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Home My WebLink AboutEAGLE RIVER HEIGHTS NORTH BLK 5 LT 10Onsite File Eagle River Heights North Block 5 Lot 10 #050-191-10 Municipality of Anchorage 7�-x On-Site Water and Wastewater Section • (907) 343-7904 Paye ON-SITE WASTEWATER INSPECTION REPORT JUN 0(6,? Permit Number: OSP221017 PID Number: 050-191-10 ?z Dwelling: 0 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New 0 Upgrade Name MICHAEL & DEBORAH MCNATT C/O ARM SEPTIC SERVICES A ORPTION FIELD Site Address ❑ De Trench ❑Wide Trench ❑Bed ound 10847 ANVIK CIRCLE, EAGLE RIVER, AK 99577 Other Phone Number of Bedrooms Soil Rating Total depth original grade C/O ARM - 907-317-9433 4 /SF Ft. LEGAL DESCRIPTION Depth to pipe invert from ori g• vel depth beneath pipe Subdivision Block Lot EXISTING EAGLE RIVER HEIGHTS NORTH 5 10 Ft. Fill added above original g e Gr el length Township Range Section Ft. Ft. Gravel width Beds: Number of Lines Dis a between lines SEPARATION DISTANCES Ft. - Ft. To Septic Absorption Holding Sewer Total bsIbrption area Number of trenches Dist. between ches Lift Station Tank Field From Tank Line Ftz t. WellN/A N/A - _ N/A TANK 9 Septic ElS.T.E.P. 011Holding ❑ Other Manufacturer Capacity Surface Water *90'+ EXIST. - _ GREER TANK 1250 Gal. Material Number of compartments Lot Line 5+ EXIST. - - NA PLASTIC Foundation 10'+ EXIST. - _ L TION Manufacturer Capacity Remarks *WAIVER GRANTED - SEE WAIVER # OSV21006 Gal. Alarm location Electn ' tailed by PIPE MATERIAL House to tank Tank to Installer D3034 drainfield D3034 ARM SEPTIC SERVICES, LLC Drainfield EXISTING CO/MTD3034 Inspector GEG CONSULTANT, JODY MAUS BENCH MARK (Assumed elevation) 100.00 ft Inspection 1st 5/12/20222�a - Location and description dates: 3b _ 4th _ BOTTOM OF SIDING NEAR FCO. ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Qo�oOpO� OF Conditional Approval: Date 4-7 9 �1 ....... .................... 0 Septic System ,v,J f A. Gar ess.- DO --Approved- -- - CCS - L� Date oto 10�09f �-79�2' p4 oPI q.` Note: this approval does not include well permit requirements. #AECC884 oO�ro fesslo bo (Rev 05/02/18) !v � `41 MEADOW BROOK; BLOCK 5, LOT 9 FCO 20.7 1 4.5 35.1 MH 33.9 1 24.3 LPE,RIMIT NUMBER: P221017 RECORD DRAWING PARCEL ID NUMBER: 38.2 5BL1 38.8 050-191-10 MEADOW BROOK; BLOCK 5, LOT 9 FCO 20.7 1 4.5 35.1 MH 33.9 1 24.3 41.2 STI 37.3 25.0 38.2 5BL1 38.8 25.5 37.0 DBL2 39.6 25.8 36.4 FS1 40.8 26.4 35.6 FS2 42.3 27.5 35.3 NOTE: PIPE LOCATIONS ARE SHOWN PER GEG SHOTS TAKEN WITH LEICA DISTO S910 LASER DISTANCE METER. SWING -TIES TO HOUSE CORNERS WERE GENERATED IN AUTOCAD. MFgpO�N cRFF/r I �f4tq/\N9\ C, �FFq\FNT 7 INSTALLED NEW FCO ---- �, EXISTING 4 BEDROOM HOUSE EXISTING FIELD NEW GREER ---'-- — ° r 1250 -GALLON CO�� d Mi� — --- co SEPTIC TANK SHE r� SCO •' MT ---� —\ 10' UTILITY EASEMENT TANK ` OUTLET e INSTALLED DBL •' DETAIL CO'S (DBL1 & DBL2) INSTALLED FLOW SPLITTERS (FS1 & FS2) a SEE TANK OUTLET DETAIL DRAWING 0 I ANVIK CIRCLE FS2 11 EAGLE RIVER HEIGHTS NORTH; BLOCK 5, LOT 11 NOTE: THE 90 -FOOT SETBACK TO MEADOW CREEK (WAIVER GRANTED) AND THE 10 -FOOT UTILITY EASEMENT WAS FLAGGED BY A REGISTERED LAND SURVEYOR. THE NEW SEPTIC TANK WAS PHYSICALLY VERIFIED TO BE OUTSIDE THE SETBACK/EASEMENT. NOTE: OLD SEPTIC TANK WAS FILLED WITH CONCRETE AND DECOMMISSIONED PER UPC PER THE CONTRACTOR WATER LINE LOCATION PER INSPECTION REPORT BY LOUIS A. BUTERA, PE IN MOA RECORDS KEYBOX LOCATION (FOR NEIGHBOR'S WATER SERVICE?) PER AS -BUILT SURVEY •' *•�I AV 4 - i.....::................... ..:..... 0 ENGINEERING SALES 'CONSULTING � <l so �/ 0 3701E TUDOR ROAD, SUITE 101 ` ANCHORAGE, ALASKA ` PHONE (907) 337-6179 ` WEBSITE: w .garnessenginee6ngmm ; ... `x'"' .............. .... ..; PREPARED FOR: PHONE NUMBER: PAGE NUMBER: C`1 :• J y F#, Garn S 4! t C/O ARM SEPTIC SERVICES, LLC 907-317-9433 2 OF 3 �jC'� C 79w PROJECT/LEGAL DESCRIPTION: DRAWN BY: � `� �j 1 EAGLE RIVER HEIGHTS NORTH; BLOCK 5, LOT 10 J.L.M. �1Fjj'''••y..••••'' TYPE OF WORK:DATE: LI ��+4 ftEV:' �• RECORD DRAWING OF SEPTIC TANK UPGRADE 5!23/2022 #AECC684 fAVjj%�* FINAL GRADE - _ _ — I +? +, GARNESS ENGINEERING GROUP, Ltd ....::. . ENGINEERING SALES =CONSULTING 3701 E. TUDOR ROAD, SUITE 101 ' ANCHORAGE, ALASKA' PHONE (907) 337-6179' WEBSITE w .garnessengineedng.com •••• •. ................ .............. 0 PREPARED FOR: PHONE NUMBER: PAGE NUMBER:�♦ • J re A eSS lv: C/O ARM SEPTIC SERVICES, LLC 907-317-9433 3 OF 3 ♦ �, • _C 753 PROJECT/LEGAL DESCRIPTION: DRAWN BY: ♦♦.��`�'•.�a ••4V EAGLE RIVER HEIGHTS NORTH; BLOCK 5, LOT 10 J.L.M. ♦♦FO p•........... ryryry,v.•��,�P� TYPE OF WORK: DATE: LICENSE t fil is E ",'�•♦ RECORD DRAWING OF SEPTIC TANK UPGRADE 5/23/2022 #AECC884is PERMIT NUMBER: OSP221017 RECORD DRAWING I N O PARCEL NUMBER: 050-1911 -10 FINAL GRADE - _ _ — I +? +, GARNESS ENGINEERING GROUP, Ltd ....::. . ENGINEERING SALES =CONSULTING 3701 E. TUDOR ROAD, SUITE 101 ' ANCHORAGE, ALASKA' PHONE (907) 337-6179' WEBSITE w .garnessengineedng.com •••• •. ................ .............. 0 PREPARED FOR: PHONE NUMBER: PAGE NUMBER:�♦ • J re A eSS lv: C/O ARM SEPTIC SERVICES, LLC 907-317-9433 3 OF 3 ♦ �, • _C 753 PROJECT/LEGAL DESCRIPTION: DRAWN BY: ♦♦.��`�'•.�a ••4V EAGLE RIVER HEIGHTS NORTH; BLOCK 5, LOT 10 J.L.M. ♦♦FO p•........... ryryry,v.