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Home My WebLink AboutMCKINLEY VIEW ESTATES BLK 3 LT 3Onsite File McKinley View Estates Block 3 Lot 3 #051-792-35 Prior to COSA approval, letters of non- objection shall be obtained for the trench sections located partially in the T&E Easement. U DQ��r-�� Municipality of Anchorage FEB 92021 , On -Site Water and Wastewater Section • (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP201149 PID Number: 051-792-35 Dwelling: ® Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ® Upgrade Name GERALD & KRISTINE GUGEL ABSORPTION FIELD -EXISTING ❑ Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound Site Address 22730 SENECA CIRCLE, CHUGIAK ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 3 GPD/SF Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot Fill added above original grade Ft. Gravel length Ft. MCKINLEY VIEW ESTATES 3 3 Township Range Section Gravel width Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line Ft' Ft. Well 200'+ -- 25'+ TANK ® Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER Capacity 1000 Gal. Surface Water 100'+ -- Material HDPE Number of compartments 2 Lot Line 10'+ -- NA Foundation 10'+ __ LIFT STATION Manufacturer Capacity Gal. Remarks Tank insulated (4") & installed in same loc. Alarm location Electrical installed by PIPE MATERIAL House to tank 3034 drainfield Tank to 3034 Installer � RS Drainfield Co/MT 3034 Inspector FWCS BENCH MARK (Assumed elevation) 100 ft Inspdection I 5 6/26/2020 6/26/2020 Location and description 2�d 3`d 4'" BOTTOM OF SIDING ON-SITE WATER AND WASTEWATER SECTION APPROVAL OFA Conditional Approval: Date .r� ' •:tp1li .. .....�.. � . L'' r%j �.. Curtis Huffman • • j stem Approved edtic PP Date b �� I ..� r� F�, • CE 128991 �'S'� ' • 2/2/2021 • ' C�� . . O PROFEWQAW�'��"' Note: this approval does not include well permit requirements. tKev ub/UL/i 231 PID: 051-792=35 PERMIT: OSP201149 0o N 00 K7 00 w Lo c\ d� Ln o't 00 z z A -C=40,2' B -C=33,2' A -D=44,3' B -D=31,8' A -E=49,7' B -E=30,1' LOT 3 BLK 3 EXISTING 3BR HOUSE SERVED A BY CLASS A PUBLIC FCO WATER DECK <30"H DECOMMISSIONED EXISTING S.T. & C INSTALLED NEW 1000 -GAL HDPE SEPTIC TANK IN SAME LOC. 14.7' Of t\ Ln O t\ N O N m 0 E LOT 4 to BLK 3 -15' T&E ESMT ®® REMAINDER SECTION LINE ESMT _ N89 58'20"E 162.68' (163.00' R) SCALEi 1' = 30 BASIS OF BEARING SEPTIC SECTION SCALE, NTS MCKINLEY VIEW ESTATES BLOCK 3, LOT 3 PREPARED FOR: GERALD & KRISTINE GUGEL LIVING TRUST 22730 SENECA CIRCLE CHUGIAK, AK 99567 FIRST WATER CONSULTING 13030 SUES WAY ANCHORAGE, AK 99516 907-350-9566 firstwaterAK@gmail.com JUrrUK I stKVIGtS: Fwcs lrt�i-sj TH DATE: 2/2/2021 Huffman SURVEY: JLS 2021, CE 128991 `� DRAWN: FWCS 2/2/2021�� SCALE: 1 " = 30' '%onSslo'0' Lu O W WATER LINE IS U-) ON NORTH SIDE o o OF PROPERTY p 0 zo m 0 E LOT 4 to BLK 3 -15' T&E ESMT ®® REMAINDER SECTION LINE ESMT _ N89 58'20"E 162.68' (163.00' R) SCALEi 1' = 30 BASIS OF BEARING SEPTIC SECTION SCALE, NTS MCKINLEY VIEW ESTATES BLOCK 3, LOT 3 PREPARED FOR: GERALD & KRISTINE GUGEL LIVING TRUST 22730 SENECA CIRCLE CHUGIAK, AK 99567 FIRST WATER CONSULTING 13030 SUES WAY ANCHORAGE, AK 99516 907-350-9566 firstwaterAK@gmail.com JUrrUK I stKVIGtS: Fwcs lrt�i-sj TH DATE: 2/2/2021 Huffman SURVEY: JLS 2021, CE 128991 `� DRAWN: FWCS 2/2/2021�� SCALE: 1 " = 30' '%onSslo'0' ,vw 0 I SCHUI 0 fo C-0 CD Co. mi co Cl 0 CO P) . ol 0 oll % 0.0 o cn 00 N3 0 Z: > m C/) oo') co (3) rn 00 70 Z, n I SCHUI 0 OD -3 P) CD Ol th P 0 CO P) . ol 0 oll % 0.0 0, I rl o cn 00 N3 0 Z: > m C/) oo') co (3) rn 00 70 Z, MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP201149 Work Type: SepticTank Upgrade Tax Code Number: 05179235000 Site Legal Address: MCKINLEY VIEW ESTATES BLK 3 LT 3 G:1459 Site Mailing Address: 22730 SENECA CIR, Chugiak Owner: GUGEL GERALD & KRISTINE LIVING Design Engineer: FIRST WATER CONSULTING This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: �i n�cnr SS ' J 1)epaI-tIII P,11t 6/8/2020 6/8/2021 30049 ❑ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: • Two of the absorption fields are in the T&E Easement and require a letter of non -objection from the utilities involved.. Received By: Date: Issued By: Date: e62d 3 13030 Sues Way, Anchorage, AK 99516 907-350 -9566 / firstwaterAK@gmail.com June 3, 2020 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC TANK UPGRADE PERMIT LEGAL: McKINLEY VIEW ESTATES BLOCK 3, LOT 3 The owner has requested that we obtain a septic permit to upgrade the existing aged steel septic tank on the above referenced lot. We propose to install a 1000-gallon HDPE tank outside any deck supports to serve the existing 3-bedroom residence. The lot and area are served by Class A public water. The design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201149, Deb Wockenfuss, 06/08/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201149, Deb Wockenfuss, 06/08/20 , Municipality of Anchorage Page DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit N umber: .