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ROCKHILL BLK 1 LT 9
Rockhill Lot 9 Block 1 #015-362-17 Municipality of Anchorage Page 1 of 3 DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744 Onsite Wastewater Disposal System and/or Well Inspection Report Permit Number. SW000059 015-362-17 Nome: BRAD AND KAT HASLEFf Address: 6201 BARRY AVE. ANCHORAGE, AK. 99516 Phone: No. of Bedrooms: (907) 345-2175 1 4 LEGAL DESCRIPTION Lot: elock: Subdivision: 9 1 ROCKHILL Township: IRange: section: WELL: ❑ New ❑ Upgrade Dae DrWea: Istat wow SEPARATION DISTANCES TO Septic Absorption uft Holdingb7c/Rk ,m Tank Field Station Tank sewer LL Well 100'+ 100'+ — — 25'+ Surface 100'+ 100'+ — — — Water Lot 5'+ 10'+ — — — Una Foundation 5'+ 1 10'+ — — — Drain PID Number. Wastewater System: ❑ New ■ Upgrade ABSORPTION FIELD ■ Deep Trench O Shallow Trench O Bed OMound OOther 1.2 WD/St, Ft.I 11.00 MAX. Depth to pipe eonam barn prq grads: waw depth beneath pips 3.94 MAX. n 7.06 1111 sailed awee ede" eras: Dram watt 0 — 1 n 40 Dra.d width: Numbr of sn.s D4tonce between i 2.5 n 1 — raa sbeerplbn erew Pipe r^ae^wb 565 $0. In. ASTM D -3034/F-810 kwtwer. Dots netatw: A+ HOME SERVICES 5/23/2000 TANK ■ Septic D Holding O S.T.E.P. IlaredacWr. copwcity In 90 ANCHORAGE TANK 1250 STEEL +sneer a 2 LIFT STATION 4aMaebrr. w\�P/ Remarks: BENCH MARK laawDan sad Deewipum FOOTING OF BEAM SUPPORT FOR DECK — WEST SIDE 100.00 en000112 a WAL , Inspections performed by AWWC, INC. Dates: 1st 5/23/2000 2nd 5/23/2000 3rd 5/24/2000 e . r A. —7 Department of Health and Human Services approval �plj��oo ,. Reviewed and approved by: Date: �0'2 i.o o dProrei INUMBER: AS DRAWING PARCEL IDNUMBER: SWO SW000059 015-362-17 I I I I I I I I I I I I � I / I I I I I\ I I I I I I NEW I � NEW 1250 GALLON \\ DSL2� S I SEPTIC TANK I/ I I � I I I � � I 8 / I I 21.0 26.8 ST2 i 31.2 DBL1 29.4 32.2 DBL2 30.1 32.2 FD 31.4 33.5 Lam/ 58.5 54.1 MT1 61.4 501 CO2 83.2 57.5 I THI I+ 1 EXISTING FOUR BEDROOM HOUSE BARRY AVENUE A ST1 21.0 26.8 ST2 27.8 31.2 DBL1 29.4 32.2 DBL2 30.1 32.2 FD 31.4 33.5 COI 58.5 54.1 MT1 61.4 501 CO2 83.2 57.5 (FD) EXISTING ORAINFlELD TO BE USED AS A RESERVE SITE 6/7/2000 o OF �� /iY4 ,;•. DRAWN BY: 0� �,........ Q� .,- � _ � � � WASTE � � f � J.L.M. ALAShA WATER & WASTEWATER SCALE.' o* .:; :,y* CONSULTANTS, INC. 1 = 40� """" • " """ """ 6001 DEBARK ROAD, SUTE 29' ANGHOPAGE, AK 90504' FHONF (907)5572179 • FAX (907)338-7746 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: BRAD & KAT HASLETT (907) 257-0116 2 OF 3 Q f y A. G ess: LEGAL DESCRIPTION: Q4 7953 ' a ROCKHILL SUBDIVISION: LOT 9, BLOCK 1 TYPE OF WORK: 40 dP�e /esfio0°�� AS -BUILT OF SEPTIC SYSTEM UPGRADE �04ppoo� PERMIT NUMBER: AS-BUILT DRAWING Po s ID N 362- SW000059 17 MBER: I'm am - 91 BI - 98M 517 fcP Of f" — Af PLEf - 95.97 5f2 / I I NSW 1250 6UON TANKAN Af f%PfIC eaxr- 95.36 for Of fA% Af OUIIEf - 95.95 -cwzr of our Af OU16Ef - 9515 - 79J5 (AV0 ALASKA «7ATLR & WASTE NVATKR CONSULTANTS, INC. 6901 DFRARR ROAD. SUTE 29 • ANCHORAGE, A( 995M • PHONE.(901)3314179 • FAX (901)338-3?4 PREPARED FOR: PHONE NUMBER: BRAD AMD KAT HASLETT (907) 345-2175 LEGAL DESCRIPTION: ROCKHILL SUBDIVISION; LOT 9. BLOCK 1 TYPE OF WORK: PROFILE AS -BUILT OF SEPTIC SYSTEM UPGRADE J.W.M. LE: 1"=30' E NUMBER: 3OF3 m 70J5 r ATFtt. 3--,7-3-00 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On -Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 3434744 ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade T7' eld3/oo C�3:3oP� Date Issued: Apr 13, 2000 Expiration Date: Apr 13, 2001 Permit Number: SW000059 Parcel ID: 015-362-17 Legal Description: ROCKHILL BLK 1 LT 9 Design Engineer: 0041 AK Water & Wastewater Consultant Site Address: 006201 BARRY AVE Owner Name: Brad & Kat Haslett Lot Size: 49826 SQ. FT. Owner Address: 6201 Barry Ave Total Bedrooms: 4 Permit Bedrooms: 4 Anchorage , AK 99516-6516 This permit is for the construction of: Disposal Field Q✓ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Date: tl—&—OU Date: i — 13 —ey ALASKA WATER & WASTEWATER CONSULTANTS, INC. April 6, 2000 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Septic Design for Lot 9, Block 1, Rockhill Subdivision. To whom it may concern: The existing four bedroom house is currently served by a private well and septic system. The existing drainfield was tested on February 16, 2000 and found to be inadequate by Municipal requirements. A test hole was excavated in the area of the proposed upgrade. The proposed septic system will be designed around the 30 foot radius of the test hole. We are proposing that a new 1250 gallon septic tank and a deep trench type drainfield be installed. Comments regarding the proposed design are summarized as follows: 1. SOILS: Attached is a soil log which shows the soil classifications, groundwater monitoring, and the percolation test results. The soils below the organic layers are a SP material to a depth of 12 feet and then transitions to a SP/SM material to a depth of 17 feet (bottom of test hole). No groundwater was encountered during the excavation of the test holes. A percolation test was performed between the depth of 5.5 feet to 6.0 feet which had a percolation rate of <1 minute/inch. It is our opinion that the insitu sandy soils should act as a sand filter and an application rate of 1.2 gallons/day/ft2 should be used. 2. TRENCH DESIGN: a. Percolation Rate: <1 minutes/inch b. Allowable Application Rate: 1.2 gallons/day/ft2 c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 500 ft2 f. Total Depth: 11 feet (max.) g. Effective Depth: 7 feet ;; t h. Width: 2.5 feet i. Reduction Factor: N/AM A 0 2O. Q� p j. Minimum Length: 40 feet long = ft2 MUNICIPALITY Of ANUMVKH( k. Effective absorption area 560 r SFRVK'FC ro.. 6901 Debarr Road, Suite 213 — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 4. TOPOGRAPIIY: As can be seen on the attached topography site plan, the average topography in the area of the proposed upgrade is a 15 to 20 percent running from approximately south to north; in short, there are no slope concerns. The trench is to be installed parallel to slope contours. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact me at 337-6179. Thank you for your assistance. I.S. NOTE: Attached is a site plan drawing, a design drawing, a topography site plan, a soil log, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B — Anchorage, AK 99504 — Ph: (907)337.6179 — Far: (907)338-3246 LOT 2 CRESTWOOD S/D LOT 27 HERBAGE HEIGHTS I I WELL ON NORTH END OF LOT I Cts 1 I LOT J, BLOCK 1 ROCKHILL S/0 U I I � I I � i I I I 1 I I I LOT II PROPOSED SEPTIC UPGRADE CRESTWOOD S/D I I (SEE DESIGN, PACE 2 OF 2) I I I I I � � � I I \\ I 1 \ uwunw BEDROOM --- -------T--------cz LOT 24 CRESTWOOD S/D I I I _J LOT 1. BLOCK 3 ROCKHILL S/D LOT ROCKHILLOS CK T /D LOT 8, BLOCK ROCKHILL S/D LOT S. BLOCK 1 ROCKHILL S/D 9v " '4/ //LVUU ib � DRAWN BY: ALASKA «'ATER & WASTE «TATER SCALE*K.D.W. CONSULTANTS, INC.�" = 100• 6001 OEBAaR ROAD. SUIS ie •ANCHORAGE 4K ays04 •►NONE 90) ]1-0Ilo • fAK ("7)356-3Z46 PREPARED FOR PHONE NUMBER: PAGE NUMBER: BRAD AND KAT HASLETT 1 OF 2 LEGAL DESCRIPTION: ROCKHILL SUBDIVISION: LOT 9, BLOCK 1 TYPE OF WORK: SITE PLAN FOR SEPTIC SYSTEM UPGRADE LOT 7, BLOCK 1 ROCKHILL S/D I LOT 2, BLOCK 3 ROCKHILL S/D UGM THE CONTRACTOR MUST HAVE THE WELL RADII FROM LOT 1, CRESTWOOD, AND LOT 9, BLOCK 1 FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. I I I _I r� I INSTALL DOUBLE \ 0 CLEANOUT$ \ o IPROPOSED 1250 \ GALLON SEPTIC TANK EXISTING 0TANK TO —BEE COMPLETELYCABANDONED IEXISTING FOUR SEDROOM HOUSE I / I � / I 8 � I !O _ • PROPOSED DRAINFIELD UPGRADE. EXCAVATE A TRENCH THAT IS 11 FEET DEEP MAXIMUM, M FEET LONG, BY 2.5 FEET WIDE ADD 7 FEET OF CLEAN WASHED SEWER DRAINROCK. INSTALL TRENCH PARALLEL TO SLOPE CONTOURS. TH/1 INSTALL FLOW DNERTER ALASKA «'ATER & WASTEWATER CONSULTANTS, INC. 001 DFBARR ROAD SUITE n • AWH GE AA 9950. ' PHOW (007)337-0179 • FAX 007)35"2 EXISTING DRAINFIEL.D TO BE USED AS A RESERVE SITE K.D.W. ap SCALE: I . = 40• 0 .'.:.. PREPARED FOR: PHONE NUMBER:PAGE NUMBER: BRAD AND KAT HASLETT l4m1 'AAA .M►07K 1 2 OF 2 ROCKHILL SUBDIVISION; LOT 9. BLOCK 1 OF WORK: DESIGN OF SEPTIC SYSTEM UPGRADE A. I I � I/ II 11 K.D.W. ap SCALE: I . = 40• 0 .'.:.. PREPARED FOR: PHONE NUMBER:PAGE NUMBER: BRAD AND KAT HASLETT l4m1 'AAA .M►07K 1 2 OF 2 ROCKHILL SUBDIVISION; LOT 9. BLOCK 1 OF WORK: DESIGN OF SEPTIC SYSTEM UPGRADE A. ME' "I ij� MORE, ALASKA WATER & WASTEWATER CONSULTANTS, INC. DRY 3/31/2000 • FAX 338-3246 6901 OEBARR ROAD, SWE 2B • ANCHORAGE, AK. 99504 O •• `.q�Q�OQ 4/3/2000 DRY PHONE (907) 337-6179 (907) G� SOIL LOG - PERCOLATION TEST 0 ""' ' '• "' """""' LEGAL DESCRIPTION: ROCKHILL SUBDIVISION; LOT 9, BLOCK 1 PERFORMED FOR: BRAD AND KAT WASLLTT ........... J f A. amess: Q Q DATE • PERFORMED: 4/5/2000 QQ01, ., E-7953 ; (eei� �- �oOO TEST HOLE #1 �Q�•,• ............ •....... oiSo� - - ORGANICS p��0000��000 i ORGANICS/SP 2 _ SOIL CLASSIFICATIONS —, .; •.•. ...•,.. :"z!, o`• GW =--- ORG I I SITE 3::.•.••• °3:�+:•= GP ML I' GM CL � 4 '•' GC OLSW MH 5 .0;.".�SPCH I Ii SCOH 7_�v 7 ; .•.. SP I I DEPTH TO •� ,. ROUND ,� ...•. ..:: ;. I 10 • • •• '::•: •: t1 '•' ..�•�.� •::•: •: 12 , 13 14 SP/SM 15 o;; 16 ' '• 17 B.OJL 18 19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 20 TEST RUN BETWEEN 5.5 FT, AND 6.0 FT. COMMENTS: THE INSITU SANDY SOILS SHOULD ACT AS A SAND FILTER. PERFORMED BY ALASKA WATER & WASTEWATER. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERF R ED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON DATE: 44-7 Ifil WATER DATE DRY 3/31/2000 DRY 4/3/2000 DRY 4/7/2000 DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) 4/3/2000 PeSORg�O Pe5�R8�o MUNICIPALITY OF ANCHORAGE • DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONEJeNNEW (r'I ❑UPGRADE MAILING ADDRF�6 6�T/ OS LEGAL DESCRIPTIONLq LOCATION NO. OF BEORO MS 5F.D Well Absorption areaf Owelhng PERMIT NO. O DISTANCE TO: F/ / Q QZie .Y d Q Manufacturer Material No. Z -f partments w � OLS Liq. t:7a ty in gallons IF HOMEMADE: Inside length Width —� Liquid depth 6 ie DIST�� Well Dwel PERMIT NO. J02 O I-. Man cturer Materia Ligtlid capacity in Ilona DISTANCE T0: Weil - a�i�l Foundation Nearest lot line r NO. W = Lt.4�C PEHMIT O O J w= No. of lines Length of each I'n Total length of lie 'r Trench wi h �. T Distance between 'n ys ,,,E Lt/ f Top of ti f to finish grade s ' Material beneath tile r Total effective absorption area O .) - P / . -5'-- / a5 "'tZ ,Length Width Depth PERMIT NO. W Qo H W L Type of crib Crib di eterrib depth Total effecti rpuon area TANCE TO: Well Building found 'on -Nearest lot line .a v s Depth Driller Distance to lot line PEHMIT NO. _1 w 3 1 DISTANCE TO: Building foundation Sewer line Septic tank Absorption areals) OTHER Q PIPE MATERIALS r 30-3 SOI L TEST RATING d INSTA///��1Lry`L'Ep`'R'/�1��' v r REMARKS AV t IV t e� cA or A P VED DATE LEGAL 72-013 (Rev. 3/78) V nn r1 L1r4I c IAFIL_ I TY C1F= FF r4CTV""FFR RGE 0 i DEPARTMENT Or HEALTH AND ENVIRONMENTAL gOTECTIOh! �LLdS' P"�-O�I-�pI 825 'L' STREET, ANCHORAGE, AK. 99501 F�utlt hc(1 264-4720 3� PERMIT APPLICANT WELL nr4 > or,F—SITE NO. C 810078 > CARLESON CONST. P.O. SEL4EFZ l ttij,61 F.XL• BOX 10-905 PERM I T (�VcISJ).sgl 349=2V7S�u�s LOCATION BARRY ST. LEGAL LOT 9 BLK 1 ROCK HILL SUB LOT SIZE 49625 SQUARE FEET TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH MAXIMUM NUMBER. OF BEDROOMS = 4 SOIL RATING CSO FT/BR)= 100 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: C•EPTH= S. S LEtJGTH= :D(D GF;Zf=1%v'EL- t?EF'TH= 2_ S THE LENGTH DIMENSION IS THE LENGTH CIN FEET) OF THE TRENCH OR DP.AINFIELD. THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION CIN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION CIN FEET). F.zEGtiU I FSEO SEPT I C TRtJK S I ZE= 1.2SEi C3171LL-(DNE-3 PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. --- TW C� C 2 > I "SPECT I aNS nFZE FSEGlIJ I FRED --- BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION.' MINIMUM DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER. LINE IS 25 FEET AND TO A COMMUNITY SEWER. LINE IS 75 FEET. WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 DAYS OF THE WELL COMPLETION. OTHER. REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. PEFZM I T EXP I FZES L7ECEMBER 31.s 1ERE31 I CERTIFY THAT 1: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. 