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HomeMy WebLinkAboutKNIK VIEW ESTATES BLK 3 LT 24Knik View Estates Block Lot 24 #05! -043-26 Municipality of Anchorage On-Site Water and Wastewater Section - (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP251064 PID Number: 051-043-26 Dwelling: 0 Single Family (SF) F-1 with ADU R Duplex (D) R Two Single Family Project: El New 0 Upgrade Name MAUS DANIEL & DEENA ABSORPTION FIELD R Deep Trench N Wide Trench F] Bed El Mound Site Address 21940 JUDD CIRCLE, CHUGIAK ❑El Other Phone7 Bedrooms Soil Rating Total depth from original grade " 4 0.6 GPD/SFI 9 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 5 Ft. Gravel depth beneath pipe 4 Ft. Subdivision Block Lot KNIK VIEW ESTATES 3 24 Fill added above original grade VARIES -0.37 to 1.21 Ft. Gravel length 100 Ft. Township Range Section Gravel width 5 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To: Septic Absorption Holding Sewer I Lift Station Total absorption area Number of trenches Dist. between trenches Tank Field From Tank Line 1000 Fe 1 Ft. 1+ Well 200 200'+ 25'- TANK ED Septic ❑ S.T.E.P. 171 Holding [I Other Manufacturer GREER Capacity 1500 Gal. Surface Water 100'+ 100'+ Material HDPE Number of compartments 2 Lot Line 5'+ 10'+ NA Foundation 10'+ 10'+ LIFT STATION Manufacturer Capacity Gal. Remarks DEEP-BURIAL HDPE TANK W1 INSULATION - ---- ----- Alarm location Electrical installed by Tank to PIPE MATERIAL House to tank drainfield,303-4--_ Installer JRS .3,03,41-... Drainfield 3034 CO/MT 3034 Inspector FWC BENCH MARK (Assumed elevation) 100 ft Inspdates: ection 15` 4/30/25 2nd 5/1/25 Location and description LOP 3'd 5/1/25 4`" 516/25 T OF MH ON-SITE WATER AND WASTEWATER SECTION APPROVAL OF A Conditional Approval: Date , *f 10•TH .... .... . ...... Septic System/ Approved Curtis Huffman CE 128991 Date, .95/06/25. . PROFESSO -0- Note: this approval does not include well permit requirement N\ (Rev 0102/18) 28.0 ' 2 8 . 3 ' 28.7 ' 8 . 0 ' 39.6 ' 3 0 . 3 ' 40.3 ' 1 0 . 0 ' 4 BE D R O O M RES I D E N C E ELE C . G A S PID:051-043-26 PERMIT:OSP251064 FIRST WATER CONSULTING KNIK VIEW ESTATES B3, L24 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 hftp://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP251064 Work Type: Septic Upgrade Tax Code Number: 05104326000 Site Legal Address: KNIK VIEW ESTATES BLK 3 LT 24 G:1558 Site Mailing Address: 21940 JUDD CIR, Chugiak Owner: MAUS DANIEL & DEENA Design Engineer: FIRST WATER CONSULTING This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: 3/28/2025 3/28/2026 32908 2 Disposal Field 2 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 Received By: -� - '�- Issued By: Date: Date: i 4 bmltwl�"' H Development Services Department On -Site Water & Wastewater Section ON -SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 051-043-26 Property owner(s) DAN I E L & D E E NA MAU S Day phone Mailing address 23324 GREATLAND DRIVE, CHUGIAK, AK 99567 Site address 21940 JUDD CIRCLE, CHUGIAK, AK 99567 Legal description KNIK VIEW ESTATES BLOCK 3, LOT 24 Number of Bedrooms 4 Engineering Firm FIRST WATER CONSULTING Building Permit Number APPLICATION IS FOR: (Z all that apply) Absorption Field F] r-1 Septic Tank Holding Tank Privy Well Not Applicable 01 APPLICATION IS AN: Initial ❑ Upgrade El Renewal ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Permit/Rush Fees: Date of Payment: Permit No. Waiver Fees: Date of Payment: Waiver No. Phone.