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SEA TURN BLK 1 LT 7
ea Turn Block 1 Lot 7 #017-121-48 nnoA _ Municipality of Anchorage Page of 3 DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 0 Anchorage, Alaska 99519-6650 0 Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: &Vq �0�33PID Number: _ CSI q'('j I L 9 Name: trArIZfLr �e G1 Waslewater System: ❑ New 10 Upgrade Address: r em. 49 ' $oo E_ ©(Meup e7cnTG 3.-640 ABSORPTION FIELD Phone: SZ.` 2"�Q No. of Bedrooms: ❑Deep Trench ❑Shallow Trench 718ed ,Mound ❑Other LEGAL DESCRIPTION Soil Rating: Q Total Depth from ori y^ I grade: r V GPD/Sq. Ft. V Lot:Block: Subdivision: SepsTU2nI Depth to pipe bottom from original grade: 0-2.5 PT PrBOVE, Gravel depth beneath pipe Ft. 15' Ft. Township: _I Range: Section: Fill added above original grade: Gravel length: 2-(D Ft. 41 Ft. WELL: ❑ New ❑ Upgrade Gravel width: 19 Number of lines: 4 Distance be v+eon lines Ft. Ft. Classification �(Privatee, A,B,C): Total Depth: IN161 �"�. Cased To: Total absorption area:: �j +_4.9 Pipe material: A191W �M7 Fl. Ft. SQ. Ft. SP34 PVe Driller: ate Drilled: Static Water Level: Installer: Date installe : Yield: Pump Set at Casing�2fg bove Ground: TANK GPM FL Ft. SEPARATION DISTANCES r/Septic El Holding ❑ST.E.P. To Septic Absorption Llfl Holding Public/Private Manufacturer :��, Capacity in gallons: From Tank Field Station Tank Sewer Lines I/ �t� I rt_4^ , is go Well f `T4v^ t D 4 Materjal f t C� r�r✓V Number o�mpartments: Surfac Watere Nt2vi -�� _ ®_ LIFT STATION '6"— -'� Lot Line�— Size gallons: Manufacturer: - Foundation n �r 'Pump on" level at: "Pump oTf el at High water alarm at: Curtain • I� iv Pump Make&Model Electrical Inspections performed Drain Remarks: BENCH MARK -- Location and Description: C DIJGP i B/kse— OF- t�C tL iAl.1/Ivt1� 1 la`t fa S I T e Assumed Elevation: CX) — e®® VAL ENGINF� n 1 s III2l qZ a Inspections performed by: P(A^j �Wi'4rtes: 1st3 '/9t ,. 2nd rC' J MARK W. PEAR -ON ,.F. Department of Hea h nd Hum Services appya CE 7760 s Reviewed and approved by: - `— Date: 72-013 (Rev. 9/91) MOA 25 Permit No -�3$3 Page Z of 3 Municipality of Anchorage DEPARTMLPLOF HEALTH AND HUMAN SE:RVICESt ENVIRONMENTAL ERVICES DIVISION P.O. Box 196650 • Anchorage, Alask 99519-6650 • Telephoni: 343-4744 *-Site Wastewater Disposal Syste and/or Well Insper�tion Report Legal Description: �ie2 I yr n S ' o(_�- PID No : \ • T1 Coco x ST 2 (HOLE RESERVE AEA\1;TERCLE 72-013 A (Rev. 9/91) MOA 25 ENTI� r /f �1 ;A , MARK W. PEARSON r Q 7760 `L1,� GVJIWCg- TI E:s Qr;-Gk. coe�R-S e lL �wmGnIT Go.# -1 Zl,la S-Fa1 51.4 Lto,2 GTat2 G-,6.2 145 ,.0 ca&Z ql�.L} L+8.4 2- 4115- r -o � 251 $ 3212 VA74- I 31.8 CIL�1*S Zo,B 4o,a Co 0'1(0 3". + 72-013 A (Rev. 9/91) MOA 25 ENTI� r /f �1 ;A , MARK W. PEARSON r Q 7760 `L1,� Permit No. 'GW92-03c63 Page Of Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 9 Anchorage, Alaska 99519-6650 9 Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report 5 e, HOUSE Legal Description: PID No.: co .............. .... ........... .. ... .. ............................. ..................... ....... ...................................... ...... .... .. ...... . .................. ......................................... ............ ............... .................... ... ....... ........ ................ .......................... .. .. ..... .... ...... F STI ...... ...... . ... .... .. ... . ... :2 ST CO 2 Co. 3 0 V) ........ .. 11.'� ... ....... .. .................... ....... — ...... ...... ...... - ....... .......... ............. ............ : .... ................ ........................................................................................ ...................................... CO 4 ........... ... ......... T_\ CL (D CL CO 5 ........... ...... 0 40 ;o MARK W. PEARSON CE- 7760 Jr 72-013A(1/93)' 0 PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW920383 DESIGN ENGINEER:MOUNTAIN ENGINEERING OWNER NAME:HONCHEN LARRY G & OWNER ADDRESS:800 E. DIMOND, STE 3-640 ANCHORGE, ALASKA 99515 PARCEL ID:01712148 LEGAL DESCRIPTION: SEA TURN BLK 1 LT 7 LOT SIZE: 60149 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 DATE ISSUED: 1111419240 EXPIRATION DATE:11/1Y93 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD SYSTEM 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 FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: 1. A 10' LENGTH OF SOLID PIPE MUST BE USED AT "T" TO TRENCH TO PREVENT OVERLAP OF ABSORPTION FROM TWO TRENCHES. 2. PROVIDE PROTECTION FROM FREEZING TO CONNECTING PIPE WHICH CROSSES DRIVEWAY. 3. S.T.E.P. TANK MU _BE/1500 GAL. TOTAL CAPACITY (INCLUD- ING PUMP POR�Wi" RECEIVED BY: ISSUED BY: ei Sb DATE: _ I (/ �,F � T2 - DATE: Z DATE: // - l b - � v_ MOUNTAIN ENGINEERING 3868 Shannon Circle Anchorage, Alaska 99508 (907) 562-1500 November 18, "1992 - Municipality of Anchorage On -Site Services P.O. Box 19-16506 Anchorage, AK 99519 Dear Sirs: Re: Seaturn, Lot 7, Block 1 Yesterday we began construction on the replacement drainfield for the above referenced lot, that was permitted as per our design dated 10/10/92. The trenching began on the south end and progressed to the north. As the excavator (Carl's Excavating) reached the north end of the test hole 30 FT radius, we encountered water at a 5 FT depth. The groundwater would require a mound system where we had planned a shallow, wide drainfield. After consulting with the homeowner, we would like to amend the design to install a bed in the vicinity of Test Hole #2 (see attached revised design dated 11/18/92). Note that this design will also eliminate the need for a lift station. c Please contact me at 5621500 if you will :need any additional information. Sincerely, MOUNTAIN ENGINEERING Mark Pearson, P.E. /) X�-a �' Q /4 v s®olAaeS uewnlq 12 4;lu0H ';d9() 86eaoyauy;o A;lledlolunW ?6610 l AON 03AHAd 4- (V -,,ii umunow C14 0 o 16 s /-�0 Nl m� u ch \' w ' T c w / w r U A vi x Y - / w¢ m H i U _ / WEl J — p 7 m p�m(� WWm c)�p OFm001-. >zm / rJ JM oa / / ¢ O 7 Z �t UI (L7 N x 7 Z J Q Cy 3 m Y G � Q CW] a - a O El W � Y 3 LU W Z o ,r ��A LD W a ¢ ¢ W W<<' Pc``4•J O J o x w -,,ii umunow C14 0 o 16 s /-�0 Nl m� u ch \' w ' T c w / w r U A vi x Y - / w¢ m H i U _ / WEl J — p 7 m p�m(� WWm c)�p OFm001-. >zm / rJ JM oa / / ¢ O 7 Z �t UI (L7 N x 7 Z J Q Cy 3 m Y G � Q CW] a U J a¢ El W � Y 3 H Z w Y W Z o Lu U O W W LD W a ¢ ¢ W W<<' LD QN o O J o x w � WwW mN z Z J Q L N -,,ii umunow C14 0 o 16 s /-�0 Nl m� u ch \' w ' T c w / w r U A vi x Y - / w¢ m H i U _ / WEl J — p 7 m p�m(� WWm c)�p OFm001-. >zm / rJ JM oa / / ¢ O 7 Z �t UI (L7 N 7 Z J Q Cy N D m j ¢El I W c� CW] a El N w S w w a¢ o � W W U O ~ � J Q L Q S_ W c)s Q L w o¢ LU Z LJ 0— r--iLU Q S w N E U W U W N H N c'� �izi<oW �Ld0,U,- Nw -J LJ U.