~d~,[ ~ ~ O ] ,_~ / PI D Number: Name:~/~, ~r~, ~ ~r/y~ wastewater system: ~ New ~ Upgrade Phone:~ ~ ~ ~ ~ ~ ' E~ Deep Trench ~ Shallow Trench ~ Bed ~ Mound ~ Other Total Depth from original g~de~ ~ Subdiv~ion: Depth to pipe bottom from original grade: Gravel depth beneath pipe Township: Range: Section: ~ Fill added above original grade: Gravel length: Number of lines: Distance between lines: WELL: D New ~ Upgrade Gravel width: ~ Ft. ~ / ~ Ft. Classification (Private, A,B,C): Total Depth: Cased To; ;Total absorption area: Pipe material: '~ Yield: GPM ~ Pump Set at: , Ft. Casing Height Above Ground:Ft. TAN K SEPARATION DISTANCES ~Septic ~ Holding ~ S.T.E.P. To Septic Absorption Lift Holding )ubl[c/Private Manufacturer' Capacity in g~llons~ From Tank Field Station Tank Sewer Lines ~ ~ ~ WelY ~?~;~7 ~ ~7 ~ Material: ~~] Number°fC°mpadments:~ S~rfa.. ~e ~ ~ LIFT STATION Water Lot Size ~~: Remarks: ~ /~~~ ~~ BENCH MARK Location and Description: I Assumed Elevation: ~ ENGINEER'S SEAL Inspections performed by: E¢~ ~~ Dates: 1st ~ Department of Health and Human Services approval ..... , 72-013 (Rev. 9/91) MOA 25 PermitNo.~'~ c~.~ <:7/ ~ / Page ~-~'~ of ~ Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report I ENGINEER'S SEAL 72-013 A (2/91) MOA 25 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report 72-O13 A (Rev. 9/91) MOA 25 July 7, 1996 Doug Buyse P.O. Box 671406 Chugiak, AK 99567 BATES ENGINEERING P.O. Box 1273 Kotzebue, AK 99752 RECEIVED JUL 1 2 199~ Municipality of Anchorage Dept. Health & Human Services Su~e~: Septic System Asbuilt for L 3 B3 McKinley View Estates Subd. DHHS Permit No. SW950131, PIN No. 051-792-35 Dear Doug, Recently I received a copy of a notice from the MOA DHHS that the permit has expired for the installation of the septic system that I designed and you installed last fall. As you are aware, I did inspect the construction of the system which appeared to substantially conform to the design size, DHHS materials specifications and construction installation requirements. However, because you elected to perform your own survey layout and establish the system elevations, I was unable to "Asbuilt" the system during installation. The following day when I came back to do the "Asbuilt" survey, I found that you had glued caps on all the cleanouts making it impossible to establish the elevations of the system. As you might remember, at that time I requested the caps be cut off and the proper, required ones be installed (which would also allow me access to "Asbuilt" the elevations) and that the final grading needed to be completed over the system. You explained to me that you didn't want to put removable caps on because the house was not built yet, would not be lived in for several months and you didn't want any one tampering with the system. In January and again in April I mentioned that the glued on caps needed to be replaced. The first of May, I was given short notice on a move to Kotzebue and drove by and found that the caps and final grading still not complete. I'm not sure when I'll be back in the area to complete an "Asbuilt" of the system and would recommend that you hire another Engineer to complete an "Asbuilt" of the system. Sincerely, .,/ ~ J---- Harry R. J. Bates, P.E. cc: MOA DHHS Customer's Order No. Name Address . R O. BOX 190708 · 2921 INTERNATIONAL AIRPORT ROAD · ANCHORAGE, ALASKA 99519-0708 TELEPHONE 243-2455 Date ~;/ 19 q~ ' SOLD BY ~ '"~ C,O.D, CHARGE ON ACCT. MOSE. RET~. PA[O OUT QUAN. DEscRIPTIoN PRCE AMOUNT ALL Claims and returned goods MUST be accompani.c~l.~olrt'fi~'$ bill PAST DUE ACCOUNTS SUBJECT Tp'~I?/=?~,/$£R.V,J~C~II'A'~GE PER MONTH. a aan {/ INVOIC/~ D SHIPPED CITY, STATE, ZIP TERMS ~RIPTION PRICE UNIT r- s- ro m I~ r m 0 0 UI~ I'q ]:)ro ]° m 0 < m m 13i z ..{ 5001 Eagle Street Anchorage, Alaska 99503-7434 (907) 563-5000 FAX 562-7001 Construction and Maintenance Products CUSTOMER NO. ~i.'