- 907-343-7904 Distance: 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com ! !! March 24, 2025 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC SYSTEM UPGRADE PERMIT LEGAL: KNIK VIEW ESTATES BLOCK 3, LOT 24 The property owner has requested we obtain a permit to upgrade the failed septic system of the above referenced lot. We propose to install one 5-wide reserve or alternate absorption trench and 1500-gallon HDPE tank to serve the existing 4-bedroom residence. The design is based on the test holes conducted originally in November 2000 located in the MOA record file. No groundwater was observed at test hole excavation or monitoring. The slopes are moderate - flat to 3 -7% at the proposed upgrade location. The lot and area are served by 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 OSP251064, Curtis Townsend, 03/28/25 2 8 .0' 2 8 . 3 ' 2 8 .7 ' 8 . 0 ' 39.6 ' 3 0 . 3 '4 0.3 ' 1 0 . 0 ' 4 BED R OO M RE SID E N C E E L E C. G A S FIRST WATER CONSULTING KNIK VIEW ESTATES B3, L24 DESIGN CALCS: SITE & AREA SERVED BY PUBLIC WATER NO SLOPES >25% WITHIN 50' OF PROPOSED FIELD. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251064, Curtis Townsend, 03/28/25 3 9 .6 ' 3 0 . 3 '40.3 ' 1 0 . 0 ' 4 BED R O O M RES I D E N C E A S FIRST WATER CONSULTING NO WELLS WITHIN 200' OF PROPOSED SEPTIC TANK OR PROPOSED FIELD. WATERLINE IS IN FRONT LOT. DESIGN DETAILS: KNIK VIEW ESTATES B3, L24 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251064, Curtis Townsend, 03/28/25  Municipality of Anchorage ~ ~.;. t e Development Services Department .'- · Building Safety Division ~'i~ On-Site Water & Wast*water Program. 4700 South Bragaw St. P.O. Box 196650 Anchorage. AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Page 1 of On-Site Wast,water Disposal System and/or Well Inspection Report Permit Numbe~ SW010077 PID Numbem 051--043--26 Name:DANAe DEENA MAUS WastewaterSystem: · New r'l Upgrade P.O. BOX 671489 * CHUOIAK, AK 99567 ABSORPTION FIELD Phone: No. of Bedrooma: (907) 688-0723 4 n~p Trench IlShollow Trench abed 131~ound [:]Other LEGAL DESCRIPTION 0.60 ~/~,~ 8.o - 8.0 24 3 KNIK VIEW ESTATES 2.0 - 4.0 ~ 4.0 - - - (SEE DWG.) r~ 103 WELL: ri New I-I Upgrad 5 ~ 1 ..n~ r~ RCP EXCAVATING 4-7/2001 SEPARATION DISTANCES =s.p~c a,ol~n~ =S.T.~P. Tank Station Tank ANCHOEAGE TANK 1250 Well 200°4. 200'+ -- -- 25'+ STEEL 2 s~o=. wot,, ~oo'. ~oo'. - - - LIFT STATION Foundation 5'4- 10'+ - - - '~ '"' ~ m: ~ ~: ,*w ,~r m.m Curtaln Drain N01NE KNOW Remarks: BENCH MARK Bo'FrOM OF BACK DECK DOOR THRESHOLD 98.79 Inspections performed by:. AWWC, INC. Dates: 1st 5/4/2001 .... ~:...:-~ ~/~j~/,~_ 2nd 5/7/2001 ~ ..~,.. ~y~. ...... 3rd 10/24/2001 )~"_':..'~'l~l~'~'~s~:""~ Department of Health and Human Services approval,,e -.~ .r, -,~, .' . ,~.¢~,~....~?-E~7953........~,~.~ R~viewed and approved b~ Date: t ,3..-//-0! ~_'~'"'_'o~o~,~'. ~,..,~ AS BUILT I)RAWING SW010077 ~ 051-043-26 ClRCLEZ / ~?~X :...;' ~ ~ '. .r .,.: / ~ k?:.?;~.;. '~:.:~ ;..':.,~ k D8~ 37.1 74.2 / A ~;.,;~:~x ;;~.; ;%':::~ ~ cm 85.