3: I UNDERSTAND THAT THE ON-SITE SEWER. SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN 4 BEDROOMS. \`\"'GNED:--------------------------- APPLICANT CARLESON CONST. �Nv V1 -7-10 6, s cool s U _/641r� Y V4.0 yRat? µ 94ILJt•f Z t -I F't=i1- I T4'�1� "' �"it�fGi SL7�� ? T�3C •. I _ y Lief IMENT OF RLTH RHd) EWIRC0%tnfsL FlkVIECTIOU f� 1 EE7, AN *WOLif#, fdt 99E s r 2C.4-4721 f bJEJ.L FihtG� FJf+I--1ZTE SEE.tEt2 PEE<t'ilT j Eifl l T W&cl i B1 een ) 11CIA&T CFHRLE5811 COtC-l- P.O. BOX j AT)CiN WAY 57. LOT SIZE 49C'� `545X#.£ FEET 1 AL LM � EEK 1 iY� HILL . f :E OF SOIL fW*C*!PTION `-YSTEfi 1S: IbI:Kl{ 3tIiR1 NLRIDER OF BEDROCtL5 c S SOIL RRTING (SO F7JEFJc 1H8 RCQuiFtfD SIZE CC.7HE :dIL fWCAO!<PTICK2 St24Etl ]S: =PTti� E. =-s Ll=tti rS—r" ' ]E%E< G1;;:f•:tVV-L L�EPTF tz �. • THE: LENGTH DIIIERSIC01 IS THE LFWi TH CJN FE£T> Of THE TFSW: H CC DFR]N►3"D- 1H4E DEPTH OF R 7RENC±H OR PIT 3S TSE 133:7f4HCf IFTWEEN THE 5 1-W"CE OF THE WLXRO F"x THE 13EgTC4I Of THE E)XV,?RI1ON (IN FEE7y. lfwK JS NO S£73 R10H FCkl 1mNCiF-S. '*C GRRWL DEPTH IS THE n3N3tkV4 ta£F'IWH CF 616NEL F.'ET/EEN IhE C4TIFfQ.L PIF£ END THE 8CrlIC44 CF THE EXCT1YhII(t C)N FEET). = S:�5Pt"GF:4t- MELT fiPFLICi*tI HFA 7HE RESF'trtt=IVILITY TO ]NFORH THIS MFI;iTtENJ DCS:JW% THE TfELf7IlON JNS!>ECTIOttS OF fW WELLS f D*JRC-fNT TP 193-S M' 'Er-ly f3FSj' 'HE SER CEF kES:IrCWATS• 7filT THE WELL MILL !,UNE. Thli=s �C ' > I ldC�'EGT Z C�f.t t tiff✓ I?ToQLf I FZ :L I1F)LL1NG OF R6f4' S4'STEt& MI7FHCECET FJWUM ItL��P£G77L+lt Fd�y fHFfWtWWRt. BS' iHEJS PRTWM7 MILL F£ SLUJECT TO MT1SECLrJ1ClK 1l4UPt DISTfNC£ KINEEN A WELL N4D FW CNI-511E cEWHfGE DIc-1'0=iiL 5Yc.IEM.24 FEET FM R FRIVRIE WELL M 1'h 70 218 FEET fRM A PL£i.IC HELL KKWBJIING It 7WjE .TYPE OF fVEt3C WELL. IMMDI57RMHC'•E FROM R PRIYR7E WELL To R fR)YATE_�EWER LINE 35 =S FEET f It CXtl44R<7T5f `FFER I)NE AS 75 FEET. 1. LOW ARE REQUIRED fO'V MOST K PEIUIZ ED ICI THE DEPARTMENT W737HIN :* MIS- IHE WELL CQt*'LE77W &:k RcEQUIREtENTS tHFW RPFIV. SPECIFIVATICMC� RHD C'C4LTRUC:TICK! DIH `• F+R£. ILF40LE TCI IfLSOPE I`RO SR INS7ALLRI100. 'ET�I'I Z T E:dF`Z R1�.'S I�af_CEt'iE�F=�_ ?1..• 1--���- FRT IFY IW41 I Rf1 FAMILIAR W 17H THE REQUIREMENTS FOR OH --SITE SEWERS fVV &ELLS. FE: 5£T I" eY THE numc)f'fiITY CSF Aft. I MILL INSIA.L THE SYSTEM IN RCt%*ZDtV4CE W&1TH THE CY1DE_`•. ] mmCkslaw, TNF17 THE Oft -SITE SE►Ek SYSTEM W6' R PUIPE EWERF'GEtEM IF THE I4'CNCfEIS. REtHOMLED id INMEM fKXkE 7HFF& { BE64MIC"E% fffl) CTiH7 CFM E SZ" COtLST. SOILS LOG ,. -� MUNICIPALITY OF ANCHORAGE r \� DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION TEST 825 L. StrMt, Anchwpe, Aluke 99501 288020 SOILS LOG —PERCOLATION TEST PERFORMED FOR: LHrtirSo� CJ�Sj DATE PERFORMED: /�7Z(0 _ s LEGAL DESCRIPTION: L /J / /) CwC �/LL S QrZ C%R"N I G SLOPE SITE PLAN (FEET) - 1 D l- cAN'Dk/ c Ili- �� 2 3 4 5 6 7 B 9 10 11 12 13 14 15 16 17 18 19 20 1S� &r C? Yj�- Ue- ( u.) S or�1 r S2 Kd ,n apo C�/n n C- g76WAS GROUNDWATER S ENCOUNTERED? C L O P IF YES, AT WHAT E DEPTH? OF A(, NO. 1732-E Juno 22,1968 ;- 14 1oU-:> PERFORMED BY: Ldy� PERCOLATION RATE (minute/inch) EST RSjN BE AND t ✓ FCS �I ` G' CERTIFIEDBY: 72.008 (6/79) - - ` Well Log For...... ... r........ ......q??L,e i(1 .................................................................. Location .... LOT..... 4?hLrK l �dGK NtLL SUL3 .................................................................................................. Datecompleted ............ ....... .. ....................................................................... Depthof well....................................................................... I........................ �r Sizeof casing ........ ............................................................ :................................. Distanceto water .............. d............................................................................. Distance to water while pumping .................. 0..............................at rate of .................. G.d.................gallons per hour. Formation I from I to c�.�vsc ct ery . l o l -ss- s3S 3S I z pati 161 I -7F.- 172- 1 7Z rtio t�4vsz, a%c+ c Ia 1/0-3 _ 1 ) I I i DELTA DRILLING COMPANY SRA BOX 994 B ANCHORAGE. ALASKA 99507 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & 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 1 141/ APPROVAL FOR A SINGLE FAMILY DWELLING t 1 Parcel I.D. �1 � �I 0 P_ - P COSA# MO -3 44 1. GENERAL INFORMATION Expiration Date: 1/7 110 c1 Complete legal description Location (site address) Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address ROCKHILL: BLOCK 1. LOT 9 6201 BARRY AVENUE *ANCHORAGE, AK BRIAN COVOL Day phone 947-0099 6201 BARRY AVENUE 'ANCHORAGE. AK Day phone JED WEINGARDT W/ DYNAMIC Day phone 727-5333 3111 C STREET *ANCHORAGE. AK 99503 Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual On-site 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 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, 1 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 watersupply 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 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 6 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 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 "Ir bedrooms. Disapproved. 