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HomeMy WebLinkAboutTIMBER RIDGE #1 BLK 3 LT 4Onsite File Timber Ridge #1 Block 3 Lot 4 #050-321-46 Prior to COSA approval, an encroachment permit is required from MOA right-of-way for the 1981 drainfield located partially in the utility easement. Municipality of Anchoragef On-Site Water and Wastewater Section - (907) 343-7904 1 Page ON-SITE WASTEWATER INSPECTION REPORT NOV 13 2019 Permit Number: OSP191289 PID Number: 050-321-46 Dwelling: 0 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New 0 Upgrade Name Rick and Marcia Everson ABSORPTION FIELD 0 Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound Site Address 19420 Skyline Dr Eagle River ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade 907.242.9579 4 0.6 GPD/SF 8.9 - 10.0: Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 2.9 - 4.0 Ft. Gravel depth beneath pipe 6 Ft. Subdivision Block Lot TIMBER RIDGE #1 3 4 Fill added above original grade 1.2 - 4.2 Ft. Gravel length 84 Ft. Township Range Section Gravel width 2.5 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station I Tank Line 1,008 Ft z 2 12 Ft. Well NA 100' NA NA TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Capacity Gal. Surface Water NA >100' NA NA Material Number of compartments Lot Line NA 10' NA I NA NA Foundation NA >10' NA I NA LIFT STATION Manufacturer Capacity Gal. Remarks existing 1250 gallon steel septic tank releveled and placed back in service Alarm location Electrical installed by PIPE MATERIAL House to tank D3034 drainrieldTank to D3034 Installer JRs Septic Drainfield D3034 co/MTD3034 Inspector Curtis Townsend, PE BENCH MARK (Assumed elevation) 100 ft Inspeection 7/17/19 1m 7/16/19 Location and description ction 2� 3'd 7/18/19 41h 7/31 top of front concrete step ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp �4 OF At. Conditional Approval: Date �m�q'�� • " r co 49 . �. . .... �•��„� To.P9O4 ��� �F� . Date r lApproved CE 1���® Septic System 4 ' n ^ %� -Qfx NP020 (iR l "L71_g DateNo. ��11�FOpROFESSI ' A- Nxl. N&` VVo Note: this approval does not include well permit requirements. (Rev 05/02/18) i 1 F- -1 I � '50/AO SPLITTER VALVE --------- 11 . 100' WELL/ RADIUS 1 1 \ � 6 \bIVERTER,�' VANE I \ 10 M T6I 42 C —� THs 10 MT COS r mss; 42. O SEPTIC LOCATED APPROX. 50' DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM NO. BEDROOM: 4 (600 gpd) TANK SIZE: 1250 G PERC RATE: 20 MPI SOIL RATING: 0.6 GPD/SF AREA REQUIRED: 1,000 S.F. SYSTEM TYPE: DEEP TRENCH 84' X 30" X 6' EFFECTIVE DEPTH, 4' COVER. ISTIJ e 64 x 7' ED ENM / E?NNECTED TO TEM FU 3 BR HOUSE ELEV D 1250 GAL\ T BM DOUBLE �G ` CLEANOUTS 1350' 1310 1320 LOT 5 /100' W f RADIUS I Al 00' i 1� 1 J _.�....... _ .. ..... �.. _ 1360 1. EXISTING STEEL SEPTIC TANK WAS x EXCAVATED AND EXAMINED. IT WAS FOUND TO BE IN SERVICEABLE CONDITION AND WAS PLACED BACK IN GROUND. CAPACITY WAS VERIFIED BY VISUAL \ INSPECTION AND DIMENSIONS TO BE 1250 \ GALLONS. 2. A NEW 84' LONG X 30" WIDE X 6' EFFECTIVE DEPTH ABSORPTION TRENCH WAS CONSTRUCTED. MAXIMUM DEPTH OF EXCAVATION DID NOT EXCEED 10'. 