.,iD tJ G E~ U BILL TO: SHIP TO: DATE I SHIP VIA , F.O.B, TERMS PURCHASE ORDER NUMBER I ORDER DATE "SALESPERSON ] OUR ORDER NUMBER QUANTI~ tTEM NUMBER DESCRIPTi°N UNIT PRICE AMOUNT REQUIRED SHIPPED PLEASE PAY FRO~ THIS INVOICE TERMS ARE NET 30 DAYS, THANK YOU FOR YOUR ORDER! PLEASE NOTE OUR RETURN POLICY UNLESS OTHERWISE AGREED. ON YOUR SALES ORDER. BATES ENGINEERING P.O. Box 1273 Kotzebue, AK 99752 RECEIVED July 7, 1996 Doug Buyse P.O. Box 671406 Chugiak, AK 99567 JUL 1 1 1996 Municipality of Anchorage Dept. Health & Human Services Subject: Septic System Asbuilt for L 3 B3 McKinley View Estates Subd. DHHS Permit No. SW950131, PIN No. 051-792-35 Dear Doug, Recently I received a copy of a notice from the MOA DHHS that the permit has expired for the installation of the septic system that I designed and you installed last fall. As you are aware, I did inspect the construction of the system which appeared to substantially conform to the design size, DHHS materials specifications and construction installation requirements. However, because you elected to perform your own survey layout and establish the system elevations, i was unable to "Asbuilt" the system during installation. The following day when I came back to do the "Asbuilt" survey, I found that you had glued caps on all the cleanouts making it impossible to establish the elevations of the system. As you might remember, at that time I requested the caps be cut off and the proper, required ones be installed (which would also allow me access to "Asbuilt" the elevations) and that the final grading needed to be completed over the system. You explained to me that you didn't want to put removable caps on because the house was not built yet, would not be lived in for several months and you didn't want any one tampering with the system. In January and again in April I mentioned that the glued on caps needed to be replaced. The first of May, I was given sho~ notice on a move to Kotzebue and drove by and found that the caps and final grading still not complete. I'm not sure when I'll be back in the area to complete an "Asbuilt" of the system and would recommend that you hire another Engineer to complete an "Asbuilt" of the system. Sincerely, Harry R. O. Bates, P.E. cc: MOA DHHS Department of Hea th and Human Services 825 "L" Street P.O, Box196650 Anchorage, Alaska 99519-6650 343-4744 June 24, 1996 Douglas L Buyse Pamela Kay Buyse PO Box 671406 Chugiak, Alaska 99567 1406 Subject: Lot 3 Block 3 Mc Kinley View Estates Subdivision Permit #SW950131, PID #051-792-35 The subject permit, issued June 23, 1995 by this office for a single family well and/or on-site wastewater system, has expired as of June 23, 1996. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as-built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. Sf~erely, /~ ~me . Cro~, P.E. P~ogram Manager On-site Services enc: Copy of Permit cc: Bates Engineering 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 PERMIT PAGE 1 OF 1 PERMIT NUMBER:SW950131 DESIGN ENGINEER:BATES ENGINEERING OWNER NAME:BUYSE DOUGLAS L & PAMELA KAY OWNER ADDRESS:P.O. BOX 671406 CHUGIAK, AK 99567 DATE ISSUED: 6/23/95 EXPIRATION DATE: 6/23/96 PARCEL ID:05179235 LEGAL DESCRIPTION: MCKINLEY VIEW ESTATES BLK 3 LT 3 LOT SIZE: 30 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK 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 (iSAAC80) . 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: ISSUED BY: .~-~'~/L-'~-~G~" c?'*¢L~ ...... BATES ENGINEERING 4050 WARWICK PLACE ANCHORAGE, AK 99508 (907)563-0807 June 1,1995 MOA DHHS 825 'L' Street Anchorage, AK 99502 Subject: Septic System Design for Doug Buyse. Re: L 3 B3 McKinley View Estates Subdivision The attached Site Plan shows the proposed and alternate septic system locations for the subject lot and the existing septic systems on the adjacent lots. WELL IMPACT This subdivision is on a public water system. SEPTIC SYSTEM IMPACT The ground water is fairly high in this area the surrounding lots recorded ground water at 7'. The ground water in the area of the proposed system was recorded at 5.5' during the seasonal high in May. The alternate system recorded a seasonal ground water high at 3.5' and would require a mound system design if needed in the future. The receiving ground strata varies from a silty sand to a dense clayey gravelly till with perc rates varying from 10 min/inch to 60 min/inch. These materials and perc rates should provide adequate treatment of the effluent before reaching the ground water. There isn't any open water bodies in the area that are fed from the ground water. RESERVE SYSTEM There is adequate space for an alternate system as shown on the site plan, however it would need to be mounded to protect the ground water. DRAINAGE The lot slopes down to the NNW ranging from 10% to 2.5% with no cut banks. BELETTPL.DOC12/94 BATES ENGINEERING [] Design [] Construction [] Resource Development 441 OCEANVIEW DRIVE ANCHORAGE, ALASKA 99515 Telephone (907) 345-0807 p / ,,v ~,5'/- 7 '~ ~ - .~ ~" SHEET.O, ~ Or/O CHECKED BY DATE--- I I I I / / / / / / >/ / 9 / / / I ?/ 82-225 8~-~ Rood R;J; Bales BATES ENGINEERING Design D Construction D Resource Development 441 OCEANVIEW DRIVE ANCHORAGE, ALASKA 99515 Telephone (907) 345-0807 CHECKED BY DATE -2___ Nffll,' , ,,-, -,. 