337-6179 Date l0/los oo604p�� g �0 ........... .........:...� Qt '•,J r Com sir QQ ''• 53 r`� pp dp/Ofesslo�o\� Conditional approval for bedrooms, with the flowing stipulatiott@.11kp \SY OFO, 1, NL ZY ON-SITE WATER AND m: WASTEWATER O PROrPAAA Attachments: COSA Checldist Arsenic Advisory Septic System Advisory Maintenance Agreements Well Flow Advisory Supplemental Engineers Reort Nitra Advisory Other B . Original Certificate Date: 1Rr llmd Municipality of Anchorage , • Development Services Department ° Building Safety Division On -Site Water & 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 CHECKLIST Legal Description: ROCKHILL; BLOCK 1, LOT 9 Parcel ID: hIq . 62-I A. WELL DATA Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) YES Date completed 6/27/1981 Sanitary seal (Y/N) YES Wires properly protected (YIN) YES Total depth 103 ft. Cased to 103 ft. Casing height (above ground) 12+ in. FROM WELL LOG Date of test 6/27/1981 Static water level 60 ft. Well production 11 g,p,m, WATER SAMPLE RESULTS: Coliform_Q colonies/100 ml. Arsenic: ug./L. B. SEPTIC/HOLDING TANK DATA AT INSPECTION 9/16/08 60 g, 7.9 g.p.m. Nitrate Lc, Img./L. Other bacteria 0 colonies/100 mi. Date of sample: 9/16/08 Collected by: GEG Ltd. Tank Type/Material SEPTIC/STEEL Date installed 5/23/2000 Tank size 1250 gat. Number of Compartments 2 Cleanouts (Y/N) YES Foundation cleanout (YIN) YES Depression over tank (Y/N) NO High water alarm (YIN) N/A Date of pumping 9/18/08 Pumper MCDONALDS PUMPING C. ABSORPTION FIELD DATA E ow EXISTING GRADE Date Installed 5/23/2000 Soil rating (g.p.dJft'o !bd 1.2 System type TRENCH Length 40 ft. Width 2.5ft. Gravel below pipe 7.06 ft, Total depth •11.41 ft. Eff. absorption area 565 ft' Monitoring tube YES Depression over field NO � Date of adequacy test _9/16/2 �rl Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field before test DRY in. Water added 600 gal. New depth DRY in, Elapsed Time: 0 min. Final fluid depth DRY in. Absorption rate >= 600+ g,p,d, Any rejuvenation treatment (past 12 mo.) (YIN & type) NONE KNOWN If yes, give date — D. LIFT STATION Date installed "Pump on" level at in. E. SEPARATION DISTANCES Size in gallons Manhole/Access "Pump off" level ' . High water alarm level at in. Cycles tested Meets alarm & circuit requirements? SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ Absorption field on lot 100'+ Public sewer main N/A On adjacent lots 100'+ On adjacent lots 100'+ 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 P 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 O e 14'd review of Municipal records that the shove systems are in conformance with MOA COSA guidelines in effect on this date. a A. Garn ss: Engineer's Printed Name JEFFREY A. GARNESS ooh CE �Fo Dateto I a ti 0�3 O@alpro f e aelo�°\a COSA Fee ��� Date of Payment /00�8 Receipt Number t*D 1 µ1 (Rev. 11105) Waiver Fee $ Date of Payment Receipt Number Municipality of Anchorage ' Development Services Department j Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 Nitrate Advisory Certificate of On -Site Systems Approval # 080344 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 9 of Rockhill subdivision. This inspection revealed a nitrate concentration of 8.02 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. 6/- 76w ..., I SGS RAN 1085043001 Client Name Gamess Engineering Group, Ltd. Project Name/N Rockhill BI,L9 Client Sample ID Rockhill BI,L9 Matrix Drinking Water PWSID 0 Printed Date/time Collected Daldtime Received Dateltime Technical Director 10/012008 11:50 09/152008 14:45 09/162008 10:35 Stephen C. Ede Samplc Remarks: 4500NO3 - Total Nitrate/Nitrite - The sample MS is outside of QC criteria (biased low). The LCS is within QC limits. Allowable Prep Analysis Parameter Results PQL Units Method Conaincr ID Limits Date Date [nit Metals by ICP/MS Arsenic Waters Department Total Nitratc/Nitritc-N Microbiology Laboratory Colony Count Total Coliform Fecal Coliform ND 5.00 ug/L EP200.8 C (<I0) 0923/08 09/30/08 NRB 8.02 0.100 mg/L SM204500NO3-F B (<10) 0923/08 3DZ 0 coVI00mL SM209222B A (<200) 09/16/08 DLC 0 coVI00mL SM209222D A (<I) 09/16/08 DLC 0 caVl00mL SN1209222B A (<I) 09/16/08 DLC 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 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 015.362-17 1. GENERAL INFORMATION Complete legal description ROCKHILL BLK7 LOT 9 COSA#_ �UDLi I'� Expiration Date: 0 Location (site address) 6201 BARRY AVE., ANCHORAGE, AK Current Property owner(s) KATHLEEN F. HASLETT Day phone Mailing address PO. BOX 110570, ANCHORAGE, AK 99511 Lending agency Day phone Mailing address Real Estate Agent MARY COX IREMAX Day phone 257-0112 Mailing Address 170 W 38th Ave., Ste.100, Anchorage, AK 99503 Unless otherwise requested, COSA wilt be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well 0 Individual On-site 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 On -Site Systems Approval (COSA) based only upon the representations given In paragraph 4 by an Independent professional civil -enginee"egisterediretheState-oMaska-CeMft=esaf> n--Sne-syster�A�prova areregwr or a ansero title (except between spouses) for properties served by a single-family on-site wastewater disposal acid/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 seat 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 Finn Watkins Engineering, Inc. Phone 907-349-1851 Address PO. BOX 110443, ANCHORAGE, AK 99511-0443 Engineer's Printed Name CINDY W. ELLIS 5. DSD SIGNATURE Approved for I bedrooms. Disapproved. Date Conditional