 E 162ND AVE, Anchorage Owner: WARREN WANDA L & Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Effective Date Expiration Date Lot Size in Sq Ft Total Bedrooms: -//Sf/ 1 a aL)M %8 A aH/T�Jz t f. l)clru•cntc•n r 7/6/2018 7/6/2019 ❑ Private Well ❑ 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: Slope of drainfield mound shall not exceed 3 to 1 and shall be top soiled and seeded prior to inspection report approval. 0 �# F� /?�O{9 S«.�a/ o �e a��ec� �3.5 �) bcA'i Se.�.lt' hacl� �° Lo V S eP o✓La1 d r� —�n b eu rack . Received B Issued By: f --1 11AB) Date: `eCCG �L Date: 61a9 , MUNICIPALITY OF ANCHO '* i. ' + • ► aut 0 2 2018 ;IL Community Development Department \ ;% • ;,•ne: 907-343-7• Development Services \ �� 's,1• •07-3� 9s On-Site Water & Wastewater Program o[ 6 8 L Mayor Dan Sullivan On-Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. 020-041-18 Property owner(s) WANDA WARREN Day phone 907-952-2425 Mailing address 6101 EAST 162ND*ANCHORAGE,AK 99516 Site address 6101 EAST 162ND*ANCHORAGE,AK 99516 Legal description (Sub'd, Block& Lot ) MANN: BLOCK 1. LOT 4 Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: ((gall that apply) Initial ❑ Single Family (SF) IN Absorption Field ® (w/wo ADU) Upgrade Septic Tank ® Duplex (D) ❑ Renewal ❑ Holding Tank ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: N/A Distance: - I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: 51. .0D Waiver Fees: Date of Payment: 113)13 Date of Payment: Receipt Number: °Ot 61 0(1 Receipt Number: Permit No. OSP) t I J 7 2 Waiver No. (Rev 01/11) __ Quan1Cs GARNESS ENGINEERING GROUP, Ltd Advanced Treatment System ENGINEERING SALES CONSULTING UCert.-ht,lirer July 5, 2018 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic System Upgrade for Mann; Block 1, Lot 4 To whom it may concern: The existing 4-bedroom house is served by a private well and septic system. The drainfield is in a state of failure and needs to be upgraded. We are proposing to install a new 1500-gallon steel septic tank, excavate out all contaminated material out of the existing bed and import MOA approved sand as needed to rebuild the new bed to an elevation of 0.1 feet or higher than the existing bed. Comments regarding the design are summarized as follows: 1. SOILS: See attached soil log by Leroy C. Reid, Jr. Which shows the soil classification and groundwater monitoring. It should be noted that a percolation test was not performed (all were visual). However, the system has functioned for approximately 32 years (installed in 1986). Based upon this fact, we find it reasonable to allow the drainfield to be rebuilt in place. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: As can be seen in the attached survey, and design drawings, there is a pond in the south end of the property as well as an outfall/stream that dissipates into the ground. The proposed drainfield is 100+ feet from the pond/stream and the 100' setback will be surveyed prior to construction. 4. TOPOGRAPHY: See attached topography mapping from MOA elevation profile. 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. Sinc= , 'Jeffrey • . :r ess, .S. Preside t 3701 East Tudor Road,Suite 101 *Anchorage, Alaska 99507-1259 Phone: (907)337-6179*Fax: (907)338-3246*Website: www.garnessengineering.com • `SEPTIC AREA SEPTIC AREA /---_�\ / N / N i—--� / \ / \ / N / \ / PTARMIGAN / \ CZPTIC AREA ROOST;BLOCK 1, / / \ MANN;; BLOCK 1, \\ LOT3 ' /( 1 LOT 1A /�-fi �� - I 700. / I / \ I MANN;BLOCK 1, x'44 I I 70�/ I \\ \ LOT 2 R9 / l'i'F4I \ \ \ / / C�0/ / MANN;BLOCK 1, __�J \l / US / LOT 1B \ \\ / \ I / 70 , I A\ Imo/ \\ I // OwF<< I // \\I -- \\_ \�I// nyo/uS 700hF 70 I \ CD i C/ Q90j0 0 �`C�0j0S \\--- / // \ I 3 • MANN;BLOCK 1, * / \ \ / LOT 3 / / •' \ PTARMIGAN \ // / r \ ROOST;BLOCK 1, \ N / \ LOT 4 N ——--- SEPTIC AREA 100 WELL RADI, I IVACANT PER w / ANCHORAGE LIVE \ T • Yre / \ ": / r .yr; / OUTFALL I _— 'a-7.. - POND kb, / \ / \ N / \ / N / \ / \ PTARMIGAN ROOST;BLOCK 2, // MANN;BLOCK 4, \\ MANN;BLOCK 4, I 70 I LOT 3 / LOT 2A \ LOT 1A I 0 h�� �pTIC N \I \ C�0jvs / ARS /' 700.�F I \\ SCALE:Il / �� \ / 1"=100' / 1\ <(�O�US `SEPTIC AREA \ / / \ \\ / I A 1 I ��•,," '. I 4 • 9 I. / ••* •. GARNESS ENGINEERING T NGR OUP, Ltd • •fCE7953 • 3701 E.TUDOR ROAD.SUITE 101'ANCHORAGE,AX 9950/'P PSg07)334179'FAX(907,33I�2 EBSITE www.gamessengineenng.com 0. •. 0 • PREPARED FOR: PHONE NUMBER: PAGE NUMBER: 0. * ,'" ' - =,S `J WANDA WARREN 907-952-2425 1 OF 2 0 %' '• ' h • PROJECT/LEGAL DESCRIPTION: DRAWN BY: �,.•'�(` MANN; BLOCK 1, LOT 4 D.J.G. •��; p E�`a\P`4• . TYPE OF WORK: •DATE: LICENSE ,q I%%w ... SEPTIC SYSTEM DESIGN UPGRADE 7/2/2018 #AECC884 • DESIGN CRITERIA: GEG,Ltd.HAS A 8 PAGE SPECIFICATION NUMBER OF BEDROOMS:4 LETTER THAT PERTAINS TO THIS DESIGN.TO GALLONS PER DAY(GPD):600 GPD OBTAIN A COPY OF THE LETTER CONTACT NOTE: THE CONTRACTOR SHALL HAVE THE PERCOLATION RATE/S:SEE DESIGN LETTER GEG.BY PROCEEDING FORWARD WITH THIS PROPOSED APPLICATION RATE: 125 FP/BEDROOM INSTALLATION,THE ENGINEER,WELL DRILLER, NORTH LOT LINE,ALL PERTINENT WELL MINIMUM DRAINFIELDPPLICISQATE:750 FT' CONTRACTOR AND PROPERTY OWNER AGREE RADII AND SURFACE WATER SETBACKS •PER 1986 INSPECTION REPORT BY LEROY C.REID.JR.P.E. — THAT THEY HAVE READ THESE FLAGGED BY A REGISTERED LAND / SPECIFICATIONS AND AGREE TO ACCEPT THE '-' TERMS AND CONDITIONS OUTLINED. SURVEYOR PRIOR TO CONSTRUCTION DRAINFIELD DESIGN: • / MAXIMUM DEPTH:LIMITED TO REMOVAL OF CONTAMINATED MATERIAL • 0 p. EXISTING BED TO BE REBUILT AT A HIGHER / WIDTH:18 FEET O^�1, M•• O O j ELEVATION(MINIMUM OF 0.1 FEET) / LENGTH:55 FEET / EFFECTIVE:0.5 FEET f PROPOSED 1500 GALLON STEEL SEPTIC TANK;INSTALL MOA APPROVED SAND FILTER:AS NEEDED TO RE-BUILT THE 6FEET \ DOUBLE CLEANOUT BEFORE AND AFTER TANK EXISTING BED AT AN ELEVATION OF 0.I FEET OR HIGHER ACTUAL SQ.FT.:990 FT' / 3 FE!'7 • T / i \ 010 `.•• / `g APPROXIMATE 100' f > 1W:->>.i SURFACE WATER SETBACK f ``��'` �► sOc EXISTING FCO Cipp� - I �v�APPROXIMATE LOCATION OF EXISTING U EXISTING CO TANK TO BE DECOMMISSIONED PER UPC ASSUMED LOCATION OF SEWER SERVICE LINE PER TANK LOCATION ��^✓/ - pp,, / (( '. decK '-� v� EXISTING 4 ffff 1p0' BEDROOM HOUSE 1 WFL��0/US POND RUNOFF;SURVEYED IN BY FRED WALATKA, I PLS;PER CONVERSATIONS WITH SURVEYORE(SEE ATTACHED EMAIL),FLOW"DRIES UP" Z \ •-.4". . i1}'y'�: LLI 6 fir:..•r: �� •IAC\-"•t�j.• • L, ... ... ... R.Lrt7 ttC. r POND `A•.{..ti,..: :- ..s....., .••• .•.•"••• ...., ......,„„,,.. .....„ ,...- •••••••••••— BRIDGE rn o ti:! M S ALE: v.eeT 1"=40' ,trfi4I.• w rF ...'„" 'I i �• f GARNESS ENGINEERING GROUP, Ltd 4 .... ........ • ..- - ENGINEERING SALES-,CONSULTING ice\ foil 3701 E.TUDOR ROAD,SUITE 101•ANCHORAGE.AK 99507•PHONE(907)337-6179•FAX(907)338.3246•WEBSITE:wwwee .gameanpineering.com A ••« • 'PREPARED FOR: PHONE NUMBER: PAGE NUMBER: • •• • ••. ff ,• 4 '. .mess .•Q WANDA WARREN 907-952-2425 2 OF 2 f��s%' C 79 •°,• - PROJECT/LEGAL DESCRIPTION: DRAWN BY: . . --- % - MANN; BLOCK 1, LOT4 D.J.G. f1 ♦ .1 • •i' �.- TYPE OF WORK: DATE: ff44,.. ESS\" ,. SEPTIC SYSTEM DESIGN UPGRADE 7/5/2018 #AECC884 �������� I (ENGINEERS SEAL) Municipality of Anchorage • f DEPARTMENT OF HEALTH &HUMAN SERVICES - `.i tJ 825"L" Street, Anchorage, Alaska 99502-0650 9SOILS LOG — PERCOLATION TEST DATE PERFORMED: �� (7 PERFORMED FOR: C"'ris Exce.q'C/'-`t l oc k tot I Township,Range,Section: _�r z Ti' n!g3 W /Vican � SLOPE SITE PLANkill OL oe.9,-%/vc 50.1 •, .� LEGAL DESCRIPTION: ■ ®�■.■� ■■11•� ■■s.r. ■■■oo■sin ..- 0 Sw At-s d' ' 1111■ . 11101511326111111111 ■ 3 Ilia 7-g railaillinall11111111 111 6.`Irl esce11 cntE„d u„.�19r Mall, 111161111111111111111P11 5 1111■ ` 11111111111111111111111111111111 ���■■ 1111■■- 1111■■■ 6 WWI 1111111111111111111111111111111 7 ■�■ fi ■ ■■■■■■■r 1111 ■■■■■�■■a 8 r■a ■ 1111 9 s _,oe% WAS GROUND WATER •Fc� 10 ENCOUNTERED? S■11■■■..■■ S" P■■ 1111■■■■ 11 111 IF YES,AT WHAT 11.11 ..