7~ BA2' '$ ENGINEERING D Design rlConstruction [] Resource Development 44! OCEANVIEW DRIVE ANCHORAGE, ALASKA 9951,5 Telephone (907) ;545-0607 CHECKED BY DATE PERFORMED FOR: LEGAL DESCRIPTION: ,~ ~-,~7" ,.~ 1 2 3 4 5 6 7 9 10 11 12 13 14 15 16 17 18 19 20 COMMENTS MUNICIPALITY OF ANCHORAGE ' TEST so,.s - ¢'/<_ T'Y SLOPE SITE PLAN o - 2,, ? -~/.-t. E IF YES, AT WHAT --~.6 S-/~p WAS GROUND WATER S ENCOUNTERED? /~'"/~ L DEPTH7 Gross Net Depth to Net Reading Date Time Time Water Drop ;~-:~0 70~ ~Y~' /~/o ~o' ~' PERCOLATION RATE ~ ~ (minutes/inch) '/~/~:~ ~"'~'~ ~' TEST RUN BETWEEN ~? FT AND "~ , FT 72-008 (6/79) PERFORMED FOR: 1 2 3 4 5- 6- 7 8 9 10 11 12 13 14 15 16 17 18 19 2O COMMENTS · . . Mumclpahty of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 sores LOG -- PERCOLATION TEST Township, Range, Section: SLOPE SITE PLAN WAS GROUND WATER ////,4~:~ .~. ENCOUNTERED? IF YES, AT WHAT OL DEPTH? -- 1, 8 ~r/~-4¢~ PE Depth to Water After -- /' ~ Monitoring? ~ ~' ~ Date: Gross Net Depth to Net Reading Date Time Time Water Drop / / ,' o ~ ~ o ' ,Z ,/', ; ,~/,,~ " / ,'o~~' ~0 ' R ¢'/¢~'~ PERCOLATION RATE ~ (minutes/inchl PERC HOLE DIAMETER TEST RUN BETWEEN ,~ FT AND /-----/Z FT PERFORMED BY: z~,,'f,~-~' "4~',,~'4:~/,,~/~'~/~,~/~:~ I /--/'~'~'~'~/~ ~' ~'~'~ J CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES iN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4185) ' ,,~ O~/~ EIsa' '~OI L~S LOG ; ' ,. l ~ ~ DEPART OTECTI ON PERFORMED FOR: ~ ~,'¢~ ' DATE PERFORMED: '~:~O"~~ SLOPE SITE PLAN It? ,, },~,,~ 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O COMMENTS IF YES, ATWHAT -- ,.3~ ,~7~"~E ~ 6-..s- C/z'2 WAS GROUND WATER S ENCOUNTERED? .,.,f~/z~ /~'"" L DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop ~t~Z:l; I~<~ ~" / ~' PERCOLATION RATE ! ~ (minutes/inch) TEST RUN BETWEEN J FT AND ~ FT PERFORMED FOR: 1 2 3 4 5 6 7 8 9 ,. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION SOILS LOG - PERCOLATION TEST SLOPE SITE PLAN lO 11 12 13 14 15 16 17 18 19 2o COMMENTS WAS GROUND WATER ,~. S ENCOUNTERED? ./~,./' C) L O P E IF YES, ATWHAT .~' DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop 5/' .~ ~ 't.~- ~o,~/~ ~/~ ~ : z 7 ~ ~ * Z; /¢:~ /O,',~,~' //~'~ I~1 PERCOLATION RATE /~ (minutes/inch) TEST RUN BETWEEN // , FT AND ~ FT 72-008 (6/79) MUNICIPALITY OF ANCHORAGE SOl LS LOG -- SLOPE SiTE PLAN 10 11 12 13 14 15 16 17 18 19 2O WAS GROUND WATER S ENCOUNTERED? /~/~*.~ L O P ! E IF YES, AT WHAT DEPTH?..~ · Gross Net Depth to Net .Reading Date Time Time Water Drop PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT AND __ FT COMMENTS 72-008 (6/79) MUNICIPALITY OF ANCHORAGE 2644720 825 L. Street, Anchorage, Alaska 99501 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: 1 4 5 7 / SLOPE SITE PLAN 10- 11 12 13- 14- 15- 16- 17- 18- 19- 20- WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE j ¢ (minutes/inch) TEST RUN BETWEEN / FT AND ~ FT COMMENTS PERFORMED By,a~A7~,~"' ~',~J4~/,~'t,~,,~,/~..~ CERTIFIED By: //,~¢,~'~, ,~,,,~'~ DATE: ~/~/~'- 72-008 (6/79) MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 051-792-35-000 Expiration Date: Legal description MCKINLEY VIEW ESTATES BLK 3 LT 3 Site address 22730 SENECA CIR Chugiak AK 99567 8/26/2025 Current property owner(s) GUGEL GERALD & KRISTINE LIVINGTRUST X The On-site system(s) is/are approved for 3 bedrooms Conditional approval for Comments or advisories: M bedrooms, with the following stipulations: Original Certificate Date: 10/9/2004 This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Services Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other COSA Approval June 2022 MUNICIPALITY OF Development Services Department On -Site Water & Wastewater Section ANCHORAGE Phone: 907-343-7904 Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 051-792-35 Complete legal description McKinley View Estates, Block 3, Lot 3 Location (site address) 22730 Seneca Circle, Chugiak Current property owner(s) Gerold & Kristine Gugle 2. ON-SITE SYSTEMS SIZED FOR 3 BEDROOMS Day phone 907-223-0133 3. TYPE OF WATER SUPPLY: ❑ Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units X Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: ❑■ Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ❑ Steel 0 Plastic ❑ Concrete ❑ Fiberglass Age 4 years _ See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑ Deep Trench ❑■ Wide Trench ❑ Seepage Pit Waiver request for: Expedited review requested: ❑ Distance: By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee $ )�/ Waiver Fee $ Date of Payment / Z' Z/ Z<=z % Date of Payment COSA # 5 �' I Waiver # COSA Applicationjune 2022 COSA Checklist_June 2022 COSA Checklist Legal Description: Parcel ID: If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ____ A. WELL DATA Well log is filed with Onsite (or attached) Date drilled Total depth ft Cased to ft Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) in. Date of flow test for COSA Static water level at beginning of test ft. Well production at time of test gpm Water storage tank volume gallons Well disinfected for coliform test? Yes No Coliform bacteria is Negative Nitrate mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date Comments __________________________________________________________________________________ B. TANK DATA Measured operating fluid level in septic tank Date of pumping Required maintenance completed, if AWWTS Comments: C. LIFT STATION Required maintenance completed Age of lift station years Lift station material Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) ALL standpipes present per record drawing Total measured depth from grade ft (max) Measured depth to pipe invert from grade ft (min) N/A – pressurized field. Per record drawings, field is insulated. Monitor tubes go to bottom of effective. If not, state depth into effective Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced gallons date Any rejuvenation treatment (past 12 months) If yes, enter date Adequacy test date Results Pass Fluid depth prior to test in Water added gal New fluid depth in Elapsed time min Final fluid depth in Absorption rate gpd FIELD STATUS – POST RECOVERY Effective depth (per record drawings) in Effective depth used in Effective depth remaining in Comments/Deficiencies: McKinley View Estates, Block 3, Lot 3 051-792-35 51* *the tank is not level. 9/6/1995 3.5* 2.0 No** 8/16/2024 0 450+ 3*** 360 0 450+ 6 0 6 *varies 3-ft to 3.5-ft, insulated per 7/19/1999 inspection report **none known, ***water added to eastern trench cleanout, new fluid depth: east trench: 3", middle trench: 1", west trench: 0", All trenches are receiving water. ■ X COSA Checklist_June 2022 E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) Septic Tank/Lift Station on Lot > 100’ Yes if No ft Neighboring Tank > 100’ Yes if No ft Absorption Field on Lot > 100’ Yes if No ft Neighboring Absorption Fields > 100’ Yes if No ft Community Sewer Main > 75’ Yes if No ft Community Sewer Manhole/Cleanout > 100’ Yes if No ft Private Sewer/Septic Line > 25’ Yes if No ft Holding Tank > 100’ Yes if No ft Animal Containment > 50’ Yes if No ft Manure/Animal Excreta Storage > 100’ Yes if No ft N/A – Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10’ Yes if No ft Tank to Property Line > 5’ Yes if No ft Field to Property Line > 10’ Yes if No ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft Wells on Adjacent Lots: Private Wells > 100’ Yes if No ft Community Wells > 200’ Yes if No ft If tank or field is under driveway comment below F. ENGINEER’S COMMENTS G. CERTIFICATION & STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines, indicates that the on-site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm Phone Engineer’s Printed Name Date 907-280-9493 ■ ■ ■ ■ ■ ■ ■ ■ September 9, 2024 Gerold Gugel PO Box 671227 Chugiak, AK 99567 To whom it may concern, Subject to your agreement to indemnify the company as set forth below, GCI Communication Corp has no objection to the leach field encroachment into existing 15’ Telecommunication & Electric easement on the South end of the lot located within Section 4, T15N, R1W in Seward Meridian MCKINLEY VIEW ESTATES BLOCK 3 LOT 3, also known as 22730 Seneca Cir, city grid ERNW1459, GCI WO# 24-0002-28. This letter of non-objection in no way precludes GCI Communication Corp from full use and enjoyment of any rights it may have within any portion of the utility easement and or the right-of-way, including unlimited access for servicing its facilities. Also, any additional and extraordinary costs incurred during any future required construction, repair, or reconstruction of GCI’s facilities to accommodate any or all the encroachments shall be paid by the property owner. By signing below, you agree to indemnify and hold GCI Communication Corp harmless, now, and forever, for any damage, costs, expense (including reasonable attorney's fees), liabilities and injury to any person or property occurring as a result of the encroachment. Please indicate your acceptance by signing and returning this letter to me at the address below. Sincerely, ______________________________ Signature ______________________________ Date MICHEAL WORONIECKI GCI | OSP Design Engineer III (907) 382-6662 Docusign Envelope ID: 9074809F-E8FD-4893-BEEA-3B906E4C4DBE September 11, 2024 lu AMEA MATANUSKA ELECTRIC ASSOCIATION MATANUSKA ELECTRIC ASSOCIATION, INC. LETTER OF NON -OBJECTION Date: September 