approval for bedrooms, with the following 7 25- o& 4 idy W. Ellis CE -toss _ Attachments: COSA Checklist X Septic System Advisory Well Flow Advisory Nitrate -Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report By: Original Certificate Date: 9-30-0c (rs« 11105) Municipality of Anchorage Development Services Department Building Safety Division On -me water & Wastewater Program 4700 Bragaw Sheet P.O. Box 198850 Anchorage, AK 995198850 www.muni.org/onslte (907) 943.7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: ROCKHILL BLK1 LOT 9 Parcel ID: 015 38217 A. WELL DATA We0 type PRI It A, S. or C provide PWSID # _ Well Log (Yft YES 1 Date completed 6127/81 Sanitary seal (Y/M YES Wires property protected (Y/M IYES Total depth 103 �t Cased to 103 8. Casing height (above ground) I2+ in. FROM WELL LOG AT INSPECTION Date of test 6127/61 i Static water level 60 & 59 rt. Well production 11 g.p.m. 7.9 WATER SAMPLE RESULTS: CoOfOmn 0 cobnlesh00 mL Nitrate 5.86 mp/L Other bacteria 0 colon .eWloo mL Arsenic: 10_005 mgn Date of sample: 611 OI06 Collected by: Rocky Trainor B. SEPTIC/HOLDING TANK DATA Tank Type/Materlal STEEL Date installed GJ23/2000 Tank size 1250 gal. Number of Compartments? Cleanouts (Y" YES Foundation cleanout (Y)M YES Depression over tank (YIN) NO High water alarm (YM) NO I Date of pumping 6/3106 Pumper A+ Home Services C. ABSORPTION FIELD DATA Date installed 5/23/20110 Soil rating (g.p.dA? or ifibdrrrr)1.2 System type DEEP TRENCH Length 40 fl Width 2.5 & Gravel below pipe 7.06 ! fl. Total depth 11.5 ft. ER. absorption area 565 Mon0oring tube YES pe pression over flak! NO Date of adequacy test &3WW Results (Pass/Fon) PASS For 4 bedrooms Flukl depth in absorption field before test 0 �, Water adde01807 gal. New depth 10.75 lo, Elapsed TIme:120 min. Final fluid depth 0_1n. Absorption rate » 600 g,p,d. Any reluvenatton treatment (past 12 mo.) (YIN 3 type) NO If yes, give date D. LIFT STATION Date instaAed NA 'Pump on' level at _ in. Datum E. SEPARATION DISTANCES Size In gallons 'Pump ofr level at_ in. Cycles tested SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankMft station on lot 103 Absorption field on lot 120 Public sewer main 100+ Sewer /septic service line 90+ Animal containment areas 100► Manhole/Access (YM) High water alarm level at Meets alarm & draft requiremer11s9 On adjacent lots 100• On adjacent kits 100+ Public sewer manhole/cleanout 100+ Holding tank 100+ Manurelanimal excrete storage areas 100+ in. SEPARATION DISTANCES FROM SEPrICMOLDING TANK ON LOT TO: Building foundation 10 Property one 80+ Absorption field 10+ Water main 100+ Water service One 35+ Surface water 100+ Wells on adjacent lots 100+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 50+ Building foundation 25+ Water main 100+ Water Service Ane 50+ Surface water 100+ Driveway, parking/vehicle storage 80+ Curtain drain None known Wells on adjacent lots 100+ F. COMMENTS. Tested the 2000 drainfield. It had been out of service, so a presoak was done in coniuncdon with the adequacy test (2807 gallons total) The sump at the end of the original drainfleld (1981) cannot be found. it is drainfield is G. ENGINEER'S CERTIFICATION I ceRly that I have determined Mvough flea inspections and review, of Municipal records Mat the above systems are in conhxmance with MOA COSH guidelines In eflifd on this date. Engineer's Printed Name CINDY W. ELLIS Date $' 2'5'� COSA Fee ELAW Waiver Fee S _ Date of Payment Q F17,� Date of Payment Receipt Number vl Receipt Number (Rev. 11/06) 0 I* W. Ellis CE.ms» 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 # 060417 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 9' of Rockhill subdivision. This inspection revealed a nitrate concentration of 5 �86 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. SCS Rett Client Name Project Name/! Client Sample ID Matrix Sample Remarks: 1061589001 Watkins Engineering Rockwell Blk 1 Lot 9 Rockwell Blk l Lot 9 Drinking Water i Ali Dates/times are Alaska Standard Time Printed Date rime 0882/2006 11:25 Collected Date/rime 08/10/2006 11:12 Received Date/Time 08/10/2006 11:45 Technical Director Stephen C. Ede Allowable Prep Analysis Parameter Results PQL Units Method Container ID limits Date Date htit Metals Department Hardness as CaCO3 ND Private Individual Analvsis Aluminum ND Antimony C Arsen' Np Barium ND Cadmium ND Calcium 1330 Chromium 2.36 Copper 9.76 Iron ND Lead 0.325 Magnesium 239 Manganese ND Phosphorus ND Chloride 20.9 Fluoride ND Potassium ND Selenium ND Sodium 130000 Silicon 7160 Silver ND Thallium ND Sulfate 15.9 0.100 mgtl. EPA 3532 B 0.100 mg/L EPA 3532 B 5.00 mg/L SM202340B C 20.0 ug/L EP200.8 C 1.00 ug/L EP200.8 C 5.00 ug/L EP200.8 C 3.00 ug/L EP200.8 C 0.500 ug/L EP200.8 C 500 ug/L EP200.8 C 1.00 ug/L EP200.8 C 1.00 ug/L EP200.8 C 250 ug/L EP200.8 C 0.200 ug/L EP200.8 C 50.0 ug/L EP200.8 C 1.00 ug/L EP200.8 C 200 ug/L EP200.8 C 0.100 mg/L EPA 300.0 B 0.100 mg/L EPA 300.0 B 500 ug/L EP200.8 C 5.00 ug/L EP200.8 C 2000 ug/L EP200.8 C 200 ug/L EP200.8 C 1.00 ttg/L EP200.8 C 1.00 ug/L EP200.8 C 0.100 mg/L EPA 300.0 B 08/10/06 ALR 08/10/06 ALR 08/15/06 08/17/06 MI I 08/15/06 08/17/06 MFI (<6) 0llemoG 0&I7/06 MII (<10) 08'15/06 08/17/06 MII (0000) 08/15/06 08/17/06 MI (<S) i 08'15/06 08/17/06 NUI 08'15/06 08/17/06 MI (<100) 08/15/06 08/17/06 NUI (<1300) i 0&15/06 08/17/06 Mil (Q00) 0&15/06 08/17/06 MEI (<15) 08/15/06 0817/06 NUI 0i1wois 08/17/06 MEI (<50) i 08/15/06 08/17/06 MII 08/15/06 08/17/06 MI (Q50) i 0&15/06 0&15AD6 Dsii (Q) 08/15/06 08/15/06 i DSII 0&15/06 08/17/06 MII (<50) 0&15/06 08/17/06 NUI (Q50000) i 0&15/06 08/21/06 hUI 0&15/06 0&17106 i NUI (<I00) 0&15/06 08117/06 i MEI (Q) 08115/06 0&17/06 WI (Q50) i 0&15/06 0&15/06 DSII �G SGS/CUE ENVIRONMENTAL SERVICES Drinking Water Analysis Report for Total ColiformBacteiia, READ INSTRuc noNS ON REVERSE SIDE BEFORE COLLECTING SAMPLE ^MUST BE COMPLETED BY WATER SUPPLIER " 13 PUBLIC WATER SYSTEM IDI XPRIVATE WATER SYSTEM Send R"Wb XSendMmice ...rr. r... rr.. rob/ .. • `3Go-3 hN.