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HomeMy WebLinkAboutMILE HI BLK 3 LT 5MiHIei Block 3 Lot 5 #050-201-12 Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP231246 PID Number: 050-201-12 Dwelling: 0 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New 0 Upgrade Name DENNIS & PIANG DAIGGER -.ORPTION FIELD !EDJ De Trench ❑Wide Trench ❑Bedound Site Address 21919 MILE HI WAY, EAGLE RIVER, AK 99577 Other Phone 907-441-6901 ]-3 Number of Bedrooms Soil Rating Total depth fr original grade MCC Ft. Depth to pipe invert from o SE %�-,S J I depth beneath pipe HOLSbING LEGAL DESCRIPTION Subdivision Block Lot MILE HI g 5 Ft. FII added above original g TANKS r , I length Ft M1 Ft. Township �`t ��ge_ Section _ Gravel width ; Beds: Number of Lines Dist a between lines SEPARATION bISTANCES VC1A Ft. - Ft. TO 64Absorption ' f Idin er Tank Field Lift Station Total orption area Number of trenches Dist. between ches From Lie Ft z _ Well *100'+- - : - .� • 25 + TANK ❑ Septic ElS.T.E.P. 0 Holding El Other Manufacturer INFILTRATOR SYSTEMS Capacity IM -1530 Gal. Surface Water **1001+ N/A _ _ Material Number of compartments Lot Line 5'+ N/A - - NA PLASTIC 1 Foundation 10'+ N/A�ATION Manufacturer Capacity Remarks *THIS IS A NEW HOLDING TANK Gal. **TRAVEL PATH >100'+ Alarm location Electn tailed by Installer PIPE MATERIAL House to D3034 tank Tank to drainfield N/A RPC CONSTRUCTION Drainfield N/A Co/MTD3034 Inspector GEG CONSULTANT, JODY MAUS BENCH MARK (Assumed elevation) 100.00 ft Inspdection 8/22/23 Location and description nd 2 3rd 4,h TOP OF FOOTER AT POINT "A" ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date 06� � OOP Tf9 �OQQ 4 �.. ....................� Septic System Approved Li-�,ti. Date�2���0,�0 Q ef, y A. rness. Q� CE -7953 �� p Note: this approval does not include well permit requirements. #AECC884 ��OppOo� /Dm, nGlnON Ol PERMIT NUMBER: PARCEL ID NUMBER: OSP231246 RECORD D RAW I N O 050-201-12 APPROXIMATE LOCATION OF BEGINNING OF A B SUBSURFACE DRAIN PER OWNER. OWNER STATED THAT HE INSTALLED DRAIN DURING ST1 35.3 46.0 EXISTING TRENCH INSTALLATION OF THE NEW SEPTIC TANK IN 2014. MH 43.6 54.4 TYPE DRAINFIELD. EXISTING GABION BASKET NOTE: PIPE LOCATIONS ARE ABANDONED IN PLACE RETAINING WALL SHOWN PER GEG SHOTS TAKEN WITH LEICA DISTO INSTALLED BOLLARDS S910 LASER DISTANCE EXISTING BRICK BETWEEN DRIVEWAY AND METER. SWING -TIES TO N RETAINING WALL TANK TO PREVENT HOUSE CORNERS WERE DRIVING OVER TANK GENERATED IN AUTOCAD. SCALE: 1"=20' EXISTING DOUBLE CLEANOUTS H#1. d' _` °• .. CLEANOUT FOR SUBSURFACE ° ° DRAIN (PER OWNER) e T S ° °' e ° ° yF0 EXISTING DOUBLE CLEANOUTS °• a ° d d °° t t \ 'y 1 tt 1u ty APPROX. LOCATION OF GAS LINE ` i s'tt" NEW IM -1530T E �1 _ USED y AS A HOLDING TANK.�SFoM �t .i 1 OF •► % ,,._ .,.•.,.,.�.,r _,.„,x,:. ..,,. ._„ <...,_,.. uw�. .. xiSZ .,,,k ,vxa, ...a._ fl w ,.....r�...,._.z: ...� ^{+,..x .. .._. ,,.�. ... ... AV •• •i. ........ .......� �.�...�E............ :.� I� ENGINEERING,, SALES CONSULTING u ., �� ,�� .� �{{�... 3701 E. TUDOR ROAD, SUITE 101 ' ANCHORAGE, ALASKA' PHONE (907) 337-6179' WEBSITE. www.gamessengineering.com ,y.!!_,!� �}•• • �++•••+••.•• •�••• �•• � •�!!• 0 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: f ��r+� )tt�J rey A. GanesS wc/ DENNIS & PIANG DAIGGER 907-441-6901 2 OF 3 �j�% •� C A. .�5 AV PROJECT/LEGAL DESCRIPTION: DRAWN BY: MILE HI; BLOCK 3, LOT 5 J. L.M. I�1j ''p'�'�•t•,•J,•�•••,P�,� �►� TYPE OF WORK: DATE. LICENSE ,, �, r„S<�.��• RECORD DRAWING OF HOLDING TANK 8/23/2023 #AECC884 EXISTING 1250 -GALLON APPROXIMATE GREER STEEL SEPTIC TANK. LOCATION OF END OF INSTALLED IN 2014. USED AS SUBSURFACE DRAIN / FIRST PART OF HOLDING PER OWNER. END OF TANK SYSTEM. DECK PIPE IS BURIED, NO / SUPPORT FOR 2ND STORY SURFACING WATER / DECK IS WITHIN 5 -FEET OF OBSERVED DURING TANK. STAIR LANDING IS OVER GEG SITE VISITS. 