3, 2024 Gerold and Kristine Gugel Living Trust PO Box 671227 Chugiak, AK 99567 Re: Letter of Non -objection for the existing septic system that extends into the platted Utility Easement on Lot 3, Block 3, McKinley View Estates Subdivision, Plat No. 82-225, Section 4, Township 15 N, Range 1 W, S.M., Anchorage Recording District To Whom it May Concern, MEA has no objection to existing septic system that extends into the platted Utility Easement on Lot 3, Block 3, McKinley View Estates Subdivision, Plat No. 82-225, Section 4, Township 15 N, Range 1 W, S.M., as it pertains to MEA's use of the easement and is subject to the underlying landowner's approval, as shown in the drawing dated January 11, 2021, on page 2, subject to the following conditions: 1. The improvement will in no way restrict or limit the current or future ability of MEA to fully enjoy the benefits of the easement for any and all utility purposes that it presently enjoys under the easement. 2. MEA will be held harmless by the landowner from liability for any and all damages or injury to any person or property that may result from the existing and future use of the easement by MEA, its contractors, or assigns. 3. MEA will be held harmless by the landowner for any and all liability arising out of or relating to any use of the easement by others under a Letter of Non -Objection. 4. The landowner will be liable for any damages caused to MEA facilities by the improvement in the easement. 5. The landowner will be responsible for any special construction costs incurred by MEA due to the improvement in the easement. 6. The landowner will assure compliance with all applicable safety codes relating to the improvement in the easement. 7. Use of this letter by the landowner, their successors or assigns will constitute acceptance of these conditions. 8. Alteration of these conditions shall invalidate this letter. 9. This letter is not effective unless it is recorded in the Anchorage Recording District before ownership of the referenced property is changed from the above-named landowner. Sincerely, Sarah Brandt, Land Services Manager STATE OF ALASKA) SS - THIS IS TO CERTIFY that on this `� day of SppfilrnbeY 2024, before me, the undersigned, a !Votary Public in and for the State of Alaska, duly commissioned and sworn as such, personally appeared Sarah Brandt, Land Services Manager , Known to me and to me known to be the individual(s) named in and who executed the foregoing instrument and acknowledged to me that he/she/they signed and sealed the same as a voluntary act and deed for the uses and purposes therein mentioned. IN WITNESS WHEREOF, I have hereunto set my hand and official seal the day and year first above written offmal Seal STATE Of ALASKA S{ NaWy Pubk Notary Public in and Alaska My commission expires '31112-7 Steven Ray w �. . oyo12R17 Return to: MEA, PO Box 2929, Palmer, AK 99645 MATANUSKA ELECTRIC ASSOCIATION, INC. • P.D. Box 2929 • Palmer, Alaska 99645 • t 907.745.9300 • f 907.761.9368 • wwvv.mea.coap MATANUSKA ELECTRIC ASSOCIATION e SENECA CIRCLE KEYBOA LOT 2 BLK 3 r V xa.s•SHED 1'1.;• �pc 17� 2a.s a 14.s• PA+V,D D/w QL to to - C C O ri x DECK � 25.0• -U �° 9.o• e aur5NG Cr a Fom 9.n- z 4 � 69.0' LOT 3 aECK 14.8• BLK 3 LOT 4 BLK 3 i W • SEPT)c VE -4r (tw) —IS' T&£ £SMT =3' REMAINDER SECTION UNE ESMT _— N89'58'20"E 162.68' (163.00' R) BASIS OF BEAMING WEST HOMESTEAD ROAD ANCHORAGE RECQ.RDiNG DISTRICT, ALASKA. AS -BUILT OF: McKKINLEY VIEW ESTATES LOT 3 BLK 3 PLAT 82-225 SURWY CLRT1FiCATF; 1, John L. Schuller, Have conducted a physical survey of this property as shnwn on this dmwig end that the nnpmvemens situated hereon ;tte within the propeny lines and no enchroachments exist other Than noted. Under no circumsatnce should any information on this drawing he used for construction of foncas, structures, impmvcmnnts, or far establishing boundary linea- !iX(,3.U•5ION NOTES: It is the owners respnmsibiliry to determine rhe existence ofany casements, covenants. or restrictions which do nor appear on the retarded subdivision plat, WORK OROER NUMBER; SUIt _y�y. JAk 71, 2021 1"a3O' 21 —011 ss r«m a oto b p -4S NW7459 210112 Q = FND 518" RBBAR OF 4.gTII .......... ...... �. -,JWN L SCHULLER,- o 7.S-10406 of ,r adA '..