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HomeMy WebLinkAboutSEAVIEW HEIGHTS BLK 1 TR 8Onsite File Seaview Heights Block 1 Tract 8 #011-291-13 Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 3 ON -SITE WASTEWATER INSPECTION REPORT Permit Number: OSP231380 PID Number: 011-291-13 Dwelling: FE11 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New W Upgrade Name NIELSON ROBINSON FAMILY TRUST ABSORPTION FIELD Site Address ❑ Deep Trench ❑ Wide Trench ❑ Bed ound 6200 W DIMON BLVD *ANCHORAGE, AK ❑ Other Phone Number of Bedrooms Soil Rating Total depth original grade 907-244-7437 1 GPD/SF Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot SEAVIEW HEIGHTS; BLOCK 1, TRACT 8 Fill Ft. Ft. added above original gr Gravel length Township Range Section _ Ft. I Ft. Gravel width Beds: Number of Lines Distance between lines SEPARATION DISTANCES Ft. Ft. To Septic Absorption Holding Sewer Total orption area Number of trenches Dist. between trenches Tank Field Lift Station From Tank Line Ftz Ft. Well 100'+ 25e TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER TANK Capacity 1000 Gal Surface Water 100'+ Material H D P E Number of compartments 2 Lot Line 5'+ TNA Foundation 10'.+. LIFT STATION Manufacturer Capacity Gal. Remarks OLD TANK DECOMMISSIONED PER UPC PER CONTRACTOR Alarm location Electrical installed by PIPE MATERIAL House to tank D3034 Tank to D3034 Installer drainfield ARM SEPTIC SERVICES Drainfield D3034/EXISTING CO/MTD3034 Inspector GEG BENCH MARK (Assumed elevation) ft Inspection 19I 11/27/2023 2"d - Location and description dates: 3TOP OF M H � 4'" - - ON -SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date •oo60pp0 0 F A * 4TH .. A->!----, Septic System ZZ �O - J frey Gorness.= Approved Date J 2 oZ HOC Z`�/ Note: this approval does not include well permit requirements. #�CCBU �Op000 "10 (Rev 05/02/18) PERMIT NUMBER: PARCEL ID NUMBER: OSP231380 011-291-13 A B DBL1 81.6 75.3 O� D812 82.3 75.4 OG MH1 83.4 75.2 DBL3 87.3 75.8 DBL4 87.7 75.9 \ \ NOTE: PIP PER ATIONDWG FS ARE APPROXIMATE LOCATION OF EXISTING DRAINFIELDSHOWN PROVIDED BY SURVEYOR (KEN G. LANG, PLS) 4 NEW 1000 GALLON HDPE GREER TANK - d \ SHED SEAVIEW HEIGHTS; BLOCK 1, TRACT 9 4 \ Q .. BL38,4 d STt ° 0 MH1 \ g DBL1&2 \ Q, CARPORT A d BEDROOM 1 ADU C 00 \ dL� d . �2 s d / v N ALE: V, = 30' ♦#rm —mom-- --m—ma ENGINEERING& SALES CONSULTING�� 3701 E TUDOR ROAD, SUITE 101 -ANCHORAGE. ALASKA • PHONE (907) 337-6179"WEBSiTE www.g am >r ... ....:ru....................... in '; J ffrey A. Garness .QCa #� PREPARED FOR: NE NUMBER: PHO07-244-7437 PAGE NUMBER. NIELSON ROBINSON FAMILY TRUST 9 2 OF 3 E �; •,� -7953 �� �♦ '.•• 9 �� �21� '��,� `•"{{,• v`� PROJECT/LEGAL DESCRIPTION: DRAWN BY: SEAVIEW HEIGHTS; BLOCK 1, TRACT 8 D.J_G. 1� .,��P TYPE OF WORK: DATE: SEPTIC SYSTEM RECORD DRAWING 1/17/2023 LICENSE #AECC884 PERMIT NUMBER: RECORD DRAWING PARCEL ID NUMBER: OSP231380 011-291-13 TOP OF MANHOLE = 97.90 FINAL GRADE = 97.75 MH1 ST1 imp TOP OF TANK AT INTLET = 93.13 TOP OF TANK AT OUTLET = 93.13 l INVERT OF BUNG AT INLET = 92.45 INVERT OF BUNG AT OUTLET = 92.28 NEW 1000 GALLON H.D.P.E. SEPTIC TANK �,��� �1 ��i 4 �• PEE,,... ...., :c,�, ••' x , Ltd G z .4 ENGINEERING `� SALES ... CONSULTING 3701 E. TUDOR ROAD SUITE 101 'ANCHORAGE, AK 99507 -PHONE (907) 337�6179 -FAX (907) 338-3246' VJEBSITE: -gam saeng neenng com 0.....si.... ...................:: ...M o f, � �• .. ., .i, ............. ..0 �, • ffrey {�. PREPARED FOR: NUMBER: PAGE NUMBER. NIELSON-ROBINSON FAMILY TRUST TPHONE 07-244-7437 3 OF 3 of 1@SS . ,Q CE-7 53� . �• �� �' 'A,1•�. �a,... •'P�: " LICENSE♦4. O ESS,��� #AEccas4 0rrr�a�+'� LEGAL DESCRIPTION: SEAVIEW HEIGHTS; BLOCK 1, TRACT 8 DRAWN BY: D.J.G. TYPE OF WORK: SEPTIC TANK PROFILE DATE: 1/19/202A 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: OSP231380 Work Type: SepticTank Upgrade Tax Code Number: 01129113000 Site Legal Address: SEAVIEW HEIGHTS BLK 1 TR 8 G:2323 Site Mailing Address: 6200 W DIMOND BLVD, Anchorage Owner: NIELSON-ROBINSON FAMILY TRUST Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Effective Date Expiration Date: Lot Size in Sq Ft: Total Bedrooms: cnr v. Department 11/7/2023 11/6/2024 154073 ❑ 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 Date: Issued By: Date: // 7 MUNMPAUTY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section - Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 011-291-13 Property owner(s) DAVID NIELSON C/O KEVIN TAYLOR Day phone 907-244-7437 Mailing address 6222 WEST DIMOND BLVD *ANCHORAGE, AK 99502 Site address 6222 WEST DIMOND BLVD *ANCHORAGE, AK 99502 Legal description (Sub'd., Block & Lot) SEAVIEW HEIGHTS; BLOCK 1, TRACT 8 Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 1 (ADU) APPLICATION IS FOR: APPLICATION 1S AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial [) Single Family (SF) El (w/wo AD U) Septic Tank 0 Upgrade (D) El Holding Tank ❑ RenewalDuplex ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: Z 2 S Waiver Fees: Date of Payment: I i Z Z"-? -Z' Date of Payment: Receipt Number: Receipt Number: Permit No. S P 3 /33,D- Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231380, Deb Wockenfuss, 11/07/23 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231380, Deb Wockenfuss, 11/07/23 b Ll I 1 I L'"j C14 -j r" --a I - - a....WOOOO x 4g.i.. 14 1 0 a �.. .. X LLJLLj .. It C) VLLJb 1 At R';: I L'"j IN r" --a I - - a....WOOOO 4g.i.. 14 0 .. X It lw q t o TLW .' . ,:f "IA .. ... 80,430.00 N .. 7 Ld 02 z z z Lj_ Li S At R';: Municipality of Anchorage Community Development Department Page 1 of 3 On -Site Water & Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP201053 PID Number: 011-291-13 ❑ New ■ Upgrade Name: NIELSON-ROBINSON FAMILY TRUST ABSORPTION FIELD ❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address: 6226 W. DIMOND BLVD ❑ Other Phone: No. of Bedrooms: Soil Rating: Total Depth from original grade: N/A 5 GPDMq. FI Ft. LEGAL DESCRIPTION Depth to pipe Invert from original glade: FT. Gravel depth beneath pipe: FI. Fill added above original grade: Grave gth: Subdivision: Block: Track: SEAVIEW HEIGHTS 1 8 Ft. Owns Ip: anger eC Ian: Gravel width: Jas lNumberafIrenchas: Beds Number of lines: Distance between lines: Ft. SEPARATION DISTANCES Total absorption. Dist. between trenches: To Septic Absorption Lift Holding PublirJPrivate From Tank Field Station Tank Sewer Lines S2 FL Ft. well 100'+ - 25'+ TANK ■ Septic ❑ S.T.E.P. ❑Holding ❑ Other Manufacturer. capacity: Surface Water 100'+ 0 - GREER 1500 Gal. Lot Line 5'+ PMaterial: U)N/A Number of compartments: HDPE 2 LIFT STATION Foundation 101+ Curtain Drain NONE KNOWN Manufacturer. capacity: Gal. Pomp on'level at: Pump oft" level at: Hi er alarm at: Remarks: EXISTING TANK WAS DECOMMISSIONED PER UPC. THE SEEPAGE PIT WAS EXPOSED AND VERY MINIMAL (-6") DRAINROCK WAS Pump Make 8 Model: ctrical Inspections performed by: FOUND AROUND THE CONCRETE RING. THE NEW TANK WAS LOCATED GREATER THAN 8.9 FEET FROM THE CONCRETE RINGS. PIPE MATERIAL House to tank EXISTING/D3034 Tank to EXISTING/D3034 dralnfield Installer ARM SERVICES Drainfield EXISTING CO/MT D3034 Inspector GEG, Ltd. BENCH MARK (Assumed elevation) 100.00 Ft. Inspection Location and Description: Dates: 1 St 6126/20 2nd 3rd - 4th BOTTOM OF TRIM @ SE CORNER OF HOUSE (STICK -OUT) ENGINEER'S SEAL Community Development Department Approval Qo�oop OF Conditional approval: Date: T �� 9 .*�0 ....... ........o Gar ess.. Q.Jeff%. CE 79 0 p Q4n Approve � f Date: e �z' Q4edPr � I sio�°� � LCENSE Q Of o ��ODpOa4 #AECC884 PERMIT NUMBER: OSP201053 A I B DBL1 23.52 24.86 DBL2 24.07 25.53 MH 28.84 21.74 ST 32.25 18.73 DBL3 32.79 17.07 16. DBL4 32.20 59 PARCEL ID NUMBER: 011-291-13 100' WELL RADIUS / DRIVEWAY • • '• e / i EXISTING 5 BEDROOM HOUSE \ \ DECK V L1 0 �S1 100'=_I�gDIUS r EXISTING SEEPAGE PIT WAS EXPOSED AND SEPARATION DISTANCE VERIFIED. OLD 1500 GALLON STEEL SEPTIC TANK WAS DECK DECOMMISSIONED PER UPC. \ \ NEW 1500 GALLON HDPE SEPTIC TANK \ BLUFF LINE PER AS -BUILT SURVEY SCALE: 1"=40' `# 777=77M7=7=777 r ............. ...................::..... ENGINEERING - SALES -CONSULTING ,,. r.. _".. r 3701E. TUDOR ROAD, SUITE 101 ANCHORAGE, AK 99507' PHONE (907) 337-6179-FAX(907)338-3246- WEBS ITE: vnnvgnmessengne ng,mm o....�� ...„ ..0 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: NIELSON-ROBINSON FAMILY TRUST N/A 2 OF 3 ♦j G�•'; fffie.,• ess .