-. _1(Z Q. Q O 3 < U JC Zr-r J� J Wti OK JZ Q w O U w Q r -r MOUNTAIN ENGINEERING 3868 Shannon Circle Anchorage, Alaska 99508 (907) 562-1500 October 10, 1992 Municipality of Anchorage On -Site Services P.O. Box 19-16506 Anchorage, AK 99519 Dear Sirs: Re: Seaturn, Lot 7, Block 1 The purpose of this letter is to provide the required design narrative in support of our application for a permit to upgrade the septic system on the above referenced .lot. Attached for your reference are the soils log, percolation test results, a site plan, and design drawings. The existing drainfield on the lot has failed, and overflows periodically. We have performed soils logs, groundwater monitoring, and percolation testing at the locations indicated on the design drawing. For test hole #1, the resultant percolation rate was 5.8 min/inch. A small seep of groundwater was encountered at 9 FT, and 'the water level in the monitoring tube was 9 FT at the conclusion of the monitoring period. A shallow drainfield design was chosen. To be conservative, we have used an application rate of .8 GPD/SF. The house has four bedrooms (an upgrade from the 3 indicated on the original permit), and the required absorption area is 4 X 150 / .8 = 750 SF. We have elected to use a trench width of 5 FT, length of FT, and a gravel depth of 4 FT. Total system depth from the exi, ting ground surface is not to exceed 5 FT. 4 Kf The topography of the lot in 'the vicinity of the proposed drainfield slopes towards the northwest 5%. The house is on a private well, indicated on the site plan, and there are no other wells within 200 FT of the proposed system. Please contact me at 562-1500 information. Sincerely, MOUNTAIN ENGINEERING ask Pearson, P.E. if you will need any additional OsBujawww 'HumasuosuR uumuno" �I 4 ^ a— o De FJ G 3Z awL) (� aw w O ZH> LLIHiQ Q Q� W _j 0 4 J Q 5 0 O) Ltj - K CL L�-Uw N Gl7��d YPppyy �s Z W Yr N W J J J= El w XUp~ 2 W = FF uLl W F J W W U NZ3Q W X 0 wawa U Jw-D U W U � u W Q z - _ I /� f q S q LJ W . m W I- W Iy Z N JlD U -- /- � W J W U J d w a W H Z z UOW Q Q N Lo Fj \ H LL LU J J lYNO F- E� tiw cc zzw oR oQ / W Q -L Zz~ war-zcn c W c UN '"zom w3z / l K w Q U O N W / jV 0UDI-_J LJ ui i. -J a.QQ WH Vi QJ �QF-U�i U J WL_UCL J7 (506INEER'$ SEAL} Municipality of Anchoragea-IN, DEPARTMENT OF HEALTH & HUMAN SERVICES,.. 825 "L" Street, Anchorage, Alaska 99502-0650 Ittitt� o` MAIM W. PARSON LS IL.S LOG m PERCOLATION TEST t�;,,^, CE - 7760 PERFORMED FOR: 1 n+O \CIY -vl) DATE PERFORMED: LEGAL DESCRIPTION: ,/ff,� Urn , Lo- r Township, Range, Section: IKF-eV1' wltt7�-=Nllb" SLOPE SITE PLAN Tom --1 1 ' / yyy 2 3 4 5 7 8 " 4 9 10- . r 11 12 er13• + 14 15- 16 17 18 19 20 COMMENTS WAS GROUND WATER ENCOUNTERED? ' S IF YES, AT WHAT 1 L 0 DEPTH? P E Depth to Water Aller 1 monitoring? Date: ID 1O Q� n 11 PERCOLATION RATE 51 8q_ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEF{_ FT AND _j--_ FT PERFORMED BY: ," wL/K, �I MS—e. ?E02!!SVV1 CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:—.�'✓��� Z 72-008 (Rev. 4/85) e Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 82.5 " L" Street, Anchorage, Alaska 99502-0650 f iv CAOI�R LOG —PERC®CATION TEST PERFORMED FOR: DATE PERFORMED - LEGAL DESCRIPTION: j3l. Township, Range, Section: SLOPE SITE PLAN 1 ' 2 4 5 7. 8 V r I d4wr e► 9✓ I 10 WAS GROUND WATER ENCOUNTERED? ye -14 11 NetDrop �1 S r IF YES, AT WHAT��, "� DEPTH? {s_T ��-(/_ 1P 12 - 13 Depth to Water After (V I Monitoring? Dale: 14- 15 16 17 81920 18- 19- 20 COMMENTS ,y �n PERCOLATION RATE Gil L• (minuleslinch) PERC HOLE DIAMETER r TEST RUN BETWEEN — 21 FT AND 3— FT -b 12a r 2 . U9112.e S&A Vq-q .. PERFORMED BY: _Iy\©lM•tC.4' �+�C� I -C \4C =PZ!S�N CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) NetDrop ,y �n PERCOLATION RATE Gil L• (minuleslinch) PERC HOLE DIAMETER r TEST RUN BETWEEN — 21 FT AND 3— FT -b 12a r 2 . U9112.e S&A Vq-q .. PERFORMED BY: _Iy\©lM•tC.4' �+�C� I -C \4C =PZ!S�N CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) i% 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 NAMEiIP�HONE IKI�EW I-OU44( GX70 ` �o%�" 7�G� []UPGRADE MAI LING ADDRESS LEGAL DESCRIPTION ,Cot /17 Bloa A/ <-I Z;160/11 Aud. LOCATION 11-C,C�/1/ � NO. OF BEDROOMS ~ DISTANCE TO: Well � . Absorption area J p g '�w Dwelling PERMIT NO. Uy /�a f // ff 6' .74 _ 6C-;(2�G' _ 1- z Manufacturer Material No. of compartments Cn Liq. capacity in gallons / IF HOMEMADE: Inside length Width Liquid depth 7�)f_) A) y 02 DISTANCE TO: Well �� Dwelling o PERMIT NO. ®z Q i -H _ Manufacturer Material Liquid capacity in gallons _j a Z Well , DISTANCE TO: ��''tt No. Foundation ; Nearest lot line "French PERMIT NO. _j a ¢C7 of lines Length of each line Total length of lines / rte) width U riches Distance between lines —` DC F- Top of tile to finish grade -- Material beneath tile Total effective absorption area D 2 '{- inches A 2` Length Width Depth PERMIT NO. W Q F- a, W Type of crib - Crib diameter Crib depth - - Total effective absorption area Lu DISTANCE TO: Well Building foundation Nearest lot line J W Class DISTANCE TO: Depth Building foundation Driller Sewer line Distance to lot line — Septic tank PERMIT NO. Absorption area (s1 OTHER - - PIPE MATERIALS PVC tj Ice,; -i - 4 ;rc ; ' p 1 Ve /�lasfe�- Ne)�et- -�,(, I�-3c>64 f' :� rG SOIL TEST RATING — -- - _-7 VL U:3 - WL � C1 S I;•e.l7/. INSTALLER7-0 -^ / 0m 4AP - •�!.;. . _ REMARKS ali /44) C/ :AELZZ jy — - - Ci Sx?Gc'1 �! ���)1f01dLc ��?LI�AN OF �i'�Ey� emMDm���q��j Vi-y�VV 1- ��-/mm$�o g * Q PWaal DAIbp2r&A m ANDD m00DD D m m S: d �` o ass°om• m � f � � - 0. Ul tt '44ow — -- — m c, p APPROVED coot- - ^p° DATE LEGAL 71-013 (Rev. 3/78) �9 I nox 1360, s vrA t 1 ouprE A ANull >'Ia.I G E:, ,Al.AE!s -% "9502 SIX INCH WATER WELL DRILLED AND CASED OUT TO THE DEPTH OF DRILLED AT THE RATE OF .,.70.00 PER FOOT. PROPERTY OWNER 'Ul & M"Can�ut & Ui1k.L HOnche> 276-5566 LOCATION OF WELL SITE %A• 7 Bim• SuG����„�rJ DRILLER Bela. CLa" of Pamput Wow. WELL. LOG: p_..... 23' Clay. IAy.Lth 4N 4,ui4 guwe.i.. _ 4-- -68' S.i.t.t44=4 94aued.. 15% c tal b.inde.�" — 68---117' Ha44paAo A co,sea ted grave L. 717_-1261 A wet o"(. 11. q,twet. �..�.T w 126-1311 Watch. beaA.tnq. g,twa with good c,LmL cau44e_ v=te/ iat ./tOin 129 to 13100 80 �ezt ®� waw .��nd taq 4n. cz44A a" bat to n.. Oa teh. WdaCt.Oa 4howli 75VI17+ 3/4 Hat-oe 4at*444-ibU p.0 * 4hoa4d be 4JW t.a.l.Ued ten Aa a" botto/no C04,t q j)44ZLing.: 3248-x•00 MUNICIPAL" Of ANCNOMQW OEPt. OF MEkLT"8,'IION C04 -t. 0� Weu Seat,: 422.50 ENVIRONMENTAL SEP 1 g 1980 RECEIVED COST INCLUDES ALL LABOR AND MATERIAL FOR COMPLE"TION OF SAID DRILLING. WRITE CHECK PAYABLE TO RAMPART DRILLING WORKS FOR THE SUM OF THANK YOU VERY MUCH. BERNIE CLAUS -917 RAMPART DRILLING WORKS SeP4 15.tho GE^P 1%0' PER MONTH WIL.I, DC ASSESSED ON PAST DUE ACCOUNTS. 