�:.:-r ti; •fid 0 �� °fes sionot 4o rr. 1831 Telkeetnet Street Anchorage, Alaska 99608 (907) 227-1455 office (907) 274-4992 tax CT 1D# 2020618 MEA EASE# ZbQ `l`L MATANUSKA ELECTRIC ASSOCIATION, INC. • P.O. Box 2929 • Palmer, Alaska 99645 • t 907.745,9300 - f 907.761.9368 • www.mea.coop MTA NON -OBJECTION TO EASEMENT ENCROACHMENT DOCUMENT By this document Matanuska Telecom Association, Inc. (MTA) declares that it has no objection to the septic system drain field encroachment within the fifteen foot (15') Telephone and Electric Easement on Lot 3, Block 3, Mckinley View Estates, filed as Plat Number 82-225 in the Anchorage Recording District. Please be advised that MTA through the issuance of this document does not forfeit any of its rights to the use of the area cited. In the exercise of these rights MTA will, if needed, upgrade, maintain, repair, and/or replace buried or aerial telecommunications facilities within the easement. Any repairs that may be required to the encroachment as a result of utility construction will be borne by the property owner of record. This document does not authorize the placement of any additional encroachments within the easement area. Property owners are required to obtain utility locates before doing any kind of work in the utility easements and will be liable for any damages caused by their construction work in the easements. This document is in .no way. an agreement to vacate any portion of the utility easement and should not be interpreted as such. Issued for Matanuska Telecom Association, Inc. this 27th day of August, 2024 by Jessica Burnett, Right of Way Manager Matanuska Telecom, Association, Inc. vw 0 I SCHUI 0 fo C- 0 CD Co. mi co Cl 0 CO P) . ol 0 oll 0. 0 o cn 00 N3 0 Z: m C/) oo') co ( 3) rn 00 70 Z, n I SCHUI 0 OD 3 P) CD Ol th P 0 CO P) . ol 0 oll 0. 0 0, I rl o cn 00 N3 0 Z: m C/) oo') co ( 3) rn 00 70 Z, PermitNo.~'~ c~.~ <:7/ ~ / Page ~-~'~ of ~ Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · RECEIVED JUL 08 1999 Municipality of Anchorage ,'~H~IOP~.LITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN S~RxrI~.F.~'-' "ENV'IROI'~'iENTAL SERV CE$ DIVI$IOJj~----~-.~ Environmental Services Division 825 L Street, Room 502 · Anchorage, Alaska 99501 · (907) 343-4744 Legal Description: A. WELL DATA Health Authority Approval Checklist Well type ~----~$s "A~ Log present (Y/N) Total depth IfA, B, or C, attach ADEC letter. ADEC water system number Date completed Casing height (above ground) Sanitary seal (Y/N) Cased to Wires properly protected (Y/N) AT INSPECTION Date of test Static water level Well production FROM WELL LOG g.p.m. g.p.m. WATER SAMPLE RESULTS: Coliform Nitrate Date of sample: Collected by: Other bacteria B. SEPTIC/I.IEtiiii~RI~i TANK DATA -~- ~ ~ ~ LF-~ Date installed ~J//~/~-~' Tank size [0(:30 Number of Compartments __ Foundation cleanbut (~N) "1/~--~ /u,-'~-"-\ /~c~ L.~'e~- .) Depression (y(~l High water alarm (Y/~ 'Z.. Cle&nouts~)/N) '¢~'-~ C. ABSORPTION FIELD DATA Date installed ~ Length 1%~ '~T~.~-~ Width Effective absorption area _~ Date of adequacy test '7/G./'~ Fluid depth in absorption field before test (in.); Fluid depth O (ins) Minutes later: Peroxide treatment (past 12 months) (Y~ Pumper --~ ~A~.~-~ Soil rating (~ome,~/SEi~) O. ~ System type i ~ Gravel thickness below pipe O.~1 Total depth Monitoring Tube present {~'N) '~'c>-¢.~ Depression over field (Y~ __ Results (~a"'~/Pl~f~). ~0~_~. For '-~ 0" Immediately after'?~'(- gal. water added (in.): :~ ~. Absorption rate = ~'o 4- .g.p.d. I~ad'~ J(~u¢~J If yes, give date ~ bedrooms 72-026 (Rev. 3/96)* 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 Parcel I.D. # CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING 051-792-35~; NAA# 1. GENERAL INFORMATION Complete'legal description McKinley View Estates S/Dj Lot 3, Block 3, Location (site address or directions) 22730 Seneca Circle Property owner Douq and Pam Buyse Mailing address P .0. Box 671 489 Day phone 688-7100 Chugiak, AK 99567 Lending agency Day phone Mailing address Agent Della Thomas w/ Prudential Vista R.E. Address '16635 Centerfield Drive, Suite# 103 Day phone 689-6499 Eagle River, AK 99577 Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: TYPE OF WATER SUPPLY: Individual well Community well NOTE: XX Public water If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site NOTE: ×X Public sewer 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 o STA']I'EMENT 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. Nam(; of Firm Address Engineer's signature ,, ANUHUf~ ALASKA WATE" & NC. Phone · ' 2B Date DHHS SIGNATURE ~/'~' Approved for '7' //'Z/. ~:)~'~' bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: Additional Comments The Municipality of Anchorage Department of Health and Human Services (DHHS} issues Health Authority Approval Certifisates 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 order to 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 engineer's work. 72-O25 (Rev. 1~J1) Back MOA ~21 ! LIFT STATION ~...~/~ Date install~~...... .