■■■� DEPTH? E 12 ■■■■■■■■■■ Depth to Waler Aller Monitoring? -- h ate: �—-- 13 EMI Depth to Net ® Gross Water Drop Date Time - 1a 15 .. r—"_1111,-•, IIIIIIIIIIIIII16 11111111111111111111.111111111111111 r MIIIIIIIIIIIIIl —.0..1.,.. IIIIIIIIIIIIIIIINIIIIIIIIINIIIIMIIIIIIIIIIIIIMINIIIIIIIIIIIIINIIIII 17 �— 18 �_IIIIIIIIII=—� IIIIIIIIIIISIIIIIIIIIIIIIIIIIIIIII 19 _--- INIIIIIIINIIIIIII 20 PERCOLATION RATE (minutes/Inch)PERC HOLE DIAMETER --- TEST RUN BETWEEN FT AND FT 77�c -- / ,�o ti �� « La f•vre �4- sur 6 /v e e v o kJ COMMENTS s 'S ,' /¢r»e,-11--4-L cwt.to,/ e.,e.,.t/. L. Me- ;t c�fi J`Rri �j�"CERTIFY THAT THIS TEST WAS PERFORMED IN PERFORMED BY: ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: (ENGIfER'S SEAL) 7-3 • +.r Municipality of Anchorage e ,d r DEPARTMENT OF HEALTH & HUMAN SERVICES • 825"L"Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST ► -- '. 1 i • PERFORMED FOR: co.-I's EXravec+iV, DATE PERFORMED: / Uc$o6Q,- /Y 8 6 LEGAL DESCRIPTION: M ann /3/ock / Lo17 Township, Range, Section: .c .L 7-// /rte 3(.v---- CP]rH SLOPE SITE PLAN :'FEV) 0 L 7e5't 1 1 - Ii T I 2 -vt5-_O YV S C Ica'n S r .I c _ ,/ N 3 - •. ' � 4 - /.. ?Sc*er ( kw, O I /1i v 1 1 1 1 IM L. s' I+ 7• ` 12" _ 7 \ 1 Test I \ '- 8 - 9 - Ti--t, 10 - WAS GROUND WATER e 5 •Cl. S'-(0% ENCOUNTERED? 11 - S J IF YES,AT WHAT 6,r� O J 12 - DEPTH? P - E Depth to Water A11 r 13 - Monitoring? 6 �• DDate: � , 14 Reading Date Gross Net Depth to Net Time Time Water Drop 15 - 16 - 17 - 18 - 19 - 20 - PERCOLATION RATE (minutes/inch)PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS S'o,•1 1,it / ",z •1O 6'iii, ,•I ✓.fk4117 r,-/ed (d /Z5' LJ'14_, PERFORMED BY: 4E E(S Sr bid 0 2 Y I Z...---"4"`el-' y CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFEC ON THIS DATE. DATE: •L D( 1it) 6r" /elf 6 72-008(Rev.4/85) (ENGINE 'S SEAL) • • ��r Municipality of Anchorage i DEPARTMENT OF HEALTH &HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 r SOILS LOG — PERCOLATION TEST PERFORMED FOR: 64.krik EX«kict.-h-ni DATE PERFORMED: 1 oc.-1136P, 1 qF`G LEGAL DESCRIPTION: Mann I3iocrK I Lot If Township, Range, Section: pec - rii/v /- 3 kr SLOPE SITE PLAN OL oriani( --- 1 ÷ _ 2 ' ,5W Clecnr1 Seoul - N Ib • 125 1:7'/6 — O ='b fir—Test z 3 - ve , u� 4 .GM SiIll Sandy j rml e.L I V /' $o,,t ry / /v 5 / fi�Lf5 s� sft�^ �� 6 • Mira �/� //I C� Ur, 1, t' l' 7 I > /1/ \ I ilii ;4 . -8 1 _ a Test z 9 10 WAS GROUND WATER ti S-124ENCOUNTERED? NO• 11 s _ 0 IF YES,AT WHAT L - — -- __.__ --- - - --.- .._._.. DEPTH? 12 P E 13 Depth to Water Atter-Sdeli ( 6 oc-f- . Monitoring? 7 Date: 14 Reading Date Gross Net Depth to Net Time Time Water Drop 15 16 17 18 19 20 PERCOLATION RATE — (minutes/inch)PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS <o,'/ Awn / 1"z 710 3 '2 i'S v.'s u a//7 e^ec d e) /25. C7 7h— PERFORMED BY: A ECC -$7` s6 U 7 ���+•A* CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT N THIS DATE. DATE: _ / OC A> 14� mx-G 72-008(Rev.4/85) MUNICIPALITY OF ANCHORAGE Dl RTMENT OF HEALTH AND HUMAN SER ES Environmental Health Division 825 "L•' Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name] .�r1 P_r'n7Gi �I l�f. CLC /7Q in DISTANCES — \ TO FROM — __ _ SEPTIC TANK ABSORPTION FIELD — WELL Address qo /4 t cS /z ori [ �.' 3' `` S , fr /� f� t�h f1 / WELL Phones) Permd No. No. of Beer Fas LUT LINE - S` -- / 2• LEGAL DESCRIPTION _- Lot I.(:, Block � — Subdivision M I-? its FOUNDATION __ -� � � 2_ / 6 Township. Range. Section /Z j raj-- — AS -BUILT DIAGRAM tShow location of well. driveway, water bodies, etc.) - — septic system, properly lines. foundation, ��rs••fi'n� TANKS I SEPTIC ❑ HOLDING Man/ulacwrer \ _ C/ri5ll,G'af,;;_'QC[ar✓,%19 %D ci(Cnva/i� Capacity in gallons �..50G -- — � Matenal ,) tee No. of compartments TYPE OF SYSTEM ❑ TRENCH %A BED ❑ W. DRAIN ❑ OTHER Depth to pipe )ollom Irom original grade /f c 4 aGu s 26e/ate A, / z P1 Total depth from onglnal grader�FS O _. . /'UL ex,,.odoff� S"v" P""eVFT Fill added above original grade g `rryul P/vS Zs Su•l 74<e FT -6 ravel len gth v FT Gravel depth beneath pipe - rl FT Y. o Gravel Wldlh �B FT _ Total absorption area Distance between lines Number of hoes Sod rahny pipe material 5� ILS/ Sp FT /-k(v -2)3r)J 4 — , ri— Installer Date Installed Cµff l3 �jrf /`lg — WELLS ❑ PRIVATE ❑ OTHER (Identili Classllcahon (A.B.C) Total Depth Cased to -- -- --- FT FT 5 — Inslanel a—te Installed. tglr _ — REMARK:'s: �X'S/ril, •fR/I/C- wt� ,'.)3'%H.�P� /t'.r'S r=91� 6j' a.1 <�.rr•y rnow' ��tlr� e/Srn va 1'U— � c.��7`lt �a u-7< i,rS���e�fi �r-r Scale: r SZ3 /•� r To 74' n Wso:1�"c ! Vey ,fd. <r �- •�1 ii, c —� Inspections Performed by: - ENGINEERS SEAL ! clef 66. certify [hat this inspection was performed according to all Municipal and Stale guines in effect on this date: / .r—Health Department Approval:Date. /2-813 (3/85) ]BOX 13099 sTAIz Y,14DUWU A ANC1101 tAGIP9 ALAssA 99502 SIX INCH WATER WELL DRILLED hNW,=MASIME� OUT TO THE DEPTH OF — 205 f eet Case( t') 38'. DRILLED AT THE RATE OF 9123 PER FOOT. PROPERTY OWNER Mr. and Mrs. Shermanr II "eacham LOCATION OF WELL DRILLER Pern i_ e Claus Lt. ZI Pll. i Sub. `Ian i WELL LOG: 0----19' Silty sandy gravel. Silty water bearing material from 16-18', 19---25' Conglomerate. A broken bedrock. 25--,20,5' Bedrock . Asedimenta.ry rock. One to one'- a half GPi in granular and porous material from 165 to 172 feet. From 194 to 197 feet showed a porous material with a very strong yield of water. 10 to 12 GPP9 with water recovery coming back to within 30 feet of surface. 3/4 horse submersible pump should be installed 15 feet off bottom. Leo ryu MUNICIPALITY OF ANCHORAGE Dr-PT�` F I-IEALTH & CfJVIRONA4CPdl-/�L PROTFCTION NOV 31986 LE. LD COST INCLUDES ALL LABOR AND MATERIAL FOR COMPLETION OF SAID DRILLING. WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOR THE SUM OF ---------- THANK YOU VERY MUCH. BERNIE CLAUS OF RAMPART DRILLI WORKS DATE January 22, 1985 SERVICE CHARGE O F 1%a% PER MONTH WILL BE ASSESSED ON PAST DUE ACCOUNTS. fl'1AIRMT! Pdl::)i: r :.......... .. AN .._ ADDI'VITIS i: CON FTKINF�:� n.a,. IS: 1I::: .. i II '.. ... t',, i , ,1_ ,,....1!'I I. .,. I! '':I" 11... I' i'_.. oil As oil Il^' !1 IFI: .I 421110 .. I I II' N 1" 1 Ii :6l{....1 I-1 AND EIR) i. F;C11'11 R' 11`IA ;C:) I' l' L:: L :l Oki i {;:", 1. :S I on I_:: L , r1PIC::F-I(II zows,, I'll<:gam I. 1A 0 - r_., .:Il:: I:ii: ' 111.:1::11n f Ev II''(' C +!:':c.. y,. II -P :+I;; ...i... :I.O!:I. 7 /`salt':; CVL.) 6'll'dL..f(1F::. 9flsl..',(7-:: 4{:il.lD'D1:b'T.;i:fC)1`,Il; P'IA1.4N 1AJ1 3 1 `::3Eii:( "I":I (DIN lYJN SI -A T I' i. LII Fi(I1il,;, 1..01 I I:;:;; OWNS ( ULI F'1". UPi ('I(:.f',f:i:5-'D CA91-�,-'q,m . 1. I. aCil f <).mj. I .I r'I'' vj i I I! ME, r t7drlll'i p emenits tr or rill -o t.r::: f>{",l a(.;f mItI f if:,l''iAl Ill "i.Ilt: I'h. 11 d r.. i j:: al i 1 y of Arl rIt'.if says; (NIC•)(>I) arld l l Iia t,,i.<!?.'L_t„ (::if `;%., ' .Ilei .!l', r)f, i ! all ITIA r.,rlr.le (-.{1".!r.:i .. ,, a;f a.. .I. .1. f i r, I. s .L .I. I, I Y r�, L.. t::. rn I :::u t rac. a•. l L. I I all <afit::l !!1 ('::f'rtiil'71 iEulr"e Iv .)Y I:.rli Ir.<oat�i..i f`7 i; !' Lr?. t:7f 'I:_him pr.i fn:i.i:<, E 1„1 i. 1 .I. <:a(::!rY+''t`r' .. _: r.l...l. I'!(_)(I ,-Irlr':I ,,./l, tl.t.:1 C:)4 (! I rd.r.,hK'. i ,..+(:ILt i.r e;?fl!r:'I II.Y'. , or 'I'.I'Yr distances ff'l'm ar, e 1''t:lrig utial I ,.Y:a ..I. I• I ,..,i,�i. r. t.i _ i ,. .. 1.: E'1 �..� t"'f' C.I .I Fl ,:',1 .n iii .. r. � .. � Iq C ... 1°•'+i '_i I. C'fli i_)1"Y (.. F1 I I;i i,;:11' all)/ "la ,.I ':I. (::: oS.11 l-. f.::IT I F A L.1 1-"' 1 r:,'1" A ITi il`I 113 ll Ir; l r d.i,_F,.:} IN AN (11'''1:.61 l: t.14'C:F,I' i_} BY 1"11::)(1 1',SLJ I I...DING MEN (:L) (IN F:::I....F CITR:I:CA 1'l:f,MI:"f ('iPl}:} :I: 1'd`'al I I:"(':I:f.:)PI PII.IC.II ;:SI_ (11:SFAII'1F:1.) (:') AW -DU 1111-8 I,+; I:L.L... i\ll::)F 1;41:::. PiF-'I'''F'2C.1'Vlii::C) L'JIITIC:ILYF IN ill ,..lf:C::"IJ-i"I"":;(-1 L.. :I NSFII`::f::L 1:C) d RE:FT:)Fi`F';; i -`1\1D (:i } I I II:i:: [ I F::C] 1' i C'.:611 ['JOI'?F f IUS D ,t)OJ''I( 11Y A I....l:cll':I L:;V-a) 1 L Ii:l 1 F�1:C;I(`11\1 w�C....___._.__..........._...,......_.__._... ..... .... _...... 1)(!FL_. .... ,. 