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HomeMy WebLinkAboutEAGLE RIVER HEIGHTS BLK 8 LT 3Eagle River Heights Block 8 L. ot 3 #050- 281 - 18 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSPI71235 PID Number: 050-281-18 Dwelling: © Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: © New ❑ Upgrade Name ABSORPTION FIELD Tom Robles ® Deep Trench El Wide Trench El Bed El Mound Site Address 10235 Lee St. ❑ Other Phone Number of Bedrooms Soil Rating depth from original grade (714)-469-3037 4 1.2 GPD/SF JTotal 9 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3.48 Ft. Gravel depth beneath pipe 5.62 Ft. Subdivision Block Lot Eagle River Hights 8 3 Fill added above original grade 0.33'-0.58' Ft. Gravel length 46 Ft. Township Range Section Gravel width 2 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 Tank Line 517.04 Ft21 Ft. Well TANK ® Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Tank Capacity 1250 Gal. 100+ 100+ NA NA 25+ Surface Water Material Steel Number of compartments 2 100+ 100+ NA NA Lot Line 5+ 10+ NA NA NA LIFT STATION Foundation 10+ 10+ NA NA Manufacturer Capacity Gal. Remarks Alarm location Electrical installed by PIPE MATERIAL House to tank Tank to D3034 drainfield D3034 Installer Richard Person Construction Drainfield F810 CO/MT D3034 Inspector Arcterra Consulting BENCH MARK (Assumed elevation) 100 ft Inspection 1s`Location and description Top of foundation dates: 8/22/17 2nd 3rd 4m ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date��P'"""•.,,y �t+. � fi.KE DUFF � �s Septic System Qa,)IJADate do 7116' ♦��r�� Approved�� /4•"•► Note: this approval does not include well permit requirements. kilt ES (Rev 05/02/18) AS -BUILT SYSTEM DETAILS/SITE PLAN Permit# EISP171235 EAGLE RIVER HEIGHTS LOT 3 BLK 8 PID# 050-281-18 PREPARED FOR: 0 I \1 33, S89'59'00"E t4 264.00' 03'A -C=13,7' B -C=37.6' A - D = 21.4' B -D=42,0' A -E=18.0' B -E=48.3' A -F=21.9' B -F=52,1' ui A -G=61.4' B -G=94.7' A -H=58.7' B - H = 91.4' TH0 S89'59'00"E 264.00' 4 LOT 3 BLOCK 8 : I' = 33' w )9.90 �100 9a _9.58 99.18 X. 3: FINAL GRADE , n n nn rI,/a,<:9C�)lln I 0 1 ORIGINAL GRADE 0� L' JH �INSULATMN FILTER FABRIC ....... INSULATION — 3.46'--1 A ;1250 GAL 0 SEPTIC 0 SEPTIC T zr T il- V) OF Aj ui_j _j TH* V) 0 H 0. KENNE 116 D7sUFFUS ,,, 1 6��/����� < SEWER ROCK `Z .48 1_c90,18 90,18 84.18 'RY-6-/6/14 WELL SCALE: NTS PREPARED FOR: JER TOM ROBLES cli- �*3 10235 LEE ST. EAGLE RIVER, AK 99577 (714)-469-3037 GARAGE B 0 0 0 BOUNDARY' N /A DRAM: KSQ C3 AsE'u'LT* VACANT DATE:12 11/19:1 DWG. FILE. GRID: NW0053 ACAD RLE: FILE 1011 No.: 14-150 K. 9e57 0 ........ 4—BR HOUSE C� M rrI FCO C 03'A -C=13,7' B -C=37.6' A - D = 21.4' B -D=42,0' A -E=18.0' B -E=48.3' A -F=21.9' B -F=52,1' ui A -G=61.4' B -G=94.7' A -H=58.7' B - H = 91.4' TH0 S89'59'00"E 264.00' 4 LOT 3 BLOCK 8 : I' = 33' w )9.90 �100 9a _9.58 99.18 X. 3: FINAL GRADE , n n nn rI,/a,<:9C�)lln I 0 1 ORIGINAL GRADE 0� L' JH �INSULATMN FILTER FABRIC ....... INSULATION — 3.46'--1 A ;1250 GAL 0 SEPTIC 0 SEPTIC T zr T il- V) OF Aj ui_j _j TH* V) 0 H 0. KENNE 116 D7sUFFUS ,,, 1 6��/����� < SEWER ROCK .48 1_c90,18 90,18 84.18 'RY-6-/6/14 46' SCALE: NTS PREPARED FOR: JER TOM ROBLES cli- �*3 10235 LEE ST. EAGLE RIVER, AK 99577 (714)-469-3037 FIELD BOOKS COMPUTED: > CIVN clA'T NG '%"OS BOUNDARY' N /A DRAM: KSQ STAKING: N /A CHECKED: KMQ AsE'u'LT* VACANT DATE:12 11/19:1 DWG. FILE. GRID: NW0053 ACAD RLE: FILE 1011 No.: 14-150 K. 9e57 Certified Drilling Log R BILL & COLE DOC CO dba ULLIVAN WATER WELLS OF P.O. Box 670269, Chugiak, AK 99667 688-2759 OWNER OF LAND: Thomas Robles ADDRESS: 2212 W. Porter Ave. Fullerton, CA 92833 Bore Hole Data Depth From To LEGAL DESCRIPTION Eagle River Heights Block 8 Lot 3 DATE: 7-18-16 0 2 Casing Stickup PERMIT NUMBER: OSP161088 DATE OF ISSUE: 7-1-15 TAX IDENTIFICATION NUMBER 05028118000 Is well located at approved permit location: ZYes MNo Method of