•��,�P� TYPE OF WORK: DATE: LICENSE t fil is E ",'�•♦ RECORD DRAWING OF SEPTIC TANK UPGRADE 5/23/2022 #AECC884is w o3 • sA aru n sj a!;u ou;• nnnnnn • wo3'sAan.lnsja!luoj4ln]o}u! - 9991-09t,'106'•. aA MS STS66 LMsefV 'aSe.lo4auV 3 al!nS -aAV 4385 -M OS9 2i�IJ,NO 311 's1La►un5 jailuoi j 'ZZOZ'43bZ Aeyy uo uols3nuadns 43DJIP AW japun .10•aw Aq paufjopad sena AaAjnS uo!;aadsul aSeSwvy s!4; ;e4; A4I11aa Aga.ja4 '-1088;s alJa!d 'I I uOIS]Atp9nS 4;J0N slORH JBAi�j alge3 S 13018 10T 101 I : ja �Sa"ny jl!ng-sb 'oup aqua; jo luspunoq a Du!4s!!gelse.jo;.jo uodlatulsuoa jo; pesn aq luewm*p s!41 p!no4s seaus;swn:ura ou uepun •leld paooa► 941 uo leedde ou op ua!4M uopaulsei io'slueuanov 'Sluewesea Aue;o aauals!xe 944 eu!uLalop of aaumo 941 jo 4llq!suodsaJ 041 sl II-IganeJ Aaw Renins Aiepunoq luanbesgns a 1e41 se!oeinaaeu! Rus of laefgns s! pue Renins Ajepunoq a elnlgsuoo lou saop luawnoop s141 •Renins a4l;o awp e4l le suo.q!puoo pue sluswanwdwi a!q!s!A sluesaidai Aanjns 0141 •sptepue;S uNt-00-1 IRMIJON SIdSV a41 i4ym se!!dwoa Aantns s!41 IV3S 1VN01SS330ad ■tittttttl!!!ll Ztoilio/90 rs � Baia s •w '- d li. f � err 6•- �; '..'•y- I 30 ►►1//ltttt�� j as � U I a l oas uL'o snu!wlsnId em souy Apedwd o; suo!suaw!p Ily 'tr •luudlo,r} 6ulp!!nq luejeddeAens!n e4l of eis sj3eg esMuawainseaw 11V -E Renins s!43 6uuedeid;o ism a41 paeaxe lou pays Aanins s!4l jo; Alglgeg ayl 'eoue6l!6au ssouB Jo; Bu!;daax3 .Z 5Z 5•Z k o •sA-1146.4d.3 !ejepe3 al loafgns s! pus u043esuail4adoud Ou!s a;o osodind a4; uo; polean s! luewnaop s!41 •l :se1oN IPJauao rrn �+ — �•+o — r rwo — rrn — r�,o — awi!in PeaH aanorlr a3uadr +r V17 V 1N3W3SV3 A11111 n .01 ------------- tt107 Z'4 ET sanoa duel a!;das a!;daS S: ,310d ouo da a 4 I 1 cM anlM .a;eM ® le;sapad 'lel 7� m3ao pooh ® ja;ay1! seg '� ' aa;alry a?JPal3 i - - - :p a7 IN3N3A Vd 30 3903 � � w 1 99T6 MAI ,85 e69N } 03HS -- "--6WV8 ---- Ze —-------- — m i8'ZZo 6,zl— �1177 ho .99M0J.S a5eleq Je0 Z payagAv y71µ 4!.> (132131100 asnoH awauj 0o0µ tia75 Z ' 0140W0 V1nuy LL80[ 9'9 f0'1S o 'pgnS lunN - s7y6raH aanl& 915 O�dk i94 e3 � 610-1 WO )Q7 6C 0 PC03d3A o0 d000 N3N011-10 4& w /I N3)101)40 4& rn c davi – gi i 0'01_ / zn � I �\ I �O'9 ;ESTO :p!jg l oZZ-TL :Ield zzoz/zoJso :area 5107 Z X0079 .5z = J ale3s N01SIAIC79ns )40088 M0ab3w MIAMS 3izdas vydv :Aq pajapio gf-Z-ZZ :oN Va[ajd III `sAanjn5 jailuoiA 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: OSP221017 Work Type: SepticTank Upgrade Effective Date Expiration Date Tax Code Number: 05019110000 Site Legal Address: EAGLE RIVER HEIGHTS NORTH BLK 5 LT 10 G:0153 Site Mailing Address: 10847 ANVIK CIR, Eagle River Owner: MCNATT MICHAEL W & DEBORAH L Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: ❑ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy 111 CI]( ~ r W, as Department 1/28/2022 1128/2023 Lot Size in Sq Ft: 12861 Total Bedrooms: 4 ❑ Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: Issued By: Date: Date: I Municipality of Anchorage Urpartinent P.O. Box 196650 • 4700 Elmore Road Anchorage, Alaska 99519-6650 a (907) 343-7904 a Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Division On -Site Water and Wastewater Program * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: OSV221006 COSA#: Permit#:OSP221017 PID#: 050-191-10 Legal Description: EAGLE RIVER HEIGHTS NORTH BILK 5 LT 10 Engineer: Garness Engineering Group Your request for a waiver of the required 100 feet horizontal separation from the septic tank to the surface water has been approved. The approved separation distance is 90.0 feet. This waiver approval applies to the proposed septic tank 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: Date: 11-,76 Z Approved by: Uv Name of Reviewe ............................. ■ ............................. ■ ■ ............... ■ 1 **** VARIAN C E/WAIVER REVIEW **** OF ANCHORAGE JON UN 112C1 PALI Development Services Department = Phone. 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPT.ICMJELL PERMIT APPLICATION Parcel I.D. 050-191-10 Property owner(s) C/O ARM SEPTIC SERVICES, LLC Mailing address 10847 ANVIK CIRCLE *EAGLE RIVER, AK Site address Day phone 907-317-9433 Legal description (Sub'd., Block & Lot) EAGLE RIVER HEIGHTS NORTH; BLOCK 5, LOT 10 Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) El (w/wo AD U) Septic Tank 0 Upgrade RX Duplex (D) ❑ Holding Tank ❑ Renewal ❑ 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. es (Signature of property owner ora orized agent Permit/Rush Fees: $2Z5 Date of Payment: (Z gAz Receipt Number: U5h2 �G Permit No. OS P2 Z I o l 7 Waiver Fees: Date of Payment: Receipt Number: Waiver No. 0502-2.1006 GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221017, Deb Wockenfuss, 01/28/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221017, Deb Wockenfuss, 01/28/22 5.9 LOT 9 10' UTILITY EASEMENT30' STREAM MAINT. EASEMENTEDGE OF PAVEMENT SHED Lot 10, Block 5 Eagle River Heights - North Subd. 12,861 Sq. Ft. +/- 10847 Anvik Circle 2 Story Wood Frame House with Attached 2 Car Garage N89° 59' 10"W 93.86'N0° 01' 50"E 143.36'N0° 42' 30"W 182.08'S6 4 ° 0 5 ' 1 0 " E 6 0 . 0 0 'N30° 03' 50"E 75.00'LOT 11 ℄ ANVIK CIRCLE T 31.1 6.024.234.222.84.124.356.1 8.216.010.0 10.25.9 6.9CHICKEN COOP PLASTIC TARP SHED WOOD RAMP PAVED DRIVEWAY6.35.7 7.53.3 30 . 