•`_ ♦ ,� . A E-7 53Ar LEGAL DESCRIPTION: DRAWN BY: *♦♦+ = + SEAVIEW HEIGHTS S/D; BLOCK 1, TRACK 8 PNB OF WORK: DATE: LICENSE,'%OFFS`\,t�,. RECORD DRAWING OF SEPTIC TANK UPGRADE 7/3/20 #A C88 / 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:f/www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP201053 Work Type: SepticTank Upgrade Tax Code Number: 01129113000 Site Legal Address: SEAVIEW HEIGHTS BLK 1 TR 8 G:2323 Site Mailing Address: 6226 W DIMOND BLVD, Anchorage Owner: NIELSON-ROBINSON FAMILY TRUST Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: ❑ Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: 1%ACI1r t)vpartnlent 4/6/2020 4/6/2021 154073 ❑ 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 B� Issued By: Date: Date: 0 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201053, Rebecca Carroll, 04/06/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201053, Rebecca Carroll, 04/06/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201053, Rebecca Carroll, 04/06/20 Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Mark Begich Anchorage, AK 99507 Mayor www.muniaralonsite (907) 343-7904 Pump Installation Log Well Drilling Permit Number: SW Date of Issue: _ Parcel Identification Number: Legal Description Progerty Owner Name& Address: V i e w � e-1 qhs 1)Au)D Niel C2.aa 4. g r4tvh 0.wi_ Pump Installation Date: 5- 1,0!� Pump Intake Depth Below Top of Well Casing: X0 feet Pump Manufacturer's Name: &)/ Y17�17GnAL� Pump Model: 'a, 36 —)SV Pump Size !7 hp Pitless Adapter Burial Depth: feet Pitless Adapter Manufacturer's Name: Pitless Adapter Installer:' Well Disinfected Upon Completion? Yes !_j No Method of Disinfection: e Loiel✓14, *11CT5 Comments: Pump Installer Name: Attention: The pump installer shall provide a pump installatiAn log to the DSD within 30 days of pump installation. Municipality of Anchorage Page / of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 7 Anchorage, Alaska 99519-6650 a Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: -53 \Xlq5 01 Ll 0- PID Number:.-« I 1 Name: Wastewater System: F1 Now u Upgrade Address: f ABSORPTION FIELD Phone: No. of Bedrooms: J C; Doep Trench i Shallow Trench O Bed ❑ Mound O Other LEGAL DESCRIPTION Soil Rating Tolal Depth from original grade: GPU!S . FI. Lot:ff''�Bll1 _ Depth to pine bollom Irem original grade: Gravel depth beneath pipe J f /-\ock: ��/S�uub�division: —cro'e— � V \ � v % L`- W \-I 1—= 16 FFT 5 Ft. Ft. Township: Range: Section: Fill added above original grade: Gravel length: FI. FI. WELL: ❑ New ❑ Ll de pg', Gravel width Number of lines: Distance belween lines: Ft. Ft. Classification (Private, A.B.C): Total Depth: Cased To: Total absorption area: Pipe material: FI. Ft. SQ. Ft. Driller: Dale Drilled: Sialic Water Level: Installer. Date installed: Ft. Yield: Pump Set at Casing Neighl Above Ground: _ GPM FL FI. _ SEPARATION DISTANCES _,_____TANK _ i ePtIc !;Holding OS.T.E.P. To Septic Absorption Lin Holding Public/Privnlo Manufacturer Capacity Capacity in gallons: From Tenk Field Slalion Tank Sewer Lincs A K t l " N" (,/— / 15a--Ci Well /DC7 Material: S T 12-k-L Number of Compartments: Surface Water NO" �. LIFT STATION Lot Size in gallons: Manufacturer: Line 10 Foundation i _ "Pump on level at "Pump oil" level at: High water alarm at: Curtain Noy Pump Make 3 Model Electrical Inspections performed by: Drain Remarks: BENCH MARK ��( /� ALL 1 1 Location and Description: — X43 e t -t���/ tit gruUV1r Assumed Elevation: Com° / � —aL � ENGINeEn'S-SEAL Inspections performed by: ��)ates: 1st /�/ 2nd--- ---- Department of He Ith and u approval jLrvices pp Reviewed and a rovedDate: Y� — I _ 72-013 (Rev. 9/91) MOA 25 i 1 1 I00 _ 94.5 �94g1 .U� 1 1 1 I -¢- TVell 15 I 0 15 30 45 60 15 90 SCALE. 1" = 30 F1, 1 1 1 1 I \ EXISTING STRU TORE 1 1 •0 1 1 ,x T I 1 O 1 PROPOS[-,] ADDITION e F C MARK CONCIIETE CRIB OF 1500 GAL, SL F�IC TANK ��`P ................. Q II i �•♦o• 49th ': 44SEE PROFILE ' BOVE �......................�r./% 1 •T❑ BEN SPURKLAND 7 (,� � l �Icvf' No. CE -2225 � ti lwjw%'*'�JENCH NA ♦♦ � o*�• IDT TOM SIDING ASSUMED EL EV, 1100,00 IIOBBI-N SPUHKLAND H.L. I I TRACT 8, BLOCK I SRA VIE,W HEIGHTS I I SEPTIC TANK REPLACEMENT 203 W 15TH. AVENUE ANCH. AK. 99501 JOHN HARDWICK DATE: SEPT. 9, 1995 (qf)71 97o_�QIa 6222 W. DIMOND SHEET: VI GRID: 2323 PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW950140 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:HARDWICK JOHN T & OWNER ADDRESS:6226 W DIMOND BLVD ANCHORAGE, ALASKA 99502 PARCEL ID:01129113 LEGAL DESCRIPTION: SEAVIEW HEIGHTS BLK 1 TR 8 LOT SIZE: 88000 (SQ. FT.) NUMBER OF BEDROOMS: 5 THIS PERMIT: 5 THIS PERMIT IS FOR THE CONTRUCTION OF: SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1 Sll WI L_ --d DATE ISSUED: 6/30/95 EXPIRATION DATE: 6/30/96 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 (18AAC'72) 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 ) . (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 PR RECEIVED B ISSUED BY: DATE: U DATE: CO - �0 ^ �� T,SPUR-KLAND P,E® 203 WEST 15TH. AVENUE SUrrE 203 ANCHORAGE, ALASKA 99501 (907)279-3916 Fax (907)-276-6013 Jim Cross Municipality of Anchorage Department of Health and Human Services On -Site Service Section 820 L Street Anchorage, Alaska 99501 Subject: Replacement of septic tank Tract 8 Block 1 Seaview IIeights Gentlemen: June 26, 1995 The owner of the residence at 6222 W. Dimond is in the process of building an addition to the house. The proposed addition will interfere with the 1500 gal. steel septic tank serving the property. The tank was installed in 1978 and it is doubtful it can be moved without damage. We request a permit to install a new tank. Yours -'1 Tobbenpurkland P.E. 1 rn z c.. In z a Z fnr7 ^' ,-- 5 o' w O C CD Y f 1"1 CCM v s ti C 0 IT z 15 I Well I 0 15 30 45 60 75 90 SCALE 1' 30 FT, 1 1 1 1 EXISTING STR TORE I 1 0 1 x s o r �r 1 PROPOSCA ADDITION w — T w s EXIST, GAL. SEPTIC TANK w — CONCRJTE CRIB �w J I PROPOSED NEIY 1500 GAL SEPTIC T, `\ 1 w ITOBBEN SPURKLAND P.E. I I TRACT 8, BUCK I SKAVIEW HEIGHTS I I SEPTIC TANK REPLACEMENT I 203 W 15TH, AVENUE JOHN HARDW/CK DATE: JUNE 26, 1995 ANCH. AK. 99501 tOn7� 970_AQIR 6222 UI, DldIOND SHEET: 1/1 GRID: 2323 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Name -5:> -5:>ra9 �v� .� e DISTANCES %/-- 0//- TO FRDM SEPTIC TANK ABSORPTION FIELD WELL Address Z J ` a WELL Phone(s) Permit No. No. of Betlrooms LOT LINE LEGAL DESCRIPTION - LotTk'?c7C e Block / Subdivision Jz-_> 7P�.1 l'{�S•. I a FOUNDATION b /OS" Township, Range, Section z/ow l AS -BUILT DIAGRAM driveway, water bodies, (Show location of well, etc.) septic system, property hoes, foundation, TANKS At v ,9 SEPTIQ/-dpW- ❑ HOLDING Manufacturer / 1C-4'c-ra`'f Capacity in gallons OpC) Material f JJ / ✓ /� rL No. of Compartments i� TYPE OF SYSTEM ❑ TRENCH ❑ BED ,t W. DRAIN ❑ OTHER L G� Depth to pipe bottom Irom original grade / FT Total depth from original grade /0 %S_ FT b r P fz t1 0 ' ti , k Fill added above original grade FT Gravel depth beneath pipe FT Gravel length 3 jFT Gravel width S— FT Total absorption area is ©Q SQ FT Distance between lines FT Number of lines / Soil rating / " SQ FT Pipe material S 5-01e YS- Installer Installer Q c r i9 efi Alr:r�rr e Date Installed c�e:i 3 /`/ / WELLS ElPRIVATE Rr OTHER (Identi(v) @ / p x �pp O _ % ` Classification (A,B,C) Total Depth FT Cased to FT (a Installer Date Installed: C J yaS �16r fir REMARKS: 6V(?-/��4 c le.ses Sewn ��n �s %7 (E 2 7 $ ``// d) e V YL CIeC- C47 t<L / bL s -U /I l�'C/ i.I r -k 6 " to { Y a -S �/ / J�_ CY ( VIEc / e, r' +? l U y'i'/z112e< IF -102d ���' ' �� Scale: Inspections Date: Performed '4, eE:p"I by: Oe id ye ENGINEER'S SEAL certify that this inspection was porlorined according to all Municipal and State guidelines In effect on This date: _ Z Health Department Approval:"`�' -" Date: —0- 72-013 (3/85) MUNICIPALITY OF ANCHORAGE Department oHealth & Human Services 825 L Street, Anchorage� Alaska 995O1 343�4720 Parcel Id: 011-171~10 Lot Legal: Subdivision: SEAVIEW HGTS Lot: `^ 8lock: 1 Sectio1 -1 1: 9 lownship: 12N R�nge: 4W TRACT 8 Lot !3 J. 8800O (sq.ft" or acres) Max Bedrooms: This Permit: 2 Tota] Capacity: 2 SEPTlC TANK: Minimum total septic tank capacity: 1,000 ga1lons" Each septic Lank: must have at least 2 compartments" Depth to top of septic tank(s> < 4,0 Ieet requires insulation over tank(s>. [HIS SYSTEM ENGINEER DESIGNED FOR WIDE DRAINFIEL� 10"3'TD, 5' WIQE , 33/ I OF GRAVEL BELOW THE PIPE" DHHS ' MUST BE NOTIFIED PRIOR TO ALL INSPECTMNS" ALL SO1-:0D PIPE IVII.ST BE DUCTILE IRON WITH RESTRAINED JOINTS AND SHRINK FIT SLEEVES. THIS PERMIT IG FOR THE EXISTING 2 BEDHOOM S1N8LE FAMILY RES� IDENCE ONLY, AND EXPIRES ON 12/31/89. I CERTIFY THAT: 1. I am familiar with the requirements /or on^site sewers and wells as set forth by the Municipality of Anchorage (MOA) and the State of Alaska. 