100 -FOOT / 2014 SEPTIC TANK. MET CODE / WELL RADIUS AT TIME OF INSTALLATION. APPROXIMATE / LOCATION OF SURFACING WATER IN k' / JULY. NO WATER VISIBLE ON 8/22/2023, A OF •► % ,,._ .,.•.,.,.�.,r _,.„,x,:. ..,,. ._„ <...,_,.. uw�. .. xiSZ .,,,k ,vxa, ...a._ fl w ,.....r�...,._.z: ...� ^{+,..x .. .._. ,,.�. ... ... AV •• •i. ........ .......� �.�...�E............ :.� I� ENGINEERING,, SALES CONSULTING u ., �� ,�� .� �{{�... 3701 E. TUDOR ROAD, SUITE 101 ' ANCHORAGE, ALASKA' PHONE (907) 337-6179' WEBSITE. www.gamessengineering.com ,y.!!_,!� �}•• • �++•••+••.•• •�••• �•• � •�!!• 0 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: f ��r+� )tt�J rey A. GanesS wc/ DENNIS & PIANG DAIGGER 907-441-6901 2 OF 3 �j�% •� C A. .�5 AV PROJECT/LEGAL DESCRIPTION: DRAWN BY: MILE HI; BLOCK 3, LOT 5 J. L.M. I�1j ''p'�'�•t•,•J,•�•••,P�,� �►� TYPE OF WORK: DATE. LICENSE ,, �, r„S<�.��• RECORD DRAWING OF HOLDING TANK 8/23/2023 #AECC884 P124PARCEL NUMBER:I OS236 RECORD DRAWING 050-201-12 I UL LISTED INTERIOR ALARM - FINAL GRADE = 98.84-99.04 4" CLENAOUT TOP OF TANK @ INLET = 95.05 - INLET FROM 1250 GALLON GREER STEEL SEPTIC TANK INVERT OF INLET = 94.36- IM -1530 GALLON SINGLE COMPARTMENT INFILTRATOR TANK) INFILTRATOR TANK NOTES: PER THE CONTRACTOR, ALL PIPE PENETRATIONSMOINTS ASSOCIATED WITH THE INFILTRATOR TANK WERE ENCASED IN BENTONITE CHIPS. BOTTOM OF TANK EXCAVATION WAS DRY ON 8/21/2023 2" OF INSULATION (PER CONTRACTOR) TOP OF MH = 99.58 TOP OF TANK @ OUTLET = 95.04 -CAPACITY OF TANK 4 -INCHES ABOVE INVERT = 1,749 GALLONS. 469 -GALLONS OF CAPACITY AFTER ALARM ACTIVATES -'--HIGH LEVEL ALARM. ALARM ACTIVATES @ 37- (1,280 GALLONS OF CAPACITY) PROPOSED TANK FLOAT SETTING INFILTRATOR TANK_ MODE L IM -1530 TOTAL CAPACITY 1787 GALLONS INLET INVERT 47" HIGH WATER FLOAT 35.5" FLOAT LEVELS IS FROM BOTTOM OF TANK. NOTE: MEASUREMENTS ARE WHERE THE FLOAT WIRE ATTACHES TO PIPING WITH A 3.5 INCH TETHER FROM PIPING TO FLOAT (PROVIDES 3" OPERATING RANGE). FLOAT MUST BE NARROW ANGLE FLOATS. a -o:, ENGINEERING,,SALES-,CONSULTING �m'u' �.K.� �m.,.,_ ­,�', 3701 E. TUDOR ROAD, SUITE 101 - ANCHORAGE, ALASKA' PHONE (907) 337-6179 - WEBSITE: w .garnessengineervg.mm PREPARED FOR: PHONE NUMBER: PAGE NUMBER DENNIS & PIANG DAIGGER 907-441-6901 3 OF 3 PROJECT/LEGAL DESCRIPTION: DRAWN BY: MILE HI; BLOCK 3, LOT 5 J.L.M. TYPE OF WORK DATE: RECORD DRAWING OF IM -1530 INFILTRATOR HOLDING TANK 1 8/23/2023 SPI_OF �i +rte,. AV49 lK /* • jWy A. Ga-meSS. \_Q lo#' Cr-79� LICENSE '11t>•1f!! #AECC884 LO T 4 LO T 3 LO T 6 DIRT DRIVEWAY PAVERS RETAINING WALL RETAINING WALL RETAINING WALLS N39 ° 1 0 ' 0 0 " E 1 9 4 . 1 8 S 5 0 ° 5 0 ' 0 0 " E 2 4 0 . 0 0 66 . 9 ℄ M I L E H I W A Y 1 5 ' U T I L I T Y E A S E M E N T 48. 6 Lot 5, Block 3 Mile - Hi Subdivision 41,469 +/- Sq. Ft. 21919 Mile Hi Way 2 Story Wood Frame House E G W W WOODEN SHED SH E L T E R L O G I C OH U OH U OH U OH U OH U 48. 6 92 . 0 30. 0 100' WELL RADIUS L O T 6 L O T 7 EDGE OF PAVEMENT 3 0 ' R.O . W . 46 . 4 46 . 4 12 . 2 6.2 S3 3 ° 0 0 ' 0 0 " W 1 4 0 . 0 0 26 . 8 26 . 8 S6 3 ° 0 0 ' 0 0 " E 2 6 0 . 9 0 SC S S SSS SSS PROFESSIONAL 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. August 23rd, 2023. Legend: Scale 1" = 50' Gas Meter Electric Meter/Outside Power Deck Septic Telephone Pole Overhead Utility Lot 5, Block 3 Mile-Hi 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. Michelle Webb 23-238 06/13/2023 66-80 NW0058 Dirt Pierre M. Stragier No. L.S. - 9812 Water Well G E S W Aug 23, 2023 R E GISTEREDPROFESSIO N A L L A N D S URVEYOR SC Septic Cover Man Hole 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: OSP231246 Work Type: Septic Upgrade Tax Code Number: 05020112000 Site Legal Address: MILE HI BLK 3 LT 5 G:0058 Site Mailing Address: 21919 MILE HI WAY, Eagle River Owner: DAIGGER DENNIS P & PIANG Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Effective Date Expiration Date �»ent J45, .