2 7.9 6.6 41.01.2 25' R.O.W.41.1M E A D O W C R E E K 9.38.022.0 19.3 3.9 5.7COVERED STORAGE SHED COVERED STORAGE LOT 5 MEADOW BROOK SUBDIVISION BLOCK 1 SS S S S S SS 8.17.3PROFESSIONAL SEAL Date:Frontier Surveys, LLC Project No: 650 W. 58th Ave. Suite E Anchorage, Alaska 99518 As-Built Survey of: www.frontiersurveys.com Frontier Surveys, LLC I, Pierre Stragier, hereby certify that this Mortgage Inspection Survey was performed by me, or under my direct supervision on Plat:Grid:Ordered By: 907.460.1686 - info@frontiersurveys.com This survey complies with the ASPLS Mortgage Location Standards. The survey represents visible improvements and conditions at the time of the survey. This document does not constitute a boundary survey and is subject to any inaccuracies that a subsequent boundary survey may reveal. It is the responsibility of the Owner to determine the existence of any easements, covenants, or restriction which do no appear on the record plat. Under no circumstances should this document be used for construction or for establishing a boundary or fence line. January 13th, 2022. Legend: Scale 1" = 25' Electric Meter Lot 10, Block 5 Eagle River Heights North Subdivision General Notes: 1. This document is created for the purpose of a single property transaction and is subject to Federal Copyright Laws. 2. Excepting for gross negligence, the liability for this survey shall not exceed the cost of preparing this survey. 3. All measurements/setbacks are to the visual/apparent building footprint. 4. All dimensions to property lines are plus/minus 0.1ft. ARM Septic Services 22-003 01/14/2022 71-220 0153 Tel. Pedestal STA T E O F ALA S K A49 TH ROYEVRUSDNALLANOISSEFORP DERE T S IGER Pierre M. Stragier NO. LS-9812 01/17/2022 Water ValveT Wood Deck FenceGGas MeterE Over Head UtilitiesTelephone Pole S Septic MUNICIPALITY OF ANCHORAGE • ,- 'A'ATER CONNECTION — Location Record ACCT. NO. $ f06 v ?5 NAME ' ADDRESS LOT BLOCK �_ ADDITION !V t� SIZE CONN, DATE MADE NEW CONN. REPLACEMENT CONN. LOCATION: ALLEY ❑ STREET ❑ TYPE OF MAIN i ) SHOW SKETCH ON REVERSE SIDE CORP STOP THAW PLATE PERMIT NO. CURB STOP C TO C KEARNY WIRE CONNECTOR W. CURB STOP C TO I OTHER: CONN. CORP CONNECTOR INSP. COUPLING C TO I PERMIT X BRASS BUSHING TOTAL X GALVANIZED BUSHING COMMENTS: BROKEN MAIN, EXT. CONNECTION, EXTRA PIPE 2 PART UNION CASING, DELAYS, ETC. FT. CO 3 PART UNION PI LA SERVICE CLAMP X ❑ PAID PREV. COPPER PIPE ❑ W.M. # 1 1/4" KEY BOX ❑ PAID CASH 2" KEY BOX ❑ SUB AGREEMENT THAW WIRE DISCONNECTS ALT. # LOCATION EXCAVATOR ❑ IMP. DIST. APPOINTMENT TIME: # TIME READY: ❑ EXT. AGREEMENT CONNECTION MADE BY INSPECTED BY # 31.058 (12/77) "' MIN ['-' Municipality of Anchorage Page DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343~4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: .~'/,V' c~ OD c)~, PID Number: ~:::;~O - /~/-/O N~m.: Wastewater System: ~ New ~ Upgrade Address: X~ ABSORPTION FIELD ~. ~/~ ~ ~ ~ Deep Trench ~ShallowTrench ~Bed ~Mound ~Other T~tal Depth from orig~pal grade: LEGAL DESCRIPTION so,..,.g: /, ~ o,o,sq.,,. ~/)Z.~ (~~ Lot: Block: Subdivision: 0egth to pi~e bottom tmm9dginal [fade: Gravel depth beneath~ipe R~nge: ~ Fill added above original grade: ~rav~l length: ~rav[l ~ W/~) ~umbe, of lines: WELL: g New a Up~ '~/) e' ~ ' ,,. ~ Classification (Private. A.B.C): ~h: Cased To: Tolal absorption area: Pipe material: Date installed: SEPARATION DISTANCES ~sem~c a Holding a S.T.E.P. Material: Number of Comp~ents: ~ su~ , LIFT STATION Cu~ainDrain ~/~ ~ ~ Pum~Electrical Inspections pedormed by: Remarks: BENCH MARK Location and DescriDtion: Assumed Elevation: Inspections performed by: ~ Dates: 1st ~/P¢/F~ ~~;' Department of H and Hur~ Se~ices approval/ ~ ~"""~ ,-., ,, ~-,.~. .... "'-~'~ Reviewed 8nd approved by: 72-013 (1/gll MOA25 Permit No. ~' ~-~3 Page ~ of ~ Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report ELEVATIBNS ~-~ cU.CR~TC . w[s~ SN. or ~.~R^O~ (NOT TO SCALE) ~ ASSUMED ELEV = 100.00' ~,, 84.9 SWING TIES i A - 1] = 17.1 B - 1] = 13,6 A - E = 24,4. C - E = 13,4 A - F = 30.9 B - F = 33,0 MONITOR TUBE SEWER CLEANOUT .... WATER UNE; LEACHFIELD -- -- - EASEMENT SCALE !" - "n' ~Nm.~h'~ S£^L 72-013 A (Rev. g/gl)MOA 25 EAGLE RIVER ENGINEERING SERVICES P,O. Box 773294 EAGLE RIVER, AK 99577 (907) 694-5195 SHEET NO. OF SCALE Single Family Four Bedroom Dwelling - REVISED 09/12/94 IN FIF~LD Original.trench requirement = 5' wide x 3.0' gravel x 58! length = 1500 square.feet Modified as follows: Trench reduction factor for 3.0" gravel = 0.58 Trench reduction factor for 2.5' gravel = 0.64 Interpolate for 2.6' gravel = 0.63 Trench//2 has 3.0' gravel x 17' length Effective absorption area Trench/fl has 2.6' grave Effective absorption area Total absorption area = Equivalent area provided = (17' x 5' wide) + 0.58 = 146.5 square feet x 45' length = (45' x 5' wide) + 0.63 = 357 square feet 146.5 + 357 = '503.5 square feet' Soils encountered appeared to meet or exceed receptive quality of the test hole soils 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:SW940293 DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES OWNER NAME:SCHULER GLENN H & WANDA M OWNER ADDRESS:10847 ANVIK CIR EAGLE RIVER, AK 99577 DATE ISSUED: 8/16/94 EXPIRATION DATE: 8/16/95 PARCEL ID:05019110 LEGAL DESCRIPTION: EAGLE RIVER HEIGHTS NORTH BLK 5 LT 10 LOT SIZE: 12861 (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: 