2, l will install the system in accordance with all MOA codes and regulations� and in compliance with the design criteria of this permit" 3. I will adhere to all MOA and State of Alaska requirements ior the set back distances from any existing wellv wastewater disposal system or public sewerage system on this oP any adjacent or nearby lot" 4. I understand that this permit is valid {or a maximum o0 2 bedrooms. I also understand that the capacity of the 1'rota1 system is 2 bedrooms and any l tv, i nal permit. Signed: DATE: (Owne AR L/ � Issued 8DATE: ������------------~^~�~ ~~-~��~~~.41 ! / ' ON^SITE SEW ERMIT q/\y//� /��//�� Permit Number: 890116 Upgrade Date Issued: 07/05/B9 Engineer Designed Owner Name: SARA ANN COURTNEY Day Phone: Owner Address: 6222 W" DIMOND BLVD 243~8132 ANCHORAGE, AK 99503 Parcel Id: 011-171~10 Lot Legal: Subdivision: SEAVIEW HGTS Lot: `^ 8lock: 1 Sectio1 -1 1: 9 lownship: 12N R�nge: 4W TRACT 8 Lot !3 J. 8800O (sq.ft" or acres) Max Bedrooms: This Permit: 2 Tota] Capacity: 2 SEPTlC TANK: Minimum total septic tank capacity: 1,000 ga1lons" Each septic Lank: must have at least 2 compartments" Depth to top of septic tank(s> < 4,0 Ieet requires insulation over tank(s>. [HIS SYSTEM ENGINEER DESIGNED FOR WIDE DRAINFIEL� 10"3'TD, 5' WIQE , 33/ I OF GRAVEL BELOW THE PIPE" DHHS ' MUST BE NOTIFIED PRIOR TO ALL INSPECTMNS" ALL SO1-:0D PIPE IVII.ST BE DUCTILE IRON WITH RESTRAINED JOINTS AND SHRINK FIT SLEEVES. THIS PERMIT IG FOR THE EXISTING 2 BEDHOOM S1N8LE FAMILY RES� IDENCE ONLY, AND EXPIRES ON 12/31/89. I CERTIFY THAT: 1. I am familiar with the requirements /or on^site sewers and wells as set forth by the Municipality of Anchorage (MOA) and the State of Alaska. 2, l will install the system in accordance with all MOA codes and regulations� and in compliance with the design criteria of this permit" 3. I will adhere to all MOA and State of Alaska requirements ior the set back distances from any existing wellv wastewater disposal system or public sewerage system on this oP any adjacent or nearby lot" 4. I understand that this permit is valid {or a maximum o0 2 bedrooms. I also understand that the capacity of the 1'rota1 system is 2 bedrooms and any l tv, i nal permit. Signed: DATE: (Owne AR L/ � Issued 8DATE: ������------------~^~�~ ~~-~��~~~.41 ! / ' ALASKA ENVIRONMEN' CONTROL SERVICES, c 1200 West 33rd Avenue, SS ANCHORAGE, ALASKA 991 (907) 561.5040 J 144 In rf. NEf ! IN joe /- S' %/ %J Vle7J 111`5 . S iEET NO. ` OF / CUL DATE za CHECK E, � DATE_ V lie •• a •" YFI �yae969 6999 li OY O. RI 09 '`.:':099.6099 9 ALASKA ENVIRONMENTAL CONTROL SERVICES, INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561-5040 JOB Go7 S /3ti / SE/l�Er� f/s z SHEET NO. OF CALCULATED BY �' " -/E� DATE / p ,P q CHECKED BY ,9,��"d�° �r '�`� DATE /a� A?�% SCALE USE .SQA%/JE li,Ps}/.✓I�/6Lb� S p , At _3 S � Fjf[o✓E/ /�E/o•,l f'i'r 1 � D S °�°> _11s�.'>' 1. 5, - f Ra.�oSEb GtP�il'ADE /opo LepAl. S�fY� 7"AAIK . I ... .. __.. ._._.. _. ___.�. ... ., -.. _. _. .. _.... ..._._ NCu here sewer — y� ._. Z Ih ..... ... Use 5 101 ....... 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F a z ru �® A4®®RA gm•em..e• ! `r Municipality of Anchorage �OSQ•: e °e .�` DEPARTMENT OF HEALTH & HUMAN SERVICES � 825 "L" Street, Anchorage, Alaska 99502-0650 �°•o•o ..e••e .o•••e ®e SOILS LOG — PERCOLATION TEST i Jellt� LE .-6EtI�• / 4g `m '-2251 a PERFORMED FOR: �L C�RT��'% DAT )r°o�m' V'r f. aI LEGAL DESCRIPTION: L07 a' _ /,� srx, l)b-d //7%S Township, Range, Section: //zii%�y SEG 9 DEPTH -q, SLOPE SITE PLAN 1 - WAS Net Depth to Net Time Water Drop T P S %'1 2 sir✓ l��/5 3 4 5 6- 7 - 8 9- J + 10- 0-11 � 11 ■ IR00����' 12- 2 13- 13 - / � � l No 14- 4-15- ■ 15 - E f� 6- 16- 17- 1718 18- WAS GROUND WATER . /D ENCOUNTERED? /V S IF YES, AT WHAT L DEPTH? O P E Depth to Water Alter D�� Monitoring? Date: �— ReadingDate Gross Time Net Depth to Net Time Water Drop ■ IR00����' � No ■ ReadingDate Gross Time Net Depth to Net Time Water Drop 20 PERCOLATION RATE (minutes/inch) PF_RC HOLE DIAMETER T ST RUN BETWEEN FT AND FT COMMENTS .501Z- ,E/� PE /1'T /i0 ��71�P1- PERFORMED BY: 14E('5 74A%E % I Lf �� CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) 11,11, OG L��JCSI� DEPT. OF ENVIRONMENTAL CONSERVATION ANCHORAGE/WESTERN DISTRICT OFFICE 3601 "C" STREET, SUITE 1334 ANCHORAGE, ALASKA 99503 November 24, 1987 Alaska Environmental Control Services ATTN: Leroy C. Reid, Phd, PE 1200 West 33rd Avenue, Suite B Anchorage, Alaska 99503 STEVE COWPER, GOVERNOR 563-6775 MUNICIPALITY OF ANCHOUGy DEPT, OF HEALTH & ENVIRONMENTAL PROTECTION 1��n1/ I n 1QA 7 RECEIVED SUBJECT: Waiver Horizontal Separation Distance Between Well & Septic System, Lot 8, Block 1, SEAVIEW HEIGHTS SUBDIVISION, Anchorage 8821—WA-016 Dear Dr. Reid: The Department has reviewed the subject waiver request and hereby conditionally waives the horizontal separation between the Class C well and septic system to the following: 1. Well to private sewer: 60 feet. 2. Well to septic: tank: 145 feet. Conditional approval is given upon the following requirements: I. The private sewer being pressure checked to GLUMRB (10—State) standards for leakage; 2. Any clean—outs within variance area, must be made water tight and securely sealed. To obtain final approval and the operation certificate for the water system, we will require your plan for meeting the above conditions. If you have any questions, please contact me at the Anchorag e' Western District Office. C�'� �.i/1�yl,t Sincerely, /," ( �, ��_ { Ski L Michael P. Lewis �1y'L[9h��� Environmental Engi(n�"r` % � �- MPL:pkk cc: Steve Morris MOA/DIIHS Anchorage s X 11 f 72-013 (Rev. 3/78) MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ,0*) ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264.4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME�P�l PHONE 0 NEW 1 ou gxtj Es �j UPGRADE MAILINGADDRESS ^ LEGAL DESCRIPTION LOCATION NO. OF BEDROOMS DISTANCE TO: Well Absorption area Dwelling PERMIT NO. Q p "'1 b Q gosY � I- Z LIJ Manufacturer �tt _ _ Material No. of compartments Liq. capacity in gallons IF HOMEMADE: Inside length Width Liquid depth �J Y O�z DISTANCE TO: Well Dwelling PERMIT NO. = Z Manufacturer Material Liquid capacity in gallons D Well Foundation Nearest lot line PERMIT NO. LU2 DISTANCE T0: E 2 No. of lines Length of each line Total length of lines Trench width Distance between lines P Z w inches Top finish Material beneath tile Total effective absorption area CCF.- of tile to grade 0 inches Length Width Depth PERMIT N0. IL 14 t- Type of crib Crib diameter Crib depth Total effective absorption area M FL IL tu Well Building foundation Nearest lot line DISTANCE TO: J Class Depth Driller Distance to lot line PERMIT NO. J W � DISTANCE TO: Building foundation Sewer line Septic tank Absorption area a OTHER -R PIPE MATERIALS SOIL TEST RATING I ¢� R INSTALLER °t✓t L REMARKS /5 L9 p tUCW Ulm -I u+ PROVED DATE LEGAL I M. -N& !hl) 72-013 (Rev. 3/78) HPPLICHNT HL COURTNEY 6222 N.DIMOND BLVD 24] 81]2 LOCA HVIA O 222 DIMOND BIND LEGHL 11 � W' \^'0 \ �������uu^^� �(~\LOT SIZE I0000 SQUHRE FEET TYPE 0F SOIL~HBSOR8TION SYSTEM lS� PIT MHXIMUM NUMBER OF BEDROOMS � 5 SOIL RRTING (S) FT/8R)-, O5 THE REQUIRED SIZE OF THE SOIL HBSORPTION SYSTEM IS: Ron �W - T- 0 - I "an �� �ORE �VIA ��� $11 ��Vol Owl K 0. . �K W -T- R-1 w, CY THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF EHCH SIDE FOR H SEEPHGE PIT THE DEPTH OF R TRENCH OR PIT`IS THE DISTHNCE BETWEEN THE SURFHCE OF THE GROUND HND THE BOTTOM OF THE EXCHVHTION (IN FEET). THE GRHVEL DEPTH IS THE MINIMUM DOOM OF GRHVB, BETWEEN THE OUTFHLL PIPE HND THE 8OTTOM OF THE T). TV M W it 4 -0 X too K 13, ���-w- 1 cl �WT-O P,M v< �X Z! Kl�---� 3 i Y rr-A� ' PERMIT HPPLICHNT HHS MET FREAPONSIMLITY TO HNFORM THIS DWPRRTMEHT DURING THE INS18LLHTION INSPECTIONS OF HNY WELLS RDJHCENT TO THIS FOR OPERTY FHA 4- THE NUMBER OF RESIDENCES THHT THE WELL WILL SERYE. ��W K Q -Y � IE r, , ,,, �F;:?. K,� ::� 11-* jj:;:�!! !T-:�: ~�'� B0CKFILLING OF HNY SYSTEM WITHOUT FIMHL INSpECTION HND HPPROVHL BY THIS DEPHRTMENT WIL| BE SUBJECT TO PROSECUTIONCf MINIMUM DISTHNCE BETWEEN H WELL HND RNY ON-SlTE SEWHGE DISPUSRL SYSTEM IS 100 FEET FOR R PRIVHTE WELL/ OR 150 TO 200 FEET FROM H PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL OTHER REQUIREMENTS MHY HPPLY. SPECIFICHTIONS R�D CONSTRUCTION DIHGRHMS HRE RVHILH8LE TO INSURE PROPER INSTRLLHTION. �H Q two . V -1 - KH 41 W : I Iwo RH 15 ADY v5n C � Ev� TV I KA RH sit :A A , ft. son ?" GQ 751 r 1p ORJ c ru cy, Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST 6� o rti1:NGIN Efi8 0 ° o e 87° 4't H r�e D°v0 00000• noaoee d n � Oooee o Frtn o•ere"w'. •-6 C. R[ID, JR. a 2251 PERFORMED FOR: CUz/K7�✓EJ/ DATE PERFORMED: LEGAL DESCRIPTION: /07j" 'xL.•i' / ,j F."