7 A1'I'1....?;:C:;(::,p,LL;, 'F:,I.IF ':1%,h1`1 l' F:(1C::1I(1P'I /S: Arm" 1,0 lAw e-- C>Qj"Awn- , U -n l� � Zc� '_ r. S/�T."n1t''.,� - •F -74"." ,/��' t f u c�,,<, "3 Cdr ( . 7,z-- % �r Gr -•.0 l.L.(E� wr�'�n 4.� �at-C-t •(Tr' f`_ -,(,dam, -P cfEL� 1 -1ANA-C It f i n .n SP r 42 ALASKA ENVIRONMENTAL CONTROL SERVIC , INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907)561.5040 JOB—11 P,iuck L L-1 q SHEET OF CALCULATED BY -D^ ! DATE 1Z- 0chAf '9B6 CHECKED BY we DATE crn:--> r.'-.. .- r.__ o' -. ALASKA ENVIRONMENTAL CONTROL SERVIC, , INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561.5040 JOB Mall RiUf{ I I_Ui SHEET NO. u OF— CALCULATED F CALCULATED BY DATE I2 CHECKED BY SCAL pR.oF IL�j anter . :... ..:... .. ..... v,... , C�ne. . t EA Ali, 4*44'r' �.,...... •i...� ., TN .�7-77��,/1,� J` j i j aril c i 1 I / rill. lelrt' req Nausea :nrcK a� ole j n �i EAsr 300,00 1-50 Vir.o I I xpI i 1 48,o i 1 (Fie /0 Va"AfY, r�' O ?Lb 'br too,.* rpm exrfi y • Fi' ear �'• o .� i _ _ _ - I ideueRe ••say• es•• s SGA LE f"=50' ' �• •t•ooe• • n••e• s1( e lkRO REID, JR, P .. o ZS J. .•oeC 7, - OUR/aP - 4AS rANK EAsr 300,00 1-50 Vir.o I souk No. 796 ►esu No. ZJ 'ZA. Mo c0215 carr �'4 s I 1 hereby certify that I have surveyed the foMoteHq r Block _L ✓,1r!fJ Sufi p• Arrahatal�l. AMMc+. and that the improvements situated thereon M V*thM ttw !I '♦ not Wnflap or encroach on the property lying adjaewst thWVW tint[ 44 to on property lying adjacent thereto encroach on the prornow M WjMWe WA IAM then am no roadwaya, transmission lines or other visible easements on UM prop" anaept as Indicated hereon, Anchorage, Alaska 27 MA,P, 1978 "O °F A�4°°a . P °°•�...,,s d ��, res 1 � /,'•./ ',%r tl w� Ho•Hp••.. vv••v N•M ••Br•••• front: HildpnM o •o No. 110iS �Q9fOApofESSrO+• *��dw i I xpI i 1 48,o i 1 i i sr1 i ZS 7, - OUR/aP - 4AS rANK souk No. 796 ►esu No. ZJ 'ZA. Mo c0215 carr �'4 s I 1 hereby certify that I have surveyed the foMoteHq r Block _L ✓,1r!fJ Sufi p• Arrahatal�l. AMMc+. and that the improvements situated thereon M V*thM ttw !I '♦ not Wnflap or encroach on the property lying adjaewst thWVW tint[ 44 to on property lying adjacent thereto encroach on the prornow M WjMWe WA IAM then am no roadwaya, transmission lines or other visible easements on UM prop" anaept as Indicated hereon, Anchorage, Alaska 27 MA,P, 1978 "O °F A�4°°a . P °°•�...,,s d ��, res 1 � /,'•./ ',%r tl w� Ho•Hp••.. vv••v N•M ••Br•••• front: HildpnM o •o No. 110iS �Q9fOApofESSrO+• *��dw i ALASKA ENVIRONMENTAL JOB /1Q^A 'F1014' y I'll. I s' CONTROL SERVIC , INC. SHEET NO.- OF 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 CALCULATED BY L DATE ^' `"j (907)561.5040 CHECKED BY DATE SCALE ('%D e Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502.0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: C-45 EXc�.�a��"-�y DATE PERFORMED: l -k O c f /`/b' 6 LEGAL DESCRIPTION: Mco�h fjloc/c y hof Township, Range, Section: Sw.. z 7-/, /V p,3 W p SLOPE SITE PLAN II E ) OL 1 � :1J SW Glean $a/i �t 17 2 0 /zs a',6 F -H I 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Si liv ,C andv grave( cvi t'G� ei'tclfe'lt .Sand C' /'L q Ilve1 t) WAS GROUND WATER ENCOUNTERED? S IF YES, AT WHAT L O DEPTH? 5 - P E Depth to Water Aller Monitoring? Data: -to Vo -7—F Reading Date Gross Net Depth to Net Time Time Water Drop 20 PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN —_ FT AND FT COMMENTS n, s (5 /f luy r uq oslr,/ 4 v /'-1o4 '/D /•` G-� )e.xy ?cuo< Soni-! lenp.,.Y'!x fG.z G�7c. PERFORMED BY: /LEGS I v� 'eJ��~CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: � 1- 72-008 (Rev. 4/85) -72-008(Rev.4/85) t � � -to Vo -7—F Reading Date Gross Net Depth to Net Time Time Water Drop 20 PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN —_ FT AND FT COMMENTS n, s (5 /f luy r uq oslr,/ 4 v /'-1o4 '/D /•` G-� )e.xy ?cuo< Soni-! lenp.,.Y'!x fG.z G�7c. PERFORMED BY: /LEGS I v� 'eJ��~CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: � 1- 72-008 (Rev. 4/85) -72-008(Rev.4/85) (ENGIN€ER'S SEAL) Municipality of Anchorage' DEPARTMENT OF HEALTH & HUMAN SERVICES 11 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: Co AS �Y.CnVCC�-i"i7/� • DATE PERFORMED:[ 007061 - /9 S LEGAL DESCRIPTION: Mann 1310Ck % Lo7/ Township, Range, Section: . z 7-// 3c�-- m—lam ff SLOPE SITF PI AN 2 l2 S a'/b 3 e 4 /. O �= / 6 �._ 7 ISL.. �Sr1.f j est- I 8- 9 10- 11 - 12- 13- 14- 15- 16 17 18- 19- 20- WAS 81920 WAS GROUND WATER ENCOUNTERED? �2.5 -hl—* !''- (0% J IF YES, AT WHAT�'I L DEPTH? �' p - - E Depth to Water All f ' Monitoring? Date: 06 -Reading Date Gross Net Depth to Net Time Time Water Drop I PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER �—I TEST RUN BETWEEN _ FT AND _ FT COMMENTS So'I '%ani c2 fv 6 2 v «•r/l. PERFORMED BY: A Z C S ST `sX o z y ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN 72-008 (Rev. 4/85) • CERTIFY THAT THIS TEST WAS PERFORMED IN THIS DATE. DATE: I U( A) �` ll,' 6 C a� Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: E Cavcd)' I DATE PERFORMED: 1 OC -_1015e, 14(CS6 LEGAL DESCRIPTION: M6,vtrl pjoc-IC I Lc't Lf Township, Range, Section: ,, z rt7 N n -3 c r - b P SLOPE SITE PLAN JFJT OL orrlai,iC 2 ; YJ Cl eav $2nd 3 I' 4 Cam S'Ii 1 $anAy frNJe 6 7 r -8 -- Tesl 7- 9 10 11 12 13 14 15 16 17 18 19 S `{ S Reading Date Gross Net Depth to Net Time Time Water Drop 20 PERCOLATION RATE __ (minutes/inch) PERC HOLE DIAMETER // ll TEST RUN BETWEEN —_ FT AND FT COMMENTS /p /7 /0 3'1Z )IS V,'-{' ua//y r^/i r,!'g f zs- (7'/'L PERFORMED BY: /J SCS Y S` 6 U 2- I ��'� y�CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT N THIS DATE. DATE: 72-008 (Rev. 4/85) fi WAS GROUND WATER ENCOUNTERED? No - IF YES, AT WHAT c C DEPTH? F E Depth to Water After Sd r Monitoring? y Date: S `{ S Reading Date Gross Net Depth to Net Time Time Water Drop 20 PERCOLATION RATE __ (minutes/inch) PERC HOLE DIAMETER // ll TEST RUN BETWEEN —_ FT AND FT COMMENTS /p /7 /0 3'1Z )IS V,'-{' ua//y r^/i r,!'g f zs- (7'/'L PERFORMED BY: /J SCS Y S` 6 U 2- I ��'� y�CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT N THIS DATE. DATE: 72-008 (Rev. 4/85) u56789 Municipality of Anchorage :71 On-Site Water&Wastewater Program % c'r ' (907)343-7904 Q UG c� U r��' 1U, a CERTIFICATE OF ON-SITE SYSTEMS APPROVA•`o1 a ; F Parcel I.D. _020-041-18 Expiration Date: j (- 1. GENERAL INFORMATION Complete legal description MANN;BLOCK 1,LOT 4 Location(site address) 6101 E. 162ND AVE.*ANCHORAGE,AK 99516 Current Property owner(s) WANDA WARREN Day phone 907-952-2425 Mailing address 6101 E. 162ND AVE. ANCHORAGE,AK 99516 Real Estate Agent Day phone 2. TYPE OF DWELLING: • Single Family(w/wo ADU) ❑ Duplex ❑ Multiple Dwellings(Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well I Individual On-site Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for N/A Distance: - Received by: _ Date: ` / / I COSA to be released to the engineer,unless otherwise requested by the engineer. COSA Fee$ ,6AS,bWaiver Fee$ Date of Payment 23n t tg Date of Payment Receipt Number /� l lis/-2(� Receipt Number (J COSA# SC/g/ Waiver# • 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, i verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are)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(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Phone 337-6179 Address 3701 E.TUDOR ROAD, SUITE 101 *ANCHORAGE,AK,99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date e/‘).1. 1116 Engineer's Comments: in conducting this evaluation,GEG provided an engineering evaluation of the well and/or septic system in accordance with the ...��1k•I lk ', guidelines and regulations established by the Municipality of Anchorage and industry practices.The reported results describe the •'-(t condition of the systems on the dates of the evaluation.Separation distances were measured to readily identifiable feaNrns. 47,�c \ 1�.