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HomeMy WebLinkAboutSPENDLOVE VIEW HEIGHTS #3 BLK 5 LT 4pendlove View Heights #3 Block 5 Lot 4 #017-401-55 Municipality of Anchorage i, Development Services Department •' '' �`:r " Building Safety Division / On -Site Water 8 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 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW050342 PID Number. 017-401-55 NOTe1ALISHA &BRAD TREVITHICK Wastewater System: ■ New ❑ Upgrade Address: 7801 LADASA PL. • ANCHORAGE, AK 99507 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 242-4253 3 ■ Deep Trench O Shallow Trench O Bed 0 Mound I OOther LEGAL DESCRIPTION sN Rnbha: 0.8 Teta) Depth hown o,pind Wee!: 1 8 MAX. M/sa. rr. rL Block: Lot: Subdivision: 5 4 SPENDLOVE VIEW HEIGHTS #3 Depth Is pipe voltam from erleioel Areae: SEE DWG. Grew) apo, beneolh pie: 1 4.6 / 5 rL rL Township: Range: Section: — — — rM anew ase.• "I" Ando: GrevM wgth: I SEE DWG. rL 60 (2 ® 30) R WELL: ■ New ❑ Upgrade Crew) width:' 2.5 a 2 I Pelenee bet. Ives: 12.5+ rL n Cb rwroeon Pr." AB.Q., Total Depth: Caeea Te:(OMMOCK) Tell ae•opoen area: Mie metwtal: 1 PRIVATE 445 n. 46 rL 576 so. rL I D 3034/ F-810 DrWer: HEFTY DRILLING Den o'oM 11/10/2005 statin vrater Level: 132 Inetax.r: RED DOG opts metaled: I 10/25-27/2005 n. n.ld Pomp set AL Dams „.,tit A Ground. TANK 1 1 cp UNKNOWN rt 2 n. SEPARATION DISTANCES ■septic 0Holding 0S.T.E.P. I 0Other To Septic Absorption Lift Holding PublielprWate Nom'foat ' ANCHORAGE TANK cop" in smleas: 250 Prom Tank Field Station Tank Se~ time 11 Well 100'+ 100'+ — — 25'+ STEELS w� 2 Surface Water 100'+ 100'+ —— — LIFT STATION Lot Line 5'+ 10'+ — — — Size N !Chows' •lara,real,wer: Foundation 5'+ to'+ — _ _ wrp as e""aL oN at: wan eatw aiorm at: I Curtain Drain NO 11 KNOWN preev Ltoe. EMcbfwf Mpwt.. penamn0 ler Remorks: BENCH MARK taeatcn .w o.enphea: BOTTOM OF TANK IN ST2 A.«ew.a Eievaaan: I 93.58 a ENGINEER'! EAL oF.. �gs4o H Inspections performed by: GEG. Ltd. Dates: 1st 10/25/2005 2nd 10/26/2005 4 Q A . . A 1 D " 3rd 10/27/2005 t: eylA ness:...p O��p Development Services Department Approval .. CEI a 13 F`' Reviewed/0and approved by: Qv0 GU,r,vli Date: g/fir DOealorofesstoh6a� �440000� PERMITNUMBER: AS PARCEL ID NUMBER: SW0 -BUILT DRAWING I SW050342 017-401-55 f T ---I STI 29.9 47.2 ST2 36.1 34.8 OBLI 38.0 57.0 DBL2 44.6 61.3 FS 54.2 67.1 COI 51.3 58.9 MTI 71.6 86.4 I / m 3 LOT 3. 8 SPENDLOVE VI EW / I I I I i � LOCK 5: HTS./3 S/D I I / 'I 'I / / I / I / I / / I / / I / i 1 EXISTING I \\ CREEK 1NEW 3 BEDROOM HOUSE " I/ FC / I N SE1250 GALLON r \I ANK / oel I TH# • BI ALTERNATE SITE WILL REQUIRE AN ADVANCED OF M \\FS TREATMENT SYSTEM I NEW DRAINFIEL[ \\\ Jry `01 I *TH12 1------T—\3-- J 10' UTILITY EASEMENT / CONFIRMATION TEST HOLE �• 9..=- . IN \ 1 1 1 I I I I 1 1 / / GARNESS ENGINEERING GROUP, Ltd. .� CONSULTANTS dOENERAL ••••••• lA1 L 1{IO(M Iq•D. Y/I[ 101 • A.L)M.CL. IN 0W) • H101( 100)1)1)-11>I • Mr 6g111M-]1N • .DIOL' .w4�•rytirw,r. PREPARED FOR: PHONE NUMBER: PACE NUMBER: •• ••••••• ALISHA & BRAD TREVITHICK 242-4253 2 OF 3 Q p '• / ey ess., LEGAL DESCRIPTION: DRAWNBY: CE -7953 • SPENDLOVE VIEW HEIGHTS #3. LOT 4, BLOCK 5, C.J.C. R6'��o0 TYPE OF WORK: DATE. �Qo4pO�QOOQoo AS—BUILT FOR NEW SEPTIC SYSTEM 8/18/2006 (R".01M) I / 1NEW 3 BEDROOM HOUSE " I/ FC / I N SE1250 GALLON r \I ANK / oel I TH# • BI ALTERNATE SITE WILL REQUIRE AN ADVANCED OF M \\FS TREATMENT SYSTEM I NEW DRAINFIEL[ \\\ Jry `01 I *TH12 1------T—\3-- J 10' UTILITY EASEMENT / CONFIRMATION TEST HOLE �• 9..=- . IN \ 1 1 1 I I I I 1 1 / / GARNESS ENGINEERING GROUP, Ltd. .� CONSULTANTS dOENERAL ••••••• lA1 L 1{IO(M Iq•D. Y/I[ 101 • A.L)M.CL. IN 0W) • H101( 100)1)1)-11>I • Mr 6g111M-]1N • .DIOL' .w4�•rytirw,r. PREPARED FOR: PHONE NUMBER: PACE NUMBER: •• ••••••• ALISHA & BRAD TREVITHICK 242-4253 2 OF 3 Q p '• / ey ess., LEGAL DESCRIPTION: DRAWNBY: CE -7953 • SPENDLOVE VIEW HEIGHTS #3. LOT 4, BLOCK 5, C.J.C. R6'��o0 TYPE OF WORK: DATE. �Qo4pO�QOOQoo AS—BUILT FOR NEW SEPTIC SYSTEM 8/18/2006 (R".01M) PERMIT NUMBER: PARCEL ID NUMBER: I SW050342 AS -BUILT DRAWING 017-401-55 THI2 TOP OF TANK AT INLET - 98.44 - INVERT OF BUNG AT INLET . 97.87 FINAL GRADE - 92.11+ BOTTOM OF TESTHOLE/ BEDROCK - 78.00 TESTHOLE DRY GRADE - 103.7-103.9 n U NEW 1250 GALLON SEPTIC TANK -ORIGINAL GRADE - 92.00 O HIGH POINT FABRIC INVERT OF PIPE 88.81 M OF TRENCH - 84.00 F3f7 I TANK'AT 98.40 INVERT OF BUNG AT OUTLET - 197.58 I FINAL GRADE 97.77♦ -ORIGINAL GRADE 97.27 O HIGH POINT GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS S GENERAL CONTRACTORS 3», C nca AGV. fn[ ,o, . I"C.01A (. M r 7 r.r (W7) v Uu . b - . PREPARED FOR: PHONE NUMBER: PACE NUMBER: ALISHA TREVITHICK 907-242-4253 3 OF 3 LEGAL DESCRIPTION: DRAWN BY: SPENDLOVE VIEW HEIGHTS p3; LOT 4, BLOCK 5, C.J.G. TYPE OF WORK: DATE: AS -BUILT PROFILE DRAWING 8/18/2C JR". 01W) .,__� TER FABRIC AT OF PIPE - 94.27 M OF TRENCH - 89.27, BOTTOM OF TESTMOL£/ BEDROCK 83.27 TESTMOLE DRY ---1 I GARNESS .ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS LEGAL DESCRIPTION: SUNSET HILLS: LOT 13. BLOCK PERFORMED FOR: AUSHA TREVITHICK DEPTH (feet) rr rr TEST HOLE 3 1 iaaa ORG "= SOIL CLASSIFlCATIONS 2 ORG -GW iR t GP ML 3 MINI GM CL q GC OL °. •°° a SW MH 5 floe • : SP CH SM i i OH SC 6 11 12- 13- 14- 15- 16- 17- 8 213141516178 GROUNDWATERDEPTH TO I DATE 1 P '.J y Gorness:• ChpE-7953 :4r 19 PERCOLATION RATE — (MIN./INCH) PERC. HOLE DIA. — (INCHES) TEST RUN BETWEEN — FT. AND — FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: COMMENTS: PERFORMED BY CEG, Ltd. I, JEFFREY A. GARNESS. CERTIFY THAT THIS WAS PERFO MED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 6119 Ob rr rr • r 11 12- 13- 14- 15- 16- 17- 8 213141516178 GROUNDWATERDEPTH TO I DATE 1 P '.J y Gorness:• ChpE-7953 :4r 19 PERCOLATION RATE — (MIN./INCH) PERC. HOLE DIA. — (INCHES) TEST RUN BETWEEN — FT. AND — FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ❑ NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: COMMENTS: PERFORMED BY CEG, Ltd. I, JEFFREY A. GARNESS. CERTIFY THAT THIS WAS PERFO MED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 6119 Ob �.�Har 01 06 09:06a _ MEN tDfaillsZll .; :77 Cim! "oueh: Subdivision: BLOC 1- Anchorage, Qendlove View 5 4 Meridian Township Range BOREHOLE DATA( — frOn7 t0 Of Material: Type, Color fi netncssp CaSIng�Dcpth p_m To stickup 0 2 fill 2 4 sift & rock 4 41 bedrock 41 445 Alaska state Ian requires that a copy of his wrll lug be sem m dtc lkpanutvnt orNu4tml Rcsuutres within 45 d,,w fast, arc gag t bl • (AK stmutcs 38.05.0:(), 33.05.1135.4103.020. ar..15.020 anJ AK W-ulutiva. 1 I :\1C' 93.1J(Ir. )Kit:' Oivisintt of Mining, [and and Waters 550 W 7th Agorae. Suite 1020 Anchorage. AK 995(1- 3G62 'hone (907)2694639 atttl tax V)V)269-3947 P.1 STATE OF ALASKA DEPARTMEN-r Or n'ATURAL RESOURCES DIVISION Or MINING, LAND R %PATER WATER WELL LOC Drilling Started: 11 t 01'2005c,nntplata1:11 r 10.2005 PruPcnv Oancr \atnc fi AJdttss:Alisha & Brad Trevfthick 7801 Ladasa place Anchorage, Ak. 99507 _ Smtion r � _• of V. or % of Drillin--in fhod,r rotary, ( ) Cable tool, Other Well use:ply, (X ) Domestic. Other—�� Depth of R Casino stickup: I— Ca%ing typ�— ti Thickness:_250 inches Casing diainches Casing depth: 46LinertypeDiameter. _inches Depth: I - 1) Static nater (from top of casing): Pumping Icvel , yield: on 11 / 11!12005 ___— tL•et after _ hours at I F'Pm Recovctyratc. 