~ 68.5 ~~ ~ ~,:.;.% ;;;:':: 4~'.?,:k k ~ a~., 7,.0 A S~C T~K / ~ ..... ~..~.~.~,,,,,__ ..... ~ ~ '... ~ ..' ~ J.L.M. ALASKA WATER & WASTEWATER ~ CONSULTANTS, INC. 1 # = 40' PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DAN AND DEENA MAUS (gO7) 688-0723 2 OF KNIK VIEW ESTATES SUBDIVISION; LOT 24, BLOCK 3 AS-BUILT OF SEPTIC SYSTEM A B ST2 3,3,3 71.6 [)BL1 ,35.8 73.2 DBL2 37.1 74-.2 C01 85.1 68.5 IvlT1 84,.4 71.0 MT2 ,54.0 114.8 SW010077 051-043-26 - 98.79 TOP O~ T~K ~ (IN~ ~ 9521 : ORIGI~ G~E~ ~[NSU~ON -- 94.21 (A~.) - ,o.2~ (A~.) CONSULTANTS, INC. ~.T,S. ' ' DAN AND DEENA MAUS (:907) 688-0723 KHIK VIEW ESTATES SUBDIVISION; LOT 24, BLOCK 3 ~;~._~.~A~ ..y .......~-~ PROFILE AS-BUILT OF SEPTIC SYSTEM 8-221 DEL STREET Qo ' ANC*ORAGE.;LA3KA8S5O2 ~~ p*ows 2+3-48e0 DATE 44, 0 4FLD. BK. AV AV NOTES: Easements not appearing on record subdivision p|nt are not shown unless description of easement is provded by client. It is the responsibility of the owner or buUder, prior to conotnucbon, to verify proposed building grade relative to finish grade and utilities connectionn, and to determine the existence of any azeamento' covenonts, or restrictions which do not cppnor on the recorded subdivision plot. Elevations based on assumed datum unless otxenviae Kiodicoted and bearings and distances are record data. ��� LEGAL DESCRIPTION_ MIK VIEW ESTATES PLAT NO. SCALE MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Apr 23, 2001 Expiration Date: Apr 23, 2002 Permit Number: SW010077 Legal Description: Knik View Estates Block 3 Lot 24 Design Engineer: 0041 AK Water & Wastewater Consultan' Owner Name: Dan & Deena Maus Owner Address: P.O. Box 671534 Chugaik, AL 99567- Pamel ID: 051-043-26 Site Address: P.O. Box 671534 Chugiak, Ak. 99567 Lot Size: 32908 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: r~ Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage ,all construction must be in accordance with: 1. The attached approved design. 2. ,all requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of,alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Issued By: Date: Date: Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 So~h Bragaw SL P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.anchorage.ak.us (9o7) 343-79o4 Parcel I.D. ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Permit Number. $~ 01oo?? Property owner(s) Mailing address (1) Mailing address (2) DAN & DEENA MAU$ P.O. BOX 671554 * CHUGIAK. AK Day phone 688-0725 ~pCode 99567 Legal description (Lot, Block& Sub'd.) LOT 24. BLOCK 5. KN1K VIEW ESTATES SUBDMSlON Legal description (Section, Township & Range) Lot Size 32.~ff~ Acms/Sq.Ft. Number of Bedrooms 4 THIS APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade Wall Only Water Storage THIS PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool JacJrr~I Water Softening Unlt I certify that the above information Is correct. I further certify that this application is being made for a. Single Family Dwelling and Is In accordance with applicable Municipal codes. ALASKA WATER & WASTEWATER CONSULTANTSr INC. Penllit Fees: -~'=P~'~ - Dato of Payment: ~ /~-(~,,-C~)/ Receipt Number:., C~ 7,.51 Waiver Fees: Date of Payment: Receipt Number:.. ALASKA