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: THE DRAINFIELD MUST BE INSTALLED IN ACCORDANCE WITH THE RECEIVED BY: p DATE: ~'-'-/~'- ~ ~ DATE: Rick Mystrom, Mayor Mtmicipality of Anchorage Department of Health and Human Services 825 %" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 August 16, 1994 Subject: Waiver Request for: Lot 10; Block 5; Eagle River North Sub. Waiver Request #WR940044 Dear Mr. Butera Your request for a waiver(s) of the required 100 foot horizontal separation of a septic system to the surface water has been approved. The approved separation distance(s) are: Septic Tank to surface water -- 70 feet Leach field to surface water -- 80 feet. This waiver approval applies to the existing septic system to surface water separation only. Any future upgrade to the septic system will require all separation distances be met or another approval from this department. Should the operation of the subject wastewater disposal system cause any contamination or degradation of the subject surface water, this waiver will become void. Civil Engineer On-site Services On-site Services ljm:#5 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-site Services Section Waiver Review Worksheet WR#|~%~fy]~ PID# 050-191-10 HA# Date Received: July 27, 1994 Permit Legal Description: Lot 10 Block 5 Eagle River Heights North Subdivision Engineer: Leu Butera, P.E., Eagle River Engineering Services PO Box 773294, Eagle River, Alaska 99577 Applicant: Glenn/Wanda Schuler Waiver Requested: Septic tank to surface water of 70 feet from Meadow Creek; leachfield from surface water of 80 feet; and 8 foot new trench to old pit to be abandoned and 5' to driveway surface. Criteria: 1. Geology: Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation TOTAL: 2. Special Conditions: 3. Other: Waiver is Granted: ~ Waiver is NOT Granted: List Conditions or Reasons for above: ~ Date: 2~a~ae of R~viewer Rec #: 00146/5841 Amount: $ 920.00 Date Paid: 7-27-94 SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM ' ~-~7 - North Lot 10, Block 5 - REVISED 08/15/94 LEGAL: Eagle River Heights A GENERAL nl · 1. The well and septic plan are for a single family residence o y. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Health requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi-family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. TANK 1. 2. Existing tank shall be pumped, removed and disposed of properly. New 1,250 gallon approved steel tank shall be installed, on compacted level base, exactly where shown on the attached plan with provisions for cleanout access through decking. TRENCH 1. The trench is to follow the natural land contour to maintain uniform total depth of the trench bottom, while maintaining critical setbacks shown on the site plan. 2. The bottom of the trench shall be level, plus or minus 1.5". 3. The total depth of the trench excavation is not to exceed 8' at any point. 4. The trench gravel is to be covered with typar fabric material. 5. Soil or combination of soil and extruded board insulation to a depth of 3' or equivalent is to be placed over the leachfield. Leachfield trench to be insulated with additional 2" 35 psi burial foam within 10' of driveway. 6. The area over the trench is to be finish graded to prevent ponding of surface water runoff. 7. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH = 8' TRENCH LENGTH = 58' SOIL RATING = 1.2 GPD/ft2 SEPTIC TANK = 1,250 gallons GRAVEL DEPTH = 3' TRENCH WIDTH = 5' BEDROOM CAPACITY = 4 Twenty-four (24) hours notice required for all inspections. C:\WPWIN60\WPDOCS\ 1994\94-050B.S PC EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 EAGLE RIVER, AK 99577 (907) 694-5195 SHEET NO. CALCULATED BY CHECKED BY SCALE '~' OF. / DATE Single Flamily Four Bedroom Dwelling 4 BR x 150 gpd = 600 gpd Soil application rate for trench =' 1.2 gpd/ft· Required area = 600 gpd + 1.2 = 500 ft2 Width = 5' Length = 500ft2+ 5' = 100' Reduction factor for 3' grax~el = 0.58 (0.58) (100) = 58' length Trench Dimensions: Length = 58' Width = 5' Gravel depth = 3' Tank size = (4 BR - 3) (250) = 1,000 = 1,250 gallon tank C:\WIAVIN60\WPDOCS\ 1994\94-050B.CAL 1 <:>CO HOUSE z 0 NEW i850 SAL SEPTIC TANK. .REMOVE EX STIN(i TANK TANK TD: LA] I LEVEL~ ~~ __ NEIGHBORS !~--~---- NEIGHBORS SEPTIC EXISTING ~ Z' ~ ~ SEPTIC + 30' 93.86 PTARMIGAN STREET ~ - TEST HOLE NO WELLS PUBLIC WATER SUPPLY · - MONITOR TUBE TRENCH LOCATED WITHIN 10' OF DRIVEWAY o - SEWER CLEANOUT SHALL BE INSULTED W/ 2" 55PSi BURIAL FOAM WATER LINE PROPOSED LEACHFIELD NO KNOWN CURTAIN DRAINS EASEMENT S E PT~ C S IT E P LA N LEGAL: EAGLE RIVER HEIGHTS NORTH, LOT 10 BLK 5 uo~ 94-osol DATE: 07/~9/941 SCALE 1" = 30' P.O. Box 773294 EAGLE RIVER, AK. 99577 (907) 694-5~95 FAX: (907) 694-3297 SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: Eagle River Heights North Lot 10, Block 5 Ao GENERAL 1. The well and septic plan are for a single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Health requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi-family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. TANK 1. 