Drilling: ®air rotary ❑cable tool Depth of Well: 164` Casing Type: Steel Wall thickness .250 inches Diameter: 6 inches, depth 164 feet Liner type Static Water Level: 86 feet Recovery Rate 6 ® gpm M gph Method of Testing Air Well Intake Opening Type: ® open end ❑open hole ❑ Screened Start feet Stopped ❑ Perforations Start feet Stopped Grout Type: Bentonite Volume: 50lbs Depth: from 2 feet, to 42 feet Well Disinfected Upon Completion: Myes no Method of Disinfection: Chlorine SO PPM Comments: 2 4 Overburden 4 42 Silty Sand & Gravel 42 74 Silty Sand & Gravel w/ Clay 74 99 Silt & Sand Water gg 122 Hardpan 122 163 Hardpan w/ Clay 163 164 Loose Sand & Gravel m Wug Drillers Name: Cole Sullivan 11-15'�Iq� ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. ARCTIC PUMP & WELL INC. Jinn Sullivan PO Box 770197 \. CME f�71RfTE t�llE9 SYSII Eagle River, AK 99577 � -,.>i saes a �fBT�E ,, (907) 688-2510 (907) 243-2282 Well Drilling Permit Number: osp161088 Parcel Identification Number: 05028118000 Legal Description Eagle River Heights B8 L3 Lot: 3 Block: 8 Pump Installaion Date: Pump Intake Depth Below Top of Well Casing Pump Manufacturer's Name Pump Model: Pump Size: Date Of Issue: 7/1/2016 Property Owner Name Address: C&T Construction 11404 Jessie Mae Circle Eagle River AK 99577 9/6/2019 155 Feet Franklin 5Y 10FRD05P4-2W230 10 gpm Pitless Adapter Burial Depth: 15 Feet Pitless Adapter Manufacturer's Name S-50 Pitless Adapter Installer: u/k Well Disinfected Upon Completion? Yes Method of Disinfection: Chlorine Comments: Pump Installer Name: Arctic Pump & Well, Inc. Wednesdtq,,, October- 9, 2019 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.rnuni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP171235 Work Type: Septic Renewal Tax Code Number: 05028118000 Site Legal Address: EAGLE RIVER HEIGHTS BLK 8 LT 3 G:0053 Site Mailing Address: Owner: ROBLES THOMAS E & DIANA L Design Engineer: This permit is for the construction of: Q Disposal Field CEJ Septic Tank ❑ Holding Tank ❑ Privy Effective Date Expiration Date: 1 66V DepaI-Mient `c��231�7 8/21/2017 8/21/2018 Lot Size in Sq Ft: 43402 Total Bedrooms: 4 ❑ Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7), 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b Covered, sealed, and heated to prevent freezing Special Provisions: To close out this permit, please submit the following: 1) Inspection report and record drawings. Pump install log 3) Water sample results for total coliform, arsenic and nitrates. Received By: Issued By: am"coy Date: 7 Date: g 20/7 Community Development Department Development Services Division On -Site Water & Wastewater Program ';y = Phone�9 04 Fax!9 .� ON-SITE SEWER/WELL PERMIT APPLICATION al AUG 17 2017 3 �6 ti Parcel 1. D. Uy -`v1 ice( �` �w Z Property owner(s)*'_M-o-w..c�S l�I`145;r, , . (1)06 k,eT Day phone - 6 Mailing address 94-`12. �'-� ( s�� e,r' `j,,t,G", —,6,j1l Site address 1 02,"p-5- L rZ S r Tam Legal description (Sub'd., Block & Lot) Ig5 j e�� u e„_ ���� j s 3 L_ -'L `+j t-. f 3 Legal description (Township, Range & Section) / Lot Size 'f 3 4 b2 Sq. Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field Initial Single Family (SF) 25 Septic Tank ['�} Upgrade (w/wo ADU) ❑ Tank El Renewal Duplex (D) El ❑ Multiple Dwellings ElPrivy (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. (Signature of property owner or authorized agent) Permit/Rush Fees:15 2.e -,o . Waiver Fees: Date of Payment: / Date of Payment: Receipt Number: Receipt Number: Permit No. Waiver No. Permit App_9-1-12.doc ,'' �RCTERRq ,• �f�.R E�3 - NG• l � U.TING •�e�dr August 17, 2017 ARC 1 ERRA CONSULTING, INC 20441 Ptarmigan Blvd, Eagle River, AK 99577 Office (907) 696-6111, Fax (907) 868-3793 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: OSP161088 Well & Septic Permit — RENEWAL Request Eagle River Heights Block 8, Lot 3 The owner has requested we proceed forward to obtain