3. CARRIER PIPE IS INSULATED BELOW DRIVEWAY WITH 4" INSULATION, 2' ON EITHER SIDF OF PIPE AND 2' BEYOND 1330' DRIVEWAY 4. ALL CONSTRUCTION WAS IN ACCORDANCE WITH ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AND 15.65. C SWING TIES ON PAGE 3 As Built at Septic System Prepared for Rick and Marcia Everson 19420 Upper Skyline Dr, Eagle River Alaska 99577 TIMBER RIDGE #1 BLOCK 3 LOT 4 OSP 191289 EKLUTNA ENGINEERING, LLC DATE: 12/27/2019 19162 MOUNTAIN ROAD DRAWN: CLT CHUCIAK, ALASKA 99567 SCALE: 1" = 30' (907) 355-9820 PiD: 050-321-46 SHEET 1 OF 3 zF o� ao oz o > > > z D W z W Ln �U �i W J 1'Q z W I"< ZW mQ 0.'j � W �J HUOR1 F0 oU 07 1,250 G STEEL TANK SEPTIC SECTION SCALE 1" = 10' W O] R H Z 0 OB SM 42' x 6 Ell TRENCH 70.6 GROUNDWATER WAS MONITORED 7/3/19 AND FOUND TD BE DRY TO BOTTOM OF TEST HOLE As Built of Septic System Prepared for ,+ Rick and Marcia Everson 4W N# ..�F ��'�Si 19420 Upper Skyline Dr, Eagle River Alaska 99577��* TIMBER RIDGE #1 BLOCK 3 LOT 4 9TH OSP 191289 . ........... .................................. . EKLUTNA ENGCNEER1i�G, LLC •.........� ..... ................... • DATE: 12/27/2019 '� �� CURTIS TOWNSEND3 x 19162 MOUNTAIN ROAD DRAWN: CLT •�� ' No. CIE 1 1904 �'i ar CHUGIAK, ALASKA 99567 •' SCALE: 1" = 10' �.' (907) 355-9820 ��+t'���r ������• PID; 050-321-46 SHEET 2 OF 3 r 2.5' 35' 46% SLOPE 0' 10' 20' 30' MARK A B TANK 1 69'-4" 32' -6 - TANK 2 74'-6" 40'-10" co 6 97'-1" 86'-0" CO 7 62'-7" 73'-0" Co 8 98'-7" 96'—O" Co 9 67'--7" 87'-5" EXISTING GROUND IS APPROXIMATELY \ 52% SLOPE. PROFILE VIEW A—A 1. EXISTING GROUND ALONG THIS PROFILE LINE IS APPROXIMATELY 52%. THE: SLOPE DOWN GRADIENT OF THE SEPTIC TRENCHES WAS NOT DISTURBED. ALL EXISTING VEGETATION ON THE SLOPE WAS LEFT IN PLACE TO MEET 15.65.210 13.3.4.a.iii 2. SOILS IN THIS AREA HAVE A PERCOLATION RATE OF 20 MPI. 3. AN IMAGINARY LINE DRAWN AT 46% SLOPE, 2.5' ABOVE s INVERT OF DISTRIBUTION PIPE DOES NOT INTERSECT SLOPE OF EXISTING GROUND FOR AT LEAST 35'. 4. VIEW OF TRENCH IS ROTATED FOR CLARITY. As Built of Septic System Prepared for .** 'a t%%jj Rick and Marcia Everson .•� �� OF 4( i+ • 19420 Upper Skyline Dr, Eagle River Alaska 99577�,.�' ''' TIMBER RIDGE #1 BLOCK 3 LOT 4 ■ STH OSP 191289 ............ .............................. EKLUTNA ENGINEERING, LLC DATE: 12/27/2019 `TOOT"" "' " ...................." 00-801- c� T15 TowNSLND: OF 19162 MOUNTAIN ROAD DRAWN: CLT ,��i'i�' No. c 11904 z'--,�` CHUGIAK, ALASKA 99567 „ ^ l �Z.�r•� �` SCALE: 1 = 30 ��I+U��'+ (907) 355-9820 PID: 050-321-46 SHEET 3 OF 3 +i14 ti \ moo• ��, �4\, 24' X 10'- ASPHALT POLE ANCHOR 1081 DRIVEWAY EASEMENT z LOT 3 NOTES: - 24' X 10' POLE ANCHOR EASEMENT TIMBER RIDGE SUBDIVISION PLAT 71-299 LOT 4 BLOCK 3 LL L ENDER SURVEY & MAPPING 2890 S. BARNYARD CIR., WASILLA, AK 99654 DAYNA RUMFELT (907)301-5177 LOT 5 1. THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES THAT A SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE. UNDER NO CIRCUMSTANCES SHOULD ANY DATA SHOWN BE USED TO ESTABLISH ANY FENCE, STRUCTURE OR ANY OTHER IMPROVEMENTS. 2. ALL VISIBLE ABOVE GROUND FEATURES OF THE EXISTING SEPTIC SYSTEM WERE LOCATED AT THE TIME OF SURVEY AND ARE SHOWN HEREON. 3. () RECORD DIMENSIONS PER PLAT 71-299. 4. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST. _ 10' UTIUTY EASEMENT (N 89'54'20" E 221.82') MEADOW CANYON DRIVE LEGEND 50' WIDTH RIGHT-OF-WAY 0 FOUND REBAR r OF At \i, i S) SEPTIC VENT co • � �t (W -)WELL .