2. Existing tank shall be pumped, removed and disposed of properly. New 1,250 gallon approved steel t,'mk shall be installed, on compacted level base, exactly where shown on the attached plan with provisions for cleanout access through decking. Co TRENCH 1. The trench is to follow the natural land contour to maintain uniform total depth of the trench bottom, while maintaining critical setbacks shown on the site plan. 2. The bottom of the trench shall be level, plus or minus 1.5". 3. The total depth of the trench excavation is not to exceed 9' at any point. 4. The trench gravel is to be covered with typar fabric material. 5. Soil or combination of soil and extruded board insulation to a depth of 3' or equivalent is to be placed over the leachfield. Leachfield trench to be insulated with additional 2" 35 psi burial foam within 10' of driveway. 6. The area over the trench is to be finish graded to prevent ponding of surface water runoff. 7. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH = 9' TRENCH LENGTH = 63' SOIL RATING = 1.2 GPD/ft2 SEPTIC TANK = 1,250 gallons GRAVEL DEPTH = 4' TRENCH WIDTH = 3' BEDROOM CAPACITY = 4 Twenty-four (24) hours notice required for all inspections. C:\WPWIN60\WPDOCS\ 1994\94-050A.SPC Eagle River Heights North Lot 10 Blk 5 JOB EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 EAGLE RIVER, AK 99577 (907) 694-5195 SHEET NO CALCULATED BY CHECKED BY OF DATE 07/26/94 OATE 07/27/94 SCALE Single Family Four Bedroom Dwelling 4BR x 150gpd = 600gpd Soil application rate for trench = 1.2 gpd/ft2 Required area -- 600 gpd + 1.2 = 500 ft2 Use a trench, D = 4' Length = 500 + (2 x D) = 500 + 8 = 62.5 Trench Dimensions: Length = 63' Width = 3' Gravel depth = 4' Tank size = (4 BR - 3) (250) = 1,000 = 1,250 gallon tank C:\WPWIN60\WPDO CS\ 1994\94-050A .CAL PERFORMED FOR: Municipality ot Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST DATE PERFORME~):~ 7--J~~'%~''~' LEGAL DESCRIPTION: ~"*,~ ~,¢,' //'~, Z-/~' ~J- Township, Range, Section: 3 4 5 7 8 9 10 11 12 13 14 15 16 17 18 19 2O COMMENTS SLOPE WAS GROUND WATER ENCOUNTERED? . s L IF YES, AT WHAT O DEPTH? p E Depth to Water After Moniloring? 1~'~' ~ Date: 7-~"'<~ SITE PLAN Reading Date Gross Net Depth to Net ~-~ ~ ~r Time Time Water Drop 3 ,' /~.' / ~ ,, ~y ~ ~ ,~ PERCOLATION RATE -~'~) {mmules/inchJ PERC HOLE DIAMETER ~' // TEST RUN BETWEEN ~ FT AND ~' FT ACCORDANCE WITH ALL STALE AND MUNICIPAL GUIDELINES I~ EFFECT ON THIS DAlE DATE: 72 008 (Rev 4/85) Louis Butera, P.E. Registered Civil Engineer July 27, 1994 Jim Cross, P.E. Municipality of Anchorage On-Site Services Division P.O. Box 196650 Anchorage, AK 99519-6650 Re: Eagle River Heights North Lot 10, Block 5 10847 Anvil Circle Narrative and Waiver Application Dear Mr. Cross: On behalf of our client we are applying for a wastewater system upgrade permit for the property referenced above. Due to the small, platted lot size, easements, setbacks, and proximity to the creek, the lot has less than 100 square feet of usable area if a waiver is not granted. We request a waiver of the 100' distance from septic tank and field to surface water, as well as 8' new trench to old pit to be abandoned, and 5' to driveway surface. The existing tank is a measured 69' from the nearest edge of Meadow Creek. The new tank position will be approximately 70' from the creek. The existing tank is over 20 years old, and of doubtful integrity. The existing pit is constructed partially within a utility easement. The new leachfield will be approximately 80' from the stream. The existing situation will be much improved due to the new style, sealed septic tank and confirmed 4' separation from groundwater table. The proposed septic upgrade and waiver will have very limited impact on adjacent properties and the surface water for the following reasons: The surrounding lots have sufficient room for their own septic sites as we have not requested a lot line waiver. Immediate neighboring septic systems are all +30' distant. Drainage will not be affected and is not a major consideration in our design. The site topography indicates that surface and groundwater flow would be to the south, away from the creek, supporting our waiver. Grade slopes 10-12% to the south in this area, away from the creek. In the remote chance that effluent would surface, it would run toward the street and away from the surface water. Near surface soils consists of organics, silts and clay with gravel and sand. A single layer of silt/sand type soils was encountered from the 1.5-5.0' level. Percolation rates of the receiving soils at the 5-10' levels indicated 2 minutes per inch. Soils near the bottom of the test hole excavations were dense, below 10' depths. The water table was encountered at 13.5' deep, which may have been influenced by the existing leachpit. \C:\WPWIN60\WPDOCS\ 1994\94-050A.NAR P.O. Box 773294 · Eagle River, Alaska 99577 · Telephone (907} 694-5195 · Fax (907) 694-3297 5. The names and addresses of the adjoining land owners are as follows: Lot 9, Block 5 Eagle River Heights North Gregory Jurkowski & Lisa Wright 10846 Anvik Circle, Eagle River, AK 99577 Lot 11, Block 5 Eagle River Height North Wayne & Barbara Elmquist 10845 Anvik Circle, Eagle River, AK 99577 Statement of positive and negative impacts: · The waiver enables locating an adequately sized septic system on a small lot that is located almost entirely within the 100' creek setback. An existing easement encroachment will also be rectified. The existing tank is likely leaking and would be replaced. · The distance waiver to Meadow Creek would not place the creek in any danger of septic effluent as the system is located down gradient, and the home is located between field and surface water. · The locat~ within 5' of the driveway will be offset by 5' burial depth and 2" insulation. · The existing leachpit will be excavated into, and abandoned. If you have any questions, please call our office at 694-5195. Sincerely, Louis Butera, P.E. \C:\WPWIN60\WPDOCS\ 1994\94-050A.NAR ,~ 2 GR 'TER ANCHORAGE AREA BOROU~--H HEALTH DEPARTMENT 327 EAGLE ST. ANCHORAGE, ALASKA 99501 279-2511 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME ~"~',,./'~"/'V' ._~.'