� De partin ent Lot Size in Sq Ft: Total Bedrooms: 8/17/2023 8/16/2024 41469 ❑ Disposal Field ❑ Septic Tank Q Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: ( S 5 C /�� c, Issued By: lam; Date: Date: Y /7/wz—.3 3 t UMICIPAUqTY OF ANCHORAGE Nj-,h +''`mss`! Development Services Departmentg Phone: 907-343-790G On -Site Water & Wastewater Section ��, � Fax: 907-343-7997 3-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 050-201-12 Property owner(s) DENNIS & PIANG DAIGGER Day phone 907-441-6901 Mailing address 21919 MILE HI WAY, EAGLE RIVER, AK 99577 Site address 21919 MILE HI WAY, EAGLE RIVER, AK 99577 Legal description (Sub'd., Block & Lot) MILE HI; BLOCK 3, LOT 5 Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑ Initial ❑ Single Family (SF) Septic Tank ❑ Upgrade Q (w/wo ADU) Holding Tank El Renewal Renewal ❑ (D) ❑ Privy ❑ Multiple Dwellings ❑ (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: 501 IT Waiver Fees: Date of Payment: ��q�23 Date of Payment: Receipt Number: Receipt Number: Permit No. D_�12`16 Waiver No. 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 OSP231246, Curtis Townsend, 08/17/23 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231246, Curtis Townsend, 08/17/23 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231246, Curtis Townsend, 08/17/23 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231246, Curtis Townsend, 08/17/23 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231246, Curtis Townsend, 08/17/23 Sample Details 23-3683-S01Sample ID Block 3, Lot 5, 1.5'General Location 931in87¾in 79½in 981½in 1003in1002in % PassingSieve Size Particle Size Distribution ResultGroup Code ASTM D2487 Other Test Results MethodDescription Limits 47No.20 41No.40 36No.60 56No.10 743/8in 63.5No.4 31No.100 25No.200 Chart Limits Group NameLiquid LimitPlasticity IndexGravel (%)Sand (%)Fines (%)Method ASTM D6913Preparation MethodComposite Sieving?Separating Sieve(s)Cu ASTM D2487CcDate Tested Mile HIClient Sample ID SMSilty sand with gravel00363925AOven DryYesNo. 4 7/15/2023 Method:ASTM D6913Drying By:OvenDate Tested:7/15/2023Tested By:Anastasiia Samarina The results contained below pertain only to the items tested below. This report should not bereproduced, except in full, without the prior written approval of Alaska Testlab or the agency. Report No: MAT:23-3683-S01Issue No: 1 David GarnessMaria Kampsen Material Test Report 4040 B Street, Suite 102Anchorage, AK 99503Phone: 907-205-1987 info@alaskatestlab.com 7/17/2023Date: CC: Fax: 907-782-4409 Project:2023 Testing Client:Garness Engineering Group Ltd. Anchorage, AK, 995073701 East Tudor Rd. Laboratory SupervisorTitle:Cindy ZickefooseReviewed By: Alaska Testlab - Anchorage Project Code: 230958 Page 1 of 1© 2000-2023 QESTLab by SpectraQEST.comForm No: 18909, Report No: MAT:23-3683-S01 Soil Classification of Fines (-#200) in Sieve Analyses Assumed Unless Verified by Additional TestingNo Plasticity Index Test Performed Comments mm µm 100 60 20 6 2 600 200 100 50 3″2″1″1/2″#4 #10 #20 #40 #100Sieve Size Diameter mm µm 100 60 20 6 2 600 200 100 50 3″2″1″1/2″#4 #10 #20 #40 #100Sieve Size 0 10 20 30 40 50 60 70 80 90 100 % Passing (by mass) / Q 00 _ f 49 { leo "4 j 7 q •VJ 0 •� .. 3 +- c. CL •z •- ©NU C)HU 0H U QHU C -fl jr L� to tJ# Q �i •t??�"' ` >©C c CL 0 2: :G -2- = V) `►. Chi U cu to ' �' tt� tt)''' ° ' c: 1 (1) 1 04 >1 M 4- a • �' 0 4mA 4-005 P- Q o 0. L5 Ln Ci 25/ C L- CL 0 ,,.. 