WATER WASTEWATER CONSULTANTS, INC. April3,2001 Municipality of Anchorage Development Service Department Building Safety Divisioh On-Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 9951%6650 Reft Proposed Septic System Design for Lot 24, Block 3, Knik View Estates Subdivision To whom it may concern: The proposed 4 bedroom house will be served by a community water system and a private septic system. Two test holes were excavated in the area of the proposed septic system. The proposed septic system will be designed around the 30 foot radii of these test holes. We are proposing that a 1250 gallon septic tank and a five foot wide drainfield be installed. Comments regarding the proposed design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classificat!ons, groundwater monitoring~ and the percolation test results. It is our opinion that an applicatmn rate of 0.6 gallons/day/ft' should be used. 2. TRENCII DESIGN: a. Percolation Rate: 15&26.7minutes/inch b. Allowable Application Rate: 0.6 gallonslday/fl2 c. NumberofBedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 1000 ft2 f. Total Depth: 8 feet (max.) g. Effective Depth: 4 feet h. Width: 5 feet i. Reduction Factor: 0.50 j. Minimum Length: 100 feet long k Effective absorption area = 1000 ft2 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwxve.com 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 4. TOPOGRAPIIY: The area for the proopsed septic system is mostly fiat; in short, there are no slope concerns. We are unaxvare of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. ~Sincerely, /~~ess. ) Je . ~ .E., M.S. NOTE: Attached is a site plan drawing, a design drawing, two soils log, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akxv~vc.com SEPllO SYSTEMS. Il / / ~ LOT 2~. BLOCK 3, I / ~/ / I ~,~K ~n~w EST. I /l~l H ~ / ~' // ~ ~?. SL~ 3. I ~ / //~ ~L ...... . ~ ~ ,,'7 ' JUDD CIRCLE X.', ~) // / ~ ~ ~ ~ ~_' ~ ~ /// / /~ g ~ / / / / ~:;;~ LOT 25. BL~K 3 ~ ._ I ~ F-~ '" ' / LOT 10. B~K 3. /' ~1~12oo~ ............................. ,~w. ~: ~1 ASI~ 5~TER & WASTE~5~TER ~ , ~ ,. , CONSULTANTS,, INC. · I = 100' DAN AND DEENA MAUS (907) 688-0723 10~ 2 ~ D~CR,P.O.: ~'.... 1~:--7953 .../~ ~ or WORK: SITE P~N FOR PROPOSED SEPTIC SYSTEM c.,~c,,-/,,,,¢:.% -% ~~ ~i~TER & ~VASTEiVATER DAN AND DEENA MAUS (907) 688-0723 2 OF 2 ¢'~~ .... :"'~ KNIK VIEW ESTATES SUBDIVISION; LOT 24, BLOCK ~ DESIGN OF PROPOSED SEPTIC SYSTEM AI.&SKA WATER & WASTEWATER CONSULTANTS, INC.,=..- ,-,,_-,,.~,~ OF i SOIL LOG - PERCOLATION TEST I ~ ~'~'; 1' LEGAL DESORIPTION: KNIK V1EW ESTATES S/B: LOT :4. BLOCK 3. [ ....... [' [~,-- ........... PERFORMED FOR: DAN AND BEENA J~AUS DATE PERFORMED: 11/22/2000 U0~o~]....7,~_7953 ....- g GM CL , GC OL , , sw HH SI~E ~ I SM ' OH SC ]H/SH DEPTH TO J DATE $EO~DWATEE~ ,~ ~ ~/2~/oo I 11 DATE RE'lNG CLOCK NET TIME WATER LEVEL NET DROP TIME (HIN~ES) READING (INCHES) 12 1 ~/28/00 1 8:40 6' __ 2 9:10 50 4' 2' 15 5 9:10 -- 6' 4 9:40 50 4' 14 5 9:40 ~ 6' 6 10:10 50 4' 15 16 17 18 19 PERC~TION ~TE 15 .(HIN./INCH) PERC. H~E DIA. 6' (INCHES) 20 TEST R~ BET~EN 6.5 FT. ~D. 7.0 COHHENTS: PEEL-HOLE W~ PRE-SO. ED FOR 4+ HOURS PERFORMED BY A~ WA~R ~ W~ATER I. JE~ ~ G~NES. CER~ ~T ~IS Wt ~ ~RFORMED IN AOCORD~CE WEH ~L ~A~ ~D MUNICIPAL GUIDEUNES IN E~E~ ON ~IS DATE: DEPTH TO DATE GROUNDWATEF DRY 11/22/00 DRY 11/29/00 ALASKA WATER & WASTEWATER, CONSULTANTS, INC. ~,~"'-'~"~'~-'~"0~. 