•e.r SAMPLE CO CTION: Dao: /V �W lo Tlm.: / /: / Z to PM Tnruported to Lab By Vsamo as collector Other: TO BE COMPLETED BY LABORATORY clumonts: q sem ReaWts • i 200 W. POTTER DRIVE ANCHORAGE, i�L; KA 89518 Tel: 807562-2343. Fax 80756153Q1 r tab FW Nn . 1064o" \ • �� Sam Mvke. � . . SAMPLE TYPE: I Routine ❑ Treated Water Repeat Sample Untreati d Water (refer.to lab no. 1 ❑ SamplgWvm so Igen ow•; Results may be lrveloble ❑ se tour WaAer Q Special Purpose • . .I 0. RUill'SAMPLE I Phone M I Fax M. I ...............................................................................:...............................•..............:............... BacterioloDiwi Water Anahmis Record:lowTnime: ent lI ADEC: MA104AUG(PU) RESULTS: ANC'. FBK JUN Analysis Bailin: Bf/0 06 /2y,.$�' TOW C*ft= ...I . Analyst Ti E. Cot I ' Sent lo CBettt.' ... Anaytleat Method:j MEMBRANE FILTER RESULTS: Phonad u Faxed Q i Dbkt Count Colorlleanow.c Wte L, i ' Membrane Fitter Verelcamn: We with: MMO-MUG(P/A) —Cr Satlsfactory nsaU$factory -' • . rMIG.Tw e..rwrrCrl• Reported Bir Data/I Imr.e— %V —d L 08 •ow.ra.e.r LOT 3 i 22" E LOT 4 I I I r � O ' LOT 9 I o' I m' X n +/ Z O h i /} x 0 CNI 00 rrI i / I N I L N � I X M' # z; rx_X_x x—X—X to w y '' I ao.2 Ln I n tl co to I LOT 8 a EXISTING v X a HOUSE w - 56. 76.9 3'0 15.0 0 Y ' l - I I � I 0 C I I ; r 22.2 :�:�:;�::•::' ::;'::•: 0000000 OF �0000 ✓:;;::;' �- p;? 49TH '90 © Q. �... ... ... Q� I 1.5' WIDE BLOCK 0 1 RETAINING WALL O.p .�..... .. ...... I ooa •,Ant Iman; 0 To OQ��e LS- 0 `aaO i '•.•� ,.•' rpo�G S 89'57'44" W 99.99' R=325.00 L=57.20 �DOp °�essionolo 0 0 0 0 �04000� CA O 0 (BARRY STREET) BARRY AVENUE NOTE: THIS DRAWING IS NOT TO BE MODIFIED FOIL USE AS A PLOT PLAN. EXCLUSION NOTES: It Is the owners' responsibility to determine LEGEND: SET FND OFDEeED ev: the existence of any easements, covenants, or restrictions 5/8'RB W/CAPD 5/r RB 0 KATHLEEN HAS TT which do not appear on the recorded subdivision plat. NOTE: 3.25' AL.MON. 0 MONUMENT Under no circumstances should any data hereon be used far HUB @ TACK p construction or far establishing property lines. FENCE- —x— X — SURVEY CERTIFICATION: LANTECH has conducted a OVERHANG - physical wrvey of this property as shown an this WOOD DECKS - drawing and that the Mntyline an situated enc there ASPHALTS- E DECKS- drawing are within the property Imes and there ASPHALT- 0 . menta exist other than noted. GRAVEL - A S— B U I L T O F: LEGAL DESCRIPTION: SEPTIC STANDPIPES- 5 AN & ONSTRUCTION SURVEYORS -PLANNERS -ENGINEERS WATER WELL 440 WEST BNSON RAGEEALASKA ANCH 9503 (907) 562-5291 LOT 9, BLOCK 1, WORK ORDER NUAUC. ZZ, 2OOB �R80-9 Yme �R O C K H I LL SUBDIVISION e 300— 2006—L—M80 BB;,B MUNICIPALITY OF ANCHORAGE Alk • -- DEPARTMENT OF HEALTH i£ HUMAN SERVICES Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. # D 15 - 34a - 1-1 ... ; a � 1. GENERAL INFORMATION Complete legal description ROC.V WL.L S�D RK 1 Loi °1 VtlaD Location (site address or directions) 62bl BARRY AVE Propertyowner leo N Day phone 727- 71403 Mailing address 6201 BA Q V_Y Ave qc?s lh Lending agency Day phone Mailing address Agent ' T-3 Li-- i L= M P 1T -F 2VNA411(Day phone Address - — Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 0 3. TYPE OF WATER SUPPLY: Individual well Community well Public water NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL' Individual on-site Holding tank _ Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. n -021.1N1) Font MOA,21 fJ 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 of this Health Authority Approval application 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. NameofFirm— 1od�Zn �ovrkLAKo� ��. Phone A7'? --6q/6 Address Engineer' 6. DHHS SIGNATURE �/ 1L_ Approved for bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: Additional Comments By: Date 3 — 7— 00 The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska.The DHHS does this as a courtesy to purchasers of homes and their lending institutions in orderto satisfy certain federal and state requirements. Employees of DHHS do not conduct Inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineers work. rets(P...W) e.k uwm i Municipality of Anchorage -v4' !� DEPARTMENT OF HEALTH & HUMAN SERk(tQt Environmental Services Division 'if) , 0�a 825 L Street, Room 502 • Anchorage, Alaska 99501 • (90344 Health Authority Approval Checklist oil N Legal Description: tc &--kh', 115 tn R k 1 LeT 4 Parcel I.D.: Z) 15 -- 3to2- 1-7 A. WELL DATA Well type IZ If A, B, or C, attach ADEC letter. ADEC water system number Log present (Y/N) Y Date completed 4-.27- 9 I V Total depth 1 d3 Cased to 10-:3 Casing height (above ground) 12 Sanitary seal (Y/N) / Wires properly protected (YM) IX FROM WELL LOG AT INSPECTION Date of test A,,27- e f L1/2 $ A `1 1 ' Static water level Lo 1� U Well production to 9 -p.m. 8 O.P.M. WATER SAMPLE RESULTS: Conform Nitrate JIG g t Y. 47V Other bacteria 1 e�'l_ Date of sample: 122 '2 " Collected by: 1 s B. SEFn JHOLDING TANK DATA Date installed 3/-V 14, Tank size 050 Number of Compartments -,Z_ Cleanouts (YM)_�L_ Foundation cleanout (YM) x Depression (YIN) _�L HI h water alarm (YM) _ Dated Pumping qfl Pumper C. ABSORPTION RELD DATA Date installed 313/' 9 t Soil rating (g p LV or ftVbdrm) l LtQ System type 11L,"41 cin i Length ya`Wknh 3- �i Gravel thiclowss below pipe n Total depth _$ F4 Effective absorption area 4U,2— Monitoring Tube present (YiNaiL Depression over field (YM) N Date of adequacy test AlIZAA1 Results (PaastFalq For �f bedrooms Fluid depth in absorption field before test On.); immediately atter.