► Hidden defects or encroachments may exist that were not identified during the evaluation.The operational life of alt wells and septic , -C k_. ��•••••"•••••I••' v. systems depend on a variety of variables including,but not limited to,soil conditions,groundwater levels(that may fluctuate during '" '• ••• �� the year),quality of construction(materials and workmanship),and the water usage of the family utilizing the system's.These i \ ••' *, conditions can vary,and are outside the control of GEG.Satisfactory test results do not guarantee future performance of the t+ 49 J �/ system's:therefore,GEG makes no warranty(express or implied)regarding the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system can be installed on the propertyin the event either of the r l f current systems fail.The content of this report is for the sole benefit of the person/party who retained GEG.Reliance upon the j ;' J rff'eI Garness a W a information provided in this report by any other person or party,including but not limited to subsequent property purchasers.is not �IE-79 authorized.In short,GEG disavows any legal duty to anyone other than the person/party who paid for this report SJ 6. DSD SIGNATURE 1't+ f'ROFESS\c 4 LICENSE •IIt�„`,��� #AECC884 System#1 Approved for bedrooms. System#2 Approved for bedrooms. Disapproved. ,', l.)t-.a�. Conditional approval for bedrooms,with the following stipulations'<c'- ‘ k . c. _> ON-SITE `sc. WATER AND =, WASTEWATER c -, PROGRAM e. By: vim- (= Original Certificate Date: 8-3 /- l0 The Municipality or Anchorage Develop,emt Services Division(DSD)issues Certificates of On-Site Systems Approval(COSA)based only upon the represenatations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTCHMENTS: COSA Checklist ----X--- Nitrate AdvisoryY. Septic System Advisory Arsenic Advisory Well Flow Advisory Other (Rev.10/12112) If more than 1 septic system is on the lot: COSA Checklist# of Structure served by this system Certificate of On-Site Systems Approval Checklist Legal Description: MANN; BLOCK 1. LOT 4 Parcel ID: 020-041-18 A. WELL DATA Well type PRIVATE If A, B. or C provide PWSID# N/A Well Log (Y/N) YES Date completed 1/20/1983 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES Total depth 205 ft. Cased to 38 ft. Casing height (above ground) 12+ in. FROM WELL LOG AT INSPECTION Date of test 1/20/1983 5/25/2018 Static water level 30 ft. 16.2 ft. Well production 10-12 g.p.m. 3.9+ g.p.m. WATER SAMPLE RESULTS: Coliform NEG colonies/100 ml. Nitrate 7.49 mg./L. Collected by: GEG. Ltd. Arsenic: <5 ug./L. Date of sample: 5/25/2018 B. SEPTIC/HOLDING TANK DATA *DOUBLE CLEANOUT BEFORE SEPTIC TANK Tank Type/Material SEPTIC/STEEL Date installed 8/3-6/2018 Tank size 1500 gal. Number of Compartments 2 Cleanouts (YIN) YES Foundation cleanout (Y/N) *YES Depression over tank (Y/N) NO High water alarm (Y/N) N/A Date of pumping NEW Pumper - C. ABSORPTION FIELD DATA -BELOW FINAL GRADE-SHY ON COVER Date installed 8/3-6/2018 Soil rating (g.p.d./ft2orf/bdrm) 125 System type BED/MOUND Length 55 ft. Width 18 ft. Gravel below pipe 0.5 ft. Total depth *2.32+ ft. Eff. absorption area 990 ft2 Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field before test - in. Water added - gal. New depth - in. Elapsed Time: - min. Final fluid depth - in. Absorption rate >= - g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N &type) NONE If yes, give date - D. LIFT STATION Date installed Size in gallons Manhole/Access(Y/N) "Pump on" level at in. "Pump off' level at •• a er alarm level at in. •• Cycles tested Meets alarm &circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ On adjacent lots 100'+ Absorption field on lot 100'+ On adjacent lots 100'+ Public sewer main 75'+ Public sewer manhole/cleanout 100'+ Sewer/septic service line 25'+ Holding tank 75'+ Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 10'+ Property line 5'+ Absorption field 5'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS '�.4-�'� OF "!4• • .......... """ •.G. ENGINEER'S CERTIFICATION 4.1.,, ,...... . • ` . .• I certify that I have determined through field inspections and4' in review of Municipal records that the above systems are in • • • conformance with MOA COSA guidelines in effect on this • , ••• • date. ���'•', -. _� •. am ss : Engineers Printed Nam JEFFREY A.GARNESS �•% CE 7951/ �c. .� li ••� •• p Date LICENSE•... •� #AECC884 ssiva.:46 (Rev.10/12/12) . MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT I`• ! 907-343-7904 On-Site Water and Wastewater Section Fax: 343-7997 www.muni.org/onsite Nitrate Advisory Certificate of On-Site Systems Approval # OSC181444 Subdivision: Mann, Block: 1, Lot: 4 A water sample revealed a nitrate concentration of 7.49 milligrams per liter (mg/L). The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Please see the attached "Nitrate Fact Sheet" for important information regarding nitrate. This advisory must be attached to all copies of the subject Certificate of On-Site Systems Approval. Mailing Address:P.O.Box 196650*Anchorage,Alaska 99519-6650 *www.muni.org Nitrate Fact Sheet From Northern Testing Laboratories, Inc. Nitrate is a negatively charged compound of nitrogen and oxygen, which is very soluble in water. Nitrate is not readily filtered or otherwise removed in the soil and can pass rapidly into ground water wells. SOURCE: Nitrate is a major component of fertilizer and wastewater. Often the nitrate is in the form of ammonia or protein first, which through contact with oxygen and certain bacteria, converts to the oxidized form known as nitrate. Sources of nitrate from wastewater include urea, ammonia cleaners, food solids,and bacterial cells. It may also result from the breakdown of organic matter buried in the soil. TOXICITY: Nitrate is generally not toxic to adults or children over the age of two or three years, but is associated with a potentially fatal infant disease called methemoglobinemia. In the digestive system of young children, nitrate converts to nitrite, which can pass through the intestinal wall into the blood stream. There it combines with the hemoglobin and interferes with the ability of the blood to carry oxygen. For this reason, methemoglobinemia is referred to as "blue baby" disease. The EPA limits the concentration of nitrate in public drinking water supplies to 10 mg/L. The standard has been lowered from a previous level of 45 mg/L set by the US Public Health Service and the World Health Organization. TREATMENT: due to its solubility in water and negative ionic charge, filtration and other common home water treatment systems such as softening or iron filtration does not readily remove nitrate. The best method for limiting nitrate in well water is source control. This can include avoiding overdosing of fertilizer near the well and maintaining good separation distances between septic tank leach fields and the well. A special anion exchange filter that contains a media with a strong affinity for negatively charged ions in water, or by a reverse osmosis treatment system or distillation can remove nitrate. TESTING: Nitrate analysis is usually done by one of the several "wet chemical" methods using a spectrophotometer to read the final color endpoint. Specific ion electrodes also can be used to detect the activity of nitrate in water. This laboratory uses several different wet chemical methods approved under the public water supply laboratory certification program. They also have test kits available, which the laboratory uses to perform an inexpensive "screening test", and with which the homeowner can monitor the change in nitrate levels from their well. They recommend comparing the test kit results against a certified analysis from the lab occasionally to verify the accuracy of the kit. We recommend using a specially prepared bottle that has been rinsed in hydrochloric acid for collecting samples. Mailing Address:P.0.Box 196650*Anchorage,Alaska 99519-6650 *www.muni.org I I I LOT 2 I LOT 1A LOT 1B I 8315V I EAST 300.00 I I T 30 t5 0e e a N �t 5 Wood fence `c.JConc.block ret.wall �eQ -.1z.. 1.50 ;•` c.P. 1 "' 16� ,o� . 4.