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Home My WebLink AboutMCKINLEY VIEW ESTATES BLK 1 LT 2MCKINLEY VIEW ESTATES Block 1 Lot 2 #051-792-02 Municipality of Anchorage Community Development Department On-Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite ON-SITE WASTEWATER INSPECTION REPORT Permit Number: SW940119 PID Number: 051-792-02 Page 1 of 3 • (907) 343-7904 p New ❑ Upgrade Name: STEVE C & MANDY POGANY ABSORPTION FIELD Address - 21245 OBERG ✓ ❑ Deep Trench ❑Shallow Trench Bed ❑Mound ❑ Other Phone Number of Bedrooms 4 Soil Rating 0.8GPD/SF Total depth from original grade . 8.0 R. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot MCKINLEY VIEW EST 3 Ft. 5.0Ft. 1 2 Fill added above original grade Gravel length Township Range Section 0 Ft: 77.1 Ft. Gravel width Beds: Number of Lines Distance between lines SEPARATION DISTANCES 2.5Ft. Pt. To From Septic Tank Absorption Field Lift Station Holding Tank Sewer Line Total absorption area 7701 Fiz Number of trenches Dist. between trenches N/A Ft. Well 200+ 200+ N/A N/A 200+ TANK l Septic 0 S.T.E.P. 0 Holding 0 Other Manufacturer Capacity Surface Water 100+ 100+ N/A N/A ANCHORAGE TANK(Assc.vree_S 1250GaI. Material Number of compartments Lot Line 26.2 2642 N/A N/A NA STEEL 2 Foundation 39.6 57.7 N/A N/A LIFT STATION Manufacturer Capacity Curtain Drain N/A N/A N/A N/A Gal. Remarks -Aocv,nc[9..,�'.—A-i7ov dt= 5'Tic —�.-I Pump on level at Pump off level at High water alarm at tiUSiriatL&j Op4Do2'P fr1ir c.ii @t flet - in. in. in. Pump make and model Electrical Inspections performed by Installer PIPE MATERIAL House to tank Tankto 3034 grainfield 3034 ld UNtk,"Vow 0- Drainfield 3034 CO/MT 3034 Inspector Pannone Engineering Services BENCH MARK (Assumed elevation) 100ft Inspection, dates: fn 10/30/14 2nd 11/4/14 Location and descri tion p aid aln Corner of house trim COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Conditional Approval: Date -• Engineer's Stamp • `!V Approv-d / �, Date I f Id I even .Dqa.nn. I• gliC b9 '` r q oma \1»ez"C,• _1 -1 -IL. 0 0 w Q 0 O O CC LOT 3 LOT 4 PRIMARY DRAIN FIELD 77.1 LF X 2.5' WIDE, 5.0' E.D., 9' TD / / T&E EASEME / DRIVEWAY NOTES: RECORD DRAWING PLAN LOT 1 1250 GAL SEPTIC TANK CLASS A WATER SERVICE PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AI 99510 PHONE (907) 272-8218 FAX (907) 272-8211 SUMMIT ESTATES, BLK 2, LOT 9 CRAIG WILSON 5401-5439 SUMMIT ST ANCHORAGE, AK 99507 (e OF A.•L4kk� Arca; *4' %\ . . *SII �`a� Steven Pannor3e j -2,2eL CE 8149 I10IV• f'ROFES510� �// Date 11/6/2014 Scale P.I.D. NO 051-792-02 PERMIT NO SW940119 Sheet 2 OF 3 A B FC 4.2 - T1 40.3 53.4 T2 48.1 60.8 DCO 50.0 62.7 01 86.1 69.0 M1 85.2 68.4 C2 65.7 76.3 M2 66.1 69.0 / / T&E EASEME / DRIVEWAY NOTES: RECORD DRAWING PLAN LOT 1 1250 GAL SEPTIC TANK CLASS A WATER SERVICE PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AI 99510 PHONE (907) 272-8218 FAX (907) 272-8211 SUMMIT ESTATES, BLK 2, LOT 9 CRAIG WILSON 5401-5439 SUMMIT ST ANCHORAGE, AK 99507 (e OF A.•L4kk� Arca; *4' %\ . . *SII �`a� Steven Pannor3e j -2,2eL CE 8149 I10IV• f'ROFES510� �// Date 11/6/2014 Scale P.I.D. NO 051-792-02 PERMIT NO SW940119 Sheet 2 OF 3 SPECIAL PROVISIONS TO SPECIFICATIONS . ALL CONSTRUCTION WAS INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON—SITE WASTEWATER DISPOSAL SYSTEMS AND ATTACHED FES SPECIAL PROVISIONS. 3 SCOPE OF WORK: INSTALLED NEW 1250 GAL SEPTIC TANK AND SOIL ABSORPTION SYSTEM. 