6HRVICE CHAR 00 39dd iiom3mn v N3HONOH LZIZLzS406 LL:0T 966T/ET/50 ]'-I [-I r-4 I 1 I F" 1=1 L - I T °r' Cl F- t =1 r -a C: t--9 ID f-' 1`1 Ca E�_ DEPFIRTMfNT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 `L' 'STREET, ANCHORAGE: Fir'. 999 .--1 264-4720 L.-1 E 1._ _ L_ 1=1 r-4 CA 1111 r-4— - I T E E 1.•4 E F: F'E: F: rpt I T PERMIT FJO. 1, 800442 APPLICANT LARRY G. HONCHEN 101E 14. ETH FIVE SUITE 415 276-5566 LOCATION ZIRCON LEGAL L781 SEATURN LOT SIZE 60000 ,QUARE FEET TYPE OF SOIL AE'_ORPTION SYSTEM IS: GRAINFIELD MA;>;IMUM NUMBER OF BEDROOMS = _ SOIL RATING 4SG! FTr•'BR?= 275 THE REQUIRED '=SIZE OF THE SOIL ABSORPTION SYSTEM IS: E-sEr- Thi= 15 1_Er-41_23TH= ::L:]L.vS 1aF:F i%.'EL-. CNEF•TH= THE LENGTH DIMENSION I S THE LEI -40TH (IN FEET) OF THE TRENCH OR DRA I NF I ELL:. THE DEPTH OF A TRENCH OR PIT IS THE DI_TANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXC:AVAT ION - r I N FEET?. THE TR:Er-•10H L4 I CDTH I - 1._14T--11-,11.1 FE=ET. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE ANC: THE BOTTOM OF THE EXCAVATION :.IN FEET?. FRO E1_!1_1 I FRO ECR E.EF'T 1111: TFir-4P%: E. I 2!E= -1 r_--lC-:11;-1 rat=i LsL_RDr•.1 PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION I NSPECT I OtaS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER BER C iF RESIDENC:E= THAT THE WELL 14ILL SERVE. - — -- -T [..11111 < '.2` > I r -d F" E 0 T 10 r-4 E, 1=1 F:' E F: E=1_ ! IJ I F: E Iw:. BACf+.FILLING OF ANY SYSTEM WITHOUT FINAL INSPEC:TION 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 I -JELL OR :150 TO 200 FEET FROM A PUBLIC: WELL DEPENDING upor•d THE TYPE OF PUBLIC WELL. MINIMUM DISTANCE FRC iM A PRIVATE WELL TO A PRIVATE SE14ER LINE IS 25 FEET AND Ti i A COMMUNITY SEWER LINE IS 75 FEET. 4 -JELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 DAYS OF THE WELL COMPLETION. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRICTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. 1=8EwF:r-1 I T E:=_:F"' I F:E•= GE111:Er•DE EF: _:� . :�:111y I CERTIFY THAT 1: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON ITE SEWERS AND WELL'S AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODE_. : I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM STEM MA'•r REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN s BEDROOMS. SIGNED: -- _� IPP I C ANT LARRY G. HONCHEN ISSUED BIV.: - -f�`=--- 1 11i�%-----/�--------GATE---C V4. 0 0 1SOILS LOG MUNICIPALITY 01: ANCHORAGE ® �.e DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION J" PERCOLATION TEST 4F Pouch 6-650, Anchorage, Alaska 99502 276-2221 SOILS LOG — PERCOLATION TEST PERFORMED FOR: DATE PERFORMED: t LEGAL DESCRIPTIOIDEPTH %— SLOPE SITE PLAN 1 I L 1 I- _' 4- 6- 7 6 L '� �T-- a Iv', 9 I 10, 11 - WAS GROUND WATER I S ENCOUNTERED?L 0 C- �` — , i l i 12 IF YES, AT WHAT I E I. 13 DEPTH? ( 14-- is, 4 - 15 - 16eMe.�����O�Q sPd.0 19 - %## IWO O. Talbot iOf Reading Date Gross Time Net Time Depth to Water Net Drop - I t y- Z� 3/g, i � I - 10, 11 - WAS GROUND WATER I S ENCOUNTERED?L 0 C- �` — , i l i 12 IF YES, AT WHAT I E I. 13 DEPTH? ( 14-- is, 4 - 15 - 16eMe.�����O�Q sPd.0 19 - %## IWO O. Talbot iOf Reading Date Gross Time Net Time Depth to Water Net Drop - t y- Z� 3/g, 5A it .„ 20 PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND '4L FT COMMENTS PERFORMED BY: 72-008 (7/76) CERTIFIED BY: Municipality of Anchorage Development Services Department Building Safety Division On -Site Water 6 Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519519 -6650 www.muni.orglonsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING J /' [ Parcel I.D. D >' z— I a J — I R COSA# I (7 C7 C7 �'1 7 1. GENERAL INFORMATION Expiration Date: S—_ 2 (n — /O Complete legal description Location (site address) Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address SEA TURN S/D: BLOCK 1. LOT 7 14830 ZIRCON CIRCLE • ANCHORAGE. AK • 99516 ROBERT PASCAL Day phone 348-0565 14830 ZIRCON CIRCLE * ANCHORAGE. AK * 99516 Day phone LAURA HALVERSON W/ DYNAMIC Day phone 230=4891 3111 C STREET ' ANCHORAGE. AK ' 99503 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 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 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 hdmeowners. 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 5. As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system Is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Phone 337-6179 Address 3701 E. TUDOR ROAD, SURE 101 " ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date Engineer's Comments: In conducting this evaluation, GEG, LID. 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 if confer any legal right whatsoever. Approved for 3 Conditional approval for Attachments: COSA Checklist Septic System Advisory Well Flow Advisory bedrooms, with the fllowing stipulations: Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Nitrate Advisory / Other By: !/l/ (R. 11NS) Original Certificate Date: a — _D1 to Z 0 Municipality of Anchorage 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 CHECKLIST Legal Description: SEA TURN S/D: BLOCK 1, LOT 7 Parcel ID: 0 /%' / 0-1 -1 g A. WELL DATA Well type MATE If A. B, or C provide PWSID# N/A Well Log (YIN) YES Date completed 10/15/1980 Sanitary seal (YIN) YES Wires properly protected (YIN) YES Total depth 131 ft. Cased to 131 ft. Casing height (above ground) 12+ in. FROM WELL LOG AT INSPECTION Date of test 10/15/1980 7/14/2009 Static water level 51 ft. 80 ft. Well production 15+ g,p,rn, 5.2+ g.p.m. WATER SAMPLE RESULTS: Coliform �_ colonies/100 ml. Nitrate<.Q-lmg./L. Other bacteria 0 colonies/100 ml. Arsenic.SlLug./L Date of sample: I(. (� Collected by: GEG Ltd. B. SEPTIC/HOLDING TANK DATA Tank Type/Material SEPTIC/STEEL Date installed 11/21-24/1992 Tank size 1250 gal. Number of Compartments 3 Cleanouts (YIN) YES Foundation cleanout (YIN) YES Depression over tank (YIN) NO High water alar (YIN) N/A Date of pumping 7/9/2009 Pumper A+ HOME SERVICES C. ABSORPTION FIELD DATA tBELOW EXISTING GRAD Date installed 11/21-24/1992 Soil rating .p.d. or ft'/bdr) 0_8 System type BED Length 41 ft. Width 19 ft. Gravel below pipe 0.5 ft, Total depth •4.3 ft. Eff. absorption area 779 ft' Monitoring tube YES ( Depression over field NO Date of adequacy test 7/14/2009 Results (Pass/Fail) PASS For 3 bedrooms Fluid depth in absorption field before test DRY in. Water added 480 gal. New depth DRY in. Elapsed Time: _ min. Final fluid depth DRY In. Absorption rate >= 450+ g,p,d, Any rejuvenation treatment (past 12 mo.) (YIN & type) NONE KNOWN If yes, give date — D. LIFT STATION Date installed Size in gallons Manhole/Access (Y/N "Pump on" level at In. "Pump oflevel High water alarm level at in. Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: 'WAIVER IN PLACE. #WR960018. Septic tank/lift station on lot 100'+ On adjacent lots 100'+ Absorption field on lot 10o'+ Public sewer main N/A Sewer /septic service line 25'+ Animal containment areas 50'+ On adjacent lots •77' Public sewer manhole/cleanout N/A I Holding tank N/A Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 59+ Absorption field 5'+ Water main N/A Water service line 109+ 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 101+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION 1 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 JEFFREY A. GARNESS Date Zht+ /in LO COSA Fee A 4190 Waiver Fee $ Date of Payment_Ty-/ c1 Date of Payment Receipt Number 0 l 2 9 /10 Receipt Number (Rev. 11/05) . SGSRetx 1100554001 Client Name Garncss Engineering Group, Ltd Printed Dale/Time Project Name/# Sea Tum B 1 L7 Collected D21CITIme Client Sample ID Sea Tum BI L7 Received Date/rime Matrix Drinking Water Technical Director Sample Remarks: 02232010 16:43 02/162010 14:00 02/162010 16:25 Stephen C. Ede Allowable Prep Analysis Parameter Results LOQ Units Method Container ID Limits Date Date Init Metals by ICP/MS Arsenic 5.00 0 5.00 ug/L EP200.9 C (<10) 02/16/10 02/17/10 NRB Waters Department Total Nitratc/Nitritc-N 0.100 U 0.100 Microbiology Laboratory Colony Count 0 Total Coliform 0 Fecal Coliform 0 mg/L SN120 450ONO3-F B (<I0) eoUl00mL SM20 92228 coUl00mL S1.120 9222B cwVI00mL SM209222B A (<200) A (<I) A (<I) 02/19/10 LCE 02/16/10 DLC 02/16/10 DLC 02/16/10 DLC 6`p SIC Xi F!0 jf5i Bf1 TSA FULL M� A+ HOME SERVICES , INC. 7501 E. 140th Avenue Anchoracye, Alaska 99516 345-1890 CUSTOMER ^,r,; ,p."L Block Lot INVOICE 9 DATE DESCRIPTION AMOUNT rr_�;:;}.L'ix'L•pec^porfiarit�+c�<=};::......._:;isa;e�:,-�r:. RL':_,'ts S:eiD &: to L..: ', ...�. ,.. y ... ..... .. �'J Coal♦.:a .J: LU3 C: r: L. !L'. i!.` :10 L'.?l :. ._...... t� '- _ L..:t. ._. ._.._.. .._�. �._.... ..�.—... ._. ....�.. �� 1�+t ....VU.:.<...r _. ♦3.��. SLG`. - S— TOTAL , ' l ? _5- SREMARKS REMARKS - 7^Gallons y • Septic Leach Area Holding Tank Standpipes; �' Time ❑ PROBLEM AREA — CALL FOR MORE INFORMATION ❑ I NEEDS TO BE DONE AGAIN IN 6 MONTHS '�1 Good Shape ❑ Siudge buildup on bottom ❑ Fioater on top ❑ Jim cap missing or ❑ Cut standpipe to V above ground ❑ Needs Septictrine needs replacing JUL-13-09 MOM 11:59 AM Dynamic Properties ••••• J JV .u• J :J •.m V nIVVVI VhLLJ S 89'46'32" E 130.00' lv Iry�(5\---- ---------------------------- R) (13 Y0' ELECTRIC EASEMENT LOT 4 LOT 6 FAX NO. P. 01 :.OT 8 515'hb M/C,pc, 5/5. 05 5.25" ♦LMCb. t, MNUME.JT OU9 R TACK V FCM.E.- TKA. ! r LOT 7, BLOCK 1, � T= v In C U) U: o \ i+ c:n n L C CY,' Q � (O 515'hb M/C,pc, 5/5. 05 5.25" ♦LMCb. t, MNUME.JT OU9 R TACK V FCM.E.- TKA. ! r LOT 7, BLOCK 1, � T= MUNICIPALITY OF ANCHORAGE • '-' DEPARTMENT OF HEALTH &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 l.D.# cj\1- 1--:)1-'-\9, 1. GENERAL INFORMATION HAA# t-�f�- CIi,-.L;I Complete legal description G.o f 7, 0/1c I, Sect Turn SID Location (site address or directions) 1 Y O30 Z,rcGr, Circle Property owner �,arry i t1 cc-; I-11"'ehen Day phone 5 Z2 - 2/30 Mailing address 8610 12 2,T0,n0f 0/6,Sur/ 3-G°l'_�nctic� P� /9-k 99S�S Lending agency C/ f;y Day phone 263 -G 70G_ Mailing address :5. A -k 99S0_P Agent 6-eo vcrr �'< <�, J a cG� wh f� Com, Day phone _ 7 83 - 293 7 Address 32x1 c" St, fF�ctivrcrcip Ark 99S02 J Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 41 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. 72-025 (Rev. 1/91) Front MOA #21 ct_osl�cr►s�- llq VOW WU Q6/l 'ned) 9MU -�aom sjaeuibua leuoisseloid agl w suoisslwo Jo saaaa jol apsuodsa.) IOU si abeaogouy }o �liledlolun" aql •panssi sl aleoi{iUao a aaoleq elep azlieue Jo suolloadsui lonpuoo IOU op SHHQ to s9aAoldw3 -sluawaainbei alels pue lejapal ulelJao lgsiles of jepjo ul suoilnl!lsul 6ulpuaj jiagl pue sewoq to siesegand of Asel.Enoo a se sigl saop SHHQ aql •e)lsely }o alelS agl ul pajalsibei.Eaaui6ua leuolsseloid luepuedepui ue Aq anoge g gdei6eaed ui uan16 suolleluesaidej agl uodn Aluo paseq saleoilpiao lenaddy /,luoglny glleaH sanssi (SHHQ) saowaS uewnH pue g11eaH to luawljedap abujogouv to AI!ledioiunyq agl • , :Aq suoilelndlle buimollol eql ql!m 'swooapaq aol Ienadde jeuoll!puoZ) •panoaddesla swooapaq aol panoaddy —7— 3un.LVNJIS SHHQ '9 •Ttonrl cl y66/ h / aged ainleu6ls s,aaaul6ug y15u fS �y�3 O� h/ ssaappv S£/ --Sh E auogd Wald to OWEN 9i07 -P 00) (lk'W y7di v -1;)41.0m Uolloadsul slgl p alep agl uo loe4a ui suolleln6ai pue 'seoueulpio 'sapoo alelS pue ledloiunW lie pm eouelldwoo ui sl welsAs lesodslp aalemelseM jo/pue Alddns aalem alts-uo agl 'uolloadsw pue uolle61ISBAW /,w woal pue sal!; 96ejog0uy to AllledloiunLN aql woal paulelgo uollewaolul eql uo paseq legl Aluan aaglrnl I •ulaaag paleolpui ainlonilslo ads l pue swooapaq to aagwnu eql aol alenbope pue leuollounl 'ales sl walsAs lesodsip aalemalsem Jo/pue /\Iddns aalum ells-uo aql legl smogs uolleolldde lenojddy /q!joglny glleaH slgl to u0lle61lsanu! Aw legl /duan i 'Moleq umogs alep uollepilen aql to se pue olaaag pexllle leas Aw Aq paililJao sy a33NIJN3 AS NOLLOUSNI :10 LN3WRIVIS 'S Cn�r�H=�;/ Jja�q;vv�x) N--1:70q-;� gjjj1 sluawwoc) IeuoillPPV suoilelndlle buimollol eql ql!m 'swooapaq aol Ienadde jeuoll!puoZ) •panoaddesla swooapaq aol panoaddy —7— 3un.LVNJIS SHHQ '9 •Ttonrl cl y66/ h / aged ainleu6ls s,aaaul6ug y15u fS �y�3 O� h/ ssaappv S£/ --Sh E auogd Wald to OWEN 9i07 -P 00) (lk'W y7di v -1;)41.0m Uolloadsul slgl p alep agl uo loe4a ui suolleln6ai pue 'seoueulpio 'sapoo alelS pue ledloiunW lie pm eouelldwoo ui sl welsAs lesodslp aalemelseM jo/pue Alddns aalem alts-uo agl 'uolloadsw pue uolle61ISBAW /,w woal pue sal!; 96ejog0uy to AllledloiunLN aql woal paulelgo uollewaolul eql uo paseq legl Aluan aaglrnl I •ulaaag paleolpui ainlonilslo ads l pue swooapaq to aagwnu eql aol alenbope pue leuollounl 'ales sl walsAs lesodsip aalemalsem Jo/pue /\Iddns aalum ells-uo aql legl smogs uolleolldde lenojddy /q!joglny glleaH slgl to u0lle61lsanu! Aw legl /duan i 'Moleq umogs alep uollepilen aql to se pue olaaag pexllle leas Aw Aq paililJao sy a33NIJN3 AS NOLLOUSNI :10 LN3WRIVIS 'S Municipality of Anchorage RECEIVED DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Services Division h� V 825"l." Street, Room 502 * Anchorage, Alaska 99501 • (907) 343"444 2 0 1996 Municipality of Anchorage Dept. Health & Human Services Health Authority Approval Checklist Legal Description: _�.af 7, G to c 11C 1� Scac Tu rn Parcel I.D.:_ A. WELL DATA Well type P r i v etFe. If A, B, or C, attach ADEC