% BN Ohtt1 I'S CO -1Z6� , ie 160 29.1—.-- v,) cJ deck .. (r) w I o - 35 .2 1p5w -i1 10 a N ,c, f` co cm C) 18'3 = O I CV CV F— LOT 3 ,rr LOT 4 .� i,i.,,,y -Z ' N W �'S-'+•Er •v cow' N cr nW/ Z 1 �.tiY44.: LL o o w <�T : '• • • ? $ ; SCALE: 1 "= 40' Z `. Centerline stream ti ', '.�`''4'r',z 14''—26.7 Z J J ,\ .`ta: .:ti...'r.,e1�,• • 70::::., cp LA..] x,; ;' 11 e .P 1::: , ....._ ., , .....i.....,..,....„. 'Y.= yPond n Bridge `' I onc.blk ret.wall • iI 'IS Spring ',..,'...:Al. Am ,`Q• • 'f- /i RECERTIFIED 6-7-18 8-24-18[L7 -C/ ;,:e. 1� I , 49th �'. ••.9 / AS-BUILT NO CORNERS SET THIS DATE Vi-::;:!:!....�`.. 0. I hereby certify that I have performed a Mortgagee's inspection 1y''> / 4 •••,��� ••�"• of the following described property: LOT 4, BLOCK 1, ,�• . MANN SUBDIVISIQN I •-i:: c� . izabeth L. alatka . ff Asso t ravel , 'r x•• 8036 - LS ••e� i 9 1 30 I FP •• 5J Anchorage Recording Precinct,Alaska,and that the Fo • • . • • �,o A. improvements situated thereon are within the property lines EAST 300.00 1 I I` °Ptssiorrn'- `A` and do not overlap or encroach on the property lying O O `X‘N.�. adjacent thereto,that no improvements on the property lying Q� adjacent thereto encroach on the premises in question and E. 162nd AVENUE CO �%' L '`lb that there are no roadways,transmission lines or other (� _ _ _ _ _ _ visible easements on said property except as indicated `� hereon. Dated at Anchorage,Alaska this 12th day of June ,2007 EASEMENTS OF RECORD,OTHER THAN THOSE SHOWN ON THE RECORDED Fb 18-6, pg 42 FRED WALATKA&ASSOCIATES PLAT ARE NOT SHOWN HEREON. Fb 07-5, pg 3-5 BE Engineers and Surveyors (907-248-1666) \ Municipality of Anchorage • Development Services Department „e j Building Safety Division V,L Onsite Water and Wastewater Program SA r 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. Op-nul- Is COSA# Expiration Date: 1. GENERAL INFORMATION Complete legal description Lot 4 Bk 1 Mann Location (site address) _6101 E.162^4 Ave. Anchorage. AK Current Property owner(s) Suzanne 8 William Beacham Day phone Mailing address Lending agency Mailing address Real Estate Agent Mailing Address P.O. 140129, Anchorage AK 99514 Day phone Careen MuirMorthem Trust Day phone 727-2289 Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 5 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ TYPE OF WASTEWATER DISPOSAL: Individual On-site Individual Holding Tank ❑ Community On-site ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Onsite Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of Onsite Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) 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 !slate) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm Pannone Engineering Services LLC Phone 272-8218 Address P.O. Box 102954 Anchorage AK 99510 Engineer's Printed Name Steven R Pannone P.E. Date fin/I 4/0;z Engineers Comments: In conducting an adequacy tes41 attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MOA DSD Guidelines & Regulations. The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. S%Saaa The operational life of all wells and septic systems depend on the local soil condition, ground water .�.P,'`� a. aa444, levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions arc outside the control of the evaluator of this system. All systems eventually fail and �.+`F >f 0 satisfactory test results do not guarantee future performance of the system, nor do they guarantee that �` +� 000 there are no hidden defects or encroachments. PES can therefore not provide any warranty for future op i performance nor give any estimate of how long the system will continue to meet the operational 0 .„ ..r.,. requirements orthc MOA DSD. The content of this report is for the sole benefit of the owner listed �� c Steven R. nnoneI�. above. Any reliance upon or use of this report by any other person or party is not authorized nor will it oox , N. C 814.9 AG.: confer any legal right whatsoever. 5. DSD SIGNATURE ��♦',aa Approved for 5� bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: Attachments: COSA Checklist X Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other By. a/z=, Original Certificate Date: In -.2.6 — D 7 (Rev 11105) Municipality of Anchorage ' Development Services Department Building Safety Division Onsite Water & Wastewater Program 4700 Bregaw, Street P.O. Box 196650 Anchorage, AK 995196650 www.muni.org/onsite (907) 3437904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: Lot 4 Sk 1 Mann Parcel ID: 1).20 - O A� / - A? A. WELL DATA Well type P If A. B, or C provide PWSID # Date completed if2011983 Sanitary seal (Y/N) Y Total depth _Z _ft. Cased to eft. FROM WELL LOG Date of test 1=963 Static water level 30 ft Well production 10.12 g.p.m. WATER SAMPLE RESULTS: COliform -9—colonies/100 mL Nitrate _UL mg/L Arsenic: -Jt� mg/I Date of sample: J= B. SEPTIC/HOLDING TANK DATA Tank Type/Material Unknown Tank size _1.500 gal. Foundation cleanout (Y/N) Y Number of Compartments; Depression over tank (Y/N) N Date of pumping 4141!001 Pumper C. ABSORPTION FIELD DATA Data installed 10/1711966 Sal rating (g.p.d./ftz or fl=/bdrm)125 Length _ ft. Width _ 18 ft. �`�J�iGY1 Well Log (Y/N) Wires properly protected (Y/N) Casing height (above ground) 12a in. AT INSPECTION 61211007 11 ft. 6.2 9.p -m. Other bacteria . L colonies/100 mL Collected by: Stave Pannone Dais installed 1 9 4 L 1 Cleanouts (Y/N) Y High water alarm (Y/N) NIA System type So Gravel below pipe .5 ft. Total depth 4+ ft. Eff. absorption area IRfe Monitoring tube Y Depression over field N Data of adequacy test _GW 007 Results (Pass/Fail) Pass For I bedrooms Fluid depth in absorption field before test g in. Water addedLV gal. New depthja in. Elapsed Time: Q min. Final fluid depth ga in. Absorption rate >= 73p+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) N It yes, give date D. LIFT STATION Date installed Sae i "Pump on" level at_ in. "Pump Datum Cycles E. SEPARATION DISTANCES at _ in. Manhole/Access (YIN) High water alarm level at in. Meets alarm & circuit requirements? SEPARATION DISTANCES FROM WELL ON LOT 74:5q Septic tank/lift station on loti1P7 adjacent lots 100+ Absorption field on lot 100+ Public sewer main 100+ Sewer /septic service line 25+ Animal containment areas 100+ On adjacent lots 100+ Public sewer manhole/cleanout 100+ Holding tank 100+ Manure/animal excrete storage areas 100+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 10+ Property line 110+ Absorption field 10+ Water main 100+ Water service One 25+ Surface water 100+ Wells on adjacent lots 100+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10+ Building foundation 10+ Water main 100+ Water Service line 25► Surface water 100+ DrivewaY. Padckp/vehicie storage 50+ Curtain drain None Observed Wells on adjacent kits 102+— F. COMMENTS G. ENGINEER'S CERTIFICATION ► car* that 1 have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSH guidelines in effect on this date. Engineer's Printed Name Ataren R o. A0L RE Date "I COSA Fee3 � Waiver Fee E /_ Data of Payment V - 2 — ©? Date of Payment Receipt Number9 t0 2 �i �} �!� Receipt Number (Rev. I IM) �,/ n91H ..i �ASSteven R. Ponnonelk s No CE 8149 ? S I® tr r� O r D w- 0 0 co U 0 Municipality of Anchorage !� Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 Nitrate Advisory Certificate of On -Site Systems Approval # 070200 A Certificate of On -Site Systems Approval inspection and test of potable water was recently conducted on the well water supply on Block 1, Lot 4 of Mann subdivision. This inspection revealed a nitrate concentration of 6.97 milligrams per liter (mg/L) was reported for the property's well water sample. The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Please see the attached "Nitrate Fact Sheet" for important information regarding nitrate. This advisory must be attached to all copies of the subject Certificate of On - Site Systems Approval. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL t C OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date —,r_ - 2 ,161 1. GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range) M0.11n 8 113C K I r.�a-q �'C' z r ( A: c_ 'z c, -- 2. Location (add(ess or,directions) (b) Applicant Name -5/, .-ratan' T :,c-.c�2n/ 3V�` 7 Z. % Telephone: Home Business Z6 < ? v 3 Ez A� licant'Address G%.' / 6L i �„ (c) Applicant'is (cheek one). Lbnditig Institution ❑ ; Owner/builder/ i Buyer ❑ ; Other ❑ (explain); (d) Lending'lnstitutiori_ Telephon a. +" _ Address _ (e) Real Estate Company and Agent Address Telephone (f) Mail the HAA to the following address: TYPE OF RESIDENCE Single-Familyb/ Multi -Family ❑ Number of Bedrooms S Other 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 t);/ 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 72-02e (11,84) mn.wi. C; 1 ,. 1" !� 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 _Acs `-5 Telephone Address / ?_a °'.J Date 6. DHEP APPROVAL Approved for 4-'' ve— Approved .� ?> nc /N ,®eB.Ap 1�%ee°eese 0 e° eo°eo°e°°�� d c f> 000O0P �•O� 000000 Gov CE CG•2251°.•'M*j 40' sy bedrooms by � Date Disapproved Conditional Terms of Conditional Approval CAUTION The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP 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 72-025 (11/84) To Nearest Public Sewer Line NA To Nearest Public Sewer Cleanout/Manhole 14 To Nearest Sewer Service Line on Lot G'r 2s' _ Water Sample Collected by D -. n s Poe /7 res Date Water Sample Test Results Comments S. Ll GP1h -- well -Flow fr&J ro�zy�&�/ y}Ccs -Yc End o u ZS'' A) 2 o.i B. SEPTIC/HOLDING TANK DATA Date Installed un mown Size /,S o0 No. of Compartments ;)_1 Standpipes 9N) Air -tight Caps 6)N) Foundation Cleanout (AN) Depression over Tank (Y/6f Pumping/Maintenance Contract on File (Y/N) Holding Tank High -Water Alarm (Y/N) N r+ Separation Distances from Septic/Holding Tank:-,_ To Water -Supply Well q6 a � o To Property Line Gs To Water Main/Service Line Course G r ) 0 0 Comments Page 1 of 2 72-026(11/84) Z Date Last Pumped /o/ 2–V le ;for ,vA _ Temporary Holding Tank Permit (Y/N) To Building Foundation _ r To Disposal Field — a N /} To Stream, Pond, Lake, or Major Drainage MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) "dOV 3 , CHECKLIST -FEBRUARY 1984 RECEIVED � 264-4720 � (` v U Legal Description: Mn., 8/oc/< y Loft 1 Sty z r it N R A. WELL DATA Well Classification If A, B, C, D.E.C. Approved (Y/N) N/) Well Log Present ON 20 Date Completed Jug /9 �3 Yield GPM 'k Total Depth rOS- Cased to 38 "`� Depth of Grouting11 Static Water Level /.S O �k /fees PQ44 Pump Set At – Casing Height Above Ground z ' Sanitary Seal on CasingN) Electrical Wiring in ConduitOY N) Depression Around Wellhead (Y/*l Separation Distances from Well: To Septic/Holding Tank on Lot On Adjoining Lots r' T /Op To Nearest Edge of Absorption Field on Lot r) u _ ; On Adjoining Lots 67-/06 To Nearest Public Sewer Line NA To Nearest Public Sewer Cleanout/Manhole 14 To Nearest Sewer Service Line on Lot G'r 2s' _ Water Sample Collected by D -. n s Poe /7 res Date Water Sample Test Results Comments S. Ll GP1h -- well -Flow fr&J ro�zy�&�/ y}Ccs -Yc End o u ZS'' A) 2 o.i B. SEPTIC/HOLDING TANK DATA Date Installed un mown Size /,S o0 No. of Compartments ;)_1 Standpipes 9N) Air -tight Caps 6)N) Foundation Cleanout (AN) Depression over Tank (Y/6f Pumping/Maintenance Contract on File (Y/N) Holding Tank High -Water Alarm (Y/N) N r+ Separation Distances from Septic/Holding Tank:-,_ To Water -Supply Well q6 a � o To Property Line Gs To Water Main/Service Line Course G r ) 0 0 Comments Page 1 of 2 72-026(11/84) Z Date Last Pumped /o/ 2–V le ;for ,vA _ Temporary Holding Tank Permit (Y/N) To Building Foundation _ r To Disposal Field — a N /} To Stream, Pond, Lake, or Major Drainage C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed Width of Field /g /25 Oct /986 Type of System Design Length of Field s Sr Depth of Field / o�u rc s'O,% e%rh—" leer Gravel Bed Thickness �z 6�elbw Square Feet of Absorption Area O Standpipes Present Y1) Depression over Field (Y/CJ Date of Last Adequacy Test Results of Last Adequacy Test N fa Separation Distance from Absorption Field: To Water Supply Well / / To Building Foundation — Lot n' /0 -Y To Water Main/Service Line G i '?- S. - To Property Line / ;2 - To To Existing or Abandoned System on On Adjoining Lots Gr 30 To Cutbank (if present) To Stream/Pond/Lake/or Major Drainage Course 6r /O0 To Driveway, Parking Area, or Vehicle Storage Area /0 Sr Comments Field cfe,&R Aa77-a-j is 7o cars-%r�ltn.�cz ©/o/ 6wY/tel 9rJfcv-c-- 4a17A0,-ed;/-f .i ,2A GLec� �,ys W%`/e 72e. nvw S D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Comments _ NA M nimnnQinnc -. -iholccess(Y/N) "Pump Off" Level at Vent(Y/N) ** Check Permitted Bedroom Rating Against HAA Request ** Pumping 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 �^�ivYz ` Datel_ 0 Company A c5 MOA No. S'T "-'d 6 sieQ� A`�`6 Receipt No. 200/ Date of Payment Amount: $ /S d7J /�scclv.e•�fS.' Si'k � Page 2 of 2 wtcft rucr���r •rr��'l �_ 72-026 (11/84) Alp 0096 -e w•w• H ••� LER C. RE ;• °a,'•. E-2 A► •tt V `a� 60582 ALASKA bOIROWnTAL COnTROL SemINS, InC. engineerinq & l3nuironmenlal Studies 10/29/86 CARL'S EXCAVATING PO BOX 110383 ANCHORAGE ALASKA 99511 SELLER--BEACHAM I.EGAL:MANN SUBDIVISION LOT 1. BLOCK 4 FLOW TEST ON WELL WELL FLOW DATE -10/24/86 CARL'S EXCAVATING I10 BOX 110383 ANCHORAGE ALASKA 9951:1 A FLOW TEST WAS PERFORMED ON THE WELL. 1138 GALLONS OF WATER WAS PUMPED AT A RATE OF 5.4 GPM OVER A DURATION OF 4 HOURS, THE DRAWDOWN WAS 19.45 ' WITH A RECOVERY TIME OF 40 MINUTES AND THE STATIC WATER LEVEL WAS 15.05 FEET, THE WELL IS ADEQUATE FOR THIS 5 BEDROOM HOME. ;Roy ttelD, JR. ; 9 CE- 251 Ar 1200 fest 33rd Auenue, SJuite B • Anchorage, Alaska 99503 • (907) 561-5040 ALASKA MUIROnUTAL COWROL SRIUS, InC. l3ngineerinq & enuironmental Studies MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & October 24 , 19 6l t VIRONMENTAL PROTECTION Municipality of Anchorage, Attn: Susan Oswalt NOV 31986 Department of Health & Human Services _ `' 825 L Street RE % EI V E D Anchorage, Alaska 99501 Dear Susan: This is in regards to Mann Subdivision Block 1, Lot 4. Recently AECS was asked to perform a Health Authority Approval on this lot, and it was discovered that the septic system had never been inspected. A soils test was done on the lot near the bootleg system, and it was quite obvious that the bootleg system was closer than the required 4 feet vertical separation distance to the water table. Therefore, a new bed system was installed and the old bootleg trench was abandoned. However, the existing tank was left in place. The existing tank is 96 feet from the well. The anonymous excavator who installed the bootleg sys't'em recalls measuring 100 feet exactly from the well to the tank years ago when installing it, but it is in fact 96 feet between them. At the time the new bed was installed, the existing tank was partially uncovered to verify its integrity. No leaks were observed, and the inlet and outlet both had watertight mechanical couplings. A water sample taken on 9/26/86 proved satisfactory, indicating that the well. water is not being contaminated by any septic effluent. The tank is actually a few feet lower than the well anyhow. According to the, well log, the well is 205 feet deep and cased to 38 feet, with bedrock from 2:5 to 205 feet. Septic effluent would certainly have a difficult time percolating down through that many feet of solid rock, so apparently is not going to contaminate the water supply. We are therefore requesting that the horizontal separation distance betweeen the septic tank and well on Mann Subdivision Block 1 Lot 4 be waived to 96 feet. If you have any questions please Peel free to contact our office. Sincerely, Darcy -Be ens Engineering Geologist Approved by: e, `Z%q dt' b V 97 a�j'e e 1.—.e.�c�V$+V. �aaoe o.o s aooseo e.ao% /meq°e lOY C. REID, .