%��c;,� ,d%•� f Township, Range, Section: -771z-IJ -e�/J 567e - DEP H EGDEPTH �-r- SLOPE SITE PLAN 1 2 3 4 5 6 7 / 8 A 9 10 11 � � 2 12 / A i 13- 14- 16 3 14 16 17 18 19 sir/ Ski-/� WAS GROUND WATER , /D ENCOUNTERED? /V S IF YES, AT WHAT L _ DEPTH? O P E Depth to Water Alter Monitoring? �'�r _Dale: -36'F7 Reading Date Gross Net Depth to Net Time Time Water Drop 20 PERCOLATION RATE (minutesilnch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS _50'1-- L"'f�" /1T i�OT /3%cN r!F!')7 '7o i�/,� PERFORMED BY: frECS �� EF1 I /tel" CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: Z-3017 72-008 (Rev. 4/85) PAP OMEN 0000001 WAS GROUND WATER , /D ENCOUNTERED? /V S IF YES, AT WHAT L _ DEPTH? O P E Depth to Water Alter Monitoring? �'�r _Dale: -36'F7 Reading Date Gross Net Depth to Net Time Time Water Drop 20 PERCOLATION RATE (minutesilnch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS _50'1-- L"'f�" /1T i�OT /3%cN r!F!')7 '7o i�/,� PERFORMED BY: frECS �� EF1 I /tel" CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: Z-3017 72-008 (Rev. 4/85) ALASKA ENVIRONMENTAL CONTROL SERVICES, INC. 1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561-5040 SHEET NO. CALCULATED BY CHECKED BY OF tT s DATE DATE ek�5rin/Fi C?i$ , cemnwa�.i nik r,N�. u.. n�oi c rr .ws an aw w�••qR�. Y C. REIN, JR:,o , C[ »2251 01 _ _< � t•/SiBH � cemnwa�.i nik r,N�. u.. n�oi c rr .ws an aw w�••qR�. Y C. REIN, JR:,o , C[ »2251 ALASKA ENVIRONMENTAL CONTROL SERVICE INC! 1200 West 33rd Avenue, S ite ANCHORAGE, ALASKA 99P03 (907) 561-5040 / I JoB / '� 6 i'EET NO. - OF_ N, ULi14 D BY �� �J�e� DATE CHE 5 DATE �G 0 P7 ALASKA ENVIRONME CONTROL SERVICE 1200 West 33rd Avenut, ANCHORAGE, ALASKA S (907) 561.5040 JOB EET NO. O LCULitTED BY A A-5 — OF — DATE DATE - / ATE_/ (/o ALASKA ENVIRONMENTAL CONTROL SERVIC' INC. 1200 West 33rd Avenuc, Suite B ANCHORAGE, ALASKA 99503 (907) 561-5040 JOB SHEET N0. CALCULATED BY /'' CHECKED BY - SCALE /. '/o OF C� DATE '9—'p —'p e7 -G DATE RRMrT flit n11 G„Jm M." 111" I MUNICIPALITY OF ANCHORAGE Development Services Department i Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 011-291-13 Legal description SEAVIEW HEIGHTS BLK 1 TR 8 Expiration Date: Z� Site address 6222 W DIMOND BLVD Anchorage AK 99502 Current property owner(s) NIELSON-ROBINSON FAMILY TRUST X The On -site system(s) is/are approved for 4 + 1 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or advisories: See attached advisory from the MOA Development Services Original Certificate Date: ,J ^Z 7 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 X Other COSA Approvdjune 2022 Development Services Department l `{ p P'7 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. 011-291-13 Complete legal description SEAVIEW HEIGHTS; BLOCK 1, TRACT 8 Location (site address) 6222 W. DIMOND BLVD. *ANCHORAGE, AK 99502 Current property owners) DAVID NIELSON 2. ON -SITE SYSTEMS SIZED FOR 4+1 BEDROOMS Day phone 907-244-7437 3. TYPE OF WATER SUPPLY: ❑ Private Well 0 Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ❑ Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: n Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ❑ Steel FIW� Plastic ❑ Concrete ❑ Fiberglass Age 2/NEW - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed R Deep Trench ❑ Wide Trench 0 Seepage Pit Waiver request for: V q I J (� C.� �y~ � � .P J � Distance: Expedited review requested: ❑ 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 $ - -60 Waiver Fee $ Date of Payment 5 2-0 Z Date of Payment COSA # 0 S L 2 CI 1051 Waiver # COSA Application —June 2022 M t1l°1)2i Arsenic Advisory Certificate of On -Site Systems Approval # OSC241051 Subdivision: SEAVIEW HEIGHTS, Block: 1, Lot: Tract 8 A water sample revealed an arsenic concentration of 18.4 micrograms per liter (ug/L). The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 ug/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. information on arsenic is available from the On -Site Water and Wastewater Program website (www.muni.org/onsite) or at 343-7904. This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval. ; �s MaIN 4 Mailing Address��P yO�,Box �96650 *�nchorage, Alaska'99519�66,50 www muni org <r k ' t OSC241051 SEAVIEW HEIGHTS BLK 1 TR 8 March 7, 2024 Advisory regarding the non -conforming septic system serving the primary residence: The septic system serving the primary residence at the subject property consists of a 1500-gallon septic tank that was installed and documented in 2020. The septic system for the main residence also includes an undocumented drainfield, that is believed to consist of two (2) concrete seepage pits that were installed prior to 1978. These seepage pits are likely not code compliant, but they have been approved for continued use by the MOA when the property transferred title in the past. It is unknow if the drainfield (seepage pits) are adequately sized for the number of bedrooms served; however, a recent adequacy test indicates that the drainfield currently meets the absorption requirement for a 4-bedroom residence. yr s`i,�„. .",`�'' ch€z a- o.�r�arye!�la�s�C��� 9-650 �h�� Il�nni`vw Muni org � y �� Municipality of AnchorageAi �F !mom. P.O. Box 196650 ® 4700 Elmore Road Anchorage, Alaska 99519-6650 ® (907) 343-7904 ® Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Division On -Site Water and Wastewater Program * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: OSV241005 COSA#:OSC241051 Permit#: P I D#: 011-291-13 Legal Description: SEAVIEW HEIGHTS BILK 1 TR 8 Engineer: Garness Engineering Group Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the F,) 1JV10Mj--v ; has been approved. The approved separation distance is 0.0 feet. This waiver approval applies to the existing absorption field only. Any future upgrade to the on - site wastewater disposal system will require all separation distances be met or another approval from this department. Waiver is Granted: X Waiver is not Granted: A � Date: ZY Approved by: Name R Re 'ewer **** VARIANCE/WAIVER REVIEW **** GARNESS ENGINEERING GROUP, Ltd ENGINEERING SALES CONSULTING January 22", 2024 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Seaview Heights; Block 1, Tract 8 — Undocumented Seepage Pit/s To whom it may, concern: uanics AeroCell Alaska Authorized Dratei The subject lot has two structures on it, a 4-bedroom single-family home, and 1-bedroom ADU. Per MOA records, the main residence is served by a plastic septic tank (installed in 2020) and two undocumented concrete seepage pit/s. Below is pertinent information regarding the seepage pit/s: • There is a document in the MOA records (Dated 8/20/1978) that indicates there are two seepage pits in series. • Both seepage pits were installed prior to 1978 and are undocumented. • According to the 1978 inspection report, the first seepage pit (closest to the house) is 4' in diameter and the second (further from the house) is 6' in diameter. • According to a drawing on the back of the 1978 permit, which was recently discovered in the MOA hard file, the first seepage pit is 9' (total depth?) and the second seepage pit is 6' (total depth?). • There is no indication in the MOA records that there is drain -rock around the seepage pits. In 2020 when the new septic tank was installed, no significant quantity of drainrock was noted in the vicinity of the 4' diameter seepage pit. • Based upon the MOA records (and historical aerial photos of the house configuration) it is reasonable to believe that the second seepage pit is southeast of the first seepage pit, and further from the well and building foundation. • The 1978 inspection report in MOA records was approved for 5 bedrooms. • During GEG site visits, only one seepage pit pipe could be located, and it serves the 4' diameter seepage pit.. • There have been several permits and inspection reports issued for the septic serving the main residence which showed only one seepage pit pipe. The 1987 design, 1995 design, and the 2020 design. • Both the 1994 HAA and the 2004 HAA note the seepage pit as being "undocumented". The 1994 HAA noted the seepage pit as 13' deep. The 2004 HAA noted the seepage pit as 14 feet deep. During the 2023 testing of the seepage pit, it was noted as being 13.8 feet deep. • Only the liquid level in the first seepage pit could be measured for the 9/24/2023 septic adequacy test. Prior to the start of the test, there was 59" (almost 5 feet) of liquid in the seepage pit. After introducing 524 gallons the liquid depth rose 29 inches, to a total depth of 88" (7.33 feet). Once the liquid reached a total depth of 90" (7.5 feet) it remained unchanged after the introduction of an additional liquid. It