~ , , Manhole/Access (Y/N)__~-- _ __ "Pump off' level at SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot ~°°l + On adjacent ~t~ Absorption field on lot ~-°°~ '} ~nt lots Public sewer main ~ Public sewer manhole/cleanout line Lift station SEPARATION DISTANCES FROM SEPTIC/H~'f~IG TANK ON LOTTO: Foundation ,..,~1 4- Property line ~.%t+ Absorption field ~.~ I Water main/service line Iol4' Surface water/drainage _ J ool-f- Wells on adjacent lots Z-o~I t- lo '{-' ;~ot 4- SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO: Property line Surface water Curtain drain Building foundation Io~'1' Water main/service line Driveway, parking/vehicle storage area Wells on adjacent lots ENGINEER'S CERTIFICATION I certify that Ih.,a~ef'~ ~',in~'~rL field inspections and revieu in conformanf~e wit~ ¢~¢) i ~A~gu, elines in effect on this date. Signature_ \~ JCc'lvl/, - '~. , / /~r .... . Engineer's Name j~--~c~ 7 A L/'~-"~ - Date are HAA Fee $ Date of Payment Receipt Number 72-026 (Rev. 3/96)* Waiver Fee $ Date of Payment Receipt Number Alaska Water & Wastewater Consultants, Inc. 6901 Debarr Road, Suite 2B - Anchorage ~ Alaska 99504 Phone (907) 33%6179 - Fax (907) 338-3246 July 7, 1999 Doug and Pam Buyse P.O. Box 671489 Chugiak, Alaska 99567 Subject: Septic Adequacy Test at Lot 3; Block 3; McKinley View Estates S/D 22730 Seneca Drive Dear Mr. & Mrs. Buyse, Per your request, we performed an adequacy test on the subject septic system. Our findings are summarized as follows: The septic system at Lot 3, Block 3, McKinley View Estates Subdivision was installed in September of 1995. Inspections of the septic installations were performed by Harry Bates, P.E. and the As-built documentation was performed by James F. Sizemore, P.E. It is our understanding that the As-built drawing was either not submitted to the M.O.A. or lost and that Mr. Sizemore will be re-submitting the drawings today (7/7/99). On the day of our inspection, 7/6/99, the monitoring tubes in the drainfield were checked and all were found to be dry. The septic tank was pumped by J.R's Pumping prior to the test. Seven-hundred & thirty-six (736) gallons of water was introduced into one of the monitoring tubes in the drainfield caused the liquid level to rise two inches. Five (5) minutes after the introduction of water was stopped, the monitoring tube was checked and found to be dry. Based upon this data, it can be concluded that the drainfield has an absorption capacity of greater than 450 gallons per day, as required for a three (3) bedroom house. The property is served by a community water system. Prior to submitting the necessary paperwork to the MOA to obtain a Health Authority Approval HAA), which is required for the sale of the home, we will need confirmation that the As-built drawing of the septic system has been submitted. If you have any questions, or we can be of further service, please call us at 337-6179. Thank you for your bus~/? S' 3~ ~ E., M.S. July 7, 1998 Doug Buyse P.O. Box 671406 Ohugiak, AK 99567 Subject: BATES ENGINEERING P.O. Box 1273 K°tzebue, AK 997~12 RECEIVED JUL 11 1996 MunicJpaJip/of Ar'ichorag~ Dept, HeaJth & Human Services Septic System Asbuilt for L 3 B3 McKinley View Estates Subd. DHHS Permit No. SW950131, PiN No. 051-792-35 Dear Doug, Recently I received a copy of a notice from the MOA DHHS that the permit has expired for the installation of the septic system that I desi~iied and you installed last fall. As you are aware, I did inspect the construction of the system which appeared to substantially conform to the design size, DHHS materials specifications and construction installation requirements. However, because you elected to perform your own survey layout and establish the system elevations, I was unable to "Asbuilt" the system during installation. The following day when I came back to do the "Asbuilt" survey, I found that you had glued caps on all the cleanouts making It impossible to establish the elevations of the system. As you might remember, At that time I requested the caps be cut off and the proper, required ones be installed (which would also allow me access to "Asbuilt" the elevations) and that the final grading needed to be completed over the system. You explained to me that you didn't want to put removable caps on because the house was not built yet, would not be lived in for several months and you didn't want any one tampering with the system. In January and again in April I mentioned that the glued on caps weeded to be replaced. The first of May, I was given short notice on a move to Kotzebue and drove Dy and found that the caps and final grading still not complete. I'm not sure when I'll be back in the area to' complete an "Asbuilt" of the system and would recommend that you hire another Engineer to complete an "Asbuilt" of the system. Sincerely, Harry R. J. Bates, P.E. cc: MOA DHHS