° AN CF -22 I to 12 00 fest 33rd Auenue, Suite B 9 Anchorage, Alaska 99503 •(907) 561-5040 ALASKA �WIROn RTAL WOOL SNIUS, IN. Engineerinq & Cnuironmenlal Studies SPECIFICATIONS FOR BEI) WASTEWATER TREATMENT SYSTEM — MANN SUBDIVISION BLOCK 1 LOT 4, T11N, R3W, SECTION 2 1.0 GENERAL 1,1 THE DRAWINGS, SHEETS 1 THRU 2, SHALL BE PART OF THIS SPECIFICATION. 1.2 ALL MATERIALS AND WORKMANSHIP SHALL MEET THE REQUIREMENTS OF THE MUNICIPALITY OF ANCHORAGE, DEPARTMENT OF HEALTH & HUMAN SERVICES (DHHS), THE CONDITIONS OF THE PERMIT, AND ALL APPLICABLE RULES AND REGULATIONS CURRENTLY IN EFFECT. 1.3 ALL EXCAVATIONS AND DEPTHS ARE ADVISORY, AND ARE TO BE VERIFIED OR MODIFIED IN THE FIELD BY A DIIHS APPROVED INSPECTOR. 1.4 IT IS THE RESPONSIBILITY OF THE INSTALLER TO ADHERE TO APPROVED DESIGNS FOR INSTALLATION, TO MAINTAIN THE SPECIFIED SEPARATION DISTANCES, AND TO HAVE THE APPROPRIATE INSPECTIONS. 1.5 IF THE INSTALLATION IS NOT INSPECTED BY AN AECS ENGINEER, AECS WILL NOT BE RESPONSIBLE FOR THE DESIGN. AN ENGINEER AT AECS SHOULD BE CONSULTED PRIOR TO CONSTRUCTION, TO DETERMINE THE NUMBER OF INSPECTIONS THAT WILL BE REQUIRED AND TO EXPLAIN WHAT THESE INSPECTIONS WILL INVOLVE. 2.0 SEPTIC SYSTEM 2.1 THE SEPTIC TANK SHALL BE A UPC—APPROVED TWO—COMPARTMENT TANK, CONSTRUCTED OF 12—GAUGE STEEL WITH BITUMASTIC COATING, SET LEVEL ON UNDISTURBED SOIL, AND INSULATED WITH AN OVERLYING LAYER OF 2 INCH BURIAL TYPE POLYSTYRENE. 2.2 THE SEPTIC TANK SHALL BE A MINIMUM OF 5 FEET FROM THE HOUSE FOUNDATION, AND A MINIMUM OF 5 FEET FROM THE ABSORPTION AREA. 2.3 THE SEPTIC TANK AND BED SHALL BE A MINIMUM OF 100 FT. FROM ANY PRIVATE WELL OR BODY OF WATER, 150 FEET FROM CLASS C WELLS, AND 200 FEET FROM CLASS A OR B WELLS, UNLESS OTHERWISE SPECIFIED. LESS THAN THE REQUIRED SEPARATION DISTANCE MUST HAVE PRIOR APPROVAL OR WAIVER BY ALASKA DEPARTMENT OF HEALTH AND HUMAN SERVICES 2.4 PIPING SHALL BE FITTED WITH A MECHANICAL WATERTIGHT CALDER COUPLING ON THE OUTLET AND INLET OF THE SEPTIC TANK. PIPING SHALL BE 4—INCH SOLID PVC ASTM 1200 West 33rd Auenue, Suite B 9 Anchorage, Alaska 99503 • (907) 561-5040 D3034 OR CAST IRON, SLOPED A MINIMUM OF 1/4" PER FOOT WITH A MINIMUM OF 4 FEET OF COVER, 2.5 CLEANOUTS SHALL BE INSTALLED AS DESIGNATED AND CAPPED WITH AIR -TIGHT RAIN CAPS (,JIM CAPS OR EQUIVALENT), AND EXTEND A MINIMUM OF 2 FEET ABOVE GROUND LEVEL. 3.0 SEEPAGE 13ED 3.1 THE SAND FILTER SHALL MEET THE FOLLOWING M.O.A. CRITERIA: SIEVE SIZE (MM) PERCENT FINER BY WEIGHT #4 (4.75) 100 #10 (2) 75 100 #GO (0.25) 5 - 75 #200 (0.074) 0 15 3.2 THE GRAVEL FOR THE BED SHALL BE 0.5 TO 2.5 INCH, SCREENED ROCK WITH LESS THAN 3% PASSING #200 SIEVE RESIDUAL. ALL SUBSTITUTES MUST HAVE PRIOR DHHS APPROVAL. 3.3 THE BOTTOM OF THE EXCAVATION SHALL BE LEVEL AND RAKED WITH THE BACKHOE BLADE TO INSURE THAT THE BO'T'TOM HAS NOT BEEN COMPACTED DURING EXCAVATION. 3.4 THE DISTRIBUTION PIPE SHALL BE 4 -INCH RIGID PVC WITH A MINIMUM CRUSH STRENGTH OF 1500 LBS. ALIS PIPES SHALI, BE LAID LEVEL, AND SPACED ACCORDING TO THE DRAWINGS. 3.5 MONITOR STANDPIPES SHALI. BE PLACED AS SHOWN IN THE DRAWINGS. THEY SHALL BE RIGID PVC ASTM D-3034, OR OR 4 INCH DIAMETER CAST IRON, THE SECTION SHOWN WITH HOLES MAY BE EITHER DRILLED 0.5 INCH HOLES ON THE G INCH CENTERS ON OPPOSITE SIDES OF THE PIPE, OR A SECTION OF REGULAR PERFORATED SEWER PIPE MAY BE CLAMPED TO THE SOLID SECTION WITH A NO -HUB COUPLING OR SOLVENT JOINT. A RUBBER RAINCAP (JIM CAP OR EQUIVALENT) SHALL BE PLACED OVER THE TOP.OF THE PIPE. 3.6 IF THE FINAL GRADE OVER THE BED IS LESS THAN 4 FEET ABOVE THE GRAVEL, INSULATION IS REQUIRED, USING DOW EXTRUDED BLUE STYROFOAM BOARD. THERE SHALL BE I. INCH OF INSULATION FOR EVERY FOOT OF SOII, LESS THAN THE REQUIRED 4 FEET OF COVER, BUT THERE MUST BE AT LEAST 18 INCHES OF SOIL EVEN 'THOUGH INSULATION IS USED. THE SOLID PIPE EXTENDING FROM THE SEPTIC TANK TO THE DRAINFIELD SHALL ALSO HAVE 4 FEET OF COVER OR AN EQUIVALENT LAYER OF INSULATION COMBINED WITH SOIL TO PREVENT FREEZING OF THE LINE. 3.7 IF INSULATION IS NOT NECESSARY, 'THEN THE GRAVEI, MUST BE COVERED WITH A LAYER OF A NONWOVEN FABRIC (SUCH AS MIRAFAI, FIBRETEX 200 GRADE, POLY -FILTER X, OR EQUIVALENT). 3.8 THE TOP AND SIDES OF THE BED SHALL BE PLANTED WITH A WHITE CLOVER AND RED FESCUE MIX OR BLUE GRASS. 4.0 INSPI3CTIONS 4.1 THIS BED WILI, REQUIRE THREE INSPECTIONS. THE FIRST INSPI3CTION WILL BE OF THE OPEN EXCAVATION, TO ASSURE THAT THE SYSTEM IS INSTALLED IN PROPER STRATA AND DEPTH. 4.2 THE SECOND INSPECTION WILL BE PERFORMED AFTER SAND FILL IS INSTALLED, BUT PRIOR TO PLACEMENT OF GRAVEL AND DISTRIBUTION PIPES. THIS INSPECTION WILI. VERIFY THAT THE FILLER IS PROPERLY INSTALLED, THAT IT MEETS SPECIFICATIONS AND THAT IT FULFILLS THE INTENTION OF THE DESIGN. 4.3 THE THIRD INSPECTION WILL BE PRIOR TO BACKFILI, AND VERIFY THAT DISTRIBUTION PIPES ARE POSITIONED PROPERLY, SUFFICIENT GRAVEL IS PLACED, AND THE SPECIFICATIONS OF THE DESIGN ARE MET. Municipality ®f November 5, 1986 P.O. BOX 196650 ANCHORAGE, ALASKA 99519-6650 (907)264-4111 TONY KNO WLES, MAYOR DEPARTMENT OF HEALTH & HUMAN SERVICES Darcy Bevens Alaska Environmental Control Services 1200 West 33rd Avenue, Suite B Anchorage, Alaska 99503 Subject: Lot 4 Block 1 Mann Subdivision Waiver Request WR86-152 Dear Ms. Bevens: Your request for a waiver the 100 foot separation required between the septic tank and well on the subject lot has been granted. This distance has been waived to 96 feet. This waiver is valid for the existing five bedroom single family dwelling only. Sincerely, Stephen S. Morris/ Civil Engineer On -Site Services \� 1NICIPALITY OF ANCHORAGE DEPARTME F HEALTH AND ENVIRONMEN ROTECTION 825 L Street, Anchoraap. Alaska 99501 264-4720 D Received: March 15, 1978 .ate _ _ #lc Time 11:1��6�,y�, #2: Time '� #3: Time Date Date Date Insp Insp __ Insp _ REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER FACILITIES 1. Lending Institution Request: First National Bank of Anchorage _ Mailing Address: Post Office Box 720 99510 _ Phone: 276-6300/48_3 2. Property Owner: Mailing Address Sherman/Suzzanne Beacham Star Route A Box 472-K 99507 3. Legal Description: Lot 4 Block 1 Mann Subdivision 4: Single Family Residence: " Multiple Family Residence: ( ) 5. Well System: Permit # Construction Phone: 277-4422/his wk 3 q0 - ki wcl. - hvin P Number of Bedrooms: Number of Bedrooms: Three Individual Well (M Community/Public System ( ) Depth of Well Well Log on File ( ) Bacterial Analysis 6. Sewage Disposal System: On-site System (xj Public Utility ( ) Permit # Installed Installer Septic Tank Size Absorption Area Manufacturer Soils Rate 7. Distances: Well to Septic Tank to Sewer Line to Nearest Lot Line Nearest Lot line Material to Absorption Area Absorption Area Page Two Department of Health and Environmental Protection Request for Approval of Individual Sewer and Water Facilities Legal Description: Lot 4 Block 1 Mann Subdivision Comments: Affadavit Attached: Letter Attached: ( ) r, Approved: Date: Disapproved: Date: _ Department Worksheet: MUNICIPALITY OF ANCHORAGL Department of Health and Environmental Protection 825 L Street, Anchorage, Alaska 99501 264-4720 i equest for Approval of Individual Sewer and Water Facilities 1. Property Owner: Sherman & Suzzanne Beacham Mailing Address: SRA Box 472-K Anchorage, AK 99507 _Phone: 277-4422(Mr_work) 2. Name of Buyer: none Mailing Address: n/a Phone: 3. Lending Institution: First National Bank of Anchorage `• Mailing Address: P. 0. Box 720 Anchorage, AK 99510_ Phone: 276-6300 ext 483. 