..'~/-~-- ~ LOCATION ~-~'~',,p,,V'~¢~'~_ .~'---; SEPTIC TANK: LIQUID CAPACITY j~.-~'~ GALLONS. MAILING ADDRESS PHONE LEGAL DESCRIPTION NUMBER OF MATERIAL --~ ~'-~-~'~- . COMP&RTMENTS INSIDE LENGTH ~/-'~/ INSIDE WIDTH ,'~'"-~ - DEPTH SEEPAGE SYSTEM: NUMBER OF PITS LINING MATERIAL NEAREST LOT LINE SEEPAGE PIT: OUTSIDE DIAMETER OR WIDTH /'~ /, LENGTH /3 / , DEPTH DISTANCE FROM WELL ~.~c~;~, ~..~ ~) . BUILDING FOUNDATION-~/ TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA} ~ ~')~ SQ. FT. TILE DRAIN FIELD: DISTANCE FROM WELL / ,~'~F~UNDATION , NEAREST LOT LINE NUMBER O[ kl~~~ DISTANCEtETWEEN LINES TRENCH WIDIH ABSO,~N AREA SQ. f~ LEN~ DEPTH: TOP OF TILE TO FINISH GRADE TOTAL LENGTH . OF LINES IN. TOTAL EFFECTIVE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE WELL: TYpEC/~'7./? /~/~ DEPTH. ~ DISTANCE FROM · , , BUILDING FOUNDATION. ~-~' NEAREST SEPTIC / SEEPAGE LOT LINE , SEWER LINE ~ , TANK , SYSTEM ~ WATER SAMPLE /~/(r, NEAREST OTHER CESSPOOL "'"'"'"'- , SOURCES DISTANCES: DIAGRAM OF SYSTEM DATE~~/ ~/~J' -- - '~--../~-~ APPROVED GAAB-HD-2 GREATE£ ANCHORAGE AREA; )ROUGH HEALTH DEPARTMENT 327 Eagle St. Anchorage, Alaska 99501 279-2511 Case No. SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT '7 NAME OF APPLICANT ',. e ~. ~c (~/¢,2 LEGAL DESCRIPTION MAILING ADDRESS. LOCATION OF INSTALLATION ~)~,~/~ PHONE NO. APPLICATION TO INSTALL: SEPTIC TANK J , SEEPAGE PIT. ~ ,DRAIN FIELD ,OTHER TO SERVE THE FOLLOWING FACILITY ~ /~¢ A.o~.~ ,-, ,,/._. ~ FINANCED THROUGH TO BE INSTALLED BY ~ e-~¢ PERCOLATION TEST RESULTS /oo 57f~ ~'~-' ANTICIPATED DATE OF COMPLETION BELOW41~BE~FFILLED OUT BY HEALTH DEPARTMENT AS DESCRIBED BELOW. SIZE OF UNIT T~ ~ S~ED ~n..t.., SEPTIC TANKSlZE~q~/ TYPE.S7c,/ SEEPAGE AREA _ _. TYPE / ~-~ ~'/ DIAGRAM OF SYSTEM DISTANCES: Health Authority J--f k,~c r I certify that I am familiar with the requirements of Greater Ancn'orage Area Borough O dinanc¢ No. 28-68 and that the above described system is in accordance with said code. DATE Parcel I.D, # 1. 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 050-191-10 GENERAL INFORMATION Complete legal description Eaqle River Hei.qhts North Lot 10, Blk 5 Location (site address or directions) 10847 Anvik Circle, Eagle River Property owner Glenn & Wa~da Schuler Day phone 694-5195 msq Mailing address 10847 A~vik CL~cle, Eagle Rive~:, AK '99577 Lending agency Jeanie/Nor~.~.~nd Mo~l:gage Day phone Mailing address_ 11401 Old Glenn Hwy, Eaqle River, AK 99577 Agent N./~ Day phone Address 696-0701 Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: Individual well Community well Public water x NOTE: If community well system, provide written confirmation from State ADEC attest- lng to the legality and status of system. x 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) From MOA i~21 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 of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my inves_t~ation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm Ex~gle River ~g~eering Services Phone 694-5195 Address P.O. Box 773294, Eagle River, AK 99577 ~ Engineer's signature Date D .H~SIGNATURE ·P' Approved for 'l- Disapproved. Conditional approval for bed rooms. b~rooms, with the following stipulations: ' Additional Comments By: The' Municipality of Anchorage Department of Health and Human Services (DHHS) i~'ues Heal:th Authority Approval Certificates based only upon the representations g~ven in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtasy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Mun c pali~,,,o~! Anchorage is not responsible for errors or omissions in the professional engineer's work ~., 72-{~5(1~.1/~1) ~ack MOA/~21 Municipality of Anchorage Department of Health and Human Services HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: ~-/~/~££ A. Well Data ~/UE~, -H7'5 /V'/J,E-/-/-/ Parcel I.D. Well type p/,,',,~/~/L If A, B, or C. attach ADEC letter. ADEC water system numbe .~ Log present (Y/N) Date completed / Total depth Cased to Gasing height Sanitary seal (Y/N) Wires proper~d (Y/N) Date of test .... Static water level Well flow , ~ / g.p.m. _ g.p.m. Pump leve, SEPARATION DISTANCES F Septic/holding tank on lot / ; On adjacent lots Absorption field on lot // Public sewer main // Sewer service li~ WATER~LE RESULTS: Ca, ti e ~nsa~_ple_~. Nitrate ; On adjacent lots Public sewer manhole/cleanout Petroleum tank Collected by: Other bacteria B. SEPTIC/HI~I~ING TANK DATA Date installed (~?/ ~ Tank size ? ~ ~ Compartments Cleanouts (Y/N) ~/?