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Home My WebLink AboutDEARMOUN #2 BLK 2 LT 4t)eArmoun #2 Block 2 Lot 4 #018-401-33 Municipality of Anchorage On-Site Water and Wastewater Program • (907) 343-7904 Page 1 of 4 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP191171 PID Number: 018-401-33 Dwelling: 1= Single Family (SF) ❑ Duplex(D) ❑ Multiple(SF and/or D) Project: ❑ New ■❑ Upgrade Name: ABSORPTION FIELD Donald DeArmoun do Suburban Realty Address Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound 4903 Spenard Road ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 248-3606 2 0.8 GPD/SF 10.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot 2.97 Ft. 7.0 Ft. DeArmoun #2, Block 2, Lot 4 Fill added above original grade Gravel length Township Range Section 0.5 - 0.8 Ft. 28 Ft. Gravel width Beds:Number of Lines Distance between lines SEPARATION DISTANCES 2.5 Ft. - - Ft. To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist.between trenches Tank Field Lift Station Tank Line From 392 Ft2 - - Ft. Well 200+ 200+ - - - TANK ❑i Septic ❑S.T.E.P. ❑Holding ❑Other 1 Manufacturer Capacity Surface Water 100+ 100+ - - GREER (existing) 1000 Gal. Material Number of compartments Lot Line 29.5 17.5 - - NA HDPE 2 Foundation 10.0 48.5 - - LIFT STATION Manufacturer Capacity Curtain Drain UNK UNK UNK UNK - - Gal. Remarks UNK - UNKNOWN Pump on level at Pump off level at High water alarm at - in. - in. - in. Pump make and model Electrical Inspections performed by PIPE MATERIAL House to tank D3034 Tank to D3034 Installer drainfield A+ Home Services Drainfield D3034 CO/MT D3034 Inspector Arete, LLC BENCH MARK (Assumed elevation)98.26 ft Inspection Location and description dates: 1•, 5/20/19 2" 5/20/19 3,d 4th SE CORNER OF HOUSE - BOTTOM OF BEAM COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp `��\\\\ �- OF.A , ‘k :Conditional Approval: Date A`P.• / qS4:y1 -Co . 0_ * • � • TH •*°/j . I 4 �,. . . : • • SETH F.ANDERSEN 8 �� 'F • No.CE12170 �` // +j),••�q.• CE1 15 •.'��C�4.r Approve �— Date -3�' `IIS ROFESSO -...' Inspection Report_9-1-12.doc PERMIT NUMBER: PARCEL ID NUMBER: OSP191171 AS-BUILT DRAWING 01840133000 BENCHMARK = 98.26 MT CO ORIGINAL GRADE = ± 96.1 FINAL GRADE = ± 97.2 TH it 2" INSULATION 9-Lun 13;313 ��' 1 GEOTEXTILE FABRIC INVERT OF PIPE = 93.84 13 1373, 0�t�13,13) R13 13'13 98' 4/3 13) 13,13 13'11, R 13:8�rI 13,13i *13 We'13 /\\rte\\//\\�\\/ J BOTTOM OF TRENCH = 86.83 \\\\N 3.°F•A�gs1l RELATIVE ELEVATION OF BOTTOM OF TESTHOLE = 80.1 (NO WATER AT TIME OF INSTALLATION) * TM *�r� 0 r DRAINFIELD TRENCH AS- BUILT �� 'F` .S• NO.CE12170EN \ / • NOT TO SCALE +Ili 6;9• . s 30-19 • • � ll` PROFESS4.0N�� STRUCTURAL DESIGN I PROJECT MANAGEMENT I CONSULTING ARETE, LLC 1017 n street harvard avenue I anchorage, alaska 99501 I 907.441.5772 I arete.seth@gmail.com TITLE: LOT 4, BLOCK 2, DEARMOUN #2 ABSORPTION TRENCH MODIFICATION -TRENCH AS-BUILT AB2 DATE: 5-30-19 DRAWN BY:SFA CHECKED BY:SFA CLIENT: DEARMOUN PERMIT NUMBER: PARCEL ID NUMBER: OSP191171 RECORD DRAWING 01840133000 FLAT FLAT 10'LOT LINE SEPARATION A / - - - - - FLAT I / MT1 DBL1 col / 2-BED ST2 DBL2 I / HOUSE ST z , P TREE i QcL I- w FCO L1000 GAL TANK MT2 / H w w ' (INSTALLED 2018) CO2 + w Z3 cp I_▪ I 11 1/ I }u� J 1 � b I 200'WELL RADIUS (I/I i FLAT �/I I b 14'OF EXISTING TRENCH REMOVED AND / FILLED WITH NATIVE SOIL FROM NEW TRENCH / I WATER LINE / I - - -I - - -I /_ _ 10'LOT LINE SEPARATION / c FLAT / • .iIII�llllll Allilll;Illk / NI SCti_E: 1"=20'-0" / MT2CO2 SWING TIES !��‘/\\ FCO 29 0 B .• oF.A`� l,l �.\P .t ST1 27.6 14.7 CO.• r �� ST2 31.6 21.5 * TH i�\ * ,4 DBL1 33.1 22.4 DBL2 34.1 22.8 / Nil 60.1 57.9 / / Col 60.7 58.4 �� SETH F.ANDERSEN MT2 55.1 52.5 'g F/�. No.CE01 9 70....,14 i CO2 68.0 51.3 • 1 (,Q �� r it F�PROFESS10hP�.� STRUCTURAL DESIGN I PROJECT MANAGEMENT I CONSULTING ARETE, LLC 1017 n street harvard avenue I anchorage, alaska 99501 I 907.441.5772 I arete.seth@gmail.com TITLE: LOT 4, BLOCK 2, DEARMOUN #2 ABSORPTION TRENCH MODIFICATION - RECORD DRAWING AB1 DATE: 5-30-19 DRAWN BY:SFA CHECKED BY:SFA CLIENT: DEARMOUN 8474 Lot 5 N89°56'W 120.00 Lot 6 30 ._ / i 't. Wood fence(typ) / / 4,011041 LJ , 'Y.,� 27.5 / > a5. �, 2 story Lot 4 /o O .le 6.0 Frame co Tree c -.Lo— — — a 0 a, -Nouse 1.,., w 0 . / O 01 /2 eptic vent(typ) o / tJJ W o` 25.5 0 / N I I— (.0 23.7 / _ M Q // b b cD Lot 7 O / O Z Z 0 200'Class C Well Radius i // 30 N89°56'W 120.00 I/ I Lot 3 / I /II r Note:Well radius determined from well house location in Tract '��jj A,Well Reserve. RECERTIFIED 5-29-191 (iO ``NA`\ RECERTIFIED 8-15-18 AS-BUILT NO CORNERS SET THIS DATE c\ OF , . 1 =�P••' • S„ / I hereby certify that I have performed a Mortgagee's inspection of the following described property: LOT 4, BLOCK 2, j C/)„' 49th �\ 0/ DE ARMOUN SUBDIVISION No.2 jilk . •• r•,j� V• •` Anchorage Recording Precinct,Alaska,and that the .'...e, '' �' ; improvements situated thereon are within the property lines /,m� lizabeth L. Walatka. io / and do not overlap or encroach on the property lying ��F•• 8036 — LS ••• Je•w..r adjacent thereto,that no improvements on the property lying �,4FF • • • • •• 5 adjacent thereto encroach on the premises in question and o PRo• • • • • . that there are no roadways,transmission lines or other 1 visible easements on said property except as indicated ii%V SCALE: 1"= 30' �� hereon. Dated at Anchorage,Alaska EASEMENTS OF RECORD,OTHER THAN' this 8th day of JUNE ,2018. THOSE SHOWN ON THE RECORDED FB 19-3, pg 35&41 FRED WALATKA&ASSOCIATES,L.L.C. PLAT ARE NOT SHOWN HEREON FB 18-6, pg 39 Engineers and Surveyors UNLESS OTHERWISE NOTED. FB 18-6, pg 7 BE 907-248-1666 Municipality of Anchorage On-Site Water and Wastewater Program • (907) 343-7904 Page 1 of 4 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP181120 PID Number: 018-401-33 Dwelling: El Single Family (SF) [' Duplex(D) ❑ Multiple (SF and/or D) Project: ❑ New ❑■ Upgrade Name: Donald DeArmoun c/o Suburban Realty ABSORPTION FIELD Address ❑ Deep Trench El Shallow Trench ❑ Bed El Mound 4903 Spenard Road ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 248-3606 2 0.8 GPD/SF 10.