is reasonable to believe that the liquid was then overflowing to the second seepage pit. Based upon the recovery readings, the absorption rate of the first seepage pit 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Website: www.garnessengineering.com Page 2 of 2 exceeded 130 gallons per hour. • The seepage pit/s is likely "undersized" for a 4-bedroom residence but has functioned this way for a significant period of time (pre-1978?). The seepage pit pipe closest to the house is approximately 10 feet from the building foundation. As addressed previously, it is believed that the second seepage pit is located even further from the building foundation. We are requesting that the department issue a variance of the separation distance between the seepage pit/s and foundation down to 0 feet. Justifications for allowing this are as follows: • The dimensions of the seepage pit/s are unknown; however, per the 2020 inspection report in MOA records, there was minimal drainrock observed around the concrete rings for the 4' diameter seepage pit. • If drainrock were present under the foundation, it would not compromise the integrity of the foundation. • Per the 2020 photos in the MOA file, the 4' seepage pit is lower in elevation than the foundation in this area; consequently, there is no risk of effluent migrating into the living area. • The seepage pit closest to the house is believed to have 4' concrete rings. Based upon this fact, it is assumed that the seepage pit void is not under the foundation. • Per MOA records, the structural addition was present during the 1995 septic tank upgrade. In short, encroachment has existed for at least 28 years. • The structure has a crawlspace. The elevation of the crawlspace relative to the elevation of the seepage pit is unknown. It should be noted that the existing septic tank has approximately 6 feet of soil cover over the field. Given that it is relatively flat from the foundation to the tank and seepage pit, it is reasonable to assume that the existing seepage pit elevation is below the crawlspace elevation (likely by several feet). GEG attempted to access the section of crawlspace closest to the seepage pit but was unable due to it being a relatively confined space. In summary, while we do not anticipate that effluent is leaching in to the crawlspace, we were not able to physically confirm this. If you have any questions, please contact us at 3 3 7-6179. Thank you for your assistance. Sincerely, Jeffrey . ( arness,M.S. President R 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www. garnessengineering.com COSA Checklist Legal Description: SEAVIEW HEIGHTS; BLOCK 1, TRACT 8 Parcel ID: 011-291-13 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ADU A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled *11/81 Total depth *271 ft Cased to *271 ft (4� itary seal is functioning correctly v, SFi ❑ Wires are properly protected,"-- Casing height (above ground �2 in. Date of flow test for COSA 9/22/2023 Collected by GEG, LTD. Static water level at beginning of test 139.2 ft. Date 9/22/2023 Comments *PER 1993 COSA - WELL IS SHARED WITH MAIN HOUSE B. TANK DATA Measured operating fluid level in septic tank NEW Date of pumping ❑ Required maintenance completed, if AWWTS Comments: SEE ATTACHED RECORD DRAWING D. ABSORPTION FIELD DATA Which system tested (date installed) 12/1/1989 ■❑ ALL standpipes present per record drawing Total measured depth from grade 8.4 ft (max) Measured depth to pipe invert from grade 6.8 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 19 ❑ 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 - C. LIFT STATION ❑ Required maintenance c Age of lift station years Lift statio erial Adequacy test date 10/12/2023 Results M Pass Fluid depth prior to test 0 in Water added *1003 gal New fluid depth 8 in Elapsed time 15 min Final fluid depth 0 in Absorption rate 150+ gpd FIELD STATUS — POST RECOVERY Effective depth (per record drawings) 42 Effective depth used 19 in Effective depth remaining 23 in Comments/Deficiencies: *3" IN MT AFTER INTRODUCING 559 GALLONS OF WATER Well production at time of test 5+ gpm Water storage tank volume N/A gallons Well disinfected for coliform test? ❑ Yes ❑■ No ❑E Coliform bacteria is Negative Nitrate mg/L ❑■ Nitrate less than MRL (ND) Arsenic 18.4 ug/L ❑ Arsenic less than MRL (ND) in COSA Checklist June 2022 A, 0 LA !P. 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' Community Sewer Manhole/Cleanout > 100' ❑■ Yes if No ft Eyes if No ft Neighboring Tank > 100' 0 Yes if No ft Private Sewer/Septic Line > 25' [E Yes if No ft Absorption Field on Lot > 100' [E Yes if No ft Holding Tank > 100' W Yes if No ft Neighboring Absorption Fields > 100' Animal Containment > 50' g Yes if No ft ❑■ Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ❑■ Yes if No ft ❑■ Yes if No ❑ 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 Surface Water > 100' ❑■ Yes if No _ Tank to Property Line > 5' ❑■ Yes if No ft Wells on Adjacent Lots: Field to Property Line > 10' ■❑ Yes if No ft Private Wells > 100' 0 Yes if No _ Water Main > 10' ❑■ Yes if No ft Community Wells > 200' Yes if No _ Water Service Line > 10' E Yes if No ft If tank or field is under driveway comment below F. ENGINEER'S COMMENTS ft ft ft ft 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 Garness Engineering Group, LTD. (GEG) Phone Engineer's Printed Name Jeffrey A. Garness Date _ In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the system/s on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend upon a variety of variables, including (but not limited to) soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the current systems fail to perform adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG to perform the evaluation. Reliance upon the information provided in this report by any other person or party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. COSA Checklist June 2022 907-337-6179 ooP�� oF....��5��0 o 'F i *)- 4 T �* QO r .A:....... SS::... ff CE-79 0 LICENSE �Q�ap�o f essionoo #AECC884 �OD�O000 COSA Checklist Legal Description: SEAVIEW HEIGHTS; BLOCK 1, TRACT 8 Parcel ID: 011-291-13 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system MAIN HOUSE A. WELL DATA v� s /elZV- ❑ Well log is filed with Onsite (or attached) Well production at time of test 5+ gpm Date drilled *11/81 Total depth *271 ft Water storage tank volume N/A gallons I), Cased to *271 ft Well disinfected for coliform test? ❑ Yes ❑■ Nc Sanitary seal is functioning correctly Wires are properly protected Casing height above ground) (7-+ in. ❑■ Coliform bacteria is Negative Nitrate I mg/L X Nitrate less than MRL (ND) Arsenic 18.4 ug/L ❑ Arsenic less than MRL (ND) Date of flow test for COSA 9/2 /2023 Collected by GEG, LTD. Static water level at beginning of test 139.2 ft. Date 9/22/2023 Comments *PER 1993 COSA - WELL IS SHARED WITH ADU B. TANK DATA Measured operating fluid level in septic tank 66" Date of pumping ❑ Required maintenance completed, if AWWTS Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) 1966 (?) ❑ ALL standpipes present per record drawing Total measured depth from grade 13.83 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 901, ❑ 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 - C. LIFT STATION ❑ Required maintenance c eted >oftation years erial: �- 4 2 Adequacy test date 9/22/2023 Results Q Pass Fluid depth prior to test **59" in Water added **909 gal New fluid depth **90 in Elapsed time 140 min C Final fluid depth 73 in l! Absorption rate 600+ gpd Z FIELD STATUS — POST RECOVERY Effective depth (per record drawings) **108 in Effective depth used 91 in Effective depth remaining 17 in Comments/Deficiencies: *NO MOA DOCUMENTATION. **SEE LETTER ATTACHED WITH COSA APPLICATION CONDITION OF SECOND SEEPAGE PIT IS UNKNOWN COSA Checklist June 2022 Sa/AVIs� 1 9V— I) ��'I 6 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' Community Sewer Manhole/Cleanout > 100' OYes if No ft ❑■ Yes if No Neighboring Tank > 100' 0 Yes if No ft Private Sewer/Septic Line > 25' ❑■ Yes if No Absorption Field on Lot > 100' 0 Yes if No ft Holding Tank > 100' ❑■ Yes if No Neighboring Absorption Fields > 100' Animal Containment > 50' Q Yes if No 0 Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' DYes if No ft QYes if No ❑ 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 Surface Water > 100' ❑■ Yes if No _ Tank to Property Line > 5' 0 Yes if No ft Wells on Adjacent Lots: Field to Property Line > 10' ❑ Yes if No ft Private Wells > 100' 0 Yes if No Water Main > 10' 0 Yes if No ft Community Wells > 200' Q Yes if No _ Water Service Line > 10' [KI Yes if No ft If tank or field is under driveway comment below F. ENGINEER'S COMMENTS *SEE LETTER ATTACHED WITH COSA APPLICATION ft ft ft ft ft ft ft ft 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 Garness Engineering Group, LTD. (GEG) Phone 907-337-6179 Engineer's Printed Name Jeffrey A. Garness Date In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the system/s on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend upon a variety of variables, including (but not limited to) soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the current systems fail to perform adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG to perform the evaluation. Reliance upon the information provided in this report by any other person or party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. OT 4 T of r A. .. ........ Hess:' CE-79 3 �� fC11 =NSE�4 Professi COSA Checklist —June 2022 , j; t F� �l (4� I Q �Z__ ( (yza-C,c; '8 #AECC884 � �� r, 12 q Jeff Garness From: Jeff Garness Sent: Monday, March 4, 2024 12:35 PM To: Wockenfuss, Deborah M.; 'Townsend, Curtis L.; Cogger, Benjamin M. Cc: Sonja Blewett; David Garness Subject: Seaview Heights, 131, Tract 8 - Filling of pit well The owner of the property retained ARM Septic Services to fill the well pit at the subject property. The lid for the entire pit area was not removed prior to backfilling. Instead, the pit was filled through the access opening. This method allowed for most of the pit to be filled, but undoubtedly did not allow for 100% of the void space (in the upper part of the pit below some portions of the lid) to be fully filled/compacted. In the future, when the wood roof of the pit decays/collapses there will likely be a moderate depression in the area that will require some fill. The COSA for the subject property will be submitted today or tomorrow. If you have any questions, please contact me. Jeffrey A. Garness, P.E., M.S. President Garness Engineering Group, Ltd. 3701 E. Tudor Road, Suite 101 Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 Mobile: (907) 244- 9612 Website: www.garnessengineering.com GARNESS ENGINEERING GROUP, Ltd ENGINEERING SALES CONSULTING IVA qqa�nics XERXES* delta AeroCell n� treatment systems A4sk0 AufhMlTtd OlOkY cy INFILTRATOR AI � hi3Y��pp 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 CERTIFICATE OF HEALTH AUTHORITY APPROVAL —47 FOR A SINGLE FAMILY DWELLING Parcel I.D. 011— HAA# M-) I Q 1: GENERAL INFORMATION Expiration Date: Complete legal description SEAVIEW HEIGHTS SUBDIVISION* TRACT 8, BLOCK 1 Location (site address or directions) 6222 - WEST DIMOND BLVD * ANCHORAGE, AK * 99502 Current Property owner(s) JOHN HARDWICK Day phone 563-5500 Mailing address Lending agency Mailing address Real Estate Agent Mailing address C/O AGENT Day phone PRUDENTIAL JACK WHITE, BETH WEISER Day phone 3201 "C" STREET #200 * ANCHORAGE, AK * 99503 Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 & 1 3..;TYP4'OF WATER SUPPLY: Individual Well ❑ Individual Water Storage ❑ Community Class C Well Public Water System ❑ 243-0432 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 4 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 private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, 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 herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm ALASKA WATER & WASTEWATER CONSULTANTS, INC. Phone Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 Engineer's Printed Name Engineer's Comments: JEFFREY A. GARNESS, P.E. In conducting this evaluation, AKWWC, Inc. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. AKWWC, 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 sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE Approved for bedrooms. Disapproved. 337-6179 Conditional approval for bedrooms, with the filowing stipulations: G ness: — 95 f es sloa°o� llltttt Yt 0F���i��//i ON-SITE WATER AND : WASTEWATER PROGRAM-; . Attachments: HAA Checklist Manitenance Agreements ii�� •SEN ' //111111 Septic System Advisory Well Flow Advisory Supplemental Engineer's Reort Other By: �• Original Certificate Date: _ L Q - 13 - p3 (Rev. 12101) i Municipality of Anchorage • Development Services Department Building Safety Division SA X T T On -Site Water & Wastewater Program i, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us j (907)343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST i Legal Description: SEAVIEW HEIGHTS SUBDIVISION; TRACT 8, BLOCK 1 Parcel ID: 011-291-13 l A. WELL DATA Well type CLASS "c" If A, B, or C provide PWSID# 217746 Well Log (YM) Date completed Sanitary seal (YM) Wires properly protected Total depth ft. Cased to ft. Casin (above ground) in. FROM WELL LOG AT INSPECTION Date of test Static water level ft. ft. roduction g.p.m. 9.13.m - WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Nitrate 0.1 mg./L. Other bacteria 0 colonies/100 mi. Arsenio NSA mg./L. Date of sample: 9/22/03 Collected by: AKWWC, INC. B. SEPTIC/HOLDING TANK DATA Tank Type/Material STEEL Date installed 7/5/1995 Tank size 1500 gal. Number of Compartments 2 Cleanouts (YM) YES N Foundation cleanout (Y/N) YES Depression over tank (YM) NO High water alarm (Y/N) N/A k Date of pumping 9/22/2003 Pumper DENALI SEWER AND DRAIN SERVICE C. ABSORPTION FIELD DATA Date installed 1968 Soil rating (g.p.d./ft'or ftZ/bdrm) UNK. System type SEEPAGE PIT I� is Length UNKOWN ft. Width UNKNOWN ft. Gravel below pipe 6.0 ft. K Total depth 14 ft. Eff. absorption area UNK. ft' Monitoring tube YES Depression over field NO Date of adequacy test 9/22/2003 Results (Pass/Fail) PASS For 5 bedrooms Fluid depth in absorption field before test 44 in. Water added 755 gal. New depth 59 in. f 2 54.5 ' t >= 750+ ,d, i. Elapsed Time: 0 min. Final fluid depth m. Absorption rate g.p Any rejuvenation treatment (past 12 mo.) (YM & type) NONE KNOWN If yes, give date D. LIFT STATION Date installed "Pump on" level at in. E. SEPARATION DISTANCES Size in gallons Pum twin. High water alarm level at in. Cycles tested Meets alarm & circuit requirements? SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 150'+ On adjacent lots 100'+ Absorption field on lot 150'+ On adjacent lots 100'+ Public sewer main N/A Public sewer manhole/cleanout N/A Sewer /septic service line 75'+ Holding tank 200'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5' Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10' TO CO Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION 0 I certify that I have determined through field inspections and - :��r review of Municipal records that the above systems are in P conformance with MOA HAA guidelines in effect on this date. V, of e A Gam ss:' Engineer's Printed Name JEFFREY A. GARNESSQoo 9 -79 Date 4 p►ofess�o� a� �400aq�a HAA Fee $ Waiver Fee $ Date of Payment Date of Payment Receipt Number Receipt Number (Rev. 12101) Municipality of Anchorage L, Development Services Department `° Building Safety Division - . On -Site Water & Wastewater Program ' " • ` T T 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519.6650 www.ci.anchorage.ak.us (907) 343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: SEAVIEW HEIGHTS SUBDIVISION; TRACT 8, BLOCK 1 Parcel ID: 011-291-13 A. WELL DATA Well type CLASS 'C' If A, B, or C provide PWSID# 217746 Date completed Sanitary seal (YM) Total depth ft. Cased to ft. FROM WELL LOG Date of test i Static water level ft. Z�lAtet roduction 9— p.m- WATER SAMPLE RESULTS: Collform 0 colonies/100 ml. Arsenic: N/A mg./L. B. SEPTICIHOLDING TANK DATA Nitrate 0.1 mg./L. Date of sample: 9/22/03 Tank Type/Material STEEL Well Log (Y/N) Wires properly AT INSPECTION ground) in. ft. g.p.m. Other bacteria 0 colonies/100 ml. Collected by: AKWWC, INC. Date installed 10/13/1989 Tank size 1000 gal. Number of Compartments 2 Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Depression over tank (YM) NO High water alarm (Y/N) N/A Date of pumping 9/22/2003 Pumper DENALI SEWER AND DRAIN SERVICE C. ABSORPTION FIELD DATA SMT IS SHORT. TOTAL DEPTH SHOULD BE 9.9' Date installed 10/13/1989 Soil rating (g-p.d./ftior drm 150 System type SHALLOW TRENCH Length 33 ft. Width 5 ft. Gravel below pipe 3.5 ft. Total depth «8.0 ft. Eff. absorption area 300 ft' Monitoring tube YES Depression over field NO Date of adequacy test 9/22/2003 Results (Pass/Fail) PASS For 2 bedrooms Fluid depth in absorption field before test 0 in. Water added 450 gal. New depth 0 in. Elapsed Time: N/A min. Final fluid depth 0 in. Absorption rate >= 450+ g.p.d. Any rejuvenation treatment (past 12 mo.) (YM & type) NONE KNOWN If yes, give date — D. LIFT STATION Date installed Size in gallons "Pump on" level at in. "Pumpoft$ m. Cycles