4. GROUNDWATER WAS NOT ENCOUNTERED BELOW EXISTING GRADE IN ANY OF THE EXCAVATIONS LESS THAN 15 FEEL TEST HOLE 1 ELEV. 94.3 IILLTER FABRIC %550Nt�6 4" 0 PERF PIPE DRAIN ROCK 6" ABOVE PIPE INV 3.0 DRAIN ROCK 140 0 0 U 43 ELEV- 93.25 0 0 w U 1250 g SEPTIC TANK (14lE s w0 0< 0W cLa 0U FLOWSPLITTER PIiE INV. ELEV. 91.3 5080 ISOT ELEV. 96.3 SECTION CO o • I_ < • O U FILTER FABRI C AssUtWcTh) 4" 0 PERF PIPE DRAIN ROCK 6" ABOVE PIPE INV 1 MONITOR TUBE TOP OF PIPE ELEV. 91.6 DESIGN PARAMETERS PRIMARY/RESERVE SEPTIC SYSTEM NO. BEDROOM: 4 (600 gpd) TANK SIZE: 1250g SEPTIC TANK PERC RATE = 9 MPI SOIL RATING: 0.8 GPD/SF AREA ROD: 750 SF SYS. TYPE: DEEP TRENCH 5.0'ED RE:— MIN LENGTH: 75 LF USED: 77.1 LF X 2.5 WIDE, 5.0' E.D., 8.0. TD TOTAL AREA: 771 SF INV. ELEV. 92.50 PROFILE W ss DRAIN ROCK�Z'_�',-_- 3. `. TRENCH SEE DESIGN LEGEND WATER LINE/ WELL RADIUS NEW SEPTIC PIPE INV. ELEV. 91.3 BOT ELEV. 96.3 ABBREVIATIONS Cu DIP TH FC T# C# M# R.I. DCO DV FS BFG OG COPPER DUCTILE IRON PIPE TEST HOLE FOUNDATION CLEAN OUT TANK CLEAN OUT NO. CLEAN OUT NO. MONITOR TUBE NO. RIGID INSULATION DOUBLE CLEAN OUT DIVERTER VALVE FLOW SPLITTER BELOW FINISH GRADE ORIGINAL GRADE PG FINISH GRADE TS&V TOPSOIL & VEGETATE NOTES RECORD DRAWING PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 DESIGN DETAILS SUMMIT ESTATES, BLK 2, LOT 9 CRAIG WILSON 5401-5439 SUMMIT ST ANCHORAGE, AK 99507 J' -Se • OF ACgsl10 AC,s • . Steven •RTPannome V.•. CE 8149 • .•��% ��l1kupPRoFEssoot-z- Date 11/6/2014 Scale NTS P.I.D. NO 02 PERMIT NO. SW940119 Sheet 3OF3 69-991 3d 'OSLO 3JI UO/UNV MONS 3AISS3 <MIA HI \�)k/§co OBE G ROAD 071 )/j§(.{ rl .§/`\1-1 nZ, 7C FM 2 \�\ODD \\1712 MUNICIPALITY OF ANCHORAGE Development Services Department r Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 051-792-02 Legal description McKinley View Estates Block 1 lot 2 Site address 21245 Oberg Rd Chugiak Current property owner(s) Michael & Lisa Watson Expiration Date: 7-11-2023 X The On-site system(s) is/are approved for 4 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or advisories: 9-2-22 By: 1ti (� ; Original Certificate Date: 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 MUMUPALJTY O HCFC --AOR G Development Services Department - T 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. 051-792-02 Complete legal description McKinley View Estates, Block 1 Lot 2 Location (site address) 21245 Ober'g Road, Chugiak, AK 99567 Current property owner(s) Michael & Lisa Watson 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 0 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: 0 Steel ❑ Plastic ❑ Concrete ❑ Fiberglass Age 8 - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed 0 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 �/ 3 f%� Z Date of Payment COSA # Waiver # COSA Application_June 2022 Legal Description: McKinley View Estates Block 1 Lot 2 Parcel ID: 051-792-02 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system A. WELL DATA L VII, oq 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 Well production at time of test gpm Water storage tank volume gallons Well disinfected for coliform test? ❑ Yes ❑ Nc ❑ Coliform bacteria is Negative itrate mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L ❑ Arsenic less than MRL (ND) Collected by Static water level at beginning of test ft. Date Comments Serviced by a Class A Well PWSID# 210697 B. TANK DATA Measured operating fluid level in septic tank Date of pumping 6/29/22 Sanitary Pumpers ❑ Required maintenance completed, if AWWTS Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) After 6/19/1994 ❑ ALL standpipes present per record drawing Total measured depth from grade 6.6 ft (max) Measured depth to pipe invert from grade 1.6 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 Comments/Deficien COSA Checklist June 2022 C. LIFT STATION HRem ed maintenance completed Age of lift station ears Lift station material Comments: Adequacy test date 7/11/22 Results g Pass Fluid depth prior to test 633 27 in Water added gal New fluid