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot 2.97 Ft. 7.0 Ft. DeArmoun #2, Block 2, Lot 4 Fill added above original grade Gravel length Township Range Section 0.5 - 0.8 Ft. 28 Ft. Gravel width Beds:Number of Lines Distance between lines SEPARATION DISTANCES 2.5 Ft. - - Ft. To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist.between trenches From Tank Field Tank 1 Line 392 Ft2 - - Ft. Well 200+ 200+ - _ i _ TANK !Septic ElS.T.E.P. ❑Holding ❑Other Manufacturer Capacity Surface Water 100+ 100+ - _ GREER 1000 Gal. Material Number of compartments Lot Line 29.5 19.5 - NA HDPE 2 Foundation 10.0 48.5 - - LIFT STATION Manufacturer Capacity Curtain Drain UNK UNK UNK UNK - - Gal. Remarks UNK - UNKNOWN Pump on level at Pump off level at High water alarm at in. - in. - in. Pump make and model Electrical Inspections performed by PIPE MATERIAL House to tank D3034Tank to D3034 Installer drainfield Wilco Contractors Drainfield D3034 CO/MT D3034 Inspector Arete, LLC BENCH MARK (Assumed elevation)98.26 ft Inspection 151 7/3/18 2n1 7/9/18 Location and description 3'17/16/18 4th SE CORNER OF HOUSE - BOTTOM OF BEAM COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp � O• •F'A�fl0k Conditional Approval: Date �,`Q • �1 - — � *• 49TH - *II � . . . ,i . . . . . . . 0 SETH F.ANDERSEN i� �F •• •No.CE12170 .•�`,// ....__._._..--- :"-rC .� Q t C/�T'. 8 1 17 ��r Approved ( � Date -1 c� 1�1`�PROFESS--NP•� Inspection Report_9-1-12.doc PERMIT NUMBER: PARCEL ID NUMBER: OSP181120 RECORD DRAWING 01840133000 c FLAT 10' LOT LINE SEPARATION I I NEW 1000 GAL HDPE TANK O 1 2-BED DBL1 I H HOUSE ST1 DBL2 FLAT w DC ST2 2 a 1 coi 1 o � FCO C01 r +TH W / W B MT1 Z / I I H H O I 1 FLAT ../ O I � / 1- / /WATER LINE ABANDONED C.O. CO2 200'WELL RADIUS / -I - - - - - OLD STEEL TANK 10' LOT LINE SEPARATION REMOVED FROM SITE / I / . rIIUIIIViiii, I .a 1111 KI 1!lbI FLAT / -� SCALE: 1"=20'-0" / SWING TIES A B _1\��NIN* FCO 28.0 5.5 7c 9F Agslli ST1 27.5 13.0 �P v- L ST2 31.5 19.5 DBL1 33.0 20.5 * i • TH `01 *(Ar CO34.4 20.7 / I C011 64.4 50.3 14411 65.1 50.7 -� e MT2 78.8 53.0 6 SETH F.ANDERSEN : CO2 79.6 53.7 fr <F.•, No.CE12170 •.kQ/ ,j �d 4. 8-2,16 . Aise • �,�`' Air ilF�PROFESS\00\\.� STRUCTURAL DESIGN I PROJECT MANAGEMENT I CONSULTING ARETE, LLC 101 w. harvard avenue I anchorage, alaska 99501 I 907.441.5772 I arete.seth@gmail.com TITLE: LOT 4, BLOCK 2, DEARMOUN#2 SEPTIC TANK REPLACEMENT-RECORD DRAWING AB1 DATE: 8/2/18 DRAWN BY:SFA CHECKED BY:SFA CLIENT: DEARMOUN PERMIT NUMBER: PARCEL ID NUMBER: OSP181120 AS-BUILT DRAWING 01840133000 FINAL GRADE = 97.9-98.2 BENCHMARK = 98.26 ST1 ST2 TOP OF TANK AT INLET= 95.47 \ TOP OF TANK AT OUTLET = 95.46 eeo-e•-e-eee:-e _:,- :::::::z:::a - 2" INSULATION I_I rt L - -Fa TO ABSORPTION ` 1 FIELD 4" SEWER LINE FROM HOUSE NEW 1000 GALLON INVERT OF TANK 2 COMPARTMENTS - INVERT OF TANK AT OUTLET = 94.85 AT INLET = 95.12 HDPE SEPTIC TANK Aglr'CO 757 TH *rr SETH F.ANDERSEN E ) SEPTIC TA \ < AS - 3U I LT r+,-,,••F No.CE• 182170 ��/ • NOT TO SCALE 1<<�PROFESS10NPsr STRUCTURAL DESIGN I PROJECT MANAGEMENT I CONSULTING ARETE, LLC 101 w. harvard avenue I anchorage, alaska 99501 I 907.441.5772 I arete.seth@gmail.com TITLE: LOT 4, BLOCK 2, DEARMOUN #2 SEPTIC TANK REPLACEMENT -AS-BUILT PROFILE NEW TANK AB2 DATE: 8/2/18 DRAWN BY:SFA CHECKED BY:SFA CLIENT: DEARMOUN PERMIT NUMBER: PARCEL ID NUMBER: OSP181120 AS-BUILT DRAWING 01840133000 — BENCHMARK = 98.26 MT CO n n ORIGINAL GRADE = 96.81 FINAL GRADE = 96.84-97.32 (AT HIGHEST POINT) TH r // // 2" INSULATION n ,� $ GEOTEXTILE FABRIC 9a "813)‘a):\ INVERT OF PIPE = 93.84 . �� 13' 13P 13,1 '8;8 13 foP I lab, '8,13 IBA .8,13 �`8I opo BOTTOM OF TRENCH = 86.83 F ,q,41 11 RELATIVE ELEVATION OF BOTTOM OF TESTHOLE = 81.0 G).•' •79 �0 (WATER AT 81.5 AT TIME OF INSTALLATION) •;, * • • TH ,* 1<i••• SETH F.No.CE12170N•••�� TRENCH AS- 3UILT r�l�isTF9 82.,8 �. Ave ODRAI \ FIELD NOT TO SCALE �ll\PROFESSIONP�� STRUCTURAL DESIGN I PROJECT MANAGEMENT I CONSULTING ARETE, LLC 101 w. harvard avenue I anchorage, alaska 99501 I 907.441.5772 I arete.seth@gmail.com TITLE: LOT 4, BLOCK 2, DEARMOUN#2 SEPTIC TANK REPLACEMENT-AS-BUILT PROFILE NEW FIELD AB3 DATE: 8/2/18 DRAWN BY:SFA CHECKED BY:SFA CLIENT: DEARMOUN 7/3/1$ ft)(—c MUNICIPALITY OF ANCHORAGE Vci,,,ingt `ra — ,N�(,IPALI`�O ' On-Site Water&Wastewater Program 0 .0; r �r PO Box 196650 4700 Elmore Road i. Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax:(907)343-7997 ,� �; �K I"- http://www.muni.org/onsite , _� 1)( 1,;irtmt•nt NCHOR On-Site Wastewater Disposal System Permit Permit Number: OSP181120 Effective Date: 6/18/2018 Work Type: Septic Upgrade Expiration Date: 6/18/2019 Tax Code Number: 01840133000 Site Legal Address: DEARMOUN #2 BLK 2 LT 4 G:2935 Site Mailing Address: 3624 MATTHEWS DR, Anchorage Owner: DEARMOUN DONALD M Lot Size in Sq Ft: 10800 Design Engineer: ARETE, LLC Total Bedrooms: 2 This permit is for the construction of: 0 Disposal Field 0 Septic Tank 0 Holding Tank 0 Privy 0 Private Well 0 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 • '',6Received By: .