6�pnt.Mclhodoftcs1in.; -- M%'clopmentnicthod: b al„Ift airlift Duration: 1lh—�_ \Fell intake opening npc: ( ) Open end, (X) Open hole. Other Screened: Starr. r, sto ' Screen qpm,. p—� PPod - —L --rt --�__ Slotimcsh size: Perforated; Start: —� ft. Stopped: - 14 H Start: - Nc>tc:..... _................ R. Stopped: I' fl Grout type Dcpth; from Volume to _ Pump intake depth: P..-- It size'. Brand Was well disinfected upon contplctioli! No Method ofdisinfection:....Chlonna,,.,,.„. Dtiller commcrtts' discLirtx•[s; ,•. ”""" water entering thru fractures at de depths of 46',1130' ........... 9.._ ........................ and 395' fora total of 1 rn P""" _............................_._....QP.....:..................................... ! ....... _...................... _ _.:...j. .............._.........._. \�'clldrillcrnamc:.Cllrt.e................... ........._....... $}!. ­....... _....................... Company name: _ .H?ftY. Drilling, Inc, ..... Mailing address:.. 3540 A ..... Dr. ......... ................... city: Anchor..................................... �. Phone number: ( 907 State: &K Zip 99516 1 -__) 345 -.0593 fax,345-4700 Drillers signature: I "Iffim [he City o1.111a ra c, • I — sent to thea p g it is required that u copy or Ute evil )og bt appropriate city of le within 6o days and that anugtcr copy of the well log be sent to the nx;lL`pmpcm• uu•ncr within th dans. Permit \umber. S1N050342 Date orlssne: SeR{ 12!�ry�� _...... Parcel Identification . umbcr: Is ssrll located at approved pcmtit loutiut�i0l (LX) Yetor I ) No Seo. 8. 2006 7:57AM-Garness Ensineerini Group, Ltd. No -5122 I P. 2 I•I UAW_Fi S I MOOM - S y 10 C-- 0 Sob& OBU SI I COW Toe To, -= ) �i ca.uft e w I "M ueie raw Z �,. c nxf.Cx , o ATM Twp; rr. -rte -101 LI. � A.(7'' cmm c .---��°:, r,,. se sfn Mote: 0 � u w"""c :�' �nw !P I ff" --------------- I I e*OtDoll so An dada 9/7/2006 DRAWN BY: B.F.M. yam.•.•. r�%ir -- O••••• � • • LEGAL DESCRIPTION:i/ SPENDLOVE VIEW HTS. 3; LOT 4, BLOCK 5 GARNESS ENGINEERING GROUP, Ltd.1 p 0 . TYPE OF WORK: PROFILE DRAWING OF NEW SEPTIC SYSTEM CONSULTANTS A GENERAL CONTFACTOFS mcam.eaw.ne.roAec..weerwoelann,rwn.�oeomn«.Re�rt:...�...s�. QO PREPARED FOR: PHONE NUMBER: PAGE: ALISHA TREVITHICK 1 242-4253 1 OF 1 ! t.orness: X 7953 lroleeffffsiov,o\ / oil ' ai ,, I �Y,•.A = z •. ;(3 } i _ ti"1 \r .:'C y {X f"y {f i i4•+. J I +iy}o N `'-' yt a' t 1 r. ,y ;.1 .• }'S" a�1 ya +.FYy.� " G.(' {C- e5:t •'�w ?. N T_, Y A� i�' �iA s ii i i'f *Y t.>•� r '` tv t` '�' .�G" 1 'a� i'gt..,.rlA ,`,•�j.. # 'h�. it, r" ., ;'"+� �,J. L +��I CLir"'r�'a .aS AC r'�'C'' ��• hx� i"t'c. ' .:: fr_ � i' ^JG. yW) � �.lA 1 J. r t�� T M1.. Y U •s :5,�'m !yl �,F*T pryi'2 ^•'�a ` iF,� It �-,1j> � ,.� �p f '` t `. ti ^i'ry �:. �i � �li. "'+ T•�azw.1 1 ,'t'(rN.Y'...�� �1 s✓k L'#il11� ;�1 ;: T' t ]�'.w�.�d,�A' ,ym �" Msr♦r ♦ • k� J "i 1 .., i. f'l `'t1Y tG t 1 a•}A kh, /. .. _� � 7 CF��•l1 ':�'T � : / :J `e`i :� u• }i;T. �� �\ , :•.t1y Y},. Vii • y IF ,T .. •,� • 'A• t' TJ ' r'S hjl -y :•; 1�'"+iSa 1i ( e. !,I'�r tl. .' st Y�,a. <Ya I..c..: t! e Y7. . i ♦'r �� ' 1 v � `}! Y n`"i _, �t ,�''N yfr"• �• ! � x.Y {1�. 4. .arc ' �r yi - wd' •" i f 0 Jr 1 1 o-ti.7 JW' ,i-•/k' F3 i' ,?'-"Y'.'.a y�' r.b t Ey q.. c i J t _"2 r •7Y�v1tt •� �wc !!^ 1i Alt ' ;< CI�IiX J•v 1 d( r�, ti iy L 4y.r "' •w-.+i �A f<4• YyK. ✓ l;F }++;. �t '�1 \.�'.: uk jf ���MI h. c r'i:A I'JJS a71;', trn�i�w� .• {.•' .L tITL1J`,�M u i1 i1 r. _l f i4 �. YLF+ i h.r-.Ay!'1\�, tr e: Lr w V.I Q N 1V ` kl`- it A. f�' l�f -y `' Si. i •�.fr{ itf Il tev '...n I AS..J � t}.... N 1kL�.y,� 'i � �iy. }E � 1 Il ♦.,lr yrA•• / �.',v :.r� v. } 4{ . r �+. jr" IJ. Y.] p.•iii • 1r tJ�J C� A l.. r*t�•: �,�% � r i i +` �; { {Devi .r 9 1 b' i .. y 4�.Yr /e 1 ^1,•�x / 14 F Y r. xi FY Y i� {ll y�j i SAAy16•. N *•l 4, r L' T F irl tnY f L 1- `] w ilA. -ter++. rn�F. {v4'J J• ,`„ /� � +.' • rf� r«• a"C �;t�t�^�� net ..fa r:+ t+.,lZ1 it rl i. h a i +. w�u .. v�w.. i•%q''T�J�'�rJ 4 M"\Pl F,F r 91p 'ri .li vY k .A I,i . TAr-.r + Irk• • ,rg� MUNICIPALITY OFANCHOR4GE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM f WATER SUPPLY PERMIT Initial Permit Number: SWO50342 Date Issued: Sep 12, 2005 Expiration Date: Sep 12, 2006 Parcel ID: 017401-55 Legal Description: SPENDLOVE VIEW HEIGHTS #3 SUBDIVISION BLOCK 5 LOT 4 Design Engineer: 0855 Garness Engineering Group, LTD Site Address: NHN SPENDLOVE DRIVE Owner Name: ALISHA & BRAD TREVITHICK Lot Size: 49418 SO. FT. Owner Address: 7801 LADASA PLACE Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE. AK 99507 - This permit is for the construction of. ❑V Disposal Field E Septic Tank ❑ Holding Tank ❑ Privy Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specked in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations (18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Date: Issued By: _ ( I I { Date: Iz o S- 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.el.anchorage.sk.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION ' FOR A SINGLE FAMILY DWELLING Parcel I.D. on -4m— — a -is- Permit Number • :::� :au.1111111711111111 Mailing address (1) 7801 LADASA PLACE • ANCHORAGE. AK. Mailing address (2) NM SP(5MDW. ; 'DC? e Zip Code 99507 -•- •• • • • • •• Z Is•I 2ILTAi• • •IA :91/ 61 M• NAM ILI) Legal description (Section, Township & Range) N/A Lot Size LP r Li 12 Acre(e Number of Bedrooms 3 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well 0 Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ certify that the above information is correct. I further certify that this application is being made fora Single Family Dwelling and is in accordance with applicable Municipal codes. CARNESS ENGINEERING GROUP, Ltd. Permit Fees:I �z Date of Payment: Cf — q f)� Waiver Fees* Date of Payment: Receipt Number. n--7 z;iy[i Receipt Number: GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS July 5, 2005 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 Well and Septic System for Spendlove View Heights SID #3; Lot 4, Block 5, To whom it may concern: The proposed 3 bedroom house will be served by a private well and septic system. We are proposing that a new 1000 gallon septic tank and a dual deep trench type drainfield be installed. Two test holes where excavated on the property. The drainfield will be designed around the 30 foot radii of both test holes. 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 is a creek that runs along the west property line. The proposed septic system will be installed 100 feet from the creek(see attached design drawing. 4. TOPOGRAPHY: As can be seen on the attached design drawing the average topography in the area of the drainfield is a 15-20 percent slope running approximately northeast to southwest. In short there are no slope concerns. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. P.E., M.S. NOTE. -'Attached is a site plan drawing, a design drawing, a detail drawing, and two soil logs, which are all part of the design packagefor this septic system. (Contact G.E.G. Ltd. for 7 page construction specification letter.) 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179' Fax: (907) 338-3246' Website: gamessengineering.com LOT 3; SUNSHINE ACRES (NO CONCERN) LOT 4; SUNSHINE ACRES (FIELD LOCATE WELL AND SEPTIC SYTEM) SPENDLOV PyIVB — / / IfP OP I� 1 1 I \ 1 l_ I 1 C:.EXISTI CREEK I IA Lor 3, BLOCK s; SPENDLOVE VIEW HTS./3 S/D' � I I / I I LOT COWART S/D CVACANT)/ ►r/ // / LOT 2: GOMMRT S/D (NO CONCERN) I I l IHl l TH/ ALTERNATE LOT 4; COM »/D T12N, R2W, SECTION 30. W2/SW4/SW4/NW4, 5373' VACANT LAND) N'EL' 1 APPRO% \ LOCAT T12N, R2W. SECTION 30; W2/SW4/SW4/NW4 .......... GARNESS ENGINEERING GROUP, Ltd. 3B CONSULTANTS& GENERAL CONTRACTORS ••••. •• -- ••• • ......••.•• 1 G 1lClM eMD. 11IR 101 � MUgMpf, Y ewm � Rlp[ 1T � rN N � •Omu aw PREPARED FOR: PHONE NUMBER: PAGE NUMBER •••• •• ......•••• ALISHA do BRAD TREVITHICK (907) 242-4253 1 OF 3 0 p e A. G mess.. LEGAL DESCRIPTION: DRAWN BY: 0a0 ai ' . GE— 3 •` SPENDLOVE VIEW HTS S/D #3; LOT 4, BLOCK 5. R.A.L. s� '^�' vs'��q�a TYPE OF WORK DATE: dP�of•eslo�a c SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 7/5/2005 (Rev. QVIA) OF BEDROOMS.3 PER DAY (GPD):450 ZION RATES: 1.87 & 5 1 D APPLICATION RATE 0.8 DRAINFIELD SO.Fr, 562 IM DEPTH:B FEET 2.5 FEET 1:80 FEET (2 O 30 FEET LONG) APPROVED SAND FILTER: N/A IVE.5 FEET noN FACoR: N/A . SO.Fr.: ON LOT 3. BLOCK 5: 1 SPENDLOVE VIEW HTA/315/D PROPOSED W 17 `TS' S6 I •< // \\ PROPOSED I I 3M ,( Ijy , . � EX15nNG \ CREEK , — — — — — —INSTALL FOUNDATION CLEANOUT INSTAL L DOUBLE / I TH/ h./c� rt , OLEANOUT TO OBTAIN A•COPY OF THE LETTER CONTACT GEC. BY PROCEEDING FORWARD WITH THIS INSTALLATION. THE ENGINEER. WELL DRILLER. CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY PAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND OTE: THE EAST AND SOUTH LOT LINE AND 100' CREEK SETBACK SHALL BE FLAGGED BY A REGISTERED LAND ALTERNATE SITE WILL REQUIRE THE ,,,,rr..1111,,,,� USE OF A M.OA APPROVIm \� l RECIRCULATING TRICKLING , > FILTER. (SIZED FOR 3 / BEDROOMS). ,(l DRa / +TH;2 J 10' UTILITY EASEMENT %— — GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS Q• L r RMUL WM :m . NCHDWAC we W L • wnc ....�..�.w.�+ Q PREPARED FOR: PHONE NUMBER: PACE NUMBER: ALISHA & BRAD TREVITHICK 1 (907) 242-4253 2 OF 3 OD.m SPENDLOVE VIEW HTS S/D 43: LOT 4. BLOCK PE OF WORK: `^'• SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 7 (Rw.01A5) R.A.L. T1188S: 53 .: ►:i O►r CA OMT F o�-------- ----1 CA OMT II7ia'•I!] FILTER ORIGINAL GRADE WER ORIGINAL GRADE GARNESS ENGINEERING GROUP, Ltd. p *^ y CONSULTANTS& GENERAL CONTRACTORS Q•'"' •' """" .......... =I L VO FAM MIR tot • MOOING[ MI M (WAVlft • Gil (/01}t. U • p - w.,�rti,r� Q PREPARED FOR PHONE NUMBER: PACE NUMBER: ...A. .TE44.• ALISHA do BRAD TREVITHICK 242-4253 3 OF 3ffr LEGAL DESCRIPTION: DRAWN BY: oO " C 53 SPENDLOVE VIEW NTS S/D #3: LOT 4, BLOCK 5, R.A.L.R.A.L , ''?�.ar RS' ��Q TYPE OF WORK: wTE �Opoo slond DETAIL FOR PROPOSED DRAINFIELD 7/5/2005 (R".01)05) GARNESS LNGINLERING GROUP, Ltd. .. CONSULTANTS & GENERAL CONTRACTORS �... SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION:- SPENOLOVE VIEW HEIGHTS S/D; LOT 4, BLOCK 5 PERFORMED FOR: TERRY & FLORENCE HIGDON DATE, DEPTH (feet) _ ORGANICS TEST HOLE 1 1 DEPTH TO GROUNDWATER i LOAM 6/15/2005 DRY 6/23/2005 12:39 — 6" SOIL CLASSIFICATIONS 2 12:49 10 0" r 3 12:50 — 6' — 4 1:00 10 0" 6' GW•. 1:01 — 6" — 6 1 1:11 rGPIIIIIIIIIML 0" 6- 7 1:12 — 6' — 8 r 10 r 6" 9 1:23 — 6" — 10 1:33 r 0" 6- 11 1:34 II�III!11GM%//%CL 6" — 12 1 1:44 1 10 0" 6" GC OL r '.0 0 SWMH SP CH • SC DEPTH TO GROUNDWATER DATE DRY 6/15/2005 DRY 6/23/2005 12:39 — 6" — 0 A TH# 100' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 6/16/2005 1 12:39 — 6" — 2 12:49 10 0" 6" 3 12:50 — 6' — 4 1:00 10 0" 6' 5 1:01 — 6" — 6 1 1:11 10 0" 6- 7 1:12 — 6' — 8 1:22 10 0" 6" 9 1:23 — 6" — 10 1:33 10 0" 6- 11 1:34 — 6" — 12 1 1:44 1 10 0" 6" 19� PERCOLATION RATE 1.67 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5 FT. AND 6 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: KELLY HEITSTUMAN PERCOLATION TEST PERFORMED BY: JORDAN TROISI COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS jpERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 24 , GARNESS ENGINEERING GROUP, Ltd. (jef 9' CONSULTANTS d GENERAL CONTRACTORS 4 »uo. L ,wo. xao, carte loo • AKHDL Z acw, • nw.c: aoi -s��. • rwc ao, -u.a . r[ev�e: ,......q....y.... .. SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: SPENDLOVE VIEW HEIGHTS S/D; LOT 4, BLOCK 5 n _ e1 PERFORMED FOR: TERRY & FLORENCE HIGDON DATI DEPTH ORGANICS (let-t----� TEST HOLE 2 1 ���� LOAM 16 17 18 usual 1 rr tib•' r DRY I rr rr - 6- — 111111111 rr rr Iiz,Wp 0. 6. 3 rr rr — 6" — • r rr • r 6- 5 rr rr — 6- — . r rr %//% r it�t1111� rr rr ��� r rr r rr rr r� 16 17 18 usual DEPTH TO GROUNDWATER DATE tib•' 6/15/2005 DRY I •. - 6- — 111111111 1:56 Iiz,Wp 0. 6. 3 2:27 — 6" — HUNS 2:57 • WNW 6- 5 111111111 — 6- — - 3:28 %//% 0. it�t1111� ��� DEPTH TO GROUNDWATER DATE DRY 6/15/2005 DRY 6/23/2005 1:26 - 6- — TH# SCALE:_� DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 6/16/2005 1 1:26 - 6- — 2 1:56 30 0. 6. 3 2:27 — 6" — 4 2:57 30 0. 6- 5 2:58 — 6- — 6 3:28 30 0. 6- 19� PERCOLATION RATE 5 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5 FT. AND 6 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: KELLY HEITSTUMAN PERCOLATION TEST PERFORMED BY: JORDAN TROISI COMMENTS: PERFORMED BY GEC, Ltd. 1, JEFFREY A. GARNESS. CERTIFY THAT THIS WA PE ORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 2!05' Parcel I.D. 017-401-55 Certificate of On -Site Systems Approval Expiration Date: !L?2 Legal description SPENDLOVE VIEW HEIGHTS #3 BILK 5 LT 4 Site address 8918 SPENDLOVE DR Anchorage AK Current property owner(s) WAMSGANZ X The On -site system(s) is/are approved for 4 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or advisories: Engineer reports septic tank is near the end of its useful life. 93% of the absorption field is failed. See field advisory. Original Certificate Date: 5/21 /2024 This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Services Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory X Nitrate Advisory Tank Age Advisory Arsenic Advisory Other COSA Approval_June 2022 odVIUN-UPALITY OF ANCHORAGE 7 ,tt, Development Services Department Phone: 907 343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 017-401-55 Complete legal description SPENDLOVE VIEW HEIGHTS #3; BLOCK 5, LOT 4 Location (site address) 8918 SPENDLOVE DRIVE, ANCHORAGE, AK 99516 Current property owner(s) WILLARD & NANCY WAMSGANZ Day phone 907-268-1551 2. ON -SITE SYSTEMS SIZED FOR 4 BEDROOMS 3. TYPE OF WATER SUPPLY: ❑■ Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ❑ Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: ❑® Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: R Steel ❑ Plastic ❑ Concrete ❑ Fiberglass Age 19 - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed X Deep Trench ❑ Wide Trench ❑ Seepage Pit Waiver request for: Expedited review requested: X Distance: By applying for this entitlement, this property is subject to inspection by municipal On -site staff to verify the accuracy of the information provided. COSA Fee $ '�SSO Waiver Fee $ Date of Payment 6S LZA Date of Payment COSA # OSC2 41144 Waiver # �"CA+ U 6 U COSA Application June 2022 /�.A_ A LJI V Septic System Absorption Field Advisory Certificate of On -Site Systems Approval # OSC241144 Subdivision: SPENDLOVE VIEW HEIGHTS #3, Block: 5, Lot: 4 Prior to the absorption field adequacy test, 56 inches of standing water was observed in the absorption field. This indicates approximately 93% of the absorption area is inundated. Although this system passed the adequacy test, the remaining life expectancy may be limited. This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval. z Legal Description: SPENDLOVE VIEW HEIGHTS #3; BLOCK.5, LOT 4 parcel ID: 017-401-55 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system 1 A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled 11/1112005 Total depth 445 ft Cased to *46 ft ❑ Sanitary seal is functioning correctly Well production at time of test 3+ gpm Water storage tank volume N/A gallons Well disinfected for coliform test? ❑ Yes J Coliform bacteria is Negative • ❑ Wires are properly protected Nitrate Q•3,0'rmg/L ❑ Nitrate less than MRL (ND) Casing height (above ground) 18+ in. Arsenic ug/L D Arsenic less than MRL (ND) Date of flow test for COSA 5/15/2024 Collected by GEG, LTD. Static water level at beginning of test 30.5 ft Date 5/10/2024 Comments *TO BEDROCK , B. TANK DATA T STATION Measured operating fluid level in septic t nk ❑ Require tenance comp) Date of pumping 4/18/2024 Age of lift station rs ❑ Required maintenance completed, if AWWTS Comments: TANK IS NEAR THE END OF ITS USEFUL LIFE. D. ABSORPTION FIELD DATA Which system tested (date installed) 10/27/2005 ❑ ALL standpipes present per record drawing Total measured depth from grade *7•8 ft (max) Measured depth to pipe invert from grade *3•7 ft (min) ❑ N/A — pressurized field. ❑ Per record drawings, field is insulated. ❑ Monitor tubes go to bottom of effective. If not, state depth into effective *3.66' (4q 19 ❑ Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced gallons date Any rejuvenation treatment (past 12 months) N/A If yes, enter date Lift station al C Q P ee-5ts" : Adequacy test date 5/15/2024 Results g Pass Fluid depth prior to test ."34.5 in Water added 600 gal New fluid depth "47.25 in Elapsed time 235 min Final fluid depth "39.25 in Absorption rate 600+ gpd FIELD STATUS — POST RECOVERY Effective depth (per record drawings) ***60 in Effective depth used ***56 in Effective depth remaining ***4 in Comments/Deficiencies: *FOR UPPER TRENCH ONLY (LOWER TRENCH IS 10.7' MAX. TOTAL DEPTH AND 3.8' MIN. TO INVERT). "NOTE: LOWER TRENCH WAS IN A SURCHARGED STATE DURING TEST. TESTED UPPER TRENCH ONLY. MEASUREMENT IN SE MT. —FILLED UPPER TRENCH TO 100% FULL APPROXIMATELY 4" OF LD IN CO'S FOR UPPER TRENCH (LD IN LOWER TRENCH NOT EFFECTED). POST RECOVERY READINGS ARE CALCULATED MEASUREMENTS BASED UPON GEG ELEVATION SHOTS ON 5/15/2024.8" OF DROP IN L.L. IN 235 MINUTE PERIOD. COSA Checklist June 2022 E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) Septic Tank/Lift Station on Lot > 100' Community Sewer Manhole/Cleanout > 100' MmYes if No ft ❑� Yes if No ft Neighboring Tank > 100' 0 Yes if No ft Private Sewer/Septic Line > 25' Yes if No ft Absorption Field on Lot > 100' 0 Yes if No ft Holding Tank > 100' QYes if No ft Neighboring Absorption Fields > 100' Animal Containment > 50' Q Yes if No ft ❑i Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' PlYes if No ft ❑■ Yes if No ft ❑ N/A — Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10'9 Yes if No ft Surface Water > 100' ❑■ Yes if No ft Tank to Property Line > 5' Mn Yes Field to Property Line > 10' Q Yes Water Main > 10' 0 Yes Water Service Line > 10' 2 Yes if No ft Wells on Adjacent Lots: if No ft Private Wells > 100' if No ft if No ft Community Wells > 200' Yes if No ft ❑� Yes if No ft If tank or field is under driveway comment below F. ENGINEER'S COMMENTS SEPTIC SYSTEM IS APPROACHING THE END OF IT USEFUL LIFE. WHEN THE SEPTIC SYSTEM IS UPGRADED, THE INSTALLATION OF AN ADVANCED WASTEWATER TEATMENT SYSTEM IS LIKLEY. G. CERTIFICATION & 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, indicates that the on -site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm Garness Engineering Group, LTD. (GEG) Phone 907-337-6179 Engineer's Printed Name Jeffrey A. Garness Date In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the system/s on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend upon 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 conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the 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 property in the event either of the current systems fail to perform adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG to perform the evaluation. Reliance upon the information provided in this report by any other person or party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. COSA Checklist. June 2022 o* 4 r y A. rness: ao C —79 3 G 0' s LICENSSEE L pr°fess,1°(l°o #AECC884 G pJ 8 g 70; • Municipality of Anchora p Y g On -Site Water and Wastewater Program (907) 343-7904 I ' t;T'Y CERTIFICATE OF ON-SITE SYSTEMS A << VAL h� 0168L95 Parcel I.D. 017-401-55 Expiration Date: 2 `Y 202 0 1. GENERAL INFORMATION Complete legal description Spendlove Nights #3 Block 5 Lot 4 Location (site address) 8918 Spendlove Dr. Current Property owner(s) Ryan Hargrave Day phone Mailing address 8918 Spendlove Dr. 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. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage ❑ Community Class _ Well ❑ Public Water System ❑ WaiverNariance request for: 4 TYPE OF WASTEWATER DISPOSAL: Individual Holding Tank ❑ Community ❑ Public Sewer ❑ Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 555 n - Waiver Fee $ Date of Payment ta't jtot�lQ Date of Payment Receipt Number Receipt Number COSA # Waiver # stance: 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 ARCTERRA CONSULTING, INC. Phone 696-6111 Address 20441 PTARMIGAN BLVD., EAGLE RIVER, AK 99577 < Engineer's Printed Name KENNETH M. DUFFUS Date I Engineer's Comments: This investigation was completed in compliance with ADEC and MOA regulations. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes inland use, local soil characteristics, groundwater levels that may fluctuate during the year and the water usage of the family being served by the system. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, ArcTerra can not give any estimate of how long a system will function satisfactory for current or future +��\ occupants or can ArcTerra guarantee that no unseen encroachments, deficiencies or discrepancies exist. OF' a L\ \ *� 4 Til X 6. DSD SIGNATURE .._........ ? KENNETH Ni D LIS System #1 Approved for bedrooms. + j System #2 Approved for bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: By: t WASTE1' ATER ? t - KU(-' , AM JJ,a� J J-� Fv�� �,�T " "JJJIiI}1i�7'' Original Certificate Date:'—1 The Municipality of Anchorage Development Ser—Vices Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations 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. .�Y 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory' Septic System Advisory Arsenic Ada(tsary`' Well Flow Advisory COSA blue sheet 10-10-12.doc Other COSA Checklist Legal Description: Spendlove Hights#3 Block 5 Lot 4 Parcel ID: 017-401-55 If more than 1 septic system on lot: COSA Checklist # of Structure served by this system 1 A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled 11/10/2005 Total depth 445 ft Cased to 46 ft ❑ Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) 38 in. Date of flow test for COSA 12/19/19 Static water level at beginning of test 185 ft. Comments Age of tank(s) 14 years Tank type/material Septic/Steel Measured operating fluid level in septic tank 49 Standpipes/foundationcJeano7,12 per record drawing Date of pumping 11%2 I D. ABSORPTION FIELD DATA Which system tested (date installed) ALL standpipes present per record drawing Total measured depth from grade 8 ft (max) Measured depth to pipe invert from grade 3.8 ft (min) ❑ N/A — pressurized field %Monitor tubes go to bottom of effective. If not, state depth into effective Code -required soil cover over field ❑ System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced gallons Comments/Deficiencies: COSA Checklist yellow sheet Well production at time of test 1.5 gpm Water storage tank volume gallons Well disinfected for coliform test? ❑ Yes No Coliform bacteria is Negative Nitrate mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Arcterra Consulting Date of Sample 12/19/19 C. LIFT STATION ❑ Required maintenance completed Age of lift station years Lift station material Comments: Adequacy test date 12/19/19 Results FV� Pass For 4 bedrooms Fluid depth prior to test 31 in Water added 600 gal New depth 39 in Elapsed time 360 min Final fluid depth 31 in Absorption rate 600+ and Any rejuvenation treatment (past 12 months) If yes, enter date E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' ® Yes if No Community Sewer Manhole/Cleanout > 100' 0 Yes if No ft 7 Yes if No Neighboring Tank > 100' 0 Yes if No ft Private Sewer/Septic Line > 25' 2] Yes if No Absorption Field on Lot > 100' ® Yes if No ft Holding Tank > 100' ® Yes if No Neighboring Absorption Fields > 100' Animal Containment > 50' 0 Yes if No ® Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ® Yes if No ft 0 Yes if No From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' 0 Yes if No ft Surface Water > 100' ft ft ft ft ft 0 Yes if No ft Property Line > 5' ® Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' ® Yes if No ft Private Wells > 100' 0 Yes if No _ Water Main > 10' ® Yes if No ft Community Wells > 200' 0 Yes if No _ Water Service Line > 10' ® Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' 0 Yes if No ft If absorption field is under driveway comment below Property Line > 10' ® Yes if No ft Wells on Adjacent Lots: Water Main > 10' ® Yes if No ft Private Wells > 100' 0 Yes if No Water Service Line > 10' ® Yes if No ft Community Wells > 200' ® Yes if No Surface Water > 100' ® Yes if No ft F. ENGINEER'S COMMENTS G. ENGINEER'S CERTIFICATION I certify that / have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. COSA Checklist yellow sheet tii ft ft M, Parcel I.D. 017-401-55 1 u56� 8.9 J n dity of AI1ChIr :r and Wastewater Progra l (907) 343-7904 of On -Site Systems Expiration Date: GENERAL INFORMATION Complete legal description Spendlove View Heights #3, Block 5, Lot 4 Location (site address) 8918 Spendlove Dr. Current Property owner(s) Mark Hodor Living Trust a Hilary Fitilis Living Trust _Day phone Mailing address Real Estate Agent 8918 Spendlove Dr. Anchorage, AK 99516 2. TYPE OF DWELLING: 0 Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 Day phone 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well El Individual E Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNadance request for: Received by: O GG�/� � Date: 4, /�0 Z201 i2 COSA to be released to the engineer, unless otherwisere nested by the engineer. COSA Fee $ Waiver Fee $ Date of Payment co if �� Date of Payment Receipt Number oko\t0A Receipt Number COSA # 6'�)u (o I a llD 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).sale, functional and adequate for the number of bedrooms and type oaf structure indicated herein. 1 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 sys,Lem is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MoA COSA guidelines and 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. The operational life of all wells and septic systems depend on the local soil condition, ground water levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore we Cannot provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed above. Name of Firm Pannone Engineering Services LLC Phone (907) 272-8218 Address P.O. Box 100217, Anchorage Ak. 99510 Engineer's Printed Name Steven R Pannone Date 6/12/2016 OF. 6. DSD SIGNATURE "- •• ••••• System #1 Approved for bedrooms : S}i:veri R.'Parir System #2 Approved for bedrooms +k�9 , CE -8149 Disapproved Conditional approval for bedrooms, with the following stipulations: � BY ^— ' Original Certificate Date: The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations 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. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet � c D. LIFT STATION Date installed Size in gallons _ "Pump on" level at in. "Pump off" level at Datum Cycles tested _ Manhole/Access (Y/N) in. High water alarm level at in. Meets alarm & circuit requirements? E. SEPARATION DISTANCES WELL ON LOTTO: Septic tank/lift station on lot 100+ On adjacent lots 00+ Absorption field on lot 100+ : On adjacent lots 100+ Public sewer main75+ Public sewer manhole/cleanout 100+ _ - Sewer /septic service line 25+_ Holding tank 100+ Animal containment areas -50+ Manure/animal excrete storage areas 1"00+ SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5+ Property line 5+ Absorption field 5+ Water main 10+ Water service line 10+ Surface water 100+ Wells on adjacent lots 100+ ABSORPTION FIELD ON LOT TO: Property line 10+ Building foundation 10+ Water main 10+ Water Service linea 10+ Surface water 100+ Driveway, parking/vehicle storage 10+ Curtain drain 50+ Wells on adjacent lots 100+ F. COMMENTS Survey on File. Reque§ting 413R`COSA.'ffiank is -sized 64 BR's and COSA previously approved for 4 BR's on 11/21/2014. G. ENGINEEWS"CERTIFICATION I certify that -1 have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name Steven PanII Date 6/12/2016 COSA canary sheet_2-6-15.doc ■ If more than 1 septic system is.on the lot: COSA Checklist # t of I Structure served by this system Certificate of On -Site Systems Approval Checklist Legal DescriptiomSpendloye View Heights #3; Block 