0 C C� 5�3. c Q -© :,c �_ ccivvZ 0 cu � .w L 0 A� o 0 0 C E •,.. p d cV` 0 be I C.�, / *-a mo v L 0 CL 00uj U).® Q ��, . > cr --� �+•- v jA��' A } 4) SAY 1iJ i V J CL /LU :«., ., a / .0 C 0 0 ()o _10. � � t, f �"F� 0i E01 Ca ML J.-cCL `"► ••+•• Ln LOS 4 0 Fu J �U °ted �,�,'�'��,,,,"'"�1r►�`, CL � � � � ''fir• � � El D• • • • c/ • �- dW CL / Q� • �., . � U "'�'' � U iii c • * � "" ' ,�. • � v') i LOS 0 Amif Cd ca ui LOO '•w-` • • L(/`�J<? {) • ' ui •r-+ to D C}9 „ • ► (�CD ` 4 U - CD (D 0 0 Ln /OF L,2 V - tai • iii" • • ,'r EL g AW W t/Y � UA V � 'C7 • • ,� • tom,, ��-cvM� SUBMITT Ai SFP � 9 9f11A Municipality of Anchorage . Community Development Department Page 1 of 3 On -Site Water and Wastewater Program 4700 Elmore St. - P.O. Box 196650 Anchorage, AK 99519-6650 • http:/Avww.muni.org/onsite • (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSPI41333 PID Number: 050-201-12 ❑ New ❑✓ Upgrade Name: Dennis Daiger ABSORPTION FIELD ❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address 21919 Mile Hi Way Eagle River, AK 99577 ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 3 GPDISFI Ft. LEGAL DESCRIPTION Depth to pipe invert from original gradeGravel depth beneath pipe Subdivision Block Lot Mile Hl 3 5 Ft, Ft. Fill added above original grade Gravel length Township Range Section Ft. Ft. Gravel width Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Distbetween trenches From Tank Field Tank Line Ftp Ft. Well >100' >100' NIA N/A >25' TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Greer Tank Capacity 1,250Gal. Surface water >100' >100' N/A N/A Material Number of compartments Lot Line >5' >10' NIA N/A Steel Two NA Foundation >5' >10' N/A N/A LIFT STATION Manufacturer Capacity Curtain Drain None Noted Gal. RemarksTank Only Replaced Under This Permit. Pump on level at Pump off level at High water alar at Existing Tank Decommissioned in Accordance With in. in. in. Municipal Code. Pump make and model Electrical Inspections performed by Installer PIPEMATERIAL Housetotank D3034 Tankto D3034 drainfield Stuart Gilbert Drainfteld HDPE COJMT D3034 Inspector A. Harala BENCH MARK (Assumed elevation) 100.Oft Inspection „ dates: 9/2/14 2nd 9/3/14 Location and description p 3' 4t" Walkway Southwest Corner. COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL .'En OF A4 Ott Conditional Approval: Date •• air, 09Mr AV 49� /hr saw n• ... ..*. 0.. Ota+o..:....•................... so" MICHA6t &. ANDL92SON CE -4381 ; n` Approv �a ,`+,��\��5� Date �� InencMinn R n 1 1 99 dnn ■1 M M M_ V C J O c o zo � M E E c w 3 O O O O Z+ C y.,, 3 O ` O N � N+ l4 = C O O o � coU� aNi Li 8`2s6 U m WI n O Lu Oi=O (n m ..°O WOZ '^.. � o F'S, Z owa� Ln- J ; J E / ' o M O O F I m Mme] M N� I 0 mU x Z cn O O' E M WI N� O- w 3 rnam ao 6 / Y1 O 0WO rn pM u� \\ dam zF _ a / e w¢ in a m i, �O ry�0 / J wi U) mi jW u Z wC �dQ i 70 c / / O m a W W o J EEo S n LU c0 04 On N 7 z M�♦ s u Je W/ d ,' .....: Municipality of Anchorage Page 3 of 3 DEVEOPMENT SERVICES DEPARTMENT 4700 Elmore Road Anchorage, AK. 99519-6655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report Permit Number: OSP141333 PID No. 050-201-12 99.9 QUO 1 1,250 Gallon Septic Tank \ 95.95 95.8 ]j Tank Only Replaced Under This Permit. Existing Tank Decommissioned in Accordance with Municipal Code. PROFILE AS -BUILT - No Scale Existing M /,shed Ground round iz'Insulation11 1 1,250 Gallon Septic Tank \ 95.95 95.8 ]j Tank Only Replaced Under This Permit. Existing Tank Decommissioned in Accordance with Municipal Code. PROFILE AS -BUILT - No Scale On -Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP141333 Tax Code Number: 05020112000 Work Type: Septic Upgrade Permit Effective Dates: August 20, 