}‘A- L------- 11 ' Date: • /3 r Issued By: l e4 Date: b i .. MUNICIPALITY 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. 018-401-33 Property owner(s) Donald M DeArmoun c/o Suburban Realty Day phone 907-444-8582 Mailing address 4803 Spenard Rd., Anchorage AK 99517 Site address 3624 Matthews Drive Legal description (Sub'd., Block & Lot) DeArmoun #2, Block 2, Lot 4 Legal description (Township, Range & Section) Lot Size 10,800 Sq. Ft. Number of Bedrooms 2 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field n Initial n Single Family (SF) x (w/wo ADU) Septic Tank x Upgrade Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings Privy (SF and/or D) Private Well I l Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: NONE Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (\t/C-,_ ✓fit\. (Signature of property owner or authorized agent) Permit/Rush Fees: 5vcl Waiver Fees: Date of Payment: �o—) _19 Date of Payment: Receipt Number: Z-2-c 7' . Receipt Number: Permit No. 0 3P J$l la0 Waiver No. G:\Development Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc 4 Arete LLC 101 W. Harvard Ave Anchorage,AK 99501 (907)441-5772 May 31, 2018 Municipality of Anchorage Development Services Department On-Site Water&Wastewater Program 4700 Elmore Road Anchorage,Alaska 99507 Re: Proposed Septic for DeArmoun Sub'd #2, Block 2, Lot 4 To whom it may concern, Attached is a submittal for a septic upgrade at the referenced property.The property is currently served by a community well and private septic system consisting of a 1,000-gallon septic tank and a trench type drain field.The septic system is failing and requires upgrades. The new septic system will consist of a new 1,000-gallon septic tank and trench type drainfield to service an existing 2-bedroom residence. Following is a summary of site characteristics and basis of design: 1. Soils: See the attached soils log for complete soil profile and classifications(primarily GM-SM), percolation test results (6-minutes per inch), and ground water monitoring (no water encountered at time of excavation,ground water measured at 15-feet below ground surface on May 30`h, 2018). 2. Surface Waters: No surface waters exist within 100+feet of the property and proposed septic area. 3. Topography:The site is flat with no general slope. 4. Community Well: the property is serviced by a community well with a 200' separation. No parts of the septic system are within the 200' well radius and the well head is at a higher elevation than the subject property. 5. Adjacent Properties: Septic areas on adjacent properties are located on the attached site plan. We are unaware that the proposed septic system will have adverse effects on adjacent septic systems or wells. If there are any questions or concerns I can be reached by phone at 907-441-5772 or email at arete.seth@gmail.com Sincerely, . ie &#1,6"------- Seth Andersen, P.E. Arete LLC BLOCK 1, LOT 5 DEARMOUN #2 MATHEWS DRIVE (--- ----. BLOCK 2, LOT 5 BLOCK 2, LOT 6 DEARMOUN #2 DEARMOUN #2 SEPTIC AREA HOUSE _1 _J BLOCK 1, LOT 4 DEARMOUN #2 ABANDONED SEPTIC r SEPTIC AREA AREA �- CONTRACTOR SHALL HAVE WATER LINE LOCATED / PRIOR TO WORK 10'LOT LINE SEPARATION REMOVE EXISTING ZF ,003 GALLON TANK 200'CLASS A WELL RADIUS LU PROPOSED 1000 Z > <I HOUSE GALLON TANK I L W , iH L1 // W - 1 w No Cu)' h� $ = J J (/) o, _, ,I / HOUSE � .u, o BLOCK 1, LOT3 i ' / SEPTIC LU 'NATERIInE�, - I AREA Nev/DEARMOUN #2 ZITTLFT LINE SEPARATION SEPTIC AREAr BLOCK 2, LOT 7 DEARMOUN#2 1-1—j- / r BLOCK 2, LOT 3 .•r. •'4•f41 10 DEARMOUN #2 1 ii .. .'� • 4 . TM 36)\ *+ I r4 / BLOCK 1, LOT 2O' DEARMOUN #2 \— :di, • • • •, SETH F.ANDERSEN A'' ' NiNo. CE12170 ,. .11 .1' I, , /�TF�•. 6.15..18. .•��r .I,I N ,I, llv°PROFESSIONF�.� , �� SCALE: 1"=50'-0" \ �k�\\��-*ql- STRUCTURAL DESIGN I PROJECT MANAGEMENT I CONSULTING ARETE, LLC 101 w. harvard avenue I anchorage, alaska 99501 I 907.441.5772 I arete.seth@gmail.com TITLE: LOT 4, BLOCK 2, DEARMOUN #2 SEPTIC TANK REPLACEMENT-SITE PLAN 001 DATE: 6/15/18 DRAWN BY:SFA CHECKED BY:SFA CLIENT: DEARMOUN FLAT CONTRACTOR SHALL HAVE WATER LINE LOCATED PRIOR TO WORK 10' LOT LINE SEPARATION EXISTING I 1000 GALLON TANK I PROPOSED 1000GALLON TANK DOUBLE CLEANOUTS Z I2-BED O Z HOUSE QI /REMOVE - \ FLAT W — .,0 \ 10) w r 1 ..� W I k CO p �TH IL1.1} / Z \\\\ MT w F- J I / H VERIFY/PROVIDE \\\\I N H 8 FNDN CLEANOUT I �\, 0 I halo o I FLAT \;1\ u b / c \ O ABANDON \ a / EXISTING FIELD \�\\ 16'MIN cC I WATER LINE EXISTING C.O. CO I / 200'WELL RADIUS / 10' LOT LINE SEPARATION / I / Al ' c FLAT / --V'i SCALE: 1"=20'-0" / DESIGN CRITERIA: RESIDENCE 2-BED 3000PD GM-SILTY GRAVEL �' OF A�gs1 k A • TH • y 300.0 GPD 6.0 MINANCH 0.8 GPD/FT2 � /\ '* I/ DRAINFIELD DESIGN: MAXIMUM DEPTH: 10.0 feet EFFECTIVE DEPTH: 7.0 feet SETH F.ANDERSEN : SIZE OF SEPTIC TANK: 1000 gallon WIDTH: No. CE12170 • �� WIDTH: 2.5 feet sT/ •. 6-15-18 .•*. ^r LENGTH: 28.0 feet �Rl DpROFSSIONQ_. ‘‘\\��~ STRUCTURAL DESIGN I PROJECT MANAGEMENT I CONSULTING ARETE, LLC 101 w. harvard avenue I anchorage, alaska 99501 I 907.441.5772 I arete.seth@gmail.com TITLE: LOT 4, BLOCK 2, DEARMOUN #2 SEPTIC TANK REPLACEMENT-PROPOSED SEPTIC DESIGN 002 DATE: 6/15/18 DRAWN BY:SFA CHECKED BY:SFA CLIENT: DEARMOUN 4" DIA. PVC PIPE WITH FERNCO CLEANOUT CAP & CLAMP OR APPROVED EQUAL. EXTEND 2' ABOVE GRADE (TYP) 48" RECOMMENDED FILL. WHERE FILL IS LESS THAN 48" PROVIDE 2" EXTRUDED POLY—STYRENE INSULATION. MINIMUM SOIL COVER SHALL NOT BE REDUCED TO EXTRUDED POLYSTYRENE LESS THAN 24" (MOUND FILL TO ALLOW FOR SETTLEMENT) I 1III 111=1 111=111=111=111=111- 1 1 T I :,, * I I 1=1 I I III-1 I I ,III- 11 ,:;.e,, I I-111-1"— =1 -- 1=111`A`s :�' ` 1-1 1 1- 1-I�•�" zNz. _I 11- -111E: INSITU FILL MATERIAL SEPTIC TANK 24" 1000 GAL. X SLOPE AS NECESSARY TO PROVIDE SAFE EXCAVATION I I I-1•`•' NSF COMPACTED FILL =111— MATERIAL 1=1112" -1 I 1—I =111-1 i=I=' i 1=111=11111. .1I11I1-11,- L6" MIN. BEDDING SAND MATERIAL fCLEANOUT WITH FERNCO CAP 4" SCH. 40 PVC m 2" EXTRUDED POLYSTYRENE PIPE (TYP.) INSULATION REQUIRED WHERE SOIL ACCESS PORTS COVER IS LESS THAN 48". SOIL WITH COVERS COVER SHALL NEVER BE LESS THAN 24" WHEN INSULATION IS USED. %/ i \i\\\mo \ - 4'MIN. Ii \\\i i : \\\--.