• 49TH •' * �� TELEPHONE PEDESTAL q w•... • Dayna M. Rumfelt / — GUY WIRE No (S 13 ••� /� —L J POWER POLE``9Fpp { Of P ESSIONN� OVERHEAD UTILITY LOT 14 0 L-7 ASBUILT - NO CORNERS SET THIS DATE I HEREBY CERTIFY THAT I HAVE PERFORMED A SURVEY OF LOT 4, BLOCK 3, TIMBER RIDGE SUBDIVISION, PLAT NO. 71-299, ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE IMPROVEMENTS AS DEPICTED HEREON EXIST AS SHOWN IN RELATION TO THE PROPERTY LINES. EASEMENTS OF RECORD OTHER THAN THOSE SHOWN ON RECORDED PLAT No. 71-299 ARE NOT SHOWN HEREON UNLESS OTHERWISE NOTED. I DATE: 11/11/2019 I FB: 2019-1 I GRID: NW 255 1 DRAWN: DMR SCALE: 1" = 50' 1 FILE: 19-022AB 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 httpalwww.muni.orglonsite On -Site Wastewater Disposal System Permit Permit Number: OSP191289 Work Type: Septic Upgrade Tax Code Number: 05032146000 Site Legal Address: TIMBER RIDGE #1 BILK 3 LT 4 G:0255 Site Mailing Address: 19420 UPPER SKYLINE DR, Eagle River Owner: EVERSON RICHARD J & MARCIA M Design Engineer: EKLUTNA ENGINEERING, LLC" This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Effective Date Expiration Date Lot Size in Sq Ft: Total Bedrooms: er1t 1.)eI)aI.Onent 7/17/2019 7/16/2020 65121 ❑ 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 (2417)_ 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:��I'it'A ("i'lULt' Date: 7/7 � r_5 Date: % I r I 3. UMCIPAUTY 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. 050-321-46 Property owner(s) EVERSON RICHARD J & MARCIA M Day phone 907-242-9579 Mailing address 19420 Upper Skyline Drive Eagle River AK 99577 Site address same Legal description (Sub'd., Block & Lot) TIMBER RIDGE #1 BLK 3 LT 4 Legal description (Township, Range & Section) Lot Size 65,121 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field Fx_j Initial ❑ Single Family (SF) El (w/wo AD U) Septic Tank Q Upgrade 0 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 t above information is correct. I further certify that this is in accordance with applicable M riicipal Codes. r / /� T (Signature of property owner or authorized agent) Permit/Rush Fees: JC 5 0 DII Waiver Fees: Date of Payment: � � R D l Date of Payment: Receipt Numbe :q�a 3 Receipt Number: Permit No. © P I I Z9 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 OSP191289, Rebecca Carroll, 07/17/19 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191289, Rebecca Carroll, 07/17/19 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191289, Rebecca Carroll, 07/17/19 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP191289, Rebecca Carroll, 07/17/19 00 24' X 10' POLE ANCHOR EASEMENT t1b (41M 24' X 10' ASPHALT WJ POLE ANCHOR 1081'1: DRIVEWAY EASEMENT TIMBER RIDGE ^z SUBDIVISION PLAT 71-299 LOT 4 o BLOCK 3 f LOT 3 L \9ENDER SURVEY & MAPPING 2890 S BARNYARD CIR., WASILLA, AK 99654 DAYNA RUMFELT (907)301-5177 LOT 5 NOTES: 1. THIS SURVEY DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES THAT A SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE. UNDER NO CIRCUMSTANCES SHOULD ANY DATA SHOWN BE USED TO ESTABLISH ANY FENCE, STRUCTURE OR ANY OTHER IMPROVEMENTS. 2. ALL VISIBLE ABOVE GROUND FEATURES OF THE EXISTING SEPTIC SYSTEM WERE LOCATED AT THE TIME OF SURVEY AND ARE SHOWN HEREON. 3. () RECORD DIMENSIONS PER PLAT 71-299. 