<~ Foundation cleanout (Y/N) )/~'~ Depression (Y/N) High water alarm (Y/N) J"////~ Alarm tested (Y/N) /"///~ Date of pumping pJ/,,~ ~ /~/~/~} Pumper /%//~ SEPARATION DISTANCES FROM SEPTIC/t:~ TANK TO: Well(s) on lot To property line Surface water/drainage On adjacent lots ~' ~) ~ Foundation Absorption field ~,~ / Water main/service line 72-026 (3/93)* Front CONTINUED ON BACK PAGE C. LIFT STATION Date installed Manufacturer Size in gallons Vent (Y/N) "Pump on" level at Manho c~~cess (Y/N) "Pump off" Level at High water alarm level ~ Meets MOA electrical c~ SEPAR~CE FROM LIFT STATION TO: W~ot On adjacent lots Cycles tested D. ABSORPTION FIELD DATA Date installed 0 Length W~' ¢ /¢' Width ~' Total absorption area ~-~ ..? 5'.~. Date of adequacy test /~///~ Water level in absorption field before test Peroxide treatment (past 12 months) (Y/N) Surface water Soil rating (GPD/FF) /. ~- System type 5/'/. _~- Gravel thickness ~/~.~' ~ ~ Total depth ~'~ Cleanout present (Y/N) ~ Depression over field ~) Bedrooms Results (pass/fail) P/~$ 5 for .Z~ /,,//.A After test /V//~' ~'///)r If yes, give date /-/t~r SEPARATION DISTANCE FROM ABSORPTION FIELD TO: Well on lot /'//~ On adjacent lots -r ~0 Property line To building foundation / ~ ! To existing or abandoned system on lot ~' On adjacent lots '~ ~'~ / Cutbank /,//A Water main/service line Sudace water ~0' ~ Driveway, parking/vehicle storage area +/~/.~;~'~ / Curtain drain E. ENGINEER'S CERTIFICATION I certify that / have checked, verified, or conformed to all MOA and HAA guidelines in eff~l~:the gat@ of this inspection. Signature Engineer's Name Date ~ /'¢ HAA Fee $ ,~, C/~ Waiver Fee $ Date of Payment Receipt Number Date of Payment Rece pt Number 72-026 (3/93)* Back ,,,,-: AN CH 0 RAG E AREA 3500 T u~gr Road Anchorage, Al~ska 99507 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM ~AM ~'~" '~' ~ ~ dr.4.AI LIN G ADDRESS ..... ' .OCATION- LEGAL DESCRIPTION - · · ~ ~EPTIC' TANK: . . .- ,* .,,./ ~ . .. NUMBER OF ' ~'-e'TANCE ,~'~'~~'~/~' MANUt-'ACTURER ~ MATI~RIA~'COMPARTMEN"~ ~ FROM WELL~; ' '" ~NStDE LENGTH. ~ INSIDE WIDTH ~..' ' LIQUID DE~H ~ LIQUID CAPACITY~GALLONS' SEEPAGE PiT: NUMI~ER OF PITS ~. LINING MATERIAL BUILDING FOUNDAT IO N''~;~//, ~ ,' ~ / ..... DIAMETER _-J.C~-.OR., ,¥/IDTH'/~'-/I ~_ENGTI~'. C DEPTH- = ' ' , ~' .' ' 'L ' ~ .... cRI~'SIZ~: 'DIAMETE~6EPTH~. DISTANCE FROM: WELL : ~ // TOTAL EFFECTIVE ' ~SO. FT. NEA~ST'LOT ~IN~, A~5ORPTION AREA(WALL AREA) AODITIO. NAL ABSORPTION. '" WELL: " TYPE. CONSTRUCTION L ~ DEPTH BUILDING ~ NEAREST NEAREST SEPTIC ~EELPAGE FOUNDATION ~, LoT LINE SEWER LINE _ TANK .... sYSTEM CF. SSPO0 L OTHER sOuRCES : APPROVED DISAPPROVED ,. DISTANCE FROM: DISTANCES:. " ' ' INSTALLED PIPE MATERIAL: DIAGRAM .OF SYSTEM } ,,' ~ ..... ?..,":. c. ...... . .. _ ;~.', -~. j ,,,. , :~'", .'~ L_jl" , x ].~..., . xl, ~ ': i - %" ''~' ' '" ; :;"~ ~ ' ANCHOR/~GE WATER & WASTEWATER UTILITY Tony Know/es, Mayor August 13, 1986 Mr. Bill Opel 10847 Anvik Circle Eagle River, AK 99577 3305 Arctic Boulevard, Suite 100 Anchorage, Alaska 99503-3898 (907) MUNICIPALITY OF ANCHORAOE DEPl OF HEALTH & I:NVIRr-~,' ",~TAL pI~OT~CTION AUG 1 8 1986 RECEIVED RE: Lot 10, Block 5, Eagle River Heights North Owned by the Municipality of Anchorage Dear Mr. Opel: The Anchorage Water and Wastewater Utility has no objection to the encroachment of the septic system in the right of way at the south edge of your lot. Sincerely DONALD E. BENNETT Engineering Planning Supervisor Anchorage Water and Wastewater Utility cc: JoAnn Broyles, Public Works MATANUSKA E, c mc Assoc ^ o,, I c. P.O. BOX 1148 PALMER, ALASKA 99645 TELEPHONE (907) 745-3231 August 12, 1986 Mr. Bill Opel 10847 AnvikCircle Eagle River, Alaska 99577 RE: Lot 10, Block 5, Eagle River Heights North Matanuska Electric Association, Inc. has no objection to: Septic System Encroaching into: Utility Easem~nt Along South Boundary of Lot 10, Block 5, Eagle River Heights North Subdivision, Section 12, T14N, R2W Matanuska Electric Association, Inc. will be held harmless frc~ any and all damages that may result frc~theexisting and future use of said eas~_nt. If you require additional assistance, please contact our office. Rebecca L. Bidasolo Right of Way Agent AI..ASK,,~'?~ ;:!~:~,':-- r::~: i:',r' ,:>~':'P;)RATED 1941--ENERGIZED 194-2 ENSTAR Natural Gas Company A DIVISION OF SEAGULL ENERGY CORPORATION 3000 Spenard Road P.O. Box 6288 Anchorage, Alaska 99502-0288 (907) 277-5551 August 11, 1986 Municipality of Anchorage 3500 Tudor Rd. Anchorage, AK 99507 TO WHOM THIS MAY CONCERN: ENSTAR Natural Gas Company has no objection to four septic systems that encroach into the utility easement that exists on Lot 10, Block 5 Eagle River Heights North Subdivision. If you need any more information, please call me at 264-3743. DW:cal Sincerely, ENSTAR Natural Gas Company Dan Westervelt Right-of-Way Engineer ephone Association, Inc. . , ALASKA 99645 PHONE (907) 745-3211 % Ila (907) 376-3211 Northern S*ghts CATV (907) 745-5001 Thomas R. Minnich General Manager August 11, 1986 Mr. Bill Opel 10847 Anvik Circle Eagle River, Alaska 99577 Dear Mr. Opel: This is to inform you that Matanuska Telephone Association, Inc. has no objection to the placement of a seepage pit within the indicated utility easement on Lot Eagle River Heights Subdivision, Township 14N Section 12 , Seward Meridian. i0 .Block 5 , ,Range. 