depth 38 in Elapsed time 1440 min Final fluid depth 26 in Absorption rate >600 gpd FIELD STATUS — POST RECOVERY Effective depth (per record drawings) 60 in Effective depth used 27 in Effective depth remaining 33 in E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) Se tip nk/Lift Station on Lot > 100' NSA Community Sewer Manhole/Cleanout > 100' ❑Yes if No ft Ely- if No NSA ft Neighboring Tank > 100' if No NSA ft Private Sewer/Septic Line > 25' ❑ Yes if No NSA ft Absorption Field on Lot > 100' ❑ Yes if No Holding Tank > 100' Yes if No NSA ft Neighboring Absorption Fields > 100' NSA Animal Con nt > 50' ❑Yes if No NSA ft ❑ Yes if No ft Manure/Animal Excreta Storage �_ 1 Community Sewer Main > 75' ❑ Yes if No NSA ft ❑ Yes i NSA 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' 0 Yes if No ft Surface Water > 100' 0 Yes if No ft Tank to Property Line > 5' Fn� Yes if No ft Field to Property Line > 10' no Yes if No ft Water Main > 10' ❑m Yes if No ft Water Service Line > 10' 0 Yes if No ft F. ENGINEER'S COMMENTS Wells on Adjacent Lots: Private Wells > 100' Community Wells > 200' r-0-1 Yes if No ft Qm Yes if No ft If tank or field is under driveway comment below 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 Forge Engineering Engineer's Printed Name Benjamin Schiller, P.E. COSA Checklist June 2022 Phone (907) 522-7773 Date 8/29/22 OF *. qg TM • • ' Benjarr�ryy chiller , ' • . I �F� • • CE 12592AW �`nt�c • . . • '�v ��l�i�pROf E3S10N�� RUSH • Municipality of Anchorage 41, On -Site Water and Wastewater Program �+ (907) 343-7904 Certificate of On -Site Systems Approval Parcel I.D. 051-792-02 Expiration Date: 1. GENERAL INFORMATION Complete legal description McKinley View Est. Block 1, Lot 2 Location (site address) 21245 Oberg Rd. Current Property owner(s) Steve & Mandy Pogany Day phone Mailing address PO Box 672362 Chugiak, AK 99567 Real Estate Agent Day phone 2. TYPE OF DWELLING: E Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3: NUMBER OF BEDROOMS: 4 SUBMITTAL NOV 122014 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual 0 Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System El Public Sewer ❑ WaiverNariance request for: Distance: Received b • COSA to be released to the engineer, unless otherwise requested by the engineer. Date: Z stn r COSA Fee $ 524-F 3``15.(a t:?"4 .SSD Waiver Fee $ Date of Payment 1t 112-114 (1/2- Date of Payment Receipt Number Ob`jib & Receipt Number COSA# 05Ct4 1SJlo Waiver# 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) 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. In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MoA COSA guidelines and regulations. The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soil condition, ground water levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore we cannot provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed above. Name of Firm Pannone Engineering Services LLC Phone (907) 272-8218 Address P.O. Box 100217, Anchorage Ak. 99510 Engineer's Printed Name Steven R Pannone 6. DSD SIGNATURE System #1 Approved for bedrooms seven �2'.''onnone CE -8149 . System #2 Approved for bedrooms� Disapproved %OFE39 Date 10/30/2014 e0? ' ,/*: 49TH Conditional approval for bedrooms, with the following stipulations: `J2 ON-51it `t WATAND ro WASTEREWATER o^ -t9 0PflGRAM NT SER`\ �� »))))»)1` e/ (W� r kililii J1-1 Original Certificate Date: I) i /`C ( , r a e Jnicipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet_c If more than 1 septic system is on the lot: COSA Checklist # 1 of 1 Structure served by this system 1 Certificate of On -Site Systems Approval Checklist Legal Description: McKinley View Est. Block 1, Lot 2 Parcel ID: 051-792-02 A. WELL DATA Well type CiaSS A' If A, B, or C provide PWSID # I c 7 Well Log (Y/N) Date completed Sanitary seal (Y/N) Wires properly protected (Y/N) Total depth ft. Cased to ft. Casing height (above ground) in. FROM WELL LOG AT INSPECTION Date of test Static water level ft. ft. Well production g.p.m. g.p.m. WATER SAMPLE RESULTS: Coliform colonies/100 mL Nitrate mg/L Arsenic ug/L Date of sample: Collected by: B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel Date installed After 6/19/1994 Tank size 1,250 gal. Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout (Y/N) Y Depression over tank (Y/N) N High water alarm (Y/N) N Date of pumping 10/31/2014 Pumper Sanitary Pumpers C. ABSORPTION FIELD DATA Date installed After 6/19/1994 Soil rating (g.p.d./ft2 or ft2/bdrm) 0.8 GPD/SF System type Deep Trench Length 77.1 ft. Width 2.5 ft. Gravel below pipe 5 ft. Total depth 8 ft. Eff. absorption area 770 ft2 Monitoring tube Y Depression over field N Date of adequacy test 10/30/2014 Results (Pass/Fail) Pass For 4 bedrooms Fluid depth in absorption field before test 13 in. Water added 606 gal. New depth 33 in. Elapsed Time: 310 min. Final fluid depth 13 in. Absorption rate >= 600+ g.p.d. No Any rejuvenation treatment (past 12 mo.) (Y/N & type) If yes, give date D. LIFT STATION Date installed Size in gallons "Pump on" level at in. "Pump off' level at in. Datum Cycles tested E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot Absorption field on lot Public sewer main Sewer /septic service line Animal containment areas SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5+ Property line 5+ Water main 10+ Wells on adjacent lots 100+ ABSORPTION FIELD ON LOT TO: Manhole/Access (Y/N) High water alarm level at in. Meets alarm & circuit requirements? On adjacent lots On adjacent lots Public sewer manhole/cleanout Holding tank Manure/animal excrete storage areas Absorption field 5+ Water service line 10+ Surface water 100+ Property line 10+ Building foundation 10+ Water Service line 10+ Water main 10+ Surface water 100+ Driveway, parking/vehicle storage 10+ Curtain drain 50+ Wells on adjacent lots 100+ F. COMMENTS G. ENGINEER'S CERTIFICATION 1 certify that I have determined through field inspections and reviewof Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name Steven R. Pannone Date 10/30/2014 COSA brown sheet 10-10-12.doc 'f'fi *+ 10 • keven 12. Pannonee. . r0 David R. Dayton P.E. 20210 Donalar St. Chugiak, Alaska 99567 SUBJECT / T iz 65.7,9 DATI e::, 14 //$ RECEIVED JON 1 41994 Municipality of Anchorage Dept. Health & Human Services POLY PI (50 SETS) 4P460 1 HO I4EllY WC, `ilf;�fLl3 It;5.111b Rick Mystrom, Mayor Municipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 May 9, 1995 Gary C. Pogany PO Box 770323 Eagle River, Alaska 99577 Subject: Lot 2 Block 1 Mc Kinley View Estates Subdivision Permit #SW940119, PID #051-792-02 The subject permit, issued May 9, 1994 by this office for a single family well and/or on-site wastewater system, has expired as of May 9, 1995. 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. cerely, �GJ `, ames Cross, P.E. rogram Manager On-site Services enc: Copy of Permit cc: Mary Dayton hs 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 PERMIT NUMBER:SW940119 DESIGN ENGINEER:DAVID R. DAYTON, P.E. OWNER NAME:POGANY GARY C & OWNER ADDRESS:P.O. BOX 770323 EAGLE RIVER, AK 99577 PARCEL ID:05179202 LEGAL DESCRIPTION: MCKINLEY VIEW ESTATES BLK 1 LT 2 LOT SIZE: 31696 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: PAGE 1 OF 1 DATE ISSUED: 5/09/94 EXPIRATION DATE: 5/09/95 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 (24 HOURS) . 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: RECEIVED BY: ISSUED BY: ('c DATE: 'OA / 6 DATE: G' 04''', L p --r- Z. 1 Nick, &• \1, e.