6901 DESARR ROAO' SUITE 2B ' ANCH01~GE' ~1' 99~04 PHONE (907) '~37-6179 * FAX (907) 338-1246 JSOIk LOG - PERCOLATION TESTJ !~:: 't/l~/~p tm PERFORMED FOR: DAN AND D£ENA taUS ;J~..~ ...... :...-~ DATE PERFORMED: 1,/22/2000 ...." ~ITEST HOLE #2j ' ~ t1~°-,~,!o., ~', ......... oeo..~ o~ °x~'~,=..=.'""~ ~ ORG.NqICS ~ ~P TTTTTTT UL ? ,~ GM CL GC OL sw MH ' \ ~ S~I~7~--~I SM OH ! sc DEPTH TO J DATE SROUNDWATER 10 1 ~ DATE READING CLOCK N~ TIHE WATER LEVEL NET DROP TIHE (HI~E5) RE. lNG (INCHES) 12 11/28/00 1 8:41 6' __ 2 9:11 30 4 7/8' I 1/8' 13 3 9:11 ~ 6' 4 g:41 30 4 7/8' 1 I/8' 14 5 9:41 ~ 6 10:11 30 4 7/8' 1 1/8' 15 16 17 18 19 PERC~TION ~TE 26.7 (MIN./INCH) PERC. H~E DIA. 6' (INCHES) 2 TEST R~ BETWEEN 6.5 ~. ~ 7.0 FT. COMMENTS: PERC-HO~ W~ PR~-SO~ED FOR 4+ HOURS PERFORMED BY A~ WATER & W~ATER I, dE~ ~ ~NES, CE~ T~T ~lS W~]PERFORMED IN ACCORD~CE W~ ALL ~ATE AND MUNICIPAL CUIDEUNES IN E~ECT ON ~IS DATE: DEPTH TO DATE 3ROUNDWATER DRY 11/22/00 DRY 11/29/00 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 OSC251155 Parcel ID 051 -043-26 Expiration Date: 5/6/2026 Legal description KNIK VIEW ESTATES BLK 3 LT 24 Site address 21940 J U D D C I R Current property owner(s) MAUS DANIEL & DEENA X The On-site system(s) is/are approved for 4 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or conditions: No comments By: Original Certificate Date: 5/7/2025 This rtificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject s em(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, evelopment Service 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 submittal. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 051-043-26 Complete legal description KNIK VIEW ESTATES BLOCK 3 LOT 24 Location (site address) 21940 JUDD CIRCLE CHUGIAK AK 99567 Current property owner(s) DANIEL & DEENA MAUS Day phone 2. ON-SITE SYSTEMS SIZED FOR 4 BEDROOMS 3. TYPE OF WATER SUPPLY: ❑ Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ® Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: ® Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ❑ Steel ® Plastic ❑ Concrete ❑ Fiberglass Age 0 - 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 $ OLJ Waiver Fee $ Date of Payment Date of Payment COSA # - / I s Waiver # COSA Application.doc COSA Checklist.docx COSA Checklist Legal Description: KNIK VIEW ESTATES BLOCK 3 LOT 24 Parcel ID: 051-043-26 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ____ A. WELL DATA - PUBLIC &/OR CLASS “A” WATER 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 None 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 NEW Date of pumping NEW TANK 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) NEW FIELD ALL standpipes present per record drawing Total measured depth from grade 10.21 ft (max) Measured depth to pipe invert from grade 4.63 ft (min) N/A – pressurized field. Per record drawings, field is insulated. Monitor tubes (MT) go to bottom of effective (ED). 