2W , Please be advised that should Matanuska Telephone Association, Inc. need to upgrade, maintsin, or replace buried or aerial cable within the utility easement it will be allowed to do so. Any repairs that may be required to the above seepage pit due to utility needs will be borne by the property owner of record. This d~cument and the As-Built should he recorded. Sincerely, MATANUSKA TELEPHONE ASSOCIATION, iNC. Bernadette "B~' Zimmerm~n . Real Estate ~ Properties Supervisor BZ/mlb - ' Anchor~g~ecordin~ PrecOok, ~aska, ~nd that the pro- po,~ed impro¥cmenls, as planned thereon by the builder, w~ll be within lhe prope~'ty lines and will nu~ overlap or encro~ch on the pro~rty lying adjaceni th~lo, that no imp~o~'ements on ~o~e~y lying adjacent lhereto en~,roach on the premis~ tn question and thal lhe~ are no roadway;,, lr,ansml~ion lines or other visibln ea~e- r,~ents on said property except as indicat~ here'~n. Dal(~ at Ea~,le River. ~aska ROBOT C JOHNSON ~,~' SCALE: tte~:;tered Land Su~,eyor No. ~ Ilnx 45~;, Ea~lle River, Alaska 1 ~ l'hnne 694..'2~43 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date July 16, 1986 GENERAL INFORMATION (a) Legal Description (include lot, block, subdivision, section, t~o, range) H' N~14N R1w Sec.12 Lot 10, Blk 5 Eagle River sS, ~ Location (address or directions) Anvik Circle, eagle River (b) Applicant Name William Opel Telephone: Home 694-2486 Business Applicant Address 108Lv~ Anvlk Circle Eagle Rlver, Alaska (c) Applicant is (check one): Lending Institution I-I; Owner/builder []; Buyer []; Other [] (explain); (d) Lending Institution N/A Address Telephone (e) Real Estate Company and Agent Address P.O. Box 7728h9 Eagle Telephone 694-4200 (f) Mail the HAA to the following address: Pickup by en~inee~ Maureen Clayton: Re/Max ~n River, Alaska 99577 Eagle R~v~p TYPE OF RESIDENCE Single-Family Pq Multi-Family [] Number of Bedrooms 4 Other WATER SUPPLY Individual Well [] Community [] Public [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. SEWAGE DISPOSAL Onsite [] Public [] Community [] Holding Tank [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page I of 2 72-025 (~1/84) ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION As certified by my seal affixed hereto and as of the validation date shown below, i verify that my investigal[ion of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with ali Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. *separa. t±oP- distance, septic tank to creek and seepage pit NameofFirm to creek are less than~elephonelO0', wavier based on date of instal: Address Date EAGLE R!VEP, EN~!NEER!.".~ SERV!CES EAGLE RIVER, AK 99577 P.O. BOX 773294 694-5195 AD~r :vAe; ~oRrO~'~Z/~ b e d Terms of Conditional Approval CAUTION The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Page 2 of 2 72-025 (11/84) MUNICIPALITY OF ANCHORAGE (MOAt HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 264-4720 Legal Description: ,~,, o -~' WELL DATA Well Classification Well Log Present (Y/N) Total Depth Cased to Static Water Level Casing Height Above Ground Electrical Wiring in Conduit (Y/N) Separation Distances from Well: To Septic/Holding Tank on Lot To Nearest Edge of Absorption Field on Lot To Nearest Public Sewer Line Cleanout/Manhole Water Sample Collected by Water Sample Test Results &{Ui,;;CI?ALITY OF AI'-;CHORAG2 DEPT. OF HEALTH & ENVIRONMENTAL FROTECTION 1986 .,4, z.,4,~.~,z..z /o,~/,~- If A, B, C, D.E.C. APprOved (Y/N) Date Completed ~'~ ~- / ;" ? 7Z Yield Depth of Grouting Pump Set At Sanitary Seal on Casing (Y/N) Depression Around Wellhead (Y/N) ; On Adjoining Lots ; On Adjoining Lots To Nearest Public Sewer To Nearest Sewer Service Line on Lot ; Date Comments B. SEPTIC/HOLDING TANK DATA Date Installed ~/7,,~ Standpipes (Y/N) Depression over Tank (Y/N) Pumping/Maintenance Contract on File (Y/N) Holding Tank High-Water Alarm (Y/N) Separation Distances from Septic/Holding Tank: To Water-Supply Well '*-~ ' To Property Line ~ / To Water Main/Service Line /o Course ~-~ ~'" Size / D _,z~.~ No. of Compartments Air-tight Caps (Y/N) ~" Foundation Cleanout (Y/N) Date Last Pumped -~- /~/,~ ; for Temporary Holding Tank Permit (Y/N) To Building Foundation z.../ To Disposal Field -* ~o / To Stream, Pond, Lake, or Major Drainage Page 1 of 2 72 026(11/84) C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed Width of Field Square Feet of Absorption Area Depression over Field (Y/N) Results of Last Adequacy Test Separation Distance from Absorption Field: To Water-Supply Welt "~0~ To Building Foundation ;,,~o" Lot To Water Main/Service Line /-/5- To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments /~'J ''~ //-~'~/ Type of System Design /,¢, ,' Length of Field Depth of Field // ' Gravel Bed Thickness ~' ' Standpipes Present (Y/N) Date of Last Adequacy Test Y To Property Line ! ' To Existing or Abandoned System on ; On Adjoining Lots "'/".~o" To Cutbank (if present) D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. Meets MOA Comments ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. Signed Company ~/'~.~E ~' . Receipt No. q 00~ - Date of Payment -") - Amount: $ (,_2 ~-O._~O Date MOA No. Engineer's Seal Page 2 of 2 72-026 (11/84) EAGLE RIVER ENGINEERING SERVICES EAGLE RIVER, AK 99577 P. 0. il0X 773294 694-5195 J~!!y 30, You ;;,uat apply ,%r a eonne~tto.'~ permit fro~ th~ 9t.~it of~cer fc.r the Prot~c~n at 276--22~i. L~>, ]W