tested E. SEPARATION DISTANCES High water alarm level at in. Meets alarm & circuit requirements? SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 150'+ On adjacent lots 150'+ Absorption field on lot 150'+ On adjacent lots 150'+ Public sewer main N/A Public sewer manhole/cleanout N/A Sewer /septic service line 75'+ Holding tank N/A SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10' Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and C/) �O review of Municipal records that the above systems are in ..........C93 ...... "' conformance with MOA HAA guidelines in effect on this date. e re.ess: Engineer's Printed ame JEFFREY A. GARNESS Od4°� Q av Date U 40 VP "Of Q� 0�40000�d HAA Fee $ Date of Payment Receipt Number (Rev. 12/01) Waiver Fee $ Date of Payment Receipt Number Oct -06-03 02:09pm From—PRUDENTIAL JACK �.F "4 PAF, ...AL,9s4pQo 497 •:y W-"� enneth L Dreyer: a V"'.. LS -8202 4nri feeglof�a� ��� NOTE 1. THE PROPERTY EXTENDS TO THE SECTION LINE OR TO THE TIDELANDS WHICHEVER IS LESS. 0 TRANSIT LINE LEGEND: SET 1=ND 5/6-rS W/CAPD 12.5' ALMON. {b MONUMENT �} HUB do TACK ID rENC£- _x_ X -. OVERHANG - W000 DECKS- CONCRETE- ASPHALT- F GRAVEL- r l SEPTIC STANDPIPES- WAM WELL- 9 +9077623189 T-656 P•002/002 F-927 _11 tis /MEND t' 9-00_ I IGS 76- I LOT 8 i t � s I' f EXISTING NOV.Ee =Q M1a. 19.6 a• o 0 , N O 0 0 En i 1 . LOT 8 i i i s f EXISTING NOV.Ee =Q M1a. 19.6 a• o 0 , N O 0 0 En i 1 . i • s+1 i o "FPC0.T i EXISTINC r t,• HOUSE. .r _ r)�with DUNLAP BUILDERS Ln 4. �RT 11 V'(':dl�'"W".ryy.,n,�r_v,uN'�Vc.':MraO't.Nr�.N:'Iin°_'e'w4'•V.'GY:'uN_'dM:M`�'�!O_ .,v AM Ea 1111M I latha C3 AMEEE4 r,- 114 '�tc,�� bS'L..:.t�.�,[�w�mF,.� :�a�.`.h —z.:.�'.�,u, :nch.T.at-a_..w:•c �1;�.—wi�:m.'At.: 28.8 25. 7 LAND & CONSTRUCTION SURVEYORS—PLANNERS--ENGINEERS 440 WEST BENSON BLVD. # 103 ANCHORAGE, ALASKA 99503 (907) 562-5291 WORT( ORDER NUMBER: DATE: SCALE AUG 28, 1995 1"-60' (fox) 561-6626 95 -L -499A aRAVON Br: C.¢«Eo GRID WMHER: BOOKPAtx: KLD. 1. 2323 352A/68-70 A S— B U I L T O F: LECAI, DESCRIPnON; LOT 8, BLOCK 1, SEAVIEW HEIGHTS ACCORDING TO PLAT P -162D C, SEE NOTE 1 S 89'59'00" E 150.07' auKVLT ULKIII'lUAIIUN; LANTECH has Conducted a pnysical survey of this property as shown on this drowing and that the improvements ;;ituoted there- on ore within the property tines and no encroach- ments exist other than noted. 'XCLUSION NOTES: It is the owners responsibility to determine the existence of any easements, covenants. or restrictions which do not appear on the recorded subdivizion plot- NOTE; Under no circumstances Should any data hereon oe v*eo for construction or for cstabiiehing property Ines. N G r a 0 0°o n • O MUNICIPALITY OF ANCHORAGE • '� DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. # U ON_� 1 _ HAA # 1. GENERAL INFORMATION Complete legal description ✓i etx,>- Location (site address or directions) &o2aa I&I Dilpllfv tuu 8/yO Property owner -&I1-aty �� Day phone m+ CG v Mailing address b Q- g_')_ �&- -1) (,wc Lending agency Mailing address Agent Address — Day phone Day phone Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: _ LkY_0 3. TYPE OF WATER SUPPLY: Individual well .21M/. CA} e' e Community well Public water 0 vt-e tkl NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site —� Holding tank Community on-site Public sewer NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Fronl MOA 921 LeN VOW MOUG (l6/l'AOH).9ZRZL •>laom s,aaaulb; )issaloid aqi ui suo!ssiwo ao saoaaa aol alglsuodsaa IOU si a6wogouV to Allledioiunw aql ponssi sl aleollilJao a ajolaq elep az/Ieue ao suoiloodsul lonpuoo IOU op SHHG to saa (oldw3 •sluawaiinbaa alels pue jeaapal uiel io tlsiles of aapio u! suoilnl!lsul 6uipual aiogl pue sawoq to siesegoand of Asolinoo ase sigl saop SHHG aql •e>lselv to alelS aql ui paaalsiboi aaou!6ua leuolssaload luopuedopui ue Aq anoge S gdejbwed ui uan16 suoileluasaadaa aql uodn Aluo paseq soleoippoo IenoaddV (luoglnV glleaH sanssi (SHHCI) sooimaS uewnH pue glleaH to luawlaedap abeaogouV to Al!ledioiunvq oql �Zj/ algia p :Ag :suo!le!nd!ls buiMollol aql ql!m 'swooapaq •swooapeq ale(] — /z / aol lenoidde !euo!l!puoC) -panoaddesia —34---z aol panoaddy —T- 3unIVNJIS SHHd '9 ainleu6is s,aaau!6u3 //�1 ci� ov ssaippb' /1,� - b auogd • ! `��y 5 L4 uq0 wai3 to aweN •uoiloodsui sigl to alep aql uo loolla ui suoilelnbei pue Isaoueuipio 'sopoo alelS pue led!oiunw Ile ql!M aoueildwoo ui si walsAs lesods!p aalemalsem ao/pue llddns aaleM ol!s-uo aql 'uo!loadsu! pue uoile6ils8nui Aw woal pue salil 96eaogouy to Al!ledioiunN eql woal pauielgo uoilewaolui aql uo paseq legl Aliaanaaglanl I •u!anq paleo!pui aanlonals to adll pue swooapaq to aagwnu oql aol alenbope pue leuoilounl'ales si walsAs lesods!p aalennalsum ao/pue Alddns aalem ol!s-uo aql legl smogs uoileoildde Ienoaddy Aliaoglny glleaH s1gl to u01le61lsanu1 Aw legl /loan I 'Mo!aq uMogs alep uo!lep!len aql to se pue olaaaq paxille leas Aw Aq paipino sy 41, H33NION3 AG N01103dSNl d0.1N3W3.LV.1S 'S PmlrdD-s o - ssnnp vv)Xrd -tn %))W5? sluawwo0 Ieuoil!ppV s MgstiM o 2� S d :suo!le!nd!ls buiMollol aql ql!m 'swooapaq •swooapeq ale(] — /z / aol lenoidde !euo!l!puoC) -panoaddesia —34---z aol panoaddy —T- 3unIVNJIS SHHd '9 ainleu6is s,aaau!6u3 //�1 ci� ov ssaippb' /1,� - b auogd • ! `��y 5 L4 uq0 wai3 to aweN •uoiloodsui sigl to alep aql uo loolla ui suoilelnbei pue Isaoueuipio 'sopoo alelS pue led!oiunw Ile ql!M aoueildwoo ui si walsAs lesods!p aalemalsem ao/pue llddns aaleM ol!s-uo aql 'uo!loadsu! pue uoile6ils8nui Aw woal pue salil 96eaogouy to Al!ledioiunN eql woal pauielgo uoilewaolui aql uo paseq legl Aliaanaaglanl I •u!anq paleo!pui aanlonals to adll pue swooapaq to aagwnu oql aol alenbope pue leuoilounl'ales si walsAs lesods!p aalennalsum ao/pue Alddns aalem ol!s-uo aql legl smogs uoileoildde Ienoaddy Aliaoglny glleaH s1gl to u01le61lsanu1 Aw legl /loan I 'Mo!aq uMogs alep uo!lep!len aql to se pue olaaaq paxille leas Aw Aq paipino sy 41, H33NION3 AG N01103dSNl d0.1N3W3.LV.1S 'S .� U-2Cl roawt S��3t2t��/ Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: )Lav( S, 1-3K i Parcel I.D. (D 1 L -- 171 —1 D A. Well Data Weil type C If A, B, or C, attach ADEC letter. ADEC water system number� 2- -7 7 Lf Log present (Y/N) � Date completed t t l l Q 81 Driller D 0 � n vl Total depth 00) Cased to—Casing g it �Casin height �- y Sanitary seal (Y/N) Date of test Static water level Well flow Pump levell FROM WELL LOG I� 0 ,% l 4 6 ( � aU SEPARATION DISTANCES FROM WELL TO: Septic/holding tank on lot Absorption field on lot Wires properly protected (Y/N) AT INSPECTION Public sewer main Public sewer manhole/cleanout No 1 C2— Sewer service line Petroleum tank No K WATER SAMPLE RESULTS: Coliform Nitrate Other bacteria Y� Date of sample: 1I130 la Collected by: �- S B. SEPTIC/HOLDING TANK DATA Date installed 113 0 /7v Tank size Compartments Cleanouts (Y/N) �Z Foundation cleanout (Y/N) Depression (Y/N) High water alarm (Y/N) ���� Alarm tested (Y/N) IVIA Date of pumping 1() °) 3 Pumper �Eo �o P—oU V ✓ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot / -15 D On adjacent lots > /e e7 Foundation To property line > /0 Absorption field i /C) Water main/service line > 5 (� Surface water/drainage Novi 72-026(3/93)•Front CONTINUED ON BACK PAGE 3 "s „Z / Z- g.p.m. P 6`7 I _' (n G it T i6 L 29 nr On adjacent lots �-1- O On adjacent lots > ��� (D o r Public sewer main Public sewer manhole/cleanout No 1 C2— Sewer service line Petroleum tank No K WATER SAMPLE RESULTS: Coliform Nitrate Other bacteria Y� Date of sample: 1I130 la Collected by: �- S B. SEPTIC/HOLDING TANK DATA Date installed 113 0 /7v Tank size Compartments Cleanouts (Y/N) �Z Foundation cleanout (Y/N) Depression (Y/N) High water alarm (Y/N) ���� Alarm tested (Y/N) IVIA Date of pumping 1() °) 3 Pumper �Eo �o P—oU V ✓ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot / -15 D On adjacent lots > /e e7 Foundation To property line > /0 Absorption field i /C) Water main/service line > 5 (� Surface water/drainage Novi 72-026(3/93)•Front CONTINUED ON BACK PAGE C. LIFT STATION 1\1 (D J\) Date installed Size in gallons Vent(Y/N) High water alarm level "Pump on" level at Meets MOA electrical codes (Y/N) SEPARATION DISTANCE FROM LIFT STATION TO: Well on lot On adjacent lots D. ABSORPTION FIELD DATA rer ole/Access (Y/N) "Pump off" Level at Cycles tested Date installed IQ 69 g z Soil rating (GPD/Ft2) Length Width Gravel thickness Surface water System type C t?