--.\ \.)"'"\\\--- \ '7-- -r\---- \\\mo \\�`' \iii\ - ' �.X 4' I \ , I I 0' _ 1!:• I S :� - •°'1�� TO ABSORPTION FIELD 4" SEWER LINE 2" MIN. 4" PVC SEWER FLOW FROM HOUSE SLOPE=2% FERNCO COUPLING OR __ APPROVED ilA� 1 1000 GALLON 2 ' '' of A` \lk COMPARTMENTS MIN. 40% ? . . • • . • • . !qP.111— i STEEL SEPTIC TANK LIQUID ��P ' •,x-16 LEVEL C• I • TM A\ .. �? 213EJ( , 10. L / SEPTIC TANK DETAIL SETH F.ANDERSEN roof:�•• No. CE12170 •••�� sTF •. 6-15-18 .•'�v� \ ` NOT TO SCALE lkll�PROFESSIONP�,` STRUCTURAL DESIGN I PROJECT MANAGEMENT I CONSULTING ARETE, LLC 101 w. harvard avenue I anchorage, alaska 99501 I 907.441.5772 I arete.seth@gmail.com TITLE: LOT 4, BLOCK 2, DEARMOUN#2 SEPTIC TANK REPLACEMENT -SEPTIC TANK 003 DATE: 6/15/18 DRAWN BY:SFA CHECKED BY:SFA CLIENT: DEARMOUN GRADE AROUND FIELD MT CO TO PROVIDE FOR r--I MOUND AS SURFACE DRAINAGE REQUIRED AWAY FROM ABSORPTION FIELD 4"MIN TOP SOIL AND SEED '161111111111111111 // 2' MINIMUM SOIL COVER WITH //\� / N*1 i \\ �� 2" OF RIGID INSULATION o -/\ I i 2" POLYSTYRENE INSULATION 'v I i '8,$ 131 18 GEOTEXTILE FABRIC $ 'D 134" PERFORATED PVC PIPE `8,I 13, LAID LEVEL WITH HOLES ORIENTED DOWN. CAP END b �� OF PIPE. 13. IN`81 ��'8 COURSE SEWER ROCK 198' $ 13 BACKFILL 13) 13,,131 40'8 13213'13 98) 2k///\ 30" W / TYP. } w ow aID Q ZC zZ �.�t\\\A`, m o -,��OF AL,qkl, w �,�P.. j •F- 1 j�. ATH %� • 9 14l es1410404_,L. SETH F.ANDERSEN : e 1 j DRAINEIELD TRENCH SECTION 0� �`,�-sT op. �� NOT TO SCALE I°kiFF1)PROFESSI0.kt\Lr STRUCTURAL DESIGN I PROJECT MANAGEMENT I CONSULTING ARETE, LLC 101 W. harvard avenue I anchorage, alaska 99501 I 907.441.5772 I arete.seth@gmail.com TITLE: LOT 4, BLOCK 2, DEARMOUN #2 SEPTIC TANK REPLACEMENT-TRENCH SECTION DATE: 6/15/18 DRAWN BY:SFA CHECKED BY:SFA CLIENT: DEARMOUN 004 Municipality of Anchorage (Et4L) Development Services Department i�P� •''''••:".16.4--10 • Building Safety Division iv'co. '1 ,J On-Site Water and Wastewater Program /*.• 9TH * y • / �• 4700 Elmore Road •-— P.O. Box 196650 Anchorage,AK 99507 www.ci.anchoraoe.ak.us 6 SETH F.ANDERSEN (907)343-7904 t')1<'2' . No.CE12170 •cc`+ % 1 .• 5/31/18 5/31/18 ••• A Soils Log - Percolation Test ��1��\`s„�:— Performed For: Donald DeArmoun Date Performed:May 9. 2018 Legal Description: DeArmoun Sub'd#2, Block 2, Lot 4 Township,Range,Section: Slope Site Plan Depth (Feet) 1- ORG SURFACE ORGANICS 2- GM WELL GRADED GRAVEL WITH SILT, DRY, TAN —FLAT .-- —SEE ATTACHED SITE PLAN � — 3 SM POORLY GRADED SAND WITH SILT, DRY, LT. GRAY 4- 5- 6- 7- 8- WAS GROUND WATER 9- ENCOUNTERED? NO S 10- IF YES,AT WHAT DEPTH? N/A L WELL GRADED GRAVEL Depth to Water After °FLAT 11- GM WITH SILT AND COBBLES Monitoring? 15.0 FT E TO 12” DIAMETER, DRY, TAN 12- Date: 5-30-18 _ 13- 14- Reading Date Gross Time Net Time Depth to Water Net Drop 1715.5' WATER 15- LEVEL OBSERVED 1 5-9-18 2:49 - 6 MAY 30, 2018 16- BOTTOM OF HOLE 2 5-9-18 3:19 30 11 1/2 5 1/2 AT 16.0' BELOW 3 5-9-18 3:19 6 17- GRADE, NO WATER 18- 4 5-9-18 3:49 30 11 5 19- 5 5-9-18 3:49 - 6 - 20- 6 5-9-18 4:16 30 11 5 PERCOLATION RATE 6.0 (minutes/inch) PERC HOLE DIAMETER 6-inches TEST RUN BETWEEN 4.0 FT AND 4.5 FT COMMENTS none PERFORMED BY: S.Andersen I Seth Andersen, P.E. CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 5-31-18 8474 Lot 5 I N89°56'W 120.00 30 Lot 6 IWood fence(typ) LU , 4400 27.5 LU �, 2 StoN a o -e` 6.0 Frame W 4Tree E. O— a rn a,e/ 111-2;00use U, E rn v) . ° ccoo o • Lot 4 w W - a 25'5 .:\ co I co —23.7—.(31 tic vent w=. CN Q I o O o Lot 7 as Z Z • co v H I H I 30 N89°56'W 120.00 Lot 3 I I _��"` � ' AS-BUILT NO CORNERS SET THIS DATE P\�'• OF •'4(:9s t, I hereby certify that I have performed a Mortgagee's inspection �" .' 4..- ♦.f- of the following described property: LOT 4, BLOCK 2, ow �?' 49t•h � 17 // DE ARMOUN SUBDIVISION No.2 .0?../, .oo .�r Anchorage RecordingPrecinct,Alaska,and that the / ••• / improvements situated thereon are within the property lines / c•♦ et L. alatko ,,. / and do not overlap or encroach on the property lying / s. •• 8036 - LS •,• '��A. 40, adjacent thereto,that no improvements on the property lying 4� . . 5 ..lw adjacent thereto encroach on the premises in question and 1 • • • • .0.1‘.0 that there are no roadways,transmission lines or other I ',0FEssIot4A'- ''`,, visible easements on said property except as indicated I%\\•� hereon. SCALE: 1"= 30' Dated at Anchorage,Alaska EASEMENTS OF RECORD,OTHER THAN•l l � this 8th day of JUNE ,2018. THOSE SHOWN ON THE RECORDED FRED WALATKA&ASSOCIATES,L.L.C. PLAT ARE NOT SHOWN HEREON FB 18-6, pg 7 BE 807.248-1666 Engineers and Surveyors UNLESS OTHERWISE NOTED. BLOCK 1, LOT 2 DEARMOUN #2 BLOCK 1, LOT3 DEARMOUN #2 BLOCK 1, LOT 4 DEARMOUN #2 BLOCK 1, LOT 5 DEARMOUN #2 BLOCK 2, LOT 3 DEARMOUN #2 SEPTIC AREA 200' CLASS A WELL RADIUS 10' LOT LINE SEPARATION 10' LOT LINE SEPARATION10' LOT LINE SEPARATION10' UTILITY EASEMENTREMOVE EXISTING 1000 GALLON TANK HOUSE ABANDONED SEPTIC AREA SEPTIC AREA HOUSE TRAILER SEPTIC AREA BLOCK 2, LOT 5 DEARMOUN #2 