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) N If yes, enter date Adequacy test date NEW FIELD 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 – NEW FIELD NOT TESTED Effective depth (per record drawings) 48 in (4’ ED) Effective depth used 0 in (Final Fluid Depth) Effective depth (ED) remaining 48 in Comments/Deficiencies: COSA Checklist.docx E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) - NA 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 FIRST WATER CONSULTING Phone 907-350-9566 Engineer’s Printed Name CURTIS HUFFMAN, PE Date 05/06/2025 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory for current or future occupants or guarantee that no unseen encroachments, deficiencies or discrepancies exist can be given by First Water Consulting & 05/06/25 LEGEND DECK CONCRETE FENCE LIGHT POLE EDGE OF ASPHALT RECORD DATA PER PLAT #86-113 SEPTIC PIPE 2 8.0' 2 8.3' 2 8.7' 8.0' 3 9.6' 3 0.3'4 0.3' 1 0.0' T W O S T O R Y R E S I D E N C E E L E C . G A S SEPTIC TANK LID BRICK PAVERS TIMBERLINE SURVEYING AND MAPPING 17035 BARONOFF AVE EAGLE RIVER, AK 99577 907-242-5320 ryan@timberlinealaska.com FILE NO.: 25.046 SCALE: 1" = 30 FEET DATE: 5/5/2025 SHEET: 1 of 1 MOA GRID: NW1558 SCALE: 1" = 30 FEET(11"x17") 30'0' 60' AS-BUILT OF: ADDRESS: 21940 JUDD CIR, CHUGIAK, AK LOCATED IN: ANCHORAGE RECORDING DISTRICT LOT 24, BLOCK 3KNIK VIEW ESTATESPLAT #86-113 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Pamel I.D. 1. CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING o51-o43- 6 h/,4-O/o GENERAL INFORMATION Expiration Date: / t'~ - //- O ~ Complete legal description ~ KNIK VIEW ESTATES SUBDMSi0N; LOT 24, BLOCK Location (site address or directions) JUDD CIRCLE * CHUGIAK, AK Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address DAN & DEENA MAUS Day phone 688-0723 P.O. BOX 671534 * CHUGIAKt AK 99567 ....Day phone Day phone Un~ssotherwiserequeste~ HAAwillbehe~byDSD~rp~kup. 2. NUMBER OFBEDROOMS: 4 3. TYPE OF WATER SUPPLY: - Individual Well Individual Water Storage Community Class A Well ~ Public Water System L.J TYPE OF WASTEWATER DISPOSAL: Individual On-site Individual Holding tank Community On-site Public Sewer The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given In paragraph 5 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority 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 HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a pdvate or Class C well and may be reissued with new water sample results less than 30 days old. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates am valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As cerb'fied by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Health Authority 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 hemin. I further vedfy 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 instaltation. Name of Firm ALASKA WATER &: WASTE-WATER CONSULTANTS, INC. Phone Address 6901 DEBARR ROAD, SUITE 2B * ANCHORAGE, AK 99504 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date 337-6179 Engineer's Comments: In conducting this evaluation, AWWC, thc. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results desc#bed 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 ali 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 eva/uator of the system. Satisfactory test resutts do not guarantee future performance of the system, nor do they guarantee that there ara no hidden defects or encroachments. A WWC, Inc. 