„.4 csT 4--'-� SPA Ana GA 4-0.44_ —�� 1l l%i to 8grAl/s 1 3�. w 75'0 sa 8 + oc.ia-' 1 go 2 a zXs e/5 eF 0 J5 5 cov rt., oe/4iNAf- 4 Ff^+w/e-^ed X16 4' /0' 11 0 w nom- 1220 u..1n �T Z FJ Ly- I `/ 1c, 1,3 Ls,/ V l e3 E`aT, 6//3/95 OFrvi s az" A-1., David R. Dayton P.E. 20210 DonaIar St. Chugiak, Alaska 99567 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 PERMIT NUMBER:SW940119 DESIGN ENGINEER:DAVID R. DAYTON, P.E. OWNER NAME:POGANY GARY C & OWNER ADDRESS:P.O. BOX 770323 EAGLE RIVER, AK 99577 PARCEL ID:05179202 LEGAL DESCRIPTION: MCKINLEY VIEW ESTATES BLK 1 LT 2 LOT SIZE: 31696 (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: PAGE 1 OF 1 DATE ISSUED: 5/09/94 EXPIRATION DATE: 5/09/95 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) AND DRINKING WATER REGULATIONS (18AAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 OR 343-4681 AFTER BUSINESS HOURS 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 PROVISIQNS: RECEIVED BY ISSUED BY: DATE: DATE: Lar , IVICilNwy \/1C--uJ T 3 4-3-® pa ooc)gcJ Eto .5744 LA C/se ®c,= t.TEbT ,FML-. 1.10 w P.--T-Gat— 10.0 U Z FLL-14-. Mcg Iry LA'S/ Ni 1 eu3 E r. David R.DayBon P•E. 10210 Denalar St.; Chugiak, Alaska 99567 PERFORMED FOR: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST 6,gey y LEGAL DESCRIPTION:Z 2• 6/ •///e k'ut"ey ' ' cif / C it 2 2i 3 4 5 6 7 8 9 10 11 12 13 1 4 15 16 17 18 19 20 DEPTH 1FFF Ta SwL it/ rr1 •�i% •ala Fao�` *I F1, : i. :'r:"� 2 �s 8� • •. i'ys•e• e7yr. /'oaewd•• ` 4 aagayH•N••••• a• ••• •P a David R. Payton Sa� NO. 2t6.13 -E ,CP' s e-17 DATE PERFORMED: x? - Township, Range, Section: Sac - 41`j' ) 5N, SLOPE SITE PLAN 1 WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? S L 0 P E Depth to Water AfterA/0.4J $�� /9,7/Monitoring? 11O Dat • 412-7/91, N Reading Date Gross Time Net Time Depth to Water Net Drop Pr2GSD i 447.i4 # 1 e-. -2 3- 3 y 3c) 77 _ /05i Z ra Z. Z3_ -3 os 30 71. — / >' 1 ZJ8 3 X0&-33.1. 30 7%a-/0o/r ZN 4- 3a1 - Vo? 30 7%- /D" Z% PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN' FT AND CO FT COMMENTS • ' '' _ PERFORMED BY: 'Q Pa CERTIFY THAT -THIS TEST WASPERFQRMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE 72-008 (Rev. 4/85) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST 77/ PERFORMED FOR: LEGAL DESCRIPTION: LZ i ✓i 1I4410t-Cy LI?gtt.) G`3T, ,y - DEPTH pL6A.-»t (FEFT) Si cry S.ti•.+O 5 - 10 11 - 12- 13- 14 LTV G-/1.f'vcr-r-- Ln i3 C.- -tt)vvl. o {Z 15- 16- 17- 18- 19- 20 - *r 49T e•,0•Po••••I ••••oe• •••. •sa�S'k MC David R. Dayton /t{tu! 1 r9 p Fn r DATE PERFORMED IN`trr./..g': Township, Range, Section: z>c 4-. -1--IS J SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? S L 0 P E Depth to Water Atter �2 5� jg Monitoring? '4'6 Date:/27th 21W N S�- 054 Reading Date Gross Time Net Time Depth to Water Net Drop el / / a°" 2- .-5-.2 '° 74 - //A' 371- 7-2 2. L31�3 cz 303 _373 3m 4 v ii -- //%z 7J -//YP ___1X7 31'2 3 4- 33S -V° 3o Jit `//Xy 37x._ PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN' FTAND 7` FT COMMENTS PERFORMED BY: a wo "pYJ ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. 72-008 (Rev. 4/85) - - CERTIFY THAT THISTEST WAS PERFORMED IN DATE Sr ://4.‘ fi D. R. DAYTON, P.E., R.L.S. Chugiak, Alaska 99567 (907) 684)24.4x7 20210 Donalar 696-2417 May 4, 1994 Septic System Lot 2, Block 1, McKinley View Estates Subdivision The proposed septic system will serve a 3 bedroom on a lot served by a Community Water System. There are no wells within 200 ft. of the system. There will be no adverse effects on neighboring septic systems, reserved areas or drainage. Os -hue#Arkb d*. nL yf Ofi enmb.4. .K.: ,ovi6i It. on NO. 2s20 5 -E ,•' _ 4.4 .6 ' '.,APE`•••• y pFOFES41�'