letter. ADEC water system number Log present (Y/N) Y Date completed 9 / 15- / 8o _ Total depth 13 / ' Cased to /,3/ Casing height (above ground) 12011 Sanitary seal (Y/N) _ � _ Wires properly protected (Y/N) r tmus u11104:171,1IIift Date of test 9 / 1 S 180 Static water level ,S I 1 Well production __ lS g.p:m. WATER SAMPLE RESULTS: FIN aQ.WQ"IIQeI .76 . _7./ 'r — g.p.m. Coliform D col (cc, m Nitrate < O.I M'T l -e Otherbacteria none reported v Date of sample: '//29Collected by: Flccf-tp--e 7echniccur Servrcef B. SEPTIC/HOLDING TANK DATA Date installed 11 / 9 2 Tank size12- 50:1 Number of Compartments _ 2 _ Cleanouts (Y/N) Y Foundation cleanout (Y/N) _ Y Depression (Y/N) N High water alarm (Y/1) N. A. Date of Pumping _L? -1-71 9,�- Pumper Sscc C. ABSORPTION FIELD DATA Date installed 11 lqv- Soil rating (g.p.d./ft2 or &/bdrm) v 4System type M ounce �l Length H / _Width /9' Gravel thickness below pipe O.S' Total depth o' Effective absorption area 7 79 CP Monitoring Tube present(Y/N) r Depression over field (Y/1) N Date of adequacy test S/ to / 9 j Results (Pass/Fail) 1'usJ For q _bedrooms Fluid depth in absorption field before test (in.);o, S " Immediately after! H23ga1, water added (in.): 3 s/b 11 Fluid depth 2'!L _(ins.) Minutes later: 16 Absorption rate = G oG t .p.d. Peroxide treatment (past 12 months) (Y/1) None i<rl ou.+n If yes, give date _ N, A D. LIFT STATION NO/) /) e Date installed Manhole/Access (Y/N) High water alarm level at* _ Cycles tested E. SEPARATION DISTANCES Size in gallons "Pump on" level at* *Datum SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot "Pump off' level at* On adjacent lots > too' Absorption field on lot 1 O ,1 , ; On adjacent lots 99_' fa db/ c. o. c .TFer S. T. o� 1.o>'-8 Oorl'fcAs a,{GQrCtrn re�� a✓Y closer-, Public sewer main N, A. Public sewer manhole/cleanout N. A Sewer /septic service line > 2s` Lift station N. A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5- 5, Property line 30' Absorption field 125" Water main/service line > to' Surface water/drainage > (cis' Wells on adjacent lots > tan At -rife -1-rrn e ft �G 1 s ec lLcun t+cr' _were s Wan t n-or-(tt1 f,1 a eQ rtt rna e SEPARATION DISTANCEFROM�ABSORPTIONEIELD`�O�TO:�e S.T, These SH�rwlce �Qr� (.l�l sa on qrl G/ v1v% rP�t-t(rL G� UlC[ f V -C r Building foundation 2 5-' Property Line I i' Water main/service line ( v' Surface water > t 0& * A Curtaindrain None ,Seel? F. ENGINEER'S CERTIFICATION Driveway, parking/vehicle storage area So' Wells on adjacent lots > 100' -A # On f-Ae ctaFe C>f -Fhe rnsrPcizon f-�-S htrw cere I,ynan{ rurPct(gr rn C( cerczovccyp arounc( r-Ae hwr.,se on Ac,�d , BF' f -von fAe mrsunce .,r -i. itier'e yl,aulce rXry ur I certify that I have determined thru field inspections and review of Municipal records that the above systems are 500n a" `( in conformance with MOA HAA guidelines in effect on this date. (t/aiver n eeoPra2 r du %nee I Nvf rerru i� befwten we(( J cfrurS�'1elrF on G.of 8, Gc[ririv(r Signature /�it�c, e��r.t. ?n� Engineer's Name 7h ec cPo re l= ttc wrj �e EngigeefArlg'Sea1 Here o `, Date Muy ty, 199 HAA Fee $ 3., —r' Date of Payment au `� l0 Receipt Number C7 � SS 70 ( � Lo a.G Rev. 8/95 OSS: haa.wk.doc .�':_• 41fP �B�Ot90C46 �E9'•i VJj_d CE L� Waiver Fee $ �9 2 p ti 'e fr s E St Date of Payment r4_, Receipt Number r Ahnnicipty of .Anchorage.►, Department of Health and Human Services "�a2m,� �.�� 825 "L" Street Rick Nlystrom. Mayor P.O. Box 196660 Anchorage, Alaska 99519-6650 May 29, 1996 Jeff Gayness, P.E. Alaska Water and Wastewater Services 8471 Brookridge Drive Anchorage, Alaska 99504 Subject: Waiver Request for Lot 7 Block 1 Sea Turn Subdivision Waiver Request #WR960018, PID #017-121-48, HA# HA960185 Dear Mr. Garness: Your request for a waiver of the required 100 foot horizontal separation of an on-site wastewater disposal system (drainfield) to a private well has been approved. The approved separation distance is the private well located on Lot 7 Block 1 Sea Turn to the drainfield located on Lot 8 Block 1 Sea Turn of 77 feet. This waiver approval applies to the existing on-site wastewater disposal system (drainfield) to private well only. Any future upgrade to either will require all separation distances be met or another approval from this department. If there are further concerns or questions, please call our office at 343-4744. incerely, James P. Williams Civil Engineer On-site Services JP W/lj m: Hanchen AUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-site Services Section Waiver Review Worksheet_ WR#PID# 017-121-48 HA# 1,�aLd\� Permit # Date Received: May 20, 1996 Legal Description: Lot 7 Block 1 Sea Turn Engineer: Jeff Garness, P.E., Alaska Water & Wastewater Services 8471 Brookridge DRive, Anchorage, Alaska 99504 Applicant: Larry & Vicki Hanchen Waiver Requested: Private well on Lot 7 Block 1 to the drainfield on Lot 8 Block 1 ofd feet. Criteria: 1. Geology: Points: A. Water Table 1 0�"{ B. Soil Sorption 0 C. Permeability L ;C6S _ D. Water Table Gradient K�Z THE E. Horizontal Separation -(- L�x TOTAL: IS,Z 2. Special Conditions: 3. Other: .. AfN Mnran \.:�.��..o.cY �F.-w:�nr)7-94 1 u I, I'Ohl f;=n i ( ! nn�-lr'� Date: Cj_`�. j WrU&m By: of Reviewer Rec #: 01871 867.8 Amount: $ 920.00 Date Paid: May 20, 1996 Waiver is Granted: Waiver is NOT Granted: _ 162 List Conditions or Reasons for. above: - =E "ft 0 A7j�2 L ;C6S _ 5110M- 1/[rUELLING (LUE K�Z THE MVHTIH -(- L�x _4 , R LK I Slo T- f2- 2r7 Hl -)S its? -ns, L v -tur" iz .. AfN Mnran \.:�.��..o.cY �F.-w:�nr)7-94 1 u I, I'Ohl f;=n i ( ! nn�-lr'� Date: Cj_`�. j WrU&m By: of Reviewer Rec #: 01871 867.8 Amount: $ 920.00 Date Paid: May 20, 1996 Alaska Water & Wastewater 8471 Brookridge Drive — Anchorage — Alaska 99504 Phone (907) 337-6179 — Fax (907) 338-3246 Consulting Engineers MAY % Q 1996 Munlolpality of Anchorra0e Dept, Health & Human Sorvir.,es May 18, 1996 ���p()IA( >I� O Municipality of Anchorage �, ° '° °°•° °'• Dept. Health & Human Services 0� Y A. Gayness ; ww CE -7953 ° Division of Environmental Services °., •o °'�>� On -Site Services Section �4%®'?oOFE�S' \ �P®� P.O Box 196650 Anchorage, Alaska 99519-6650 Ref: Lot 7, Bk 1, Sea Turn S/D. Waiver from Well to Septic System on Lot 8, Bk1, Sea Turn S/D. To whom it may concern: The septic system for Lot 8, Bk 1, Sea Turn SID was installed on August 8, 1980. No clean -outs, or a sump were installed on the trench. In short, it was not possible to visually determine the location of the trench after it was buried, and the construction site grading was done. Qn September 19, 1990, the well for Lot 7, Bk 1, Sea Turn S/D was drilled. Based upon field measurements, and my interpretation of the 1980 inspection report, it