2014 to August 20, 2015 Design Engineer: ANDERSON ENGINEERING Subdivision: MILE HI Site Legal Address: MILE HI BLK 3 LT 5 G:0058 Owner/Address: DAIGGER DENNIS P & PIANG 21919 MILE HI WAY EAGLE RIVER AK 995779583 Site Mailing Address: 21919 MILE HI WAY, Eagle River Lot Size in Sq Ft: 41469 Total Bedrooms: 3 This permit is for the construction of: N Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received B Issued By: MUNICIPALITY OF ANCHOR TTAL AUG 4[)14 Community Development Department Phone94130�03 ftr Development Services Division Fax: 907-343-7997 On-Site Water & Wastewater Program Parcel I.D. ON-SITE SEWER/WELL PERMIT APPLICATION 050-201-12 Property owner(s) Dennis Daiger Day phone Mailing address 21919 Mile Hi Way Eagle River, AK 99677 Site address Same Legal description (Sub'd., Block & Lot) Mile Hi, Block 3, Lot 5 Legal description (Township, Range & Section) Lot Size 41,469 So. Ft. Number of Bedrooms Three (3) APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: Date of Payment: (® all that apply) Receipt Number: Permit No. il5k 1 f393 Single Family 19 Absorption Field ❑ Initial r-1 (SF) (w/wo ADU) Septic Tank ❑X Upgrade ❑X Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. property owner or authorized agent) Permit/Rush Fees: 215 Waiver Fees: Date of Payment: B J i4 /icl Date of Payment: Receipt Number: d Receipt Number: Permit No. il5k 1 f393 Waiver No. Permit App_:- : ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 522-6779 (FAX) August 13, 2014 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 5, Block 3, Mile Hi Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer The septic tank on Lot 5, Block 3, Mile Hi Subdivision has failed and must be replaced. We are therefore requesting a permit be issued for the construction of a new 1,000 gallon steel septic tank to serve the home. The attached Site Plan and backup documentation identify the location and configuration of the existing septic system and the location of the new tank. Also identified on the plans is the existing well on the lot and those on the adjacent properties. No conflicts existing between the well separation distance the septic system on this or the adjacent lots. The existing tank on the lot will be properly disposed in accordance with Municipal Code. The existing absorption system will remain in place for continued service. The ground surface on the lot slopes at a grade of 7% to the southwest in the area of the septic tank. The tank will be constructed near the location of the old tank, but out of the driveway and in conformance with Municipal requirements. If the tank is constructed in accordance with our design the following statements apply The tank, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. 2. The tank, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. 3. The tank, if constructed as designed, will have no adverse impact on reserve Lot 5, Block 3, Mile Hi August 13, 2014 Page 2 of 2 space, either surface or subsurface, on any lots located in the area. 4. The tank, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, Michael E. Anderson, P.E. Attachments 0 0 C a U1 z � m 0 D c 3 >U Loa V 1 U c L c C, c a _ 0 U) nmi i L S` w l l l l l 6� U U U W �y--� / 41 J Ul U H LUi IO V / •• CCO OO`6 d <0 S x J / oQ Y T.E 6 U o 1 8 i 00 o� o J LO �W.xoOo o K /� e° /L_L W0 oa / e p N N W U C O N 7 ry 0 2 v J 6 C N /Ow c N y� C a ; O c a / C U 4/ voo M / M6 It# z AV v QHS ' : a M •s u I:W� f0 s. z a i '_ may^ ♦�°., v: .� � MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME n(� /-JLC .L N f S �� f PH/OON�E{ C'� `/ ` 26 Lv [KNEW ❑ UPGRADE MAI LING ADDREST. )Z n /✓ 2 5 rf I L LEGAL DESCRIPTION LOCATION/- �2c1 br NO. OF BEDROOMS Uy DISTANCE TO: Well N pyt e. Absorption area Dwelling PERMIT NO. F /(-) % 57 w2 Manufacturer 1�ECi " Material/ SS No. of compartments N F Liq. capacity in gallons IF HOMEMADE: Inside length Width Liquid depth D z az DISTANCE TO: Well Dwelling PERMIT NO. _j Q x � Manufacturer Material Liquid capacity in gallons O J = w DISTANCE TO: Well Foundation Nearest lot line PERMIT NO. u. Z 2 w No. of lines Length of each line .�� Total length of lines Trench width inches Distance between lines F —cc F D Top of tile to finish grade �'%So/t -4oya Material beneath tile �n inches Total effective absorption area fv .30 Lu Length Width Depth PERMIT NO. Q F- wa Type of crib Crib diameter Crib depth Total effective absorption area Lu w DISTANCE TO: Well Building foundation Nearest lot line J Class Depth Driller Distance to lot line PERMIT NO. w 3: DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS 125-/1 C SOIL TEST RATING 9L 7T /"4 k ne ' INSTACLE REMARKS f D rf � s f3' L = 12f kbl APPROVEDV DATE LEGAL ZA4 /n /6 - Vxi 3, /P f7L�, �,� *14 . 72-013 (Rev. 3/78) L::EF'FIF-"F'MEP•1T" !:::i€= HEAL.. T H FNID ENVIRONMENTAL F'RO T E -I..!fX-4 H25L._' FREE F: HP's!..:h'I!._!RFlGE'j Al--`. 99`_'0t1 PERMIT NO. .81099"t _.:.-,;- APPLIC;F,NT DENNIS Ll4•I.�!:iFf,:' �F' A;. 1#=t" E. R. r>; -t-,=, L_OC:ATION LEGHL LT. 5 BLK. MILE HIGH S, -,'D L CIT.";_ 2P- 400OLD SC-'!.IFiRF.. TYPE OF' SOIL ABSORPTION 5Y' ---;TE t'f I'- : TRENCH FINE1.1N M NUMBER OF- BEDF:!:niC,I., '-SOIL RATU'A34 -2---•-5 THE REQUIRED -SIZE +::iF-' THE SOIL ABSORPTION SYSTEME :_• : E .". e H__II E" ° E I_;» : E _ _. :. -C._ . � �,..,- -E-. F::l Et..,,E Fl_ =„ .1< �_ E: M:_: THE LEP• 13TH DIMENSION IS THE LENGTH (IN F=EET) OF' THE 'TRENCH OR DRAIP,IF IE!_ D. THE DEPTH OF' A 'TRENCH OR PIT IS THE DISTA?'dt=E BETb.IEEN THE SURFACE. OF -11"HIE CaRC.ILIND AND 'THE BOTTOM OF THE F"'CA'rF11'I%tPR (IN € EET?. THERE IS td0 SET WIDTH FOR TRENCHES. THE GRAVE:L. DEPTH I' � THE MINIMUM DEPTH OF' +_F:F=1VEL... BETWEEN THE OUTFALL_ PIPE - IF'EAND AND 'THC:: EBT -Tom OF THE E,X.(-YiVATIC!P•a (IN F=EET). E .". e H__II E" ° E I_;» : E _ _. :. -C._ . � �,..,- -E-. F::l Et..,,E Fl_ =„ .1< �_ E: M:_: -� E -5,1 � uZ cm= F, -i a - L.... r0 PERMIT APDL_ I!-:Ah!T HAS THE' RE.= PONS I €? I L_.:L T',, T'C! I NFOF-11 THIS DEPARTI1cNIT DL,IF:: T Nf THE: i Ns f FILLAT 1 0.4 INSPECTIONS OF FiN'r° !.:WELD ADJACENT 1-0 THIS PROPER i : FiND f HE NUMBER OF. RESIDENCES THAT THE: WELL WILL S €=:',;E. E a_E a�n - : "A E -..E "E = ° . g�: E " _tl ®a ••�� ° 6==� E _ E V' Fe R- -* x _ 10_9 1 FRT E-_'- 4-"-- _._...__.. E;Ftt=:F::€= I LL I P�+:i OF FIPd[4'' -'r' TEP1 Ld:C TF ICd_I"j F I P!NL. I PdEF='F'C: T I ON FIND APPF'O''r,AL. BY TH T DEPARTMENT WILL. BE 'SUBJECT' 'TO PROSECUTION. MINIMUM C:`I':=TAPACE BETWEEN A !'•TELL FIu',D ANY ON -'-::;ITP E•EL'.IAI3E I_'`ISPO=iil... S,rSTE:N I 100 FEET FOR A PRIVATE WELL OR 15C -.i TO 2I::0 FEET FROM A PUBLIC WEL.L DEA'PE r.,D I F.1!_, UF`CIP-a THE TYPE OF PI.If=.€_I F+IE:.L.I._. MINIMUM C:`IST'WIC:E: FFf='i,M A PRIVATE L'ELL. TC) A PRIVATE SEWER L.INE;. IS 25 FEET FIP,1C:, TO A iC.,OMMUNITY :-EWER LINE IS 75, FEET. OTHER REQUIREMENTS MAY APPI-'r'. ` SPE!:': I F I GAT I OIN ANID CONSTRUCTION C, T AGRAN - ARE FIVA I L ABLE: TO INSURE SURE PROPER I NSTAL .LA'T I ON. I C:ERTIF'r' THAT I AM FAMILIAR E,.IITH THE REQUIREMENTS FOR ON -,--ITE ';s:WER: FINE WELi.. • HS ::E•:"C IJF:'F'H E'r' THEE. P'11._IP! I [: T PAL. I T%1 OF"' ANC:HORAG' I L.IILL_. 1:P1':'1'FIL.L. 'THE =,'•r'F,TEP1 IN AC:!�ORCIANCE' 1-41TH THE !