4. UTILITIES OTHER THAN THOSE SHOWN MAY EXIST. -------10'UTILITY EASEMENT ------ (N 89'54'20" E 221.82') i ASBUILT - Iry ori in'a v1.1 MEADOW CANYON DRIVE I HEREBY CERTIFY THAT I HAVE PERFORMED eN .wn DlruT_nr_WAV I A SURVEY OF LEGEND FOUND REBAR SEPTIC VENT WELL TELEPHONE PEDESTAL GUY WIRE POWER POLE OVERHEAD UTILITY LOT 4, BLOCK 3, TIMBER RIDGE SUBDIVISION, PLAT NO. 71-299, ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE IMPROVEMENTS AS DEPICTED HEREON EXIST AS SHOWN IN RELATION TO THE PROPERTY LINES. EASEMENTS OF RECORD OTHER THAN THOSE SHOWN ON RECORDED PLAT No. 71-299 ARE NOT SHOWN HEREON UNLESS OTHERWISE NOTED. DATE: 6/29/2019 FB: 2019-1 GRID: NW 255 DRAWN: DMR SCALE: 1" = 50' FILE: 19-022AB LOT 14 z 0 00 cn f o 0 o W � o � ASBUILT - Iry ori in'a v1.1 MEADOW CANYON DRIVE I HEREBY CERTIFY THAT I HAVE PERFORMED eN .wn DlruT_nr_WAV I A SURVEY OF LEGEND FOUND REBAR SEPTIC VENT WELL TELEPHONE PEDESTAL GUY WIRE POWER POLE OVERHEAD UTILITY LOT 4, BLOCK 3, TIMBER RIDGE SUBDIVISION, PLAT NO. 71-299, ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE IMPROVEMENTS AS DEPICTED HEREON EXIST AS SHOWN IN RELATION TO THE PROPERTY LINES. EASEMENTS OF RECORD OTHER THAN THOSE SHOWN ON RECORDED PLAT No. 71-299 ARE NOT SHOWN HEREON UNLESS OTHERWISE NOTED. DATE: 6/29/2019 FB: 2019-1 GRID: NW 255 DRAWN: DMR SCALE: 1" = 50' FILE: 19-022AB Timber Ridge #1 Block 3 Lot 4 #050-321-46 Municipality of Anchorage On-Site Water and Wastewater Program • (907) 343-7904 Vatidiiirilat Page ON-SITE WASTEWATER INSPECTION REPORT V DEC 4 c4 Permit Number OSP131322 PID Number: 050-321-46 Dwelling: ►1 Single Family (SF) ❑ Duplex (D) ❑ Mult ple (SF and/or D) Project: ❑ New L1 Upgrade Name: RICHARD & MARCIA EVERSON ABSORPTION FIELD - EXISTING Address 19420 UPPER SKYLINE, EAGLE RIVER /1 Deep Trench Shallow❑Trench ❑Bed ❑Mound ❑ Other Phone Number of Bedrooms 3 Soil Rating -- GPD/SF Total depth from original grade -- Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot TIMBER RIDGE #1 3 -- Ft. -- Ft. 4 Fill added above original grade Gravel length Township Range Section -- Ft. -- Ft. Gravel width Beds: Number of Lines Distance between lines SEPARATION DISTANCES -- Ft. Ft. To From Septic Tank AbsorptionHolding Field Lift Station Tank Sewer Line Total absorption area -- Ft2 Number of trenches -- Dist. between trenches Ft. Well 100'+ -- -- __ 25'+ TANK Septic • S.T.E.P. ■ Holding ■ Other Manufacturer Capacity Surface Water 100'+ -- -- -- ANCHORAGE TANK 1000 Gal. Material Number of compartments Lot Line 5'+ -- -- -- NA STEEL 2 Foundation 5'+ -- -- -- LIFT STATION Manufacturer Capacity Curtain Drain NA -- NA -- Gal. Remarks Existing septic tank decommissioned Pump on level at Pump off level at High water alarm at per code. New tank insulated. in. in. in. Pump make and model Electrical Inspections performed by Installer JRs PIPE MATERIAL House to tank D3034 Tank to D3034 drainfield Drainfield -- CO/MT -- Inspector ARCTERRA BENCH MARK (Assumed elevation) 100 ft Inspdates: ection 1st 10/18/13 2nd 10/22/13 Location and description 3rd 4'„ Garage slab COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Conditional Approval: Date a Nati .0' if u 711 Approved &/ Date -2 S=/ 9 ... Inspection Report ST copy.doc AS -BUILT TANK DETAILS/SITE PLAN TIMBER RIDGE *1 BLOCK 3, LOT 4 Permit: OSP131322 PID# 050-321-46 rA-C=32,6,' B -C=69.0' 8 A -D=40.6' 4 B -D=74.2' O N a M n Y x m a a y rc KENNETH Y D IA * FA CE -7116 • .11/77/5 • •4'Alf/ I'ESSIOtU ts SCALE NTS EXISTING TRENCH UMP PREPARED FOR1 RICHARD & MARCIA EVERSON 19420 UPPER SKYLINE DRIVE EAGLE RIVER, AK 99577 FIELD BOOKS COMPUTED: WaWroAWr. BOUNDARY DRAWN: BMW STAB STAKING Liam: KMD ASatT' SEWARD DAle 10/22/13 DWG. FILE Mt' NW0255 ADHD FILE FILE 108 "3 13205 i gCTERR yo v "lf. CO NC I pE.