appears that my clients well (Lot 7) is only about 77 feet from the drainfield on Lot 8. Attached is a plan and profile drawing of the site. To allow some room for error, I am requesting the separation distance be waived to 75 feet. Normally when requesting a waiver, it is standard practice to evaluate the contamination potential (point system) as outlined by the State of Alaska, Department of Environmental conservation (ADEQ. Due the fact that we are not evaluating a hypothetical situation, but rather a real world case, in which the septic system has encroached upon the well for almost 16 years, I am proposing to use a more common sense approach. The justification for this waiver is based upon the following facts: a. The encroachment has existed since 9/15/80 and the well water quality is excellent. Water samples taken 4/29/96 showed no bacteria, and .4 rng/l for nitrates (NAD). This is probably the most accurate evaluation of the contamination potential. b. The closest clean-out is 99 feet from the well. In short, if the system were to overflow from a clean-out, the contamination potential would be essentially no different than if S- ')b-9Q�? the entire trench was outside the wells 100 foot protective radius. If the drainfield were to daylight, at the closest point (fi•om the well), and flow over the ground surface towards it, the contamination potential would be greater than if the separation distance was 100 feet, but I doubt it would be significantly more. In short, if raw wastewater is flowing over the ground surface, towards the well, it had better be corrected soon, whether the distance is 75 feet or 100 feet! c. The well log for Lot 7 shows the presence of a 49 foot thick layer of hardpan (68 feet to 117 feet). This geological formation undoubtedly protects the confined water table, which lies below it. d. The condition has existed for 16 years with no adverse effects. For the aforementioned reasons, it is my recommendation that the requested waiver be approved. If you have questions, please contact me at 337-6179, or on my digital pager at 1-800-481-1162. Thank you for your time and consideration. JefWc` A. Garness, P.E., M.S. Owner/Consultant Honchenl .wps AB S 89'46'32" E 130.00' _ w o o -------------------- c� 2U ELECTRIC EA�3=MENT -------------------------------------------------- „ A'� , ,t �`. � ��• ry^ PfiPrz�X A. � `rra�'r,C ii Nk <<\ JI' LOT 7 \ is `\ oN 10' 'Pip' WALL sEe n o.,.J K� LOT 4 , \\ p CXi�lIHy HOUSE .y 4' FSM i of Pt'PE � "Tv Qac CIaS ��, , \ , \ \ \ \ \ \ , \ \ \ \ LOT 6 'B' WELL LOT 7. 'B' WELL LOT 7. r' r' ' - 10 7.0 106,4 C/❑ 'A'. SEPTIC ON LOT 8, BK 1, SEA TURN S/D. ri r% i — 108,5 �-- 99,0 �1 WAIVER1 LOT 7, BK 7., SEA TURN S/D PREPARED F❑R1 LARRY H❑NCHEN PREPARED BY: ALASKA WATER & WASTEWATER C/❑ 'D' SEPTIC ON LOT 8, BK1 SEA TURN S/D, DATE1 5/18/96 1DRAWN1 GARNESS SCALE: 1'=30' .�� Oh 4o rig,..�- rey A. Garness G� •. CE -7953 c9Fpp•••vo•e •`lr\ CT&E Environmental Services Inc, ZtL Laboratory Division.�w•sivioiirii®oiii«,•i►sr�i,I/�o��isiiv.►s�.�.iot�ersw Drinking Water Analysis Report for Total Coliform Bacteria 2 0 W. r Drive 99518.1605 READ INSTRUCTIONS ON REVERSE SIDE BEFORE COLLECTLti`G SAil1PLE Tel: (907) 562.2343 Fax: (907) 561-5301 MUST BF, COMPLE-CED BY WATER SUPPLIER ❑ PUBLIC WATER SYSTEM I.D. 4 yt PRIVATE WATER SYSTEM Send Results 6X Send Invoice �(�rf�� T�tinrCar sl -u R uer ayslem hvn�om0a^Y � �^1eano = YS- I za 3 Ys ne nam6 135 Flion :gum /ys30 Eck S _ umw .Nla nng Ad,w Iry )lata Lip aCe ❑ Send Results ❑ Send invoice ` .Parl)':)amt Con= nam, %1.hetg AOaresa I y slaw Lip Cvv, SAMPLE DATE: O Month SAMPLE TYPE: 6? Routine ❑ Repeat Sample (for routine sample with lab ref. no.---) ❑ Special Purpose SAMPLE LOCATION Gf 7 6/h 1 SoC F2_ F9 F97 Dag Year ❑ Treated Water F Untreated Water Time Collected Collected By Please Print TO BE COMPLETED BY LABORATORY Analysis shows this Nater S.k',IPLE to be: 9/ Satisfactory O Unsatisfactory ❑ Sample over 30 hours old, results may be unreliable ❑ Sample too long in transit; sample should not be over 48 hours old at examination to indicate reliable results. Please send new sample via special delivery mail. Date Received 22 -- Time Received Co2D r Analysis Began (1-7 —� Analytical Method: ,aliv(embrane Filter ❑ MMO-MUG Numbei-ofcolonies/100 ml. I- ^_' 'r— Result" 96`1 �71 1 Ll Sent to A.D.E.C. Anth Fbks Analyst Jun ❑ Faced Date: .5) 1 Time: Client notified of unsatisfactory results: 11 Phoned Spoke with Date: Time: BACTERIOLOGICAL WATER ANALYSIS RECORD L%lNI0-MUG Result: Total Coliform E. Coli _ Membrane Filter: Direct Count O Colonies/100 ml Verification: LTB Fecal Coliform Confirmation BGB COLIFI Final I�lcmbrane Filter RGsuI Coliform/100 nil Reported Byfi Date r '96 Time % G% hrs Comments: i u E OF TQ. — ❑ Faxed I'STC' Tuu A'umeruu.• rn G:unr On - Orhu Hacmria � 41 SGS Member of the SGS Group (Socidtd GAndrale de Surveillance) FNVl on St. S•- dea r'Al lcnONIIA Cl nolMA 11 1IaIn IC 1aADV1 A&M +alruir n ai aalO@nI IDI r:ICI+P iCOCCv nuln In/CCT VIOr:IN'A Ci&E Environmental Services Inc. ,4— _ Laboratory Division Laboratory Analysis deport CT&E Ref.# 961517.961517001 Client Sample ID LOT 7 BLOCK 1 SEA TURN S/D -01 Matrix Drinking Water PWSID 0 Remarks: Parameter Nitrate -N Results DC PDL _ Dual _ 0.100 U Collected Date 04/29/96 Technical Director: Stephen C. Ede Released By Units Method 0.100 mg/L EPA 353.2 Allowable Prep Analysis Init Limits Date Date _ 05/01/96 EMB U - Undetected LT - Less than GT - Greater than D - Secondary Dilution J - Below the calibration range 200 W. Potter Drive, Anchorage, AK 99518-1605 — Tel: (907) 562-2343 Fax: (907) 561-5301 3180 Peger Road, Fairbanks, AK 99709-5471 — Tel: (907) 474-8656 Fax: (907) 474-9685 ENVIRONMENTAL FACILITIES IN ALASKA, CALIFORNIA, FLORIDA, ILLINOIS, MARYLAND, MICHIGAN, MISSOURI, NEW JERSEY, OHIO, WEST VIRGINIA CIVIL & ENVIRONMENTAL ENGINEERING • ENERGY CONSERVATION & ANALYSIS THEODORE F. MOORE, P.E. 14530 ECHO ST. PH: (907) 345-1355 May 15, 1996 ANCHORAGE, ALASKA 99516 Larry and Vicki Honchen 800 E. Dimond Blvd., Suite 3-640 Anchorage, AK 99515 Dear Mr. and Mrs. Honchen: Per the request of George McCoy, on May 10, 1996 we conducted adequacy tests of the water supply and wastewater disposal systems serving your residence on Lot 7, Block 1, Sea Turn S/D, located at 14830 Zircon Circle. The test results indicate that both systems are functioning adequately at this time, however a waiver is needed of the normally required separation distance between your well and your neighbor's septic system before a Health Authority Approval (HAA) certificate can be approved by the Municipality. The following is a report of our test procedure and findings. According