�!...?DEM. - I LIP C`Ef'' : - ',!G' 'I F 1FI`E THE ON—SITE =.EG.IEF SYSTEM P'lAY REQUIRE EP -41—F1;; ! ENIE::NT I F THE REE, I C'E N __ IS RE :°ICt_DEL...E'C' TO MORE THAN _ F=.FaDM=OC!MS. T i= GED :xr--•\-rte'I_ ADPL IC:WIT DEJ-R-:I1 F. C;Fi GER - 7'SUED E:' `.'4, 0 j Cl SOILS LOG • MUNICIPALITY OF ANCHORAGE ae DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG — PERCOLATION TEST PERFORMED FOR: ��Y►Y1 194jg-er DATE PERFORMED: ,- '� rn t L AAA n i I. i_ f= _- I a V) LEGAL DESCRIPTI 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 COMMENTS T WHAT .■�� MEEEMONEEIMMIMMMMMMME MEMO MEEEEEMEM NONE00 MEMO EEM■■■■M■ M��E E■■■EEM■■■ ■r�■■ ■E■■■■ME■■ ■M■■ E■M011E====: IMMENEEMEMIN M■E■ M■MIM■■M■■■ NONEMESKEEMMIME MMES MEEINEMMEMN ) Date Gross Time Net Time Depth to Water Net Drop A dl �� �o to �,qo r c�5p TION RATE / o - ✓(minutes/inch) TEST RUN BETWEEN o -FT AND FT PERFORMED BY: Ab'� 1 4- -10%fMI CERTIFIED BY: 72-008 (6/79) DATE: jagby DOC Co. dba SULLIVAN NATER WELLS P.O. BOX 272, CHLIGIAK, ALASKA 99567 • TELEPHONE 688-2759 `OWNER OF LAND 19 DEPTH OF WELL ADDRESS i�)_.Y` f ' 7 �- STATIC LEVEL OF WATER FT ' LEGAL DESCRIPTION `� `'� c =�� ` f �t DRAW DOWN FT. DATE - Started Ended j6f: 44 - GALS. PER HR 0 SF.S�s<�su s�c'q Ti`/t4,2lw�s 5 PERMIT NUMBER escl! Fsw%9n( 1y925i-.X.7w KIND OF CASING KIND OF FORMATION = Fromm—Ft. to �-'Ft. n •'ri-�' r 'A.= ✓ From Ft. to 3 lY Ft. f��tlr£oGtG '^ �Prt"� From t> Ft.3oJ 7 Ft.f%' .a _ / �.s ✓ �- From Ft to Ft. From f Ft tot �n Ft L5 Fes` <.` /t' i K,-'t=r From ' 7,9 Ft. -Ft - � ✓riac Tc ` %tts+/0 .From � b -ft'. to645�Ft. ' ;: J =.: r ' From. Ft. to Ft. t'r rJ From Ft. to Ft. A�' " From Ft. to Ft -- _ --FromFt. tqt i Ft.' Zf� ";';::, P /;='c �' From Ft to Ftom `_Ft *o Ft From Ft to oft r From f 1t to / Ft. From Ft to �F 7, r .^`3 F, fL) l v, From Ft to m, From Ft to From Ft. to ,c From Ft. From Ft. to Ft. From di1':S".� Ft to Ft. From Ft. to Ft. From ` {ts .Ft. io 3 Ft. 77 �c. -: r.: _', :..= , From Ft. to Ft. From =Ft to Ft. t �' i From Ft. to Ft. From �,A°'Ft. tom -Ft. rte' From—Ft. to Ft -MISCL.INFORMATION j rJ LC ,BGG S DRILLERS NAME MUNICIPALITY OF ANCHORAGE Development Services Department a Phone: 907-343-7904 On-Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 050-201-12 Legal description MILE HI BLK 3 LT 5 Site address 21919 MILE HI WAY Eagle River AK Current property owner(s) DAIGGER Expiration Date: f I 2 'z,, Z 3 X The On-site system(s) is/are approved for 3 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or advisories: f f0vs & 0^., 14-0 c- 8i.v (, T`A--./k Original Certificate Date: 8/29/2023 This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Services Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other COSA Approval_June 2022 MUMCIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Application tL. - d 1. GENERAL INFORMATION Parcel I.D. 050-201-12 Complete legal description MILE HI; BLOCK 3, LOT 5 Location (site address) 21919 MILE HI WAY, EAGLE RIVER, AK 99577 Current property owner(s) DENNIS & PIANG DAIGGER Day phone 907-441-6901 2. ON-SITE SYSTEMS SIZED FOR 3 BEDROOMS 3. TYPE OF WATER SUPPLY: ❑® Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ❑ Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: ❑ Private Septic ❑ Private Septic serving 2 dwelling units 0 Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: FIQ Steel 0 Plastic ❑ Concrete ❑ Fiberglass Age 9/NEW _ See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑ Deep Trench ❑ Wide Trench ❑ Seepage Pit Waiver request for: Expedited review requested: FIS] Distance: By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee $ O �_o Waiver Fee $ Date of Payment �1 2 /� Z Date of Payment COSA # C 2- Z Waiver # COSAApplication_June 2022 CA COSA Checklist Legal Description: MILE HI; BLOCK 3, LOT 5 Parcel ID: 050-201-12 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system 1 A. WELL DATA FM Well log is filed with Onsite (or