_ I jLa Total depth Total absorption area Cleanout present (Y/N) _Depression over field (Y/N) Date of adequacy test 10141 g� Results (pass/fail) for Bedrooms Water level in absorption field before test test Peroxide treatment (past 12 months) (Y/N)��r l�R 2- If yes, give date SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot I f_, On adjacent lots�t Property line \% 10 To building foundation y To existing or abandoned system on lot o vr� On adjacent lots > 3�0 Cutbank�o��Water main/service line Surface water>y � Driveway, parking/vehicle storage area > 6^c Curtain drain N10 E. ENGINEER'S CERTIFICATION I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. HAA Fee $ 0 0 a '<�Jn Date of Payment �6 Receipt Numberc? `���/��C�(YZ 72-026 (3/93)' Back Waiver Fee $ Date of Payment Receipt Number C2 3CdrLO cvv� '3y S LtA� Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: I A a4 8 Parcel I.D. A. Well Data SeO`U,4,� Well type CL If A, B, or C, attach ADEC letter. ADEC water system numbery b Log present (Y/N) �� Date completed NO ✓ 1 q 8 f Driller Dm t4e.L-1 Total depth j Cased toCasing height ®2q Sanitary seal (Y/N) Date of test Static water level Well flow Pump levell FROM WELL LOG SEPARATION DISTANCES FROM WELL TO: Wires properly protected (Y/N) Septic/holding tank on lot 0 ;On adjacent lots AT INSPECTION -J K Absorption field on lot 1-7 ; On adjacent lots Is c� rrl f°' r"rai M. J_ r g.p.m. ); < 0 U.) ril O ca'�.csl C() <_. co (D m m Septic/holding tank on lot 1(01 1 ;On adjacent lots Absorption field on lot 1-7 ; On adjacent lots Is Public sewer main L� e vt (?_ Public sewer manhole/cleanout K0 4e Sewer service line N1 o W -e— Petroleum tank 1 ^ ' `f o vt e__ WATER SAMPLE RESULTS: Coliform Nitrate < OA I ® Other bacteria Date of sample: (t I3 ©(� Collected by: B. SEPTIC/HOLDING TANK DATA Date installed 113 Tank size I &-e_� Compartments Cleanouts (Y/N) Foundation cleanout (Y/N) Depression (Y/N) High water alarm (Y/N)Alarm tested (Y/N) Date of pumping Pumper �ad 10 F oa SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK TO: Well(s) on lot j % On adjacent lots / Foundation ! D To property line Absorption field Water main/service line 7 P Surface water/drainage N 0 N P- 72-026 (3/93)* Front - 72-026(3/93)'Front CONTINUED ON BACK PAGE C. LIFT STATION Date installed Size in gallons_ Vent (Y/N) NONE High water alarm level "Pump on" level at Meets MOA electrical codes (Y/N) SEPARATION DISTANCE FROM LIFT STATION TO: Well on lot On adjacent lots D. ABSORPTION FIELD DATA Manufacturer Manhole/Access (Y/N) "Pump off" Level at Cycles tested Surface water Date installed 1 0�1 Y1B7 Soil rating (GPD/Ft2) 150 System type Lv Tu a,4 Length 3 'T3 Width Gravel thickness 3.5 Total depth / 0 . -!;— Total absorption area 30-o Cleanout present (Y/N) Depression over field (Y/N) 1\4 Date of adequacy test Y/ 2-9 /9 7_ Results (pass/fail) 7P for Bedrooms Water level in absorption field before test After test SU Peroxide treatment (past 12 months) (Y/N) l N If yes, give date SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot /-7/ On adjacent lots > / o -r Property line > / To building foundation lbs ii ITo existing or abandoned system on lot Gil 2 On adjacent lots > 5_0 Cutbank Ill a vt•-2- Water main/service line i D Surface water d `l 0 vr-P-- Driveway, parking/vehicle storage area Curtain drain Y 0tic E. ENGINEER'S CERTIFICATION ! certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect,& a e date of this inspection. Signature � F Engineer's Name e �t �k (> Date 1,-• e -L7°l� , < •.,, ;' 4 HAAFee$ j)00 `cfZD Date of Payment Receipt Number 72-026 (3/93)` Back Waiver Fee $ Date of Payment Receipt Number DEPT. OF ENVIRONMENTAL CONSERVATION ANCHORAGE DISTRICT OFFICE 800 E. DIMOND BLVD., SUITE 3-470 ANCHORAGE, ALASKA 99503 Mr. Tobben Spurkland, P.E. 203 West 15th. Avenue, Suite 203 Anchorage, Alaska 99501 WALTER J. HICKEL, GOVERNOR (907) 349-7755 November 26, 1992 Subject: Lot 8, Block 1, Seaview Heights Subdivision, Class C Public Water System, PWSID Number 217746, ADEC Project Number 9421 -DW -326-079, Review Dear Mr. Spurkland: This is in response to your November 22, 1993 submittal in which you addressed the items noted in my June 26, 1992 letter. I have completed my review of the submitted information and this office's file on this project. Based on this review, I have the following comments. The Department does not normally accept the use of well casing storage to meet storage requirements if a public water system needs additional storage. Although my calculations of the required volume of water storage do not agree with the submitted volume, they are sufficient to show that the well casing may provide the necessary volume of water. As a result, your request to use the volume of well casing as storage is accepted. Therefore, a final operation approval to operate the public water system serving the above - referenced facility is being granted. An Operation Certificate, constituting this approval is enclosed. The Public Water System Identification Number (PWSID #) assigned to this system is 217746. This number will need to be included on all testing results submitted to the Department. Due to the number of people being served by this public water system, water quality monitoring is not required at this time in accordance with the provisions of 18 AAC 80, Drinking Water Regulations. I do recommend that yearly monitoring for Nitrates (as Nitrogen) and every three months for total coliform bacteria. This approval does not imply the granting of any additional authorizations, nor obligate any state, federal, or local regulatory body to grant required authorizations. Tobben Spurkland, P.E. 2 November 26, 1993 Thank you for your cooperation and coordination with this Department. If you have any questions, please do not hesitate to contact me. Sincerely, Keven K Kleweno, P.E. District Engineer KKK/cf Enclosure: As Stated STATE OF ALASKA DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION AND OPERATION CERTIFICATE for PUBLIC WATER SYSTEMS A. APPROVAL TO CONSTRUCT Plans for the construction or modification of in BY public water system located Alaska, submitted in accordance with 18 AAC 80.100 ave been reviewed and are ❑ approved. ❑ conditionally approved (see attached conditions). TITLE DATE If construction has not started within two years of the approval date, this certificate is void and new plans and specifications must be submitted for review and approval before construction. B. APPROVED CHANGE ORDERS Change (contract order no. or descriptive reference) Approved by Date C. APPROVAL TO OPERATE The "APPROVAL TO OPERATE" section must be completed and signed by the Department before any water is made available to the public. The construction of / 0}M the_01___�j_,.�/ , CI Jam; lJ`eeJ `� public water system was completed on _(MDef, g"- /qG 3 (date). The system is hereby granted interim approval to operate for 90 days following the completion date. TITLE DATE As -built plans submitted during the Interim approval period, or an inspection by the Department, has confirmed the system was constructed according to the approved plans. The system is hereby granted final approval to operate P.P/Z BY TITLE DAT 18-0407 (Rev. 11/83) DISTRIBUTION; 1. WHITE - ENGINEER (Complete Section C) 2. YELLOW • WATER SYSTEM FILE (Complete Section C) 3. PINK - ENGINEER/MUNI-BOROUGH (Complete Section C) 4. GOLDENROD - MUNI -BOROUGH (Complete Section A) Z f C z L 460.68' C ` ' 0�02' R 547.64' C WL 357.6' z SCM 40 OD s�z • a .,_ '`r _ - ("� • . _ � f `ram d �. i / � �,iy,��''} . { r7 Ch 4► s . X 0 .✓ r -- __ 71 yr f i" 46 ; • 4 S 00.02'W(R) 562.619(M) 376.68#(C)---�� z M z 0 M `4 PLOT PLAN AS BUILT = SCALE 1 " -= 50' GRID SW 2323 Project No, 23-418ZA2 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & *inc, (907) 522-6476 Phone III kenalangsurvey.com .,�,►'� onathan�Ian surve .com .�.►► OF ALProfessional Land Surve ors g Y'AW. 1 tmvisOlan s rvs . g u y corn AW, . • • • I herebycertify that I have surveyed the following describedproperty: ' Y Y g TRACT 8, BLOCK 1, SEAVIEW HEIGHTS SUBDIVISION (PLAT No. P-162D) *.• 4()TH !. Anchorage Recording District, Alaska, and that the improvements situated thereon are /� • • • • • • • • - • • • • • • - • • • • within the roe lines and do not encroach onto the roe adjacent thereto that property �r property rtY J no improvements on the property lying adjacent thereto encroach on the surveyed premises and that there are no roadways, transmission lines or other visible '.• K cNNETH G. LAN .'� easements on said property except as indicated hereon.' -`NO 2 -�� Dated this the Day of , _ , at Anchorage, Alaska F49,0 AW It is the responsibility of the owner to determine the existence of an easements �� 1►�►• P tY Y Zt1►, covenants, or restrictions which do not appear on the recorded subdivision plat. State of Alaska AECC963 -�110 ZM nD Mz r- z x� z 9