5, Lot 4 Parcel 113:017-401-55 A. WELL DATA Well type Private If A, B, or C provide PWSID # Well Log (YIN) Y Date completed 11 /10/2005 Sanitary seal (Y/N) Y Wires properly protected (Y/N) Y Total depth '445 ft Cased to 46 ft. Casing height (above ground) 18+ in. FROM WELL LOG ATINSPECTION Date of test 11/11/2005 5/18/2016 Static water level 132 ft. 208 ft. Well production 1 g.p.m. 2.0 9 - p.m -WATER SAMPLE RESULTS: Coliform Neg colonies/100 mL Nitrate 0.257 mg/L Arsenic ND ug/L Date of sample: 5/18/2016 Collected by: PES B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel Date installed 10/25/2005 Tank size 1,250 gal. Number of Compartments 2 - Cleanouts (Y/N) Y Foundation cleanout (Y/N) 2 ry lo over tank (Y/N) N High water alarm (Y/N) N Date of pumping � I pumper nt .i-�oM E Se" l CC3:�, i NCl C. ABSORPTION FIELD DATA 10/27/2005 z 0.8 GPD/SF Deep Trench Date installed Soil rating (g.p.d./ftz or ft /bdrm) System type Length 60 ft. Width 2.5 ft. Gravel below pipe 5/4.6 ft. Total depth 8 ft,Eff. absorption area 576 fe Monitoring tube Y Depression.overfield-N Date of adequacy tesf 5L18/2016 Results (Pass/Fail) Pass For bedrooms Fluid depth1n absorption field before test 16 in. Water added 607 gal. New depth 22 in. Elapsed Time: 240 min. Final fluid depth 16 +n. Absorption rate > 600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) No If yes, give date Municipality of Anchorage On -Site Water & Wastewater Program (907)343-7904 A -4 - CERTIFICATE OF ON—SITE SYSTEMS APPROVAL Parcel I.D. 017-401-55 Expiration Date: f 1. GENERAL INFORMATION Complete legal description SPENDLOVE VIEW HEIGHTS S/D #3; BLOCK 5, LOT 4 Location (site address) Current Property owner(s) Mailing address Real Estate Agent 8918 SPENDLOVE DRIVE, ANCHORAGE AK, 99516 PATRICIA SHANDS Day phone 306-7890 8918 SPENDLOVE DRIVE, ANCHORAGE, AK, 99516 2. TYPE OF DWELLING: Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System Waiver/Variance request For: Received COSA to be released to the engineer, unless 4 Day phone IT NOV 10 2014 requested by the engineer. COSA Fee $ S% Date of Payment it I lo),ry C Receipt Number v2(00 1 ` COSA # 05cL)q,5/ Distance: Date: I l ILL t/ I V Waiver Fee $ Date of Payment Receipt Number Waiver # TYPE OF WASTEWATER DISPOSAL: Individual On-site ❑ Individual Holding tank ❑ ❑ Community On-site ❑ ❑ Public Sewer ❑ requested by the engineer. COSA Fee $ S% Date of Payment it I lo),ry C Receipt Number v2(00 1 ` COSA # 05cL)q,5/ Distance: Date: I l ILL t/ I V Waiver Fee $ Date of Payment Receipt Number Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, t 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. 1 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 Address GARNESS ENGINEERING GROUP, Ltd. 3701 E. TUDOR ROAD, SUITE 101 `ANCHORAGE, AK, 99507 Engineer's Printed Name Engineer's Comments: JEFFREY A. GARNESS, P.E. in conducting this evaluation, GEG, UD. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSO Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of ail wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or panyis not authorized, nor will it confer any legal right whatsoever. 6. DSD SIGNATURE System #1 Approved for _ bedrooms. System #2 Approved for Disapproved. Conditional approval for bedrooms. bedrooms, with the following Phone 337-6179 Date it -1 lilt Wrey A. Garness e 7q753 Q it �flri'�,•�(vC'� F'ROFESSt�p��• Wd,60 sm 0,A sn Original Certificate Date: I I za i / Th6-Vunicipality or Anchorage Develop, emt Services Division (DSDJ 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 Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other nw— 1(1119M9 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: SPEND LOVE VIEW HEIGHTS S/D #3; BLOCK 5, LOT 4 Parcel ID: 017-401 —55 A. WELL DATA Well type PRIVATE If A, B, or C provide PWSID# N/A Date completed 1 1 /10/2005 Sanitary seal (Y/N) YES Total depth 445 ft. Cased to 46 ft. FROM WELL LOG Date of test 11/10/2005 Static water level 132 ft. Well production 1 —9-p M. Well Log (Y/N) YES Wires properly protected (Y/N) YES Casing height (above ground) 18+ in. AT INSPECTION 6/18/2013 ft. 1.47+ g.p.m, WATER SAMPLE RESULTS: Coliform c.134 colonies/100 ml. Nitrate mg./L. Collected by: GEG, Ltd. Arsenic:y ug./L. Date of sample: 10/24/2014 B. SEPTIC/HOLDING TANK DATA Tank Type/Material SEPTIC/STEEL Tank size 1250 gal. Number of Compartments 2 Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO Date of pumping to / 23 Jlq Pumper C. ABSORPTION FIELD DATA Date installed 10/25-27/05 Soil rating .p.d./ or ftlbdrm) 1_2 Length 60 TOTAL ft. Width 2.5/2.5 ft. *7.4-7.9/ Total depth *8.6-1 o.6 ft. Eff. absorption area 576 ft Date installed 10/25-27/2005 Cleanouts(Y/N) YES High water alarm (Y/N) N/A ISAACS PUMPING NORTH TRENCH/SOUTH TRENCH System type DUAL Gravel below pipe ft. Monitoring tube YES Depression over field NO Date of adequacy test **10/17/2014 Results (Pass/Fail) PASS Fluid depth in absorption field before test 13 in. Water added 680 gal. For 4 bedrooms New depth 38 in. Elapsed Time: 120 min. Final fluid depth 34 in. Absorption rate >= 600+ g,PA. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date — **TESTED SOUTH TRENCH. NORTH TRENCH WAS DRY AT TIME OF INSPECTION AND PASSED A 4 BEDROOM ADEQUACY TEST ON 6/18/2013. NOTE: MONITORING TUBES IN NORTH TRENCH DO NOT EXTEND ALL THE WAY TO BOTTOM OF EFFECTIVE. GEG CONFIRMED 3'+ SOIL COVER ON BOTH TRENCHES. D. LIFT STATION Date installed Size in gallons Manhole/Access (Y/N) "Pump on" level at in. "Pump off' level at wa 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 N/A Public sewer manhole/cleanout N/A Sewer /septic service line 25'+ Holding tank N/A Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A 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 N/A Water service line 10'+ Surface water 100'+ Driveway. parking/vehicle storage 10'+ Curtain drain 50'+ Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION l certify that 1 have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Pri to Name JEFFREY A. GARNESS Date 14 i71t N (Rev. 11105) Mir,; � ^E -7Jl I 1 lN` GARNESS ENGINEERING Get®ITP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS October 28, 2014 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Revised Number of Bedrooms for Spendlove View Heights #3; Block a, Lot 4 To whom it may concern: The existing three (3) bedroom house is served by a private well and septic system. The owner would like to sell the home as a four (4) bedroom residence. Per the percolation results for testhole #1 and testhole #2, a 1.2 application rate could have been justified 1 the 2005 design. Utilizing the 1.2 application rate, the drainfieids are sized adequately for a 4 bedroom system (500'.eet2 required). The septic tank is adequately sized (1250 gallons) and both trenches have passed a 4 bedroom adequacy test within the last 2 years (6/18/2013 & 10/17/2014). At this time we request your department recognize the septic system installed in 2005 as a four (4) bedroom septic system. Note: During our initial inspections in June 2013, it was found that a diverter valve was originally installed rather than a splitter valve as called for in the design. The diverter valve was sending 100% of the flow to the south trench and had probably heen doing so since the system was installed in 2005. Upon inspection on 6/18/2013 the liquid level in i:he north trench was dry and the south trench was 39 inches. In 2013, the splitter valve was converted to a diverter valve. Prior to testing on 10/17/2014, the north trench was dry and the south tench had 13 -Iches of liquid in it. In short, the south trench appears to have recovered significantly. rr you have any questions, please contact us at 337-6179. 