�Agal. water added On.): 5,& Fluid depth 4!5- _ (Ins) Minutes War. Absorption rate - > 4-6-0 g.p.d. Permdde treatment (past 12 months) (YM) N If yes, ghre data LI/ 72,028 (Rev. 3MB). U*1 pe4 rain' Vie -14,i., dPiL�" D. LIFT STATION Date installed Manhole/Access (Y/N) High water alarm level at* _ Cycles tested E. SEPARATION DISTANCES Size In gallons `Pump on" level ar 'Datum SEPARATION DISTANCES FROM WELL ON LOT TO: `Pump otr level at* Seplletholding tank on kri 1(73t On adjacent lots >) I&C> Absorption field on lot 12 O ± On adjacent lots ?b I &V Public sewer main NSA Public sewer manhole/cleanout 141A Sewer /septic service line 4 o t Litt station N iA SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Foundation I D Property One �t 10 Absorption field 5 Water maintservice line > a,3 Surface water/drainage t4 v Wells on adjacent kits I SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property One 1 10 Building foundation ? 20 Water maintservice line 7 Sty Surface water h1 a Driveway, parldnglvehicle storage area 7 50 Curtain drain N o Wells on adjacent lots F. ENfI1NEER'SCERTIFlCATION I certify fiat I have determined fhru held inspections and review of Munldpal recoAfa' fPf the sy}`wh are in corrlomtarrce xdM MOA ti.4A guldellnes In effect on Ws date...n Signature . r y Engineer's Name 1 o b b e" �� O r " ra :.A. "I T V \t9r�l., Data �i$-h Y7 HAA Fee $ Waiver Fee S Date of Payment Date of Payment !^ l0 , G tr Receipt Number "� r i Receipt Number 72.026 (Rev. 3r96)• MAY -04-93 18:24 FR01.:-CTE ENVIRON6_9TAL 5815331 T-494 P.03/05 F-385 ALME Envitonmemai Services Inc. CUF ReP.# 991741002 Client POa Client Name Tobben Spurkland P.E. Printed Date/Time 05/04:99 14 20 Project Name/# NIA Collected Date/Time 04128!99 10:20 Client Sample ID Lot 9, BK 1, Rockhill Received Date,Timc 04/28/99 11:45 Matrix Drinlang Water Technical Director: Stephen C. Ede Ordered B> PR'SID 0 Released Bl' Parameter Rascal is P06 units Matnoo ALL0.40le Prep Ara l yl is Limiti Date Date Init TotaL COLHOT 0 cot/lcomL Spla 92228 04/23/99 KAP aiirate•N 4.89 0.500 WA EPA 300.0 IC van 04M/99 D4i23i99 SL LAY -04-99 18:25 FROV-CTE ENVIR0R6_NTAL 5615301 T-494 P.05/05 F-386 CME Environmental Services Inc. Laboratory Division r�i�uv/fr•�rr/�rrrruswrrrurr��rrrrrrr�vr� arinkin, Water Analysis Report for Total Coliform Bacteria AFa I)r.vSTRL'CTIO.N'S O.Y R£3 ERS£ SIDE BEFORE COLL£CTI.VG 5.4mn4F 11%, it `tLST BE CO�fPLET'ED BY V:ATE-R—SSUPPLItKK c PUBLIC %%ATFRSYSTENI1.D.Of t�.�—LJ--I 1j{ PRIVATE %% AUR SYSTEM C Sn.d RY,ults ❑ Send lnwtee 0 121 A b1c� ar..... ar �, •.Y aYl C Sena NrtWn C Sendfnwice cv..n..m l y Egi (zT�! SAMPLE DATE: Month Day Year SAMPLE TYPE Routine U Treated Water ❑ Repeat Sample (for routine sample Entreated Yater pith lab ref. no. �� ) C Special Purpose rime Collected SAMPLE LOCATION Collected By Comments enr toot 200 W. Potter Drive Anchorage. AK 99518.1606 Tec (9071562.2343 Fax t907) S61-5301 M_ Analysts shov.s this Wa%r SAMPLE to bc. c1 Satisfactory C Unsatisfactory C Sample over 30 hours otd, results may be unreliable C Sample too long it, transit. sample should not be over 4S hours old at examination to indicate reliable results. Pleaic send new sample via special live matt. Date Reteised TimeRecelsed Analysis Began Co3V Analytical Method: er ` Membrane Filter in MIO-NIL:G teSUli• Anal)ST 991 741-21 22 Fbl.s J..n ❑ ..... ....�... .... Faced Date Time . Client notified of unsatisfactory reauln: ❑ ❑ Phoned spore -till Fax,d Daa Tir•c gAc-rFRIpLOG1CAL NVATER ANALYSIS RECORD ?1Nf0-.%tUC Resulr. Total Coliform E. Colt fj Colomcer100 ml Membrane Filter. Direct Count r, rt.- �„ ,,,,,ry•, ra c._•, %trlllCalidni LTB _ BGB COLIFIRNI utl •tn•,rdw.:na Fecal Coliform Cunfirmatioh _ Final Membrane Filler Rcsuhs Coiforrv100 m: Rrpor1e4 Ry . Date Y L4 Tims 1 %-36 hr, • r%' MUNICIPALITY OF ANCHORAGE 5/ DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date44A&_CJ9 '6 1. GENERAL INFORMATION 2. (a) Legal Description (include lot. block, subdivision, section, township, range) -Lo-r q BKT ac__k6iK cje-t- j -NR3'a:/ Location (address or directions) (b) Applicant Name Telephone: Home _7146=17—AQ Business Applicant Address LO ^ / •�"�rL`� (c) Applicant is (check one): Lending Institution ❑ ; Owner/builder be; Buyer ❑ ; Other ❑ (explain); (d) Lending Institution G• _"• '14�tvTelephone Address•J�'t ,,, (e) Real Estate Company and Agent �—Y9JR ne Address Telephone (1) Mail the HAA to the following address: TYPE OF RESIDENCE Single -Family Multi -Family❑ Other Number of Be///drrooms !9—L� j� ir/�7i�Ar 3. WATER SUPPLY Individual Well Community ❑ Public ❑ Note: Ii com unitywell system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite Public ❑ Community ❑ Holding Tank ❑ Not.ifcommunitywell system. must have written confirmation from the State Department ofEnvironmental Conservation all sting to the legality and status. 72-025 411,84) Page 1 0l 2 11�%. eon%� 5. ENGINEERING FIRM PROVIDI, .. INSPECTIONS, TESTS, FILE SEARCH, D. A 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. en [y Name of Firm �'^ K '' Telephone Address / �� [✓� �� 1.4 Date 6. DHEP APPROVAL ?10 OF nth;!!( �... 0 •........ rtn� N . 2225-E .?