`VSLItTING = SeL ti' AK. 99571'w 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: OSP131322 Tax Code Number: 05032146000 Work Type: Septic Permit Effective Dates: September 18, 2013 to September 18, 2014 Design Engineer: ARC TERRA CONSULTING INC Subdivision: TIMBER RIDGE #1 Site Legal Address: TIMBER RIDGE #1 BLK 3 LT 4 6:0255 Owner/Address: EVERSON RICHARD J & MARCIA M 19420 UPPER SKYLINE DRIVE EAGLE RIVER AK 995777922 Site Mailing Address: 19420 UPPER SKYLINE DR, Eagle River Lot Size in Sq Ft: 65121 Total Bedrooms: 4 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 By: Issued By: MUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division On -Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 050-321-46 RICHARD & MARCIA EVERSON Property owner(s) Day phone Mailing address 19420 UPPER SKYLINE DRIVE, EAGLE RIVER, AK 99577 Site address 19420 UPPER SKYLINE DRIVE, EAGLE RIVER, AK 99577 Legal description (Sub'd., Block & Lot) TIMBER RIDGE #1 B3, L4 Legal description (Township, Range & Section) Lot Size 65121 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: (EI all that apply) Absorption Field ❑ Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ APPLICATION IS AN: Initial Upgrade Renewal TYPE OF DWELLING: Single Family (SF) (w/wo ADU) Duplex (D) Multiple Dwellings (SF and/or D) 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. (Sign of property owner or authorized agent) Permit/Rush Fees: ccOO _ Waiver Fees: Date of Payment: Receipt Number: Permit No. 0 Se 1313? -a Waiver No. Date of Payment: ci )/0 Ii 3 C,na, Receipt Number: C�1✓�- t/ o Permit App_9-1-12.doc September 9, 2013 AncT ERRA CONSULTING, INC 212 E. 51 s` Ave, Anchorage, AK. 99503 Office (907) 868-3791, Fax (907) 868-3793 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Septic Tank Upgrade Permit — Timber Ridge #1 B3, L4 The owner has requested we proceed forward to obtain a septic permit to upgrade the failed septic tank on the subject lot. The proposed upgrade will serve the existing 4 -bedroom house. The adjacent lots are served by private water as noted on the design. There is no surface water are wells within 100' of the proposed tank. We do not expect there to be any adverse effect on adjacent Lots by the development of this tank. If you have any questions, please contact me at 868-3792/FAX 868-3793. Respectfully submitted, ArcTerra Consulting, Inc. Kenneth M. Duffus, Attachments: On -Site Sewer Application Wastewater Absorption System Details/Site Plan 20441 PTARMIGAN BLVD • EAGLE RIVER, AK 99577-8736 • PH (907) 868-3791 • FAX (907) 868-3793 WASTEWATER DISP❑SAL SYSTEM DETAILS/SITE PLAN TIMBER RIDGE #1 BLOCK 3, LOT 4 a 2 4 ino O N FLAG ALL WELL RADII, EASEMENTS & LOT LINES PRIOR TO CONSTRUCTION 0 w DESIGN AS—BUILT IMPORTED/ .4 SCANNED INTO CAD DWG. 5 THEREFORE PRIOR TO CONSTRUCTION WELL RADII S PROPERTY LINES & ESMTS i MUST BE MARKED. B A a PO PUBLIC WELLS WITHIN 200' OF ENOOPRSE➢ SYSTEM. PO PRIVATE WELLS WITHIN SOTE PO SEPTSYSTEM EXCEPT AS NOTED.'OF `m PO SEPTIC SYSTEMS AS NOT D. PROPOSED WELL EXCEPT AS NDTE0. G Scale; 1"= 60' PAGE 1 OF 2 DESIGN DETAILS DECOMMISSION EXISTING SEPTIC TANK PER CODE INSTALL NEW 1250 -GALLON SEPTIC TANK INSTALL POST TANK COs - CONNECT TO EXISTING SYSTEM NOTES: 1. INSULATE TANK IF <4' COVER. 