4. Realtor/Agent: _ n/a Mailing Address: n/a ^_ Phone: 5. Legal Description: Lot 4, Block 1, Mann SLD Street Location: Corner of Luna & 150112 _ 6. Single Family Residence: (x) Number of Bedrooms: 3 Multiple Family Residence: ( ) Number of Bedrooms: 7. Water Supply: *Individual Well (x) Public/Community System ( ) If Individual Well, well depth If Community System, name of system 8. Sewage Disposal System: *tn-site System (x) Public System ( ) If On-site System, date of installation: *NOTE: A well. log is required on ALL wells drilled since 6/75. UN1�lPALIT OF ANCHORAr;: ** If on --site sewer system is over two(2) years olc Pia pR AVg1& test :is required by this department. ENVIRONMENTAL. PkQNCIION A fee of $25.00 must accompany each request before processing can be initiated. PEAR 15 1976 3/77 Marie Iiams 3/13/78 RECEIVED fit? w9C40iALf AYtA FES �eOPn G y i Ao�PfO lAftY1.PY �. GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 2.74-4561 Date Received September 16, 1976 Time of Inspection 1:30 p.m. Date of Inspection 9-17-76 Friday R Pratt EQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR Con.v. 1. Approval requested by: First National Bank of Anchorage Mailing Address: Post Office Box 720 99510 2. Property Owner: Sherman & Suzzane Beacham Mailing Address: % Community Hospital 3. Legal Description: Lot 4 Block 1 Mann Subdivision 4. Location: See directions and map Phone: Phone: 279-4481 x 483 279-0622 (work) 5. Type of facility to be inspected Single Family No. of bedrooms 6. Well Data: Individual A. Type C. Construction 7. Sewage Disposal System: on-site system B. Depth D. Bacterial Analysis A. Installed B. Installer C. Septic Tank: 1. Size 2. Manufacturer D. Seepage Pit: 1. Absorption Area 2. Material E. Disposal Field: Total length of lines 8. Distances: A. Well to: Septic tank �, Absorption area Sewer Lines Nearest lot line Other contamination B. Foundation to septic tank Absorption area _ C. Absorption area to nearest lot line EQ -034 (1/74) Page 1 of two pages Page :2 of two pages - Re, s_ For Approval of Individual , 'A Water Facilities Legal Description Lot 4 Block 1 Mann Subdivision r Comments Approved Disapproved —__ Date 16 Approval,Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM 1 cerLI Ty Lnd F Lne 1 nTuniici L I un curl La I rieu I rl l,rl I s revues u i ur- appr-uva i Lu ue a vrue - anu accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED EQ -034 (1/74) Date MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 2510 East Tudor Road, Anchorage, Alaska 99504 276.2221 REQUEST FOR APPROVAL OF INDIVIDUAL SEWER and WATER FACILITIES 1. Type of Inspection: CMRO VA_ FHA —CONV X 2. Property Owner:_ Dr. Sherman Beacham F Mrs_ Rtiyzane noaeham Mailing Address: C/o Community Hospital 825 r, Day Phone: 2790622 3. Name of Buyer: Norris & Christine Bass Mailing Address:_ 4125 Terrace Dr. Anchorage Day Phone: 272.-0571(work) 4. Name of Lending Institution: First National Bank of Anchorage Mailing Address: P.O. Box 720 99510 Phone:2794481 ext. 483 5. Name of Realtor or Agent: Christine Bass (Totem Realty) Mailing Address: 724 E. 15th, Phone:_ 272.-0571 6. Legal Description: Lot 4, Block I Mann SID Location: 7. Type of Facility to be Inspected: Single Family Residence No. Bdrms. 8. Water Supply Type of Supply: Public Utility Individual x 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 72-003(3/76) Individual (on-site) X 0,0 LqV f -S Marie Iiams 9/13/76 i) / L4LL I September 421, 1976 4.1 suzza ae Beach= 4 Cow1unit°:y HOOPital 825 Lr�et Anchoragee � asPkgt 99501 Subject; Lot 4 alock l Mana gutylivision Dear '� « beftcI7tam s Our files )nave no rouo as of your sevvi: ayaatelu on tha GlAbj€act lot. ?a , Ore$ yar t will jjF.ied to folIvri ttw inatruct;i ai.s .a. 'rs enclosed sot of Instructions, 3rstr;ctians, if Y11iM1e Ao any questions, pleaNa Yoi44y this pjMMC s at 27602'221* oxteasioa 2a.54 incere y # R & M CONSULTANTS, IN(_'.. 249 EAST B1 ST. AVE. - 0.. 60B7 - ANCH.RAOE. AK. SEEM- - P.H. 907 276 9463 - T4X. 090'293BO October 11, 1976 R & M No. 653132 Municipality of Anchorage Department of Environmental Quality Sewer and Water Section 2518 E. Tudor Road Anchorage, Alaska 99507 Attention: Lara Harrison Re: Percolation Test on Existing Disposal System Lot 4, Block 1, Mann Subdivision Dear Mrs. Harrison: Enclosed is a copy of the results of the percolation test which was conducted on the septic system located on the above described lot. If you should have any questions concerning this test or this letter, please do not hesitate to call. Very truly yours, R & M CONSULTANTS, INC. Stephanie Hoag Junior Geologist SH/sc Enclosure ANCHORAGE FAIRBANKS JUNEAU October 11, 1976 Dr. Sherman Beacham 825 L Street Anchorage, Alaska R & M No. 653132 Re: Percolation Test on Existing Disposal System Lot 4, Block 1, Mann Subdivision Dear Dr. Beacham: On October 8, 1976, at your request, our office conducted one percolation teston the above described lot. The following table represents the leve]. of the liquid in the tank. The stand pipe had been removed, and the depth of liquid in the tank was initially 1.08' below the opening in the top of the tank. For the test, the liquid level was measured from the top of this opening. SUMMARY OF MEASUREMENTS Level of Liquid Time in Septic Tank 0:00 1.08' 0:15 0.92' 2:20 0.83' 2:35 0.92' Meter Reading in Gallons 500 (initial) 600 847 847 (Final) Remarks Fill Storage Start Test 247 Gallons in 125 Min. or 1.98 gpm - End Test - Check Liquid Level The meter used during the test was a Neptune 5/8" standard water meter, which was borrowed from the Anchorage Water Utility. The meter had previously been calibrated and approved for installation by the utility company. Since the house on the lot concerned was occupied, it can be assumed that the leach field in question was at its norma]. degree of saturation. To further insure normal saturation and to fill any possible storage in the system, 100 gallons of water were added to the tank before beginning the percolation test. If it is assumed that the existing three bedroomresidence will house six people, the average daily load on the disposal system can be expected to be 450 gallons per day. The maximum hourly load on the system would be about 0.9 gallons per minute (gpm). ANCHORAGE FAIRBANKS JUNEAU R,B.M�CONSULTANTS, INC. 240 BAST 51 ST. AVE. • BOX 8087 ANCHORAGE, AK. 88808 • P.H.B07.M78.0483 • TLX.00O.88380 October 11, 1976 Dr. Sherman Beacham 825 L Street Anchorage, Alaska R & M No. 653132 Re: Percolation Test on Existing Disposal System Lot 4, Block 1, Mann Subdivision Dear Dr. Beacham: On October 8, 1976, at your request, our office conducted one percolation teston the above described lot. The following table represents the leve]. of the liquid in the tank. The stand pipe had been removed, and the depth of liquid in the tank was initially 1.08' below the opening in the top of the tank. For the test, the liquid level was measured from the top of this opening. SUMMARY OF MEASUREMENTS Level of Liquid Time in Septic Tank 0:00 1.08' 0:15 0.92' 2:20 0.83' 2:35 0.92' Meter Reading in Gallons 500 (initial) 600 847 847 (Final) Remarks Fill Storage Start Test 247 Gallons in 125 Min. or 1.98 gpm - End Test - Check Liquid Level The meter used during the test was a Neptune 5/8" standard water meter, which was borrowed from the Anchorage Water Utility. The meter had previously been calibrated and approved for installation by the utility company. Since the house on the lot concerned was occupied, it can be assumed that the leach field in question was at its norma]. degree of saturation. To further insure normal saturation and to fill any possible storage in the system, 100 gallons of water were added to the tank before beginning the percolation test. If it is assumed that the existing three bedroomresidence will house six people, the average daily load on the disposal system can be expected to be 450 gallons per day. The maximum hourly load on the system would be about 0.9 gallons per minute (gpm). ANCHORAGE FAIRBANKS JUNEAU Dr. Sherman Beacham October 11, 1976 - Page 2 - Since the existing disposal system accepted 247 gallons in 2.08 hours or 1.98 gpm without an appreciable level rise, I would conclude that the leach field is presently performing in a satisfactory manner for a private residence. If you have any questions concerning this test or this letter_, please do not hesitate to call. Very truly yours, R & M CONSULTANTS, INC. Stephanie Hoag Junior Geologist SH/sc xc: Municipality of Anchorage, Department of Environmental quality 0