to the driller's log, your well was completed in September of 1980 and has a total depth of 131 feet and a yield of 15 gpm. On the date of our test the static water level stood at 76 feet below the top of the casing. During the course of our test we pumped a total of 1423 gallons of water from the well at the maximum pump output of 7.1 gpm, which caused the water level inside the casing to be drawn down to 97 feet, but no further. Based on our test data we determined that the total yield of the well is in excess of 7.1 gpm, which exceeds the Municipal criteria for approval of a single family residence, and also meets the FHA lending criteria that a well be able to supply 720 gallons of water within a 4 hour period. Water samples collected on April 29, 1996 were satisfactory, showing 0 coliform or other bacteria per 100 ml., and less than 0.1 mg/1 of nitrate -N. The wellhead needed a gasketed well seal in order to bring it into compliance with code. Per your request I called Dave Mu -per at Alpine Drilling and asked him to install one, however I have not yet received confirmation that the work has been done. According to the as -built inspection report on file at the Municipal Health Department, the wastewater disposal system was installed in November of 1992, and consists of a 1250 gallon septic tank followed by a 19' wide by 41' long soil absorption mound. To assess the adequacy of the system we ran 1423 gallons of water into the -system through the double cleanout downstream of the septic tank, while monitoring fluid levels in the septic tank and in the soil absorption system standpipes, before, during and after the flow of water was stopped. The initial fluid depth in the mound monitor tube was 0.5 inches, and the maximum depth achieved was 3.6 inches. After the flow of water was stopped the fluid level receded at an adequate rate for a 4 bedroom residence. Health Department regulations require that septic systems be 100 feet away from any surface water. In the course of the inspection I noted the presence of several small puddles of water approximately 85 feet from your system standing in a drainage Swale which surrounds your neighbors house on Lot 6. It appeared to me that these puddles were of a temporary nature and would not of themselves require the issuance of a separation distance waiver, however the Health Department is the ultimate arbiter of this. One of the requirements of an HAA inspection is that the engineer verify that the well has the required 100 foot separation from the closest septic system. In attempting to comply with this requirement I measured a distance of 99 feet from your well to a double cleanout beside the deck of the house on Lot 8, and 106 feet to another standpipe located further out in the drainfield. According to the inspection report for that drainfield, it was constructed with a "dogleg" which means that a portion of the drainfield must be still closer to your well. Per your request, I spoke with Mike at A+ who installed the double cleanout last winter to facilitate clearing an obstruction in the line, and Ire said that the cleanout was installed in the cast iron portion of the line which is normally within 10 feet of a septic tank. This means that the drainfield extends for at least another 39 feet in the general direction established by the septic tank and double cleanout pipes. The Health Department will require that a waiver be issued addressing this separation distance discrepancy prior to signing off on the HAA certificate. While their normal turnaround time for waivers is approximately 2 weeks, they indicated to me yesterday that sometimes the process can be expedited. I can understand your frustration at having to deal with this whole problem just prior to closing. George McCoy told me you have decided to retain Jeff Garness at Alaska Water and Wastewater Engineering to prepare the waiver submittal, so I will give him all of my HAA submittal foams along with a check for the M.O.A. fee of $300, so that he can file them along with the waiver request. In conducting an adequacy test we attempt to provide a thorough, conscientious engineering analysis of the system. The reported results describe the performance of the system under the conditions encountered at the time of the test, and the separation distances are measured to readily identifiable features. Satisfactory test results do not guarantee future performance of the system under different conditions, nor do they guarantee that there are no hidden defects or encroacluments. Please feel free to give me a call if you have any questions on this report. Sincerely, Ted Moore, P.E. cc: George McCoy Jeff Gayness a;oo m oV (NAI UE2 VVAIV (L 2cc �t--S7E0L-L SO2 v1 P,46- To ,46 70 LFAcr FIE( -o S 2vr•�� ? �'/ 3t uL SQA `r"kt ,j s/r� G Wri lZ( tEg -� Y� J cj-) i o --mo `I, V ��' �i� sTRrtZA �6 tT�G(i S VO/ WF -/L Tlsc F, ( ice`- Sw� lon L(Opp T Q(J �, V r �d�n(Z Ufi'GGIF Prof Fs(37 coy )-/Yo,?, S/INo5v Ci 2M CA (,I (,1-T �O)A �RELAouS �(L- (:�)PJ.7Kvv ham. V F CLAY a-/1/0 %u S�/n�f��J %QflUfr IJr 0f �L7y vO� ISRty L `� /6P,Ci,4Y v S 01= CF/,'lFN (IE0 CVV 1,5 L - —� =<(o,� Ili Cud2rnir� �-(�wh7ra✓ R tiviU�onr7�rL Sz.PF��(oN � � �� ! f-brz�z. S�Paa7ror., ��� Sof'-g*rory �✓CZI�NIFA�ILl7� V(la�l� 7Fl¢ce (�m�E+�z i �20� Lc" -2Cviv �� lC 12 �'CGl Z,Xa-709 0" he <-- g" t � TOW 'IV ptc- uj -- (arc Lo;«, (-- OffOl Flz`At PnlF llpr6A M,vc, j,oc,,j-(,- , - - - I ��GGid/ Ovjllf'� IN��L ori MUNICIPALITY OF ANCHORAGE 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 Date 1. GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, township, range) ri' d� f CJcF�%rJl'JJ c4�l� Location (address or directions) Firco-Q CPCL (b) Applicant Name LAaz64 U0QCj4E^3 Telephone: Home Business Applicant Address (c) Applicant is (check one): Lending Institution ❑ ; Owner/builder ❑ ; Buyer ❑ ; Other ❑ (explain); (d) Lending Institution Address (e) Real Estate Company and Agent — Address Telephone (f) Mail the HAA to the following address: 2. TYPE OF RESIDENCE Single -Family Multi -Family ❑ Other Number of Bedrooms 5 3. WATER SUPPLY Telephone Individual Well(X Community ❑ Public ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite Public ❑ Community ❑ Holding Tank ❑ Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page 1 of 2 72-025 (1 184) 5. ENGINEERING FIRM PROVIDII NSPECTIONS, TESTS, FILE SEARCH, D, . AND INFORMATION. As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection-: Name of Firm Address Date Telephone *WMA Q(CePT700 of 15F?P9AM0 P15CMcE ltie� `t'�RC i?�►iC. 5EIFPHEYi VIkRLANcE'PLK0 Ai vl�°coa000cp ?a�✓1 7y °.