•i It1•U • % IUN: 25, 1971 • :1 r ' (/ Approved for 'bedrooms by �` Date Approved _X__ Disapproved Conditional Terms of Conditional Approval n CAUTION Engineer's Seal 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.'541 I (0�1 OMAN A uNlgp,417 MUNICIPALITY OF ANCHORAGE (MOA) ENVfRDpfPT pf M� r;C), HEALTH AUTHORITY APPROVAL (HAA) OE, ti N�f I CHECKLIST- FEBRUARY ISM r FRr)ir0UD310iid lV!lV3YVN0211At�9 TfCTipN 264 4720 T �NLTV3H d0 'ld3G 1 ` Legal Description: bO�� k+^ i ftwmn SEC- '!E7aA1N4V--5W- A. WELL DATA ECEI QED Well Classification RES If A, B. C,,D.E.C. Approved (Y/N) N%A Well Log Present (Y/N) — Date Completed G -22- V Yield 1 D OrAYN Total Depth —L"— Cased to _LOQ Depth of Grouting N Q N A Static Water Level 6 ( Pump Set At I_pTTON4 N Casing Height Above Ground Sanitary Seal on Casing (Y/N) y Electrical Wiring in Conduit (Y/N) Depression Around Wellhead (Y/N) N Separation Distances from Well To Septic/Holding Tank on Lot 103 ;On Adjoining Lots —> f o.e To Nearest Edge of Absorption Field on Lot On Adjoining Lots %..O!o To Nearest Public Sewer Line N 01le,_ To Nearest Public Sewer Cleanout/Manhole tV OSIS— To Nearest Sewer Service Line on Lot Water Sample Collected byT! S _ ; Date &0/10 L Water Sample Test Results Comments B. SEPTIC/MOLDING TANK DATA Date Installed ,3'3)l 81 Size 19660 ' No. of Compartments Tob0 Standpipes (Y/N) TyoO Air -tight Caps (Y/N) y Foundation Clean/out (Y/N) Y Depression over Tank (Y/N) N Date Last Pumped Pumping/Maintenance Contract on File (Y/N) A ; for IVIA Holding Tank High -Water Alarm (Y/N) K1A Temporary Holding Tank Permit (Y/N) WA Separation Distances from Septic/Holding Tank To Water -Supply Well i o s To Building Foundation To Property Line ;L C ♦ To Disposal Field To Water Main/Service Line i ro To Stream, Pond, Lake, or Major Drainage Course NONE Comments Page 1 of 2 72-026111,84) C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata 1 Oa Type of System Design T 12 C NGFi Date Installed 3. 31• 81 Length of Field HZ 4" Width of Field 3' y r Depth of Field r.. Gravel Bed Thickness Square Feet of Absorption Area Standpipes Present (Y/N) T tXi O Depression over Field (Y/N) N Date of Last Adequacy Test e'����tb Results of Last Adequacy Test �4fiFOJ( 13os"aNri Separation Distance from Absorption Field: To Water -Supply Well 1AV To Property Line To Building Foundation .20 To Existing or Abandoned System on Lot NON E ; On Adjoining Lots > 50 To Water Main/Service Line—i /^. S. LEfiAL DRIPTI DA.c RECEIVED INSPECTION APPOINT NT -Z 1 . TIME TIME �'j'� / 1 e. TYPE OF RESIDENCE n ., Aao DATE OA DATE ❑ Two >:. Five ❑ MULTIPLE FAMILY ❑ Three ❑ Six INSPECTOR INSPECTOR INSPECTOR MUNICIPALITY OF ANCHORAGE MUNICIPALITY OF ANCHORAGE ' DEPARTMENT OF HEALTH S ENVIRONMENTAL PROTECTION DEPT. OF HEALTH & EMIIRONMENTAL P. OTECTICN 826 L Street - Anchorage, Alnke 99501 • ENVIRONMENTAL SANITATION DIVISION AUG ] 3 9981 Telephone 2644720 pp �((' [[ II �// [[ REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEW�ItitA6URXI G D DIRECTIONS: Complete all parts on page 1. Inconplaw requsss will not W proawed. Please allow ten (101 days for processing. 1. UMPERTY OWNER PHONE ❑ PUBLIC UTILITY M GG ADDRESS A, �� ^ 4-16 D Y PROPERTY RESIDENT Alt ddferent from above) e PHONE C -O 7- 0 7 2. BUYER PHONE ii AvWA) MAILING ADDRESS 3. LENDINO I TITUTIONPHON n MAID AD E 4,15 4. REALTOR/77 NE MAILING ADDRESS S. LEfiAL DRIPTI / flc -Z STR T LO ATION �'j'� / 1 e. TYPE OF RESIDENCE NumouR OF BEDROOMS ❑ One ❑ Four ❑ Other SINGLE FAMILY ❑ Two >:. Five ❑ MULTIPLE FAMILY ❑ Three ❑ Six 7. WATER SUPPLY INDIVIDUAL' "ATTACH WELL LOG. A well log is required for all wells drilled ❑ COMMUNITY since June 1975. For wells drilled prior to that date, give well ❑ PUBLIC UTILITY depth (attach log if available.) & SEWAGE DISPOSAL SYSTEM 00�, INDIVIDUAL/ON-SITE" !9g/ YEAR ON-SITE SYSTEM WAS INSTALLED. ❑ PUBLIC UTILITY NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72010 (Rev. 6/79) ' r THIS SIDE FOR OFFICIAL USE ONLY 1. TYPE OF RESIDENCE ❑ SINGLE FAMILY ❑ MULTIPLE FAMILY NUMBER OF BEDROOMS ` ❑ ONE ❑ THREE ❑ FIVE ❑ OTHER ❑ TWO ❑ FOUR ❑ SIX 2. WATER SUPPLY ❑ INDIVIDUAL ❑ COMMUNITY ❑ PUBLIC UTILITY Connection Verified PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM ❑INDIVIDUAL/ON -SITE ❑PUBLIC UTILITY Connection Verified PERMIT NUMBER DATE INSTALLED INSTALLER ❑SepticTankor ❑Holding Tank Size: If Tank is homemade give dimensions: SOILS RATING TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES WELL T0: Septic Holding Tank Absorption Area Sew r Line Nosiest Lot Line Absorption Area to nearest Lot Line b. COMMENTS AZ"h— I't APPROVED FOR BEDROOMS ❑ CONDITIONAL APPROVAL (letter must accompany certificate) ❑ DISAPPROVED DATE 9-C/-yj BY IR .' �O n �a CONSULTING ENGINEER � G3G3dQGv1D� PvEa 03W. 15th AVE "C" SUITE 203 �2ANCHORAGE. ALASKA 99501 TELEPHONE: 19071279.3916 SE P T I C S Y S T E M A D E Q U A C Y T E S T n.. LEGAL: LOT 9, BLOCK 1, ROCKHILL �,. ..4�. ':`ptT: LOCATION: 6201 BARRY AVENUE r •7: ; *:49TH OWNER: DONALD CARLSON /.. ,. y: o. 2225-E RESIDENCE: SINGLE FAMILY, FOUR BEDROOMS rj'V^JUNE 25. 1971 WATER SYSTEM: ON SITE WELLN0*0 A L E%,^G" SEPTIC SYSTEM: FROM MUNICIPAL RECORDS: TANK: GREER STEEL, TWO COMP. 1000 GAL. ABSORPTION SYSTEM: TRENCH ABSORPTION AREA: 420 SQ. FT. SOIL RATING: 100 INSTALLATION DATE: MARCH 1981 DATE OF PUMPING: JUNE 10, 1986 DATE OF TEST: JUNE 10, 1986 TEST PROCEDURE: SYSTEM WAS INSPECTED AND MEASURED. TANK WAS FOUND WITH 2 FEET OF COVER AND 49 INCHES OF LIQUID DEPTH. TRENCH MONITORING TUBE WAS 8 FEET DEEP WITH 46 INCHES OF LIQUID. CLEAN OUT BETWEEN TANK AND TRNCH WAS FOUR FEET DEEP. WATER WAS ADDED TO THE CLEANOUT AT A CONSTANT RATE OF 7.5 GALLONS PER MINUTE WHILE THE WATER LEVELS IN TANK AND SUMP WERE MONITORED. THE WATER LEVEL IN THE SUMP ROSE 26 INCHES IMEDIATELY AND THEN REMAINED CONSTANT FOR THE REST OF THE TEST THE WATER LEVEL IN THE TANK DID NOT CHANGE. A TOTAL OF 900JGALLONS WERE ADDED TO THE TRENCH WITH NO SIGNS OF BACKUP OR STRAIN ON THE SYSTEM. TEST RESULT: THIS SYSTEM MEETS THE CODE REQUIREMENTS OF THE MUNICIPALITY OF ANCHORAGE. The operational life of all septic systems depends on the local soil conditions, 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 this septic system. We can therefore not give any estimate of how long the system will continue to meet the operational requi- rements of the Municipality and State. 1