2. CONTRACTOR WILL ENSURE MINIMUM 2% SLOPE INTO SEPTIC TANK. 3. CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT WELLS & SEPTICS. PREPARED FOR; RICHARD & MARCIA EVERSON 19420 UPPER SKYLINE DRIVE EAGLE RIVER, AK 99577 FIELD BOOKS DOMw7ED: NurcfrallBOUNDARY DRAM BMW ST M(Hax STAKING NEaaa KMD "mill SEWARD DAT' 9/8/13 DWQ PLL.' °°D: NW0255 ACRD RS` FILE " N'' 13205 �cTERR9 r s 4 vclf \Na l Rry�'SULTI NG • al Pq 4K. 99571'' c N 0 0 O 6 Y M J N m 0 WASTEWATER DISP❑SAL SYSTEM DETAILS TIMBER RIDGE #1 BLOCK 3, LOT 4 0 9F Az 4 8 ICENNE111 ‘,13 •`OFESS1014S FLAG ALL WELL RADII, EASEMENTS & LOT LINES PRIOR TO CONSTRUCTION Scale' 1"= 30' PAGE 2 OF 2 PREPARED FOR: RICHARD & MARCIA EVERSON 19420 UPPER SKYLINE DRIVE EAGLE RIVER, AK 99577 FIELD BOOKS cwacnn: 'BOUNDARY ORAAR+: BMW n"' STAKING cxeaCE11 KMD Man SEWARD DA>E: 9/8/13 DWG. fl<F.. maa NW0255 Acm as FILE Jae N9.: 13205 CTERR 4 iketSULTI�K. 995TNO7•� 5 � 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 -A-vmersnP\ ---brrO5, PHONE L974- nn / / etE NEW UP RADE MAILING ADDR ,A 8 . I aol ,, LEGAL DESCRIPTION L4 l_S 1 (�'hBGr:-/DBC LOCATION qa iat -- P ---men._ Tc.s T S -)T, NO. OF BEDROOMS LF SEPTIC TANK DISTANCE TO: Well / , -/ /1. Absorption area .fl Dwelling 2 / �A.l /d'1 PERMIT NO. G,f7Q7 Manufacturer(eB r Materia. , f fee. No. of corpparttments L Liq. capacity in gallons ya _CO IF HOMEMADE: Inside length — Width Liquid depth — O Y J Oa DISTANCE TO: Well Dwelling P 'MIT NO. S z F Manufacture _ Mater L':.': capacity in -g. ons TILE DRAINFIELD TRENCH DISTANCE TO: WellFoundatii NOS //&.)' Total length of lines GV Nearest lot line , Trench width SG inches PERMIT NO. 8)/f07 y Distance betuyeen lines A..) C -LJ No. of lines one_— Length of each ne �� • Top of tile to finish grade Material beneath tile r7 1 Rd -MS Total effectftve aoofptlOn area VVX /(JVt i SEEPAGE PIT Length Width Depth PERMIT NO. ® DISTANCE Ts: r Crib . -: i Tot. - -dive absorption area Well Building foundat . Nearest lot line J Cp_yudzw__, Depth Driller Distance to lot line PERMIT NO. DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE MATERIALS wu 1;n3`I• SOIL TEST RATING �a� I NSTALLF�R ( `/ -FY( {y(,l,✓1°r f D-e-r$oA CJ S REMARKS JIG ' 036 3 k i.630.3 0 Y J "'"`I' fd '--- rte,. -- . APPROVED DATE LEGAL � 4, A A_A ALP / o Ib 118 I LL -1 93 —r , n1 6-e K -RL D 6--r 72-013 (ReV,/3/78) 5-i I -1-"-r" 0 Fr Ell i"-4 A : , A Fr' F e --e • DEPARTMENT WHEALTH AND Plc/ IRONMENTAl :OTECTION P , -"L." S T'REET. ANCHORAGE: PIF;. ' '?601 264-472Q A_A C•-�--"=° TE SE= fia E=R` Fir EFri: P1 I.: -I-- T Ni!. is 81:1074 ? PF'LICANT ANDERSON EROS PO BX ;f29 ER LOCATION ER LEGAL r ' &Ot T-- : S. E TYPE CIF SOIL ABSORPTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS = 4 OT SI _E 15000 SQUARE FEET SOIL RATING (S6 FT/BR)= 229 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: E"EF='Ti-i=- 1.--= L.t t-lOTE-9-=.. _: 0F'^'FMEE THE LENGTH DIMENSII.ON IS THE LENGTH (IN FEET) OF THE TRENCH OR DRAINFIELD. THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL. BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION <IN FEET?. TSP'-&_" Sr=== J._.2r730 ofl _f_a=Ari`=_ 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. <2.> 1 N r6:A_ T 1 e_At'-J`= flF E Fr=Ee_?U 1 F=^Ei~:. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN A HELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER LINE IS 25 FEET AND TO A COMMUNITY SEWER LINE IS 75 FEET. OTHER REQUIREMENTS MA'=.' APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAM= ARE AVAILABLE TO INSURE PROPER INSTALLATION. F'F= F*^C•1 S T EXF° I: F:E =° E)Ee_:EFiE.E a 1_518:1_ I CERTIFY THAT 1: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH EY THE MUNICIPALITY OF ANCHORAGE. 2: 1 WILL. INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. 3: I UNDERSTAND THAT THE ON-SITE =EWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMf3DELED TO INCLUDE MORE THAN 4 BEDROOMS. APF_IC:1=;NT ANDERSON BROS ICI FD F'Y DATE_ (li / V4. 0 PERFORMED FOR: ? o B6 /'Z�y/ /✓��w_ � ,��� 3 -777 LEGAL DESCRIPTION: � : - ? 3 / i 1 /3 Ere_ - icy /0 c) E.. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG — PERCOLATION TEST /luD 2So&) T3Ros 0 SOILS LOG L9 PERCOLATION TEST DATE PERFORMED SEl'i (/j/Z i 0 -1 OleC-14M1C s SWAJOY 5( F.-wE sArk-D 5tL- I wlfl� ze �e'OF<°qcS' a '74 ®"TR , b * 6 weep. aaa a ` o es eamaaceaoasomeeea9weee°a rr 4 , NO. 1732E 18 ®a�a°e June 22, 1968 C•.-141.451 1NENTS L w1 /.r� SLOPE r, cr/eL 4-7 /2/ WAS GROUND WATER ENCOUNTERED? IF YES; AT WHAT DEPTH? A 2 0 5; L P E SITE PLAN 1111■■■■■■■■ 1111111•1111111111111M11111111•111111111M11C121111111011111111■■■■■■■■■■ 11111111111111111111111111111•111111■■®■®1111■ ■■■■■■■■■■ 1111111•111111111101111101111111111111111111111111111111111111111111•111M A 1 C' // Reading Date Gross Time Net Time Depth o Water Net Drop -/z 9-iz z ¢h 2¢h 2cywt ¢ h4 2- O vv PERCOLATION. RATE Z U (minutea/ir FT TEST RUN BETWEEN FT AND / vs L Lt .1 1/7-0 5; / &va- PERFORMED BY: (tn)1 644 ill co- CERTIFIED BY../t 19 72-008 (6/79) DATE: 5L7/3 /Z tj RETURN TO: Division of Geological Geophysical Surveys (OGGS) 3001 Porcupine Drive Phone: 2774615) Anchorage, Alaska 995 Drilling Company Name W A T E R W E L L RECORD hhgrtuaon Diu,lli.ng • U.S.G.S. Local No. Drilling Permit N STATE OF ALAS/A DEPARTMENT OF NATURAL RESOURCES LOCATION OF WELL Please complete either la, lb, or lc. la. Borough�L Anch. Subdd I v i s ion T.:216Yrltlge Lot 4 Block 3 Ib. Frace ion / / / Section No. Township NIS Range E/W Meridian Ic. Distance and DlrectionAfrom Road Intersect ons Street Address and Area of Well Location {,-, / }r}t�� AV 3, OWNER OF WELL: tn. {y.L. [.'.L 4ieit Address: Ancl,"aace, Ai. s'� 2, WELL LOG Feet Below Surface 4 WELL DEPTH: (completed) 225 ft. Surface Elevation %%Dp'aa(ttne{{eoe Dff 1t1Cp/[ ie[[�� Material T e YpTop om />( 5. � S Cable tool tory ❑Driven a r 9 tted Bored- � � ❑ e � ❑ - [I] Dug III Bedrock Faced t �p p5 . Fnacfwte r,VtJ^1lJ ,._ �US __ 6. USE 50f.omestic U l r riga tion ❑Test Wel I ❑Public Supply ❑Industry `j Recra rge ..J Carc'e rt:0, el Other:.. -- ----w- _-_7. - - L7ea0C4 ._ _. t85 405 _. --13—"--M .... .. ?®-,1 1 L 20 FAacfwte 220 225 7.CASING: ❑ Threaded/melded - 6 in. to /35 ft. Depth Weight /7Ibs/ft` _ in. to ft, Depth . ..- . 8. FINIS of WELL: XoLe 6„ TYpe: Diameter. Slot/Mesh Size: Length: Set between ft. and ft. Fittings: yrs 9. STATIC WATER LEVEL: `VJ ❑ Above /Below land surface Type of Measurement: • I 10. PUMPING LEVEL below lend surface ft. after hrs. Pumping g.G.o. - _ afterhrs. pumping y.p.mL _ft. A — + 11. 4ELL HEAD' COMPLET I :--- - ❑ In Approved P 1 CH P tless Adapter Inches W 9 cede 12 GROUT INe: '" Weil- Groin_ (_j �a Materie I: 0Nee t Cement ❑ll Other ~ ' 13. PUMP: (If available) - HP il.f11 Length of Drop Pipe 22)- 3 ft. capacity '" g p..a Type: (ubmerslble ❑ Reciprocati no. III II Jet -[I]Other: _ 1� - 14.