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 so/e benefit of the owner listed above. Any re/iance upon or use of this report by any other pereon or pady is not authorized, nor wi//it confer any legal right whatsoever. 5. DSD SIGNATURE ~ Approved for /"iL- bedrooms. Disapproved. Conditional approval for bedrooms, with the fllowing stipulations: Attachments: HAA Checklist Septic System Advisory Well Flow Advisory Manitenance Agreements Supplemental Engineer's Reort Other (Rev. IZ~O) Original Certificate Date: Municipality of Anchorage Development Services Department 8u~lng 6a;.~ Olvl~on On~ Water & Wmtewater Program 4700 8ou~ Bragaw St. P.O. 8ox 1~6650 Anchorage, AK 99519-6650 w.d~xtmmgeJ~.us HEALTH AUTHORITY APPROVAL CHECKLIST Legal Des~rtptlon: KNIK ViEW ESTATES S/Dj LOT 24, BLOCK `3, Parcel ID: 051-043-26 WELL DATA A.W.W.U. ~ Well type ct~ss 'A' IfA, B. or C provide PWSID~ Date completed Sanlta~ Wires pmberly protected (Y/N) ~d to. .fl. Casing height (above ground) in. FROM WELL LOG Stefic water level . Well production / g.p.m. WATER SAMPLE RESULTS: ATINSPEC~ON g.p.m. Coliform - colonies/100 mi. Nilmte - mg./L. Other bacteria - colonies/100 mi. Date of sample: - Collected by:. B. SEPTIC/HOLDING TANK DATA Tank Type/Material STEEL Tank size 1250 gal. Number of Compartments Foundation cleanout (Y/N) YES Date of pumping NEW C. ABSORPTION FIELD DATA Date instelled ~/4-7/20Ol Length 103 ft. Totaldepth ?.~2-.g.~4ft. Eff. absorptlonarea 10,30 ft~ Monltedngtube YES Date of adequacy test NEW Results (Pass/Fail) - Date installed 5//4-7/2501 2 Cleanouts (Y/N) YES Depression over tank (Y/N) NO High water alarm (Y/N) Pumper - Soil mfing (~or ft~rodrm) 0.60 System type SHALLOW TRENCH Width 5 fl. Gravel below pipe 4 lt. Depression over field NO For 4 bedrooms Fluid depth in absorption field before test - in. Water added - gal. Newdepth - in. Elapsed Time: - min. Final fluid depth - in. Absorption rate >-. - g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) If yes, give date - D. UFT STATION Date installed Size in gallons ~ jn. "Pump on* level at in. "PumP~. High water alarm level at ~ ~ Cycles tested. Meets alarm & circuit requirements? E. SEPARATION DISTANCES A.W.W.U. COMMUNITY WELL SEPARATION DISTANCES FROM WELL ON LOT TO: ~ Septic tenldlift station on lot On adjacent lots Absorption field on lot Public sewer main ~cieanout Holding tank SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main 10'+ Water service line 10'+ Surface water. 200'+ Wells on adjacent lots '100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Water service line 10'+ Curtain drain NONE KNOWN Building foundation. 10'+ Surface water. 100'4- Wells on adjacent lots '100'4- Water main 10'-t- .Driveway, paddng/vehicie storage 25'+ F. COMMENTS *200'+ TO COMMUNITY WELL G, ENGINEER'S CERTIFICATION I ce~/that I have determined through field inspections and review of Municipal records that the above systems ere/n conformence with MOA HAA guidelines in effect on this date. Engineers Pdnted Name/ Date JEFFREY A. GARNESS Date of Pa~e~ / ~''//O/0 / Receipt Number (~ev. Waiver Fee $ Date of Payment Receipt Number