BLOCK 2, LOT 6 DEARMOUN #2 BLOCK 2, LOT 7 DEARMOUN #2 HOUSE SEPTIC AREA PROPOSED 1000 GALLON TANK MATHEWS DRIVEMATHEWS DRIVE VACANT TH WATER LINE CONTRACTOR SHALL HAVE WATER LINE LOCATED PRIOR TO WORK 16' MIN PROPOSED 28' FIELDCO MT ABANDON EXISTING FIELD EXISTING C.O. CO MT 001 LOT 4, BLOCK 2, DEARMOUN #2 SEPTIC TANK REPLACEMENT - SITE PLAN DATE: TITLE: DRAWN BY:CHECKED BY: STRUCTURAL DESIGN | PROJECT MANAGEMENT | CONSULTING ARETE, LLC 101 w. harvard avenue | anchorage, alaska 99501 | 907.441.5772 | arete.seth@gmail.com CLIENT: SETH F. ANDERSEN No. CE12170 6-15-18 N SCALE: 1" = 50'-0" 10' LOT LINE SEPARATION 10' LOT LINE SEPARATION10' LOT LINE SEPARATION10' UTILITY EASEMENTREMOVE EXISTING 1000 GALLON TANK 2-BED HOUSE PROPOSED 1000 GALLON TANK TH 16' MIN DOUBLE CLEANOUTS PROPOSED 28' FIELDCO MT 200' WELL RADIUS CONTRACTOR SHALL HAVE WATER LINE LOCATED PRIOR TO WORK WATER LINE ABANDON EXISTING FIELD VERIFY/PROVIDE FNDN CLEANOUT EXISTING C.O. CO MT FLAT FLAT 7% FLAT FLAT FLOW CALCULATIONS TOTAL BUILDING CATEGORY DAILY FLOW SOIL CLASSIFICATION ABSORPTION FIELD SIZE DAILY FLOW PERCOLATION RATE: APPLICATION RATE SIZE OF FIELD 375 FT2 002 LOT 4, BLOCK 2, DEARMOUN #2 SEPTIC TANK REPLACEMENT - PROPOSED SEPTIC DESIGN DATE: TITLE: DRAWN BY:CHECKED BY: STRUCTURAL DESIGN | PROJECT MANAGEMENT | CONSULTING ARETE, LLC 101 w. harvard avenue | anchorage, alaska 99501 | 907.441.5772 | arete.seth@gmail.com CLIENT: SETH F. ANDERSEN No. CE12170 6-15-18 N SCALE: 1" = 20'-0" 12" MIN.L 2/3 L 4' MIN. 003 LOT 4, BLOCK 2, DEARMOUN #2 SEPTIC TANK REPLACEMENT - SEPTIC TANK DATE: TITLE: DRAWN BY:CHECKED BY: STRUCTURAL DESIGN | PROJECT MANAGEMENT | CONSULTING ARETE, LLC 101 w. harvard avenue | anchorage, alaska 99501 | 907.441.5772 | arete.seth@gmail.com CLIENT: SETH F. ANDERSEN No. CE12170 6-15-18 6' MIN TOIMPERMEABLE LAYER30" TYP.4' MIN. TOGROUNDWATER7' - 0"4' - 0" MIN004 LOT 4, BLOCK 2, DEARMOUN #2 SEPTIC TANK REPLACEMENT - TRENCH SECTION DATE: TITLE: DRAWN BY:CHECKED BY: STRUCTURAL DESIGN | PROJECT MANAGEMENT | CONSULTING ARETE, LLC 101 w. harvard avenue | anchorage, alaska 99501 | 907.441.5772 | arete.seth@gmail.com CLIENT: SETH F. ANDERSEN No. CE12170 6-15-18 W ' Of , 01 Cn 3: W Q �I I 0 C) 0 rn CU CV c`7 0 0 C) C:) z Lot 5 N89056'W 120.00 Wood fence (typ) 27.5 I 5;0, 2 StoN ��e 6 Frame w ree o O Lot 4 '0 25.5 --23.7 eptic vent o � 30 N89056'W 120.00 OF.q� AW s �'•• 00 49th tLolf zabeat¢ka••:v �j/ .w `t'r� • 8036 - LS • jw .w �Of�SSiaNpL vP � SCALE: V= 30' EASEMENTS OF RECORD, OTHER THAN p ,� THOSE SHOWN ON THE RECORDED PLAT ARE NOT SHOWN HEREON FB 18-6, pg 7 UNLESS OTHERWISE NOTED. Lot 3 Lot 6 O o— — co (D 04 M 0 C) Lot 7 0 z AS -BUILT NO CORNERS SET THIS DATE I hereby certify that I have performed a Mortgagee's inspection of the following described property:_ LOT 4, BLOCK 2. DE ARMOUN SUBDIVISION No.2 Anchorage Recording Precinct, Alaska, and that the improvements situated thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the premises in question and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated at Anchorage, Alaska this 8th day of JUNE 2018. FRED WALATKA & ASSOCIATES, L.L.C. BE 907-248-1666 Engineers and Surveyors Ql.AzrEQ J, 1 MUNICIPALITY OF ANCHORAGE \l DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street • Anchorage, Alaska 99501 Telephone 264-4720 ONSITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME (� VQ\G b PHONE 3ylj —�3Z7 ❑NEW 1AUPGRADE MAILING ADDRESS Qo)(. 7wB E S E q 0 LEGAL DESCRIPTION �-� g -z of AQ�uti � z sla LOCATION NO. OF BEDROOMS DISTANCE TO:Manufacturer Well Absorption Brea Dwelling PERMIT NO. 0�,7 � ^E�RMaterial 1CLiq. STEE`No, of compartments /Z mt�2 capacity in gallons IF HOMEMADE: I^side length Width 1 1V Liquid tlepthNin DISTANCE TO: Dwelling PERMIT NO. Manufacturer Material Liquid capacity in gallons O W = DISTANCE TO: Well Foundation Nearest lot line PERMIT NO.�� j M Z H 2 W No. of lines Length of each line Total length of li es Trench width tl 1 inches Distance between lines tj 2 f p Top of tile to finish grade 3 \ O st Material beneath tile t O \1 inches Total effective absorption area W (2 Length Width Depth PERMIT NO. a Type of crib CM e r Crib depth Totel effective absorption area Go DISTANCE TO: well Building foundation Nearest lot line J J Class Dawn Driller Distance to lot line PERMIT NO. W DISTANCE TO: OuililinifiRdation Sewer line Septic tank Absorption steals) OTHER E PIPE MATERIAL SOIL TEST RATING LL ' 8 J S s sE INSTALLER`` IV TD1J REMARKS tl 1 FT � FT \ 8\ 0 1`l L O rc ED DATE Q LEGAL Z � O 72-013 (Rev. 3/78) r y i_i tJ I C I FrI T •T' vD F= F -i r4 C F-1 tom^ A DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECT 825 'L' STREET, ANCHORAGE, At'. 9950In J 264-4720 �(>( ) t-1tJ—=ITE �ELJE d �_�PGF? HGE g�_F /Efl :F=Zr�IZT {✓ g�aj' PERMIT NO. ( 780777 ) / P. 1,ap APPLICANT BRIG MORGAN BOX 268E SRA ANCHORAGE 99507 344-1327 LOCATION IN OLD HOG FARM SUED LEGAL L4 B2 DEARMOUN #2 SUBD LOT SIZE 10750 SQUARE FEET TYPE OF SOIL ADSOP.BTION SYSTEM IS: DRAINFIELD MAXIMUM NUMBER OF BEDROOMS = 02- SOIL EATING (SO FTIBR)= 85 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: C•EPTF-F= to LEtJC3TH= 11 IV GF= F %I EL_ E>EnF IF VA _ THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE .TRENCH OR DR.AINFIELD. THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET). THE IFFRErJCH LJ I EJTH I 15. IDfEl0 FEET THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET). FR I=G�U I F=:EI:> ' EPT I r- TFir-4K I 2:E= Zr-1rnri 1:3FiLL0r-4 c PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. --- TWr C 2 7 I rJ= F•ECT I ntJ- FiF?E F=-:Er!i_I I F-_ F-_- --- BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN A WELL AND ANY OH -SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR A PRIVATE WELL; OR 150 TO 200 FEET FROM A PUBLIC WELL DEFENDING UPON THE TYPE OF PUBLIC WELL. OTHER. REQUIREMENTS MAY APPLY. SPECIFICATION_ AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. [='[=- F,: I T EXF' I F2E' G•ECEt•1E= E: F* M:1: 1 �_?'