attached) Date drilled 8/1984 Total depth 400 ft Cased to *20'-8" ft M Sanitary seal is functioning correctly ❑■ Wires are properly protected Casing height (above ground) 12+ in. Date of flow test for COSA 6/19/2023 Static water level at beginning of test 187 ft. Comments *TO BEDROCK B. TANK DATA Measured operating fluid level in septic tank "NEW Date of pumping *NEW ❑ Required maintenance completed, if AWWTS Comments: *SEE COMMENT ON NEXT PAGE RPTION FIELD DATA Which sy tested (date installed) ❑ ALL standpipe esent per record drawing Total measured depth fro ade ft (max) Measured depth to pipe invert fro de ft (min) ❑ N/A — pressurized field. ❑ Per record drawings, field is insulated. ❑ Monitor tubes go to bottom of effective. If not, state depth into effective ❑ Presoaked required if (Required if house vacant or fiel used for more than 30 days prior to date st) Gallons introduce gallons date Any rejuven ' treatment (past 12 months) enter date Comments/Deficiencies: COSA Checklist June 2022 Well production at time of test 5.5+ gpm Water storage tank volume N/A gallons Well disinfected for coliform test? ❑ Yes IN No ❑■ Coliform bacteria is Negative Nitrate mg/L 0 Nitrate less than MRL (ND) Arsenic ug/L 0 Arsenic less than MRL (ND) Collected by GEG, LTD. Date 6/19/2023 STATION ❑ Require Age of lift station Lift station mater' nce Adequacy test date Results [:] Pass Fluid depth prior to test Water added New fluid d in EIW 4 time min Final fluid depth in rption rate gpd FIELDS US — POST RECOVERY Effective depth record drawings) in Effective depth used in Effective depth remaining Is E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) Septic Tank/Lift Station on Lot > 100' ❑ Yes if No N/A ft Neighboring Tank > 100' ❑o Yes if No ft Absorption Field on Lot > 100' ❑ Yes if No *N/A ft Neighboring Absorption Fields > 100' ** Ri Yes if No ft Community Sewer Main > 75' M Yes if No ft Community Sewer Manhole/Cleanout > 100' Q Yes if No ft Private Sewer/Septic Line > 25' Q Yes if No ft Holding Tank > 100' Yes if No * ft Animal Containment > 50' Q Yes if No ft Manure/Animal Excreta Storage > 100' ■❑ Yes if No ft ❑ N/A — Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) SEE *** Building Foundations > 10' ❑ Yes if No NOTE ft Surface Water > 100' ❑■ Yes if No ft Tank to Property Line > 5' Field to Property Line > 10' Water Main > 10' Qi Yes if No ft []Yes if No *N/A ft 0 Yes if No ft Wells on Adjacent Lots: Private Wells > 100' Community Wells > 200' ❑Q Yes if No ft ❑ Yes if No ft Water Service Line > 10' M Yes if No ft if tank or field is under driveway comment below 2014 TANK NOTE: THE EXISTING SEPTIC TANK THAT IS NOW BEING USED AS PART OF THE HOLDING SYSTEM, IS LOCATED UNDER THE STAIRS FOR A 2 -STORY DECK AND IS WITHIN 5 -FEET OF A DECK SUPPORT. ADDRESSED IN HOLDING TANK UPGRADE DESIGN. MET CODE AT TIME OF INSTALLATION. THE NEW IM -1530 HOLDING TANK IS 10+ -FEET FROM ANY FOUNDATION OR FOUNDATIONAL SUPPORT FOR THE DECK. F. ENGINEER'S COMMENTS *HOLDING TANK SYSTEM CONSISTS OF AN EXISTING 1250 -GALLON GREER SEPTIC TANK FOLLOWED BY A NEW IM -1530 INFILTRATOR SINGLE COMPARTMENT PLASTIC TANK. NEW TANK EQUIPPED WITH HIGH WATER ALARM. **1974 SEPTIC SYSTEM ON MILE HI; BLOCK 3, LOT 6 (NO HOUSE FOUND. ***TRAVEL PATH GREATER THAN 100 -FEET 's T 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 Gamess Engineering Group, LTD. (GEG) Phone 907-337-6179 Engineer's Printed Name Jeffrey A. Gayness 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) regardin+ the future performance of the well or septic system. GEG makes no representation whether an altemative 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 0060 ` 0�ps VV. -7gp2 LICENSE �ed P� a f e s uAEccsal ��OOp�v