°Q�n ' Carey . Meyer 6 j ®® ®' E�S\1) � 6. DHEP APPROVAL Approved for f'ti'"- �3 bedrooms by "" Date Approved Disapproved Terms of Conditional Approval Conditional dhep CAUTION 2-q-9'¢ The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Page 2 of 2 72-025 (11/84) MUNICIPALITY OF CH MUNICIPALITY F pEpT, OF tiE pRpT� TION HEALTH AUTHORITY APPROVAL (HAA) EN`11RONMENTAI- CHECKLIST - FEBRUARY 1984 107: 264-4720 \� Legal Description: /- 7 B RECE`V �� vPrJ 5JL3 A. WELL DATA Well Classification �2wATF If A, B, C, D.E.C. Approved (Y/N) N1A /.S-tGpM.� Well Log Present (Y/N) Date Completed Yield 1 SGPp r 71 -7o -NP P Do 4, Total Depth /'�y ased to / Depth of Grouting Static Water Level — Pump Set At le / Casing Height Above Ground ��/'r Sanitary Seal on Casing (Y/N) Electrical Wiring in Conduit (Y/N) `( Depression Around Wellhead (Y/N) Separation Distances from Well: l✓A4,ve - F,_-- To Septic/Holding Tank on Lot _<?s -- ; On Adjoining Lotsi��r To Nearest Edge of Absorption Field on Lot /00 -f -F -r- ; On Adjoining Lots To Nearest Public Sewer Line �.)/A To Nearest Public Sewer Cleanout/Manhole NZA To Nearest Sewer Service Line on Lot Fr Ems Water Sample Collected byI&/Q 2 � �3�__ ;Date Water Sample Test Results.47ls�Lic7b1'�f Comments II` B. SEPTIC/MOLDING TANK DATA Date Installed �'� Size 10-x0 tom_ No. of Compartments Standpipes (Y/N) Air -tight Caps (Y/N) Foundation Cleanout (Y/N) /J Depression over Tank (Y/N) Date Last Pumped __Ln Pumping/Maintenance Contract on File (Y/N) JA — ; for _ Holding Tank High -Water Alarm (Y/N) Temporary Holding Tank Permit (Y/N) Separation Distances from Septic/Holding Tank: To Water -Supply Well WF,*- To Building Foundation 51 r -7 - To Property Line — 140+Fr To Disposal Field // r -T To Water Main/Service Line 3CP Fr To Stream, Pond, Lake, or Major Drainage Course Comments Page 1 of 2 72-026(li/84) C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata ?'75- 5)= /3?— Type of System Design ��1 Date Installed Length of Field /z -o Fr Width of Field 60 iNcq&-5 Depth of Field 7-47tl7c+Y' CAVE-2- IUA, 0 tip . Gravel Bed Thickness ' Lz ,.yu-/Es Square Feet of Absorption Area qvr) Sf< Standpipes Present (Y/N) �`f Depression over Field (Y/N) Results of Last Adequacy Test Date of Last Adequacy Test 1g91? -(0 Separation Distance from Absorption Field: To Water -Supply Well /CXJtF1:_ To Property Line To Building Foundation To Existing or Abandoned System on Lot ^!h ; On Adjoining Lots zoor�)— To Water Main/Service Line 5CJ 5=7 To Cutbank (if present) Ai%%t To Stream/Pond/Lake/or Major Drainage Course n7 //1 To Driveway, Parking Area, or Vehicle Storage Area �� Pr Comments D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Comments Dimensions Manhole/Access (Y/N) "Pump Off" Level nt (Y/N) ** ick Permitted Bedroom Rating Against HAA Request ** Pumping Cycles during Adequacy Test. Meets MOA I certify that I gave chec �, er fj d, o onformed to all MOA and HAA guidelines in effect on the date of this inspection. �" /2�� r� SignedDate Company �� P � MOA No. M ®F, /9 ��`` R �/j Receipt No. lOy w 0 ''09 aa9e.e Sae 4,s' DR Date of Payment ttit s �00V 0 Amount: $ �(1U - Qa9 9, ELt° 1699999.0. - Page 2 of 2 72-026(11184) V � 64/ �-t f 2-4f U r' `00 i CFO 2� p0..90 000• a 99 ... ...9:9 fq �0 . Coe S. Me r '9 6353 ^° Ogg. 01.909400�npY � Munieipa..,ty of Anchorage February 9, 1987 P.O. X 196650 ANCHORAGE, ALASKA 99519-6650 (907)264-4111 TONY KNOWLES. MAYOR DEPARTMENT OF HEALTH & HUMAN SERVICES Carey Meyer, P.E. Besse, Epps and Potts 2220 East 88th Avenue Anchorage, Alaska 99507 Subject: Lot 7 Block 1 Seaturn Subdivision Waiver Request WR87-014 Dear Mr. Meyer: Your request for a waiver of the 100 foot separation required between the septic tank and well on the subject property has been granted. This distance has been waived to 88 feet. This waiver is valid for the existing septic tank only. Future approvals of the system may require verification of the integrity of the septic tank. This waiver is valid for a three bedroom single family dwelling only. Sincerely, Stephen S. Morris Civil Engineer on-site Services December ..11, 1986 Mr. Steve Morris Municipality of Anchorage Department of Health and Environmental Protection 825 "L" Street Anchorage, AK 99501 MUNICIPALITY OF ANCHORAGE, DEPT OF HEALTH & MENTAL PRO"VECTIOR f F.5 ;31991 Re: Waiver Request for Separation Distance Lot 71 Block 1, Sea Turn Subdivision Dear Mr. Morris: & 1W This .letter is to request a waiver of ADEC/DHEP regulations for the separation distance to a septic tank for the private well .Located at the above-cited legal description. Specifically, we are requesting a waiver for a separation distance of 88 feet to the nearest septic tank. The septic system is located in front of the house, and the well is behind the house. Although the septic frank is less than 100 feet from the well, the drainfield is greater than 100 feet away. The lot's contours would indicate that the seepage flow will filtrate away from the well. The septic system performance during our adequacy test showed a water acceptance rate greater than 4.5 gpm. Further, the well log states that the well was drilled and cased to a depth of 131 feet. Presently, there is another septic tank on Lot 8 which is located 110 feet from the well (see attached drawing). This tank has an alignment (observed during the field inspection) which differs from the DHEP inspection report for Lot 8. Further, the drainfield on Lot 8 does not have cleanouts to facilitate locating it. On the attached drawing, the measurements shown on the Lot 8 septic system were taken from the DHEP files. The .layout of the septic system on the drawing is based on these measurements. Assuming these are correct, then the Lot 8 drainfield is located more than 100 feet from the Lot 7 well. if you have any questions, please do not hesitate to contact me or Mike Krieber at 349-6451. Sincerely, (;'c lu �► Carey eyer, PE mgk/smh / Attachment ENGINEERING, PLANNING, SURVEYING 2220 E. 88th Ave, /Anchorage, Alaska 99507/ lelephono 907-349-64511344..1352 "Providing a quality personalized service to those building Alaska's future" D 0000OD�Ir� 0 CCC o°n+°qe 0060 c Care . oMayer G� 4i D, 53 4 tPj, „o C4 3 PRIFCS� Location: Client's Nam: Address: Tester: SESSE, EPPS & PO'TTS 2��2��r�2RR0��r vnEASS�T�� 88 AVy ME Al�lltlJRmz, AK 99507 ( 907) 349-6451 WATER WELL TEST Date: 12.1 i olay Subdivision: �Sc/�"Tog4J Block: Initial Reading on Meter: `5jR�77 TIME GPM GALEL S GALLMS 0 VOLAW, TOTAL VOLJJME �EY�t�iN(r 90 .O 'SSL S •��. �� —�F.t� _..o — lop 7 1 Z: 35- � fes_ � Z S 9 S 13 l U — J NOTES: -2r,-2-1- WAS LlhF 1tif pN�cr o J 1 ID; A nrTMt- AY Pmitir.tien R.it_e: GPM 21 -Hour Capacity��r_3 Cz�11on3 A0 r/r,11 ior t. 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