1 han'. r ,t or your assistance. Sirj.a�ely, Jeffrey A.',G, ness) P.E., M.S. 3701 East Tudor Road, Suite 101 *Anchorage, Alaska 99507-1259 Phone: (907) 337-6179' Fax: (907) 338-3246' Website: www,garnessengineering.com 'Municipality of Anchorage . • ''`1 Development Services Department Building Safety Division On -Site Water 8 Wastewater Program 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 DWELLINGQU J Parcell.D. i71q-yOI-�i5 COSA# dl Dl■Oslo 1. GENERAL INFORMATION Expiration Date: :7— 12-07 Complete legal description Location (site address) Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address SPENDLOVE VIEW HTS #!3: LOT 4, BLOCK 5 8918 SPENDLOVE DRIVE * ANCHORAGE. AK ALISHA TREVITHICK Day phone 242-4253 8918 SPENDLOVE DRrVE • ANCHORAGE. AK Day phone DAR WALDEN w/ REMAX Day phone 257-0152 110 W. 38th SUITE 100 • ANCHORAGE. AK 99503 Unless otherwise requested, COSA will be held by DSD /or pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: Individual Well 0 Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ TYPE OF WASTEWATER DISPOSAL: Individual On-site 0 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 On -Site 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 samples. (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 On -Site Systems Approval Guidelines for this application, shows that the onsite 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 riles and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) In compliance with alt applicable Municipal and State codes, o Vinances, and regulations in effect at the time of Installation. Name of Finn GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE. AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG, LtD. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines 8 Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily Identirrable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report Is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party Is not authorized, nor will It confer any legal right whatsoever. 5. DSD SIGNATURE Approved for 3 bedrooms. Disapproved. Phone 337-6179 Date yIle/n4 Conditional approval for bedrooms, with the flowing stipulations: Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineer's Reort Other ..... .............. e r y A Gar ess.: -'ro /essior% 9..... ON-SITE WATERAND ; WASTEWATER : PROGRAM BYC/ �• Original Certificate Date: g -• % (Rw. 11X5) Municipality of Anchorage • Development Services Department c Building Safety Division On -Sits Water & Wastewater Program 4700 Bragew Street P.O. Box 195650 Anchorage, AK 995196650 www.muni.org/onske (907)_343-7904 CERTIFICATE OF ON-SITE bYSTEMS APPROVAL CHECKLIST Legal Description: SPENDLOVE VIEW HTS #3: LOT 4, BLOCK 5 Parcel ID: A. WELL DATA Well type PRIVATE If A, B, or C provide PWSID# N/A Date completed 11/10/2005 Sanitary seal (YIN) YES Total depth 445 ft. Cased to 46 ft. FROM WELL LOG Data of test 11/10/2005 Static water level 132 ft. Well production 1 g.p.m. WATER SAMPLE RESULTS: Well Log (YIN) YES Wires properly protected (YM) YES Casing height (above ground) 18+ in. AT INSPECTION NEW Coliform _0 colonies/100 ml. Nitrate -hQ_mg./L. Other bacteria10oolonies/100 ml. Arsenic: -Aff- ug./L. Date of sample: 4/2/2007 Collected by: GEG Ltd. B. SEPTICIHOLDING TANK DATA Tank Type/Material SEPTIC/STEEL Date installed 10/25-27/2005 Tank size 1250 gal. Number of Compartments E Cleanouts (YIN) YES Foundation cleanout (YIN) YES Depression over tank (YIN) NO High water alarm (Y/N) N/A Date of pumping "NEW Pumper C. ABSORPTION FIELD DATA Date installed 10/25-27/2005 Soil rating .p.d. or ft'/bdnn) 0-8 Length 60 (2030) ft. Width 2.5 ft. System type DEEP TRENCH Gravel below pipe 4.6-5 ft. Total depth 0e.5+ ft. Eff. absorption area 576 fe Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fall) - For 3 bedrooms Fluid depth in absorption field before test = in. Water added =gal. New depth =in. Elapsed Time: = min. Final fluid depth = in. Absorption rate >= 450+ g,p,d, Any rejuvenation treatment (past 12 mo.) (YIN 8 type) - If yes, give date - **PER OUR CONVERSATION WITH THE HOME OWNER, THE SEPTIC SYSTEM HAS ONLY BEEN IN USE FOR 6 MONTHS. D. LIFT STATION Date installed Size in gallons "Pump on" level at _in. "Pump off" E. SEPARATION DISTANCES Manhole/Access water alarm level at in. Cycles tested Meets alarm & cirquit requirements? Septic tankNift station on lot 100'+ On adjacent lots 100'+ Absorption field on lot 100'+ On adjacent lots 100'+ Public sewer main N/A Sewer /septic service line 25'+ Public sewer manhole/cleanout Holding tank N/A Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A 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 N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines In effect on this date. Engineer's Printed Name Jeffery A. Garness Date COSA Fee &1/3 O f / 7 5 eu-5 Date of Payment-/ ' 8 —o-7 Receipt Number 9a 5 S (Rev. 11!05) Waiver Fee $ Date of Payment Receipt Number SCS ReEN 1071361001 Client Name Garness Engineering Group, Ltd. Project Name/M Spendlovc View I Its 3 L4 B5 Client Sample ID Spcndlove View Fits 3 L4 B5 Matrix Drinking water PN'SID 0 All Dates rimes are Alaska Standard Time Printed Dalefrime 04/172007 11:17 Collected Date?ime 04/022007 17:45 Received Daterrime 04/032007 11:13 Technical Director Stephen C. Ede Sample Remarks: 353.2 - The MS for Total Nitrate/Nitrite recovered below the QC criteria. The batch LCS is within QC limits. Allowable Prep Analysis Parameter Results PQL Units meow Container ID Limits Date Date Init Metals by ICP/MS Arsenic Platers Department Total Nitrate/Nitrite-N Microbiology Laboratory Total Coliform 0 IiLU 0 5.00 ug/L EP200.9 0.100 mg/L EPA 353.2 C (<10) 04/06/07 04/12/07 TK 0 (<10) col/100mL SM209222B A (<I) 04/03/07 JDS 04/03/07 DPT Municipality of Anchorage Development Services Departm Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw Street RUSH P.O. Box 196650 Anchorage, AK 99519519 -6650 www.muni.org/onsfo (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 017 - LI r I - 51157 1. GENERAL INFORMATION COSA# 11,404-0(-1371 Expiration Date: J12-4hA Complete legal description SPENDLOVE VIEW HTS #3: LOT 4. BLOCK 5 Location (site address) NHN SPENDLOVE DRIVE * ANCHORAGE AK Current Property owner(s) ALISHA TREVITHICK Day phone 242-4253 Mailing address 7801 LADASA PLACE • ANCHORAGE, AK 99507 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing address Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well N Individual On-site 0 Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Onsite 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 On -Site 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 Onsite 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 samples. (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 ori 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 riles 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 Finn CARNESS ENGINEERING GROUP. Ltd. Address 3701 E. TUDOR ROAD. SUITE 101 • ANCHORAGE. AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG, LtD. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of tho ADEC or MOA DSD. The content of this report Is for . the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party Is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE ( Approved for �3 bedrooms. Disapproved. Conditional approval for bedrooms, with the flloviing Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory Phone 337-6179 Date of 6 0 G Arsenic Advisory Maintenance Agreements Supplemental Engineers Reort Other VN tz Oh S\SE %o WpSERN1 . MZIIIO0 P By Gj% Original Certificate Date: Municipality of Anchorage ' Development Services Department Suikling Safety Division On-Sft Water b Wastewater Program 4700 Sragaw Street P.O. Box 196650 Anchorage, AK 995196650 www.muni.org/orgne (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVA Legal Descriptlon: _ SPENDLOVE VIEW HTS N3: LOT 4 BLOCK 5 A. WELL DATA wen" PWATE If A, B, or C provide PWSID# N/A Date completed 11 /10/2005 Sanitary seal (Y/N) YES Total depth 445 ft. Cased to 46 ft. FROM WELL LOG Date of test 11/10/2005 Static water lavel 132 ft. L I CHECKLIST Parcel ID: Q 17 " q 0 1- 55 Well Log (Y/N) I YES I Wires property protected (YM) YES Casing height (above ground) 18+ in. AT INSPECTION NEW Well production 1 —9 -p.m. -m. 9-p- '.' WATER SAMPLE RESULTS: Coliform � oolonies/100 ml. Nitrate i .0.3,78 mg./L. Other bacteria coI lonies/100 ml. r Arsenic: 5.16 ug./L. Date of sample: 8/18/2006 p I Collected by: GEG Ltd. � B. SEPTIC/HOLDING TANK DATA Tank Type/Matenal SEPTIC/STEEL Date installed - 10/25!27/2005 j Tank size 1250 gal. Number of Compartments E Cleanouts (Y/N) YES Foundation cleanout/N Y ( ) YES Depression over tank (YM) NO High water alarm (YIN) N/A Date of pumping NEW Pumper - I' C. ABSORPTION FIELD DATA Date installed 10/25-27/2005 Soil rating(j.p.d. ft'/bdrm) 0_8 System type DEEP TRENCH i Length 60 (2030) ft. Width 2.5 ft. Gravel below pipe 4.6-5 ft. Total depth •8.5+ ft. Eft. absorption area 576 fe Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fail) — For 13 bedrooms Fluid depth in absorption field before test = in. Water added I =gal. New depth =in. Elapsed Time: = min. Final fluid depth = in. I Absorption rate >= 450+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N 8 type) - If yes, give date - i D. LIFT STATION Date installed Size in gallons Manhole/Access (Y/N) _ 'Pump on" level at _in. "Pump ofP leve gh water alarm level at Cycles tested Meets alar & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tanklliit station on lot t 00 + Absorption field on lot 100'+ Public sewer main N/A Sewer /septic service line25'+ N/A Animal containment areas 50'+ On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout N/A Holding tank N/A Manure/animal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A 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 N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100,+ F. COMMENTS G. ENGINEER'S CERTIFICATION `..•- I certify that I have determined through field inspections and review of Municipal records Chet the above systems are in conformance with MOA COSH guidelines in effect on this ........ .................... date. r y A. rness. Engineers Printed Na a Jeffery A. Gamess 4 44A Date cb I. OL °roreu�^ COSA Fee S j7 �'- Waiver Fee $ Date of Payment c 6206 Date of Payment Receipt Number M () 4 % 6 Receipt Number (Rev. 11105) 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 Arsenic Advisory Certificate of On -Site Systems Approval # A Certificate of On -Site Systems Approval inspection and test of potable water was recently conducted on the well water supply on Block 5, Lot 4' of Spendlove View Ills #3 Subdivision. This inspection revealed an arsenic concentration of 5.16 micrograms per liter (ug/L) for the property's well water sample. The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 ug/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. Information on arsenic is available from the On -Site Water and Wastewater Program website (%nvw.muni.org/onsit ) or at 343-7904. 1 This advisory must be attached to all copies of the subject Certificate of Site Systems Approval. SC 1064833001 Clientent Name Games GnglncCring Group, Ltd. All Datesffimes are Alaska Standard Time C (<10) Project Namr/q Client Sample ID Lt 4 [ilk 5 Lt 4 Bk 5 Spendlove Vicw Ilts Printed Datemme 08292006 Collected Date/rime 08/182006 8:00 9:50 Matrix Drinking Water Received Date?ime 08/182006 10:27 Technical Director Stephen G Ede Sample Remarks: Pa Parameter Results POL Allowable Prep Units Method Container ID Limits Date Analysis Date Init Metals by ICP/MS Arsenic 5.16 5.00 ug/L EP200.8 C (<10) Waters Department Nitrate -N 0.378 0.100 mg/L EPA 353.2 D (<10) Microbiology Laboratory ,11�fotal Coliform TMC OO col/100ml- SM209222D A (<I) 0822/06 0825/06 hill 08/18/06 ALR 08/18/06 TLF SCS Rcta 1065087001 Client \ante Aarosv Pump &- Well Service Project Name/N 8918 Spcndlove Client Sample ID 8918 Spcndlove Matrix Drinking Water P%% SID Sample Remarks: All Dates/Times an Alaska Standard Time Printed Date/rime 09/06/2006 10:28 Collected Daterrime 08/30/2006 12:33 Received Daterrime 08/302006 13:20 Technical Director Stephen C. Ede Allowable Prep Analysis Pammeter Results PQL Units Mcthod Container ID Limits Date Date Init Microbiology Laboratory Total Coliform <2OB, NoColi col/100mL SM2092220 A (<I) 1 08/30/06 TLF Lot 3 Lot 3 0 M rr Spendlove Drive S89°594WE 163.82 LOT41\,00o" 49,415sf I � I Cie / I � 2 a;.,r,y hrg0 ------------ Utility Easementt / I N89089'54"W 165.08 ao- Gombatt SI bd. Lot 4,! , aw�'+'1 0!0• w � 0 n t85"O" 1 "= 50' AS -BUILT NO CORNERS SET THIS DATE I hereby certify Nat 1 have performed a Mortgagee's Inspection of the following described property LOT 41 BLOCK 5. byrr _SPENDLOVE VIEW HEIGHTS # 3 Fivd hy, *._,M EASEMENTS OF RECORD, OTHER THJithN THOSE SHOWN ON THE RECORDED ��ILV PLAT ARE NOT SHOWN HEREON. Fb06-6, pg 22 Anchorage Recording Precinct, Alaska, and that the a op Improvements situated thereon are within the property lines f: .' and do not overlap or encroach on the property lying adjacent thereto, that no Improvements on the property lying adjacent thereto encroach on the premises in question and that there are no roadways, transmission fines or other 4� visible easements on said property except as Indicated hereon. Dated at Anchorage, Alaska this 8th dayof AUAU U�t im FRED WALATKA d ASSOCIATES BE (907-248-1666)Engineers and Surveyors