�REMARKS: ((�_lfIO �.o1et cd 229�q(ta l a.I..0 ieai aat 3 ya P. It. 15. WATER WELL CONTRACTOR'S CERTIFICATION: -. This well was drilled under my jurisdict in and this report Is true to the best of my knowledge and belief: fhpauaon DuLCing 44 5385 1.boUUu//qsCO_P99577 ContracLicense Numoer Address: Signed: �L/�-'/7t-.-J / ! 1 R L.1.asa.-w.� Date: .. Author -,ze,i Representative /W Form-02-WWR- - Copy Distribution: WHITE - State OGGS. PINK - Driller, CANARY - Customer MUNI _. - ... � A— � �—` 9`-* d.._ �. K d.A a A._P. €__ @'..-fl n._,a,7, A.:: �'-1 €A R=r: ?�x'o_.y F_E DEPARTMENT likHEALTH AND ENVIRONMENTAL NTt-L Ts-CTION 825 STREET , ANCHORAGE, iRAGE fm: 99 254-47 20 L_. g F-' ==A_ PERMIT Na is 811196 HPPLI!_ANT C: 'F. W. L. WICKER LOCATION ER ! FGAL TSMEfERRIDGE 5/0 ._F. HO CLINIC ELN__1t ? F 752-7777 LOT SIZE 15000 EQURRE FEET MIMIMUN DISTANCE BETWEEN A WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS IEIOt FEET FO!F: A PRIVATE WELL OR 150 TO :_AO FEET FROM A F'!_EELIC WELL DEPENDING UPON THE TYPE OF PUEL IC WELL . MINIMUM C'IETHt:10E FROM A PRIV'AT'E WELL Tr_i H PRIVATE SEWER LINE IS 25 FEET HND TO A COMMUNITY SEWER LINE IS 75 FEET. ''EL_L LUG_ ARE REQUIRED AND MUST RE RETURNED T!_! THE DE:F'AF:Tt'1EtNT [IITHIN 30 DAYS OF THE WELL COMPLETION. OTHER REQUIREMENTS MAY APPLY. SPEC:IF IC:ATI ONS AND CONSTRUCTION DIAGRAMS ARE. AVAILABLE TO INSURE PROPER INSTALLATION. I CERTIFY THAT 1: I AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS HS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES, SIGN APPLICANT I. L. WICKER ISSUED E:Y_✓ �/`C:_11 v _ T U1eCe/_ ''I4. f. C H E- 7_ Time ime Date Date Date Ao Inspector Inspector Inspector Comments Conditional Approval t"` ; ` . __ _'rooms / rS 1t --s Z c1%�� Date Sewer Installed 7,,,,...i- /O - I Permit No. Septic Tank Size / ? r`‘., Holding Tank Size Soils Rating Well To Absorption Area Well to Tank Well Log Received APPLICANT FILLS OUT LOWER HALF ONLY Property Owner Mailing Address IA., PeyD \N.S . \,),,,\_, W \Q '& J Phone OA-1)041/40 Buyer o 1 Address ti, 11S p S\i\O-\�yF '©tv. t Lending Institution Address kQ\\\'__ C- V. %IS -1M -- Phone Realty Co. & Agent Address Phone Legal Description aLocx \\i`nE..\2-\t(E Street Location LO 1 A d a 141 Typ f Residence V Single Family 3 ❑ Multiple Family No. of Bedrooms D Other Wate Supply 211 Individual ATTACH WELL LOG. A well log is required for all wells drilled since June ❑ Community 1975. For wells drilled prior to that date, give well depth (attach log if ❑ Public Utility available.) Sewaage Disposal 11110 Individual Year Individual Installed' Public Utility When Connected to Public Utility' ❑ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. p rscoe.-ye.r>. ASBUILT . strac-1C SEWARD & ASSOCIATES LAND SURVEYING 694-0829 I HEREBY CERTIFY THAT I HAVE SURVEYED THE FOLLOWING DESCRIBED PROPERTY: /��TS/B�'�' AND THAT NO ENCROACHMENTS EXIST EXCEPT AS INDICATED. IT IS THE RESPONSIBILITY OF THE OWNER TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS, OR RESTRI CTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDI- VISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION OF FENCE LINES, OR FOR ESTABLISHING BOUND- ARY LINES. SCALE: DATE: � 91/2'ee GRID: a' zss FB: 73-s z DRAWN: Pds*a°F...tx ,` f. • Duene Mark Seward / LS -6918 `•g+h • `• ° 5J♦ AI% tit s*-