•^_• I CERTIFY THAT 1: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. 3: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN 3 BEDROOMS. SIGNED: --- g��._ PPL ''j',NT BRIG MORGAIV ISSUED BV_ - - -___--DATE-S1?Z ___ V3. 2 Nom f F-If1 Absoe�,oa rnq Foe 2 �R. pNL`f ^ Ci SOILS LOG MUNICIPALITY OF ANCHORAGE r 1 / \ DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION ❑ PERCOLATIONTEST Pouch 6650. Anchorage, Alaska 99502 2763221 SOILS LOG — PERCOLATION TEST PERFORMED FOR:;t.l Oh �'•�' `^-' DATE PERFORMED: Al • C/ LEGAL DESCRIPTION' / �� // /�`-'C' / L�}qr t L)e 49 JH #a1. DEPTH SLOPE SITE PLAN _ Ikj (FEET) P1 �i I I i i _ - -- _ 1 8- 9- 10- 011 COMMENTS Data 11 Net Time 12- 21314 Net Drop 13- 14 15- 5 16- 1617 17 18- 81920 19- 20- COMMENTS PERFORMED BY: 72 000(7/76) WAS GROUND WATER ./� 1 S . ENCOUNTERED? O / P - - E- -- .--. ..— IF YES, AT WHAT 1 .. _.. DEPTH? I Reading Data Gross Time Net Time Depth to Water Net Drop I PERCOLATION RATE TEST RUN BETWEEN FT AND CERTIFIED BYI_— (minutes/inch) FT DATE: D b Fr S " i, &E Cleo s� Ct C -o O C4 i ¢_n b PLO SIIC SµMP 9 �n hlai% Auu�iin-r MUNICIPALITY OF ANCHORAGE DEPT. C. 1 -1117 FA 1, :a -C1ION DEPARTMENT OF HEALTH d ENVIRONMENTAL PROT10*1C*'`;"r-`lT'AL Lot 4 Block 2 DeArmoun 828 L Street • Anchorage, Alaska 99501 STREET LOCATION APR 17 ENVIRONMENTAL ENGINEERING DIVISION S. TYPE OF RESIDENCE Telephone 2644720 RECEIVED REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all pans on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1. PROPERTY OWNER HAROLD AND JUNE TIVARMAIIN ❑ MULTIPLE FAMILY PHONE MAILING ADDRESS _ Box 278 SRA, Anchorage, Alaska 99507 ' ATTACH WELL LOG. A well log is required for all wells drilled PROPERTY RESIDENT (If different from above) Lot 4 Block 2 DeArmoun Subd. NO. 2 PH NE NHN Matthews Drive, Anchorage, Alaska S. SEWAGE DISPOSAL SYSTEM 2. BUYER ealfindividual/on•site,give installation date 7/78 PHONE Donald M. DeArmoun ❑ PUBLIC UTILITY 349-2292 MAILING ADDRESS SRA Box 278, Anchorage, Alaska 99507 S. LENDING INSTITUTION _ PHONE Alaska Mutual Savings Bank 274-3561 MAILING ADDRESS 0. Box 1120, Anchorage, Alaska 99510 ext XM c? -5V 4. REALTOR/AGENT PHONE none MAILING ADDRESS S. LEGAL DESCRIPTION - Lot 4 Block 2 DeArmoun Subd. No. 2 STREET LOCATION NHN Matthews Drive S. TYPE OF RESIDENCE NUMBER F BEDROOMS ❑ One ❑ Four ❑ Other ® SINGLE FAMILY ® Two ❑ Five ❑ MULTIPLE FAMILY ❑ Three ❑ Six 7. WATER SUPPLY _ ❑ INDIVIDUAL' ' ATTACH WELL LOG. A well log is required for all wells drilled ® COMMUNITY since June 1975. For wells drilled prior to that date, give well ❑ PUBLIC UTILITY depth (attach log if available.) S. SEWAGE DISPOSAL SYSTEM IM INDIVIDUAL/ON-SITEae ealfindividual/on•site,give installation date 7/78 If system is over two (2) years old an adequacy test is required ❑ PUBLIC UTILITY by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010(3/78) THIS SIDE FOR OFFICIAL USE ONLY . INSPECTION APPOINTMENTS DATE RECEIVED TIME TIME TIME DATE DATE DATE INSPECTOR INSPECTOR INSPECTOR DIRECTIONS: 1. TYPE OF RESIDENCE ❑ SINGLE FAMILY ❑ MULTIPLE FAMILY NUMBER OF BEDROOMS ❑ ONE ❑ THREE ❑ FIVE ❑ OTHER ❑ TWO ❑ . FOUR ❑ SIX 2. WATER SUPPLY ❑ INDIVIDUAL ^�(t COMMUNITY S a o ❑ PUBLICUTILITY Connection Verified PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM ❑INDIVIDUAL/ON -SITE ❑PUBLIC UTILITY Connection Verified PERMIT NUMBER DATE INSTALLED N - i INSTALLER SOILS RATING ❑Septic Tank or ❑ Holding Tank Size: ) Ei0 O If Tank is homemade give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES WELL TO: Septic/Holding Tank AbsorptWn Area Sewer Line rest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS 6—APPROVED FOR Z BEDROOMS ❑ CONDITIONAL APPROVAL (letter must accompany certificate) ❑ DISAPPROVED DATE +'�-`'� BY Title LEGAL DESCRIPTION 72010 (Rev. 3778) MUNICIPALITY OF ANCHORAGE Development Services Department -., ` Phone: 907-343-7904 On-Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On-Site Systems Approval Parcel I.D. 018-401-33 .. Expiration Date: /-2-_-&- 12 1. GENERAL INFORMATION Complete legal description DeArmoun Sub'd #2, Block 2, Lot 4 Location (site address) 3624 Matthews Drive Current property owner(s) Donald DeArmoun c/o Suburban Realty Day phone 248-3606 Mailing address 4903 Spenard Road, Anchorage, AK 99517 Real estate agent Mary Cox Day phone 2. TYPE OF DWELLING: 0 Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 2 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well ❑ Private Septic 0 Water Storage ❑ Holding Tank ❑ Community Well LI Community ❑ Public Water System ❑ Public Sewer ❑ Waiver request for: Distance: AReceived by: Date: 1-46,—143 COSA to be released to the engineer. unless otherwise requested by the engineer. cC COSA Fee $ --' e-,g -' Waiver Fee $ Date of Payment (F/ .. 1 13 Date of Payment Receipt Number ((`) (, '3t( Receipt Number COSA# Cr i 0 S Waiver# 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm Arete, LLC Phone 907 441 5772 Address 1017 N Street, Anchorage, AK 99501 Engineer's Printed Name Seth Andersen Date 8/2/18 ffTH OF q�gs�k *'lm 6. DSD SIGNATURE . . . . . System #1 Approved for 2-- bedrooms • • • • SETH F.ANDERSEN 5 System #2 Approved for bedrooms rO fF ••<Z.;;' '• No.CE12170 f �Jl•. Sala .••VAg Disapproved11'``D,i. • • • SIONP�� Conditional approval for - bedrooms, with the following stipulate -7 WATER AND WAS tnGRAR ..r. PR Original Certificate Date: q��p� The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory n/a Septic System Advisory new Arsenic Advisory n/a Well Flow Advisory community Other - COSA Checklist blue sheet COSA Checklist Legal Description: DeArmoun Sub'd#2, Block 2, Lot 4 Parcel ID: 018-401-33 If more than 1 septic system on lot: COSA Checklist# 1 of 1 Structure served by this system 1 A. WELL DATA (Class A Community Well) ❑ Well log is filed with Onsite (or attached) Well production at time of test gpm Date drilled Water storage tank volume _ gallons Total depth ft Well disinfected for coliform test? ❑ Yes ❑ No Cased to ft ❑ Coliform bacteria is Negative ❑ Sanitary seal is functioning correctly Nitrate mg/L ❑ Nitrate less than MRL (ND) ❑Wires are properly protected Arsenic ug/L ❑ Arsenic less than MRL (ND) Casing height(above ground) in. Collected by Date of flow test for COSA Date of Sample Static water level at beginning of test ft. Comments Community Well PWSID No. 211936 B. TANK DATA C. LIFT STATION Age of tank(s) 0 years ❑ Required maintenance completed Tank type/material HDPE Age of lift station years 0 Standpipes/foundation cleanout per record drawing Lift station material Date of pumping N/A- new install 7/13/18 Comments: n/a no lift station D. ABSORPTION FIELD DATA new field 7/13/18 Which system tested (date installed) Adequacy test date El ALL standpipes present per record drawing Results ❑ Pass For bedrooms Total measured depth from grade 10.1 ft(max) Fluid depth prior to test in Measured depth to pipe invert from grade 3.16 ft(min) Water added gal ❑ N/A—pressurized field New depth in 0 Monitor tubes go to bottom of drainfield. If not, state Elapsed time min depth into effective ❑■ Code-required soil cover over field (with 2" insulation) Final fluid depth in ❑ System presoaked n/a - new system Absorption rate gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment(past 12 months) date of test) Gallons introduced gallons If yes, enter date Comments/Deficiencies: Newly installed tank and absorption field on 7/13/18 COSA Checklist yellow sheet E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required ori community well Septic Tank/Lift Station on Lot > 100' Community Sewer Manhole/Cleanout> 100' M200+Yes if No ft ❑ Yes if No n/a ft Neighboring Tank> 100' ❑ Yes if No n/a ft Private Sewer/Septic Line > 25' ❑ Yes if No n/a ft Absorption Field on Lot > 100' ❑ Yes if No n/a ft Holding Tank > 100' ❑ Yes if No n/a ft Neighboring Absorption Fields > 100' Animal Containment> 50' ❑ Yes if No n/a ft ❑ Yes if No n/a ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ❑ Yes if No n/a ft ❑ Yes if No n/a ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ❑Yes if No ft Surface Water> 100' ❑i es if No ft Property Line > 5' ■a) if No ft Driveway/Parking > 0' ❑ es if No, comment Absorption Field > 5' 1:1Yes if No ft Wells on Adjacent Lots: Water Main > 10' 0 c if No n/a ft Private Wells > 100' [Me s) if No n/a ft Water Service Line > 10' ■O if No ft Community Wells > 200' DM if No ft From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' ❑ Yes if No ft Driveway/Parking > 0' ❑i es if No, comment Property Line > 10' 111€1) if No ft Wells on Adjacent Lots: Water Main > 10' ❑� if No n/a ft Private Wells > 100' ❑ es if No n/a ft Water Service Line > 10' [AD if No ft Community Wells > 200' ElYes if No ft Surface Water> 100' 0O if No ft F. ENGINEER'S COMMENTS complete new septic tank, field, and piping on 7/13/18. Property is serviced by community well PWSID No 211936 G. ENGINEER'S CERTIFICATION Q' 4 ‘q 1, li I certify that I have determined through field inspections and review Q• • ,7 of Municipal records that the above systems are in conformance with /�� 9,4 MOA COSA guidelines in effect on this date. yk • ,9zTH�,F;E; S, •.* / /F SETH F.ANDERSEN ri f'F••• No. 0E12170 ••`. � 1 �sF• • SUMS . ••�c;i COSA Checklist yellow sheet 1,l;OPROFESSt0NA��+ `V\\\.- ~1 8474 Lot 5 30 } N89°56'W 120.00 Lot 6 v I - Wood fence(typ) �R 2T.5 W 1-5.2uk U, 2 Story Lot 4 O e 5. frame w Tree c O— fX O c,' q$ 0 \15pCV`1 - E O 0 d ao a) rn CO ttl-kOUSe iil O as,.0o ° w W _ i's) 5 Z.0 23 7 `s 25 ent 7- N i M C7 O < � o b 0o Lot 7 1 z 0 Z 0 I 30 N89°56'W 120.00 Lot 3 `````\ RECERTIFIED 8-15-18 ,L __ OF AS-BUILT NO CORNERS SET THIS DATE ARAI ��' •AC;9s #/ I hereby certify that I have performed a Mortgagee's inspection �P••• ` 'f of the following described property: LOT 4, BLOCK 2, "I"'000t �?• 49th I\ �, DE ARMOUN SUBDIVISION No. 2 A f •••• 1 C. Anchorage Recording Precinct,Alaska,and that the t� / improvements situated thereon are within the property lines �c'' lizabeth L. Walatka .p / and do not overlap or encroach on the property lying ,� '��F •• 8036 - LS •••J2' adjacent thereto,that no improvements on the property lying .pF • • C2 /Mr adjacent thereto encroach on the premises in question and 0 pR • • ,, • • •�0,0 that there are no roadways,transmission lines or other 1 °�SS100L .; visible easements on said property except as indicated SCALE: 1"= 30' , ‘�X�N:‘ hereon. Dated at Anchorage,Alaska Ei EASEMENTS OF RECORD, OTHER THAN �'-i this 8th day of JUNE ,2018. THOSE SHOWN ON THE RECORDED FB 18-6, pg 39 FRED WALATKA&ASSOCIATES,L.L.C. PLAT ARE NOT SHOWN HEREON Engineers and Surveyors UNLESS OTHERWISE NOTED. FB 18-6, pg 7 BE 907-248-1666 MUNICIPALITY OF ANCHORAGE Development Services Department \ t Phone: 907-343-7904 On-Site Water & Wastewater Section \ Fax: 907-343-7997 Certificate of On-Site Systems Approval Parcel I.D. 018-401-33 Expiration Date: G-2,0 ` I C( 1. GENERAL INFORMATION Complete legal description DeArmoun Sub'd #2, Block 2, Lot 4 Location (site address) 3624 Matthews Drive Current property owner(s) Donald DeArmoun c/o Suburban Realty Day phone 248-3606 Mailing address 4903 Spenard Road, Anchorage, AK 99517 Real estate agent Mary Cox Day phone 2. TYPE OF DWELLING: E Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 2 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well ❑ Private Septic Water Storage ❑ Holding Tank ❑ Community Well Community ❑ Public Water System ❑ Public Sewer ❑ Waiver request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 2 C,Y Waiver Fee $ Date of Payment gPi ty Date of Payment Receipt Number d G i Receipt Number COSA# OSC ( e(3 ' ( Waiver# 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation. based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm Arete, LLC Phone 907 441 5772 Address 1017 N Street, Anchorage, AK 99501 Engineer's Printed Name Seth Andersen Date 5/30/19 ALe �kt �oP 1A� , *: 4TH •* 6. DSD SIGNATURE / • • • / • • • X' System #1 Approved for 7 bedrooms ? �• • • • • • f • SETH F.ANDERSEN System #2 Approved for bedrooms f+ /F,•. No.CE12170 � •5•13•0•1,•4 .•• Disapproved k,;FPROFESSIONP�� Conditional approval for bedrooms, with the following stipulatl �s: -- l` T (SOF (/(( f Ii Ct1-. 4 ON-SITE WATER AND E WASTEWATER PROGRAM 1i SERV1C-;0 \\ By: V� � Original Certificate Date: 5--3 1 -1 4' The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineers work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory n/a Septic System Advisory new Arsenic Advisory n/a Well Flow Advisory community Other - COSA Checklist blue sheet COSA Checklist Legal Description: DeArmoun Sub'd #2, Block 2, Lot 4 Parcel ID: 018401-33 If more than 1 septic system on lot: COSA Checklist# 1 of 1 Structure served by this system 1 A. WELL DATA (Class A Community Well) ❑ Well log is filed with Onsite (or attached) Well production at time of test gpm Date drilled Water storage tank volume gallons Total depth ft Well disinfected for coliform test? ❑ Yes ❑ No Cased to ft ❑ Coliform bacteria is Negative ❑ Sanitary seal is functioning correctly Nitrate mg/L ❑ Nitrate less than MRL (ND) ❑ Wires are properly protected Arsenic ug/L ❑ Arsenic less than MRL (ND) Casing height(above ground) in. Collected by Date of flow test for COSA Date of Sample Static water level at beginning of test ft. Comments Community Well PWSID No. 211936 B. TANK DATA C. LIFT STATION Age of tank(s) 0.5 years ❑ Required maintenance completed Tank type/material HDPE Age of lift station years 0 Standpipes/foundation cleanout per record drawing Lift station material Date of pumping N/A- new install 7/13/18 Comments: n/a no lift station D. ABSORPTION FIELD DATA new field 5/20/19 Which system tested (date installed) Adequacy test date ❑■ ALL standpipes present per record drawing Results II Pass For bedrooms Total measured depth from grade 10.0 ft (max) Fluid depth prior to test in Measured depth to pipe invert from grade 3.36 ft(min) Water added gal ❑ N/A—pressurized field New depth in El Monitor tubes go to bottom of drainfield. If not, state Elapsed time min depth into effective UI Code-required soil cover over field (with 2" insulation) Final fluid depth in ElSystem presoaked n/a - new system Absorption rate gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) date of test) Gallons introduced gallons If yes, enter date Comments/Deficiencies: Newly installed tank on 7/13/18 and absorption field on 5/20/19 COSA Checklist yellow sheet E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or immunity well Septic Tank/Lift Station on Lot> 100' Community Sewer Manhole/Cleanout > 100' / 4 Yes if No ft 1:] Yes if No n 200+ a ft Neighboring Tank > 100' ❑ Yes if No n/a ft Private Sewer/Septic Line > 25' ❑ Yes if No n/a ft Absorption Field on Lot > 100' ❑ Yes if No n/a ft Holding Tank > 100' ❑ Yes if No n/a ft Neighboring Absorption Fields > 100' Animal Containment > 50' ❑ Yes if No n/a ft ❑ Yes if No n/a ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ❑ Yes if No n/a ft ❑ Yes if No n/a ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ■O if No ft Surface Water> 100' Eles if No ft Property Line > 5' MCI) if No ft Driveway/Parking > 0' 1:1 -i.) if No, comment Absorption Field > 5' ❑■ if No ft Wells on Adjacent Lots: Water Main > 10' ❑ es if No Ilia ft Private Wells > 100' 04:1) if No n/a ft Water Service Line > 10' ■O if No ft Community Wells > 200' 1:143) if No ft From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' ❑ Yes if No ft Driveway/Parking > 0' ❑Q es if No, comment Property Line > 10' ■� if No ft Wells on Adjacent Lots: Water Main > 10' ❑aw if No n/a ft Private Wells > 100' ❑t if No n/a ft Water Service Line > 10' [IC) if No ft Community Wells > 200' D) if No ft Surface Water> 100' 111Yes if No ft F. ENGINEER'S COMMENTS New septic tank installed 7/13/18, new trench installed 5/20/19. Property is serviced by community well PWSID No 211936 G. ENGINEER'S CERTIFICATION `~SOF q� �l � . gs lit I certify that 1 have determined through field inspections and review � `P. ' f- of Municipal records that the above systems are in conformance with e 6j,• Nor '••.7 TA MOA COSA guidelines in effect on this date. :4*.. a 0, -j: 00. t •• SETH F.ANDERSEN 1r 1F.• No. CE12170 ••��/ Ij�4‹..;. . 5/30/19 , ••• , A,','''' COSA Checklist yellow sheet lll �pROfESS100,\%