an extension of time for the well and septic permit OSP161088 to serve the proposed 4 -bedroom house. There have been no significant changes to the property or soil conditions observed since the original permit was issued and the owner is now able to move forward with the installation of the systems per the approved design. The property and adjacent lots are served by private water. There is no surface water within 100' of the proposed system and there are no known curtain drains within 50'. We do not expect there to be any adverse effect on adjacent lots by the development of this system. If you have any questions, please contact me at 868- 3791 / FAX 868-3793. Respectfully submitted, ArcTerra Consulting, Inc. Kenneth M. Duffus, P. . 20441 PTARMIGAN BLVD • EAGLE RIVER, AK 99577-8736 • PH (907) 868-3791 • FAX (907) 868-3793 On-Site Water & Wastewater System Permit Ck >>I ; ,� MUNICIPALITY OF ANCHORAGEV Development Services Department .. On-Site Water& Wastewater Program tiv 4700 Elmore Road, PO Box 196650 i E1111/ tta i t11115_11m n t Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP161088 Tax Code Number: 05028118000 Work Type: WellSeptic Initial Permit Effective Dates: July 01, 2016 to July 01, 2017 Design Engineer: ARC TERRA CONSULTING INC Subdivision: EAGLE RIVER HEIGHTS Site Legal Address: EAGLE RIVER HEIGHTS BLK 8 LT 3 G:0053 Owner/Address: ROBLES THOMAS E & DIANA L 2212 W PORTER AVE FULLERTON CA 928333654 Site Mailing Address: Lot Size in Sq Ft: 43402 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Y 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: 16/ 1 / , Date: ?-'/! / Issued By: G�1/�.�-r . d / Date: /�// MUNICIPALITY OF ANCHORAGE C linii0 Community Development DepartmentPhone: 907-343-7904 Development Services Division Fax: 907-343-7997 On-Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 050-281-18 THOMAS & DIANA ROBLES 714-469-3037 Property owner(s) Day phone Mailing address 2212 W. PORTER AVE. FULLERTON, CA 92833 Site address 110235 LEE ST., EAGLE RIVER, AK 99577 Legal description (Sub'd., Block & Lot) EAGLE RIVER HEIGHTS BLOCK 8, LOT 3 Legal description (Township, Range & Section) Lot Size 43402 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field M Initial L] Single Family (SF) E Septic Tank 11 Upgrade ❑ (w/wo ADU) Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well (2] Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE I 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 -f p . •-rty owner or authorized agent) Permit/Rush Fees: . I1 t 2/5 ' `-1Waiver Fees: Date of Payment: Jam!?//l' G1F3-MDate of Payment: Receipt Number: atia. �j19‘ Receipt Number: Permit No. 05e moWaiver No. Permit App_9-1-12.doc • toRCTER.„ nRy a` m ARC TERRA CONSULTING, INC `*✓Ea4''S4THG• ,, 212 E. 5154Ave,Anchorage,AK. 99503 •.aayn Office(907)868-3791, Fax(907)868-3793 April 22, 2016 Municipality of Anchorage Development Services Department On-Site Water& Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: New Well Sr Septic Permit—Eagle River Heights Block 8, Lot 3 The owner has requested we proceed forward to obtain a well and septic permit to serve the proposed 4-bedroom house. The general slope of this lot is from east to west at a grade of approximately 0- 5%. On June 6, 2014 a testhole was performed to investigate soils and groundwater. The results of this test are attached for your review. We propose to install one 42' long deep trench. Groundwater was not encountered at excavation or at monitoring. The property and adjacent lots are served by private water. There is no surface water within 100' of the proposed system and there are no known curtain drains within 50'. We do not expect there to be any adverse effect on adjacent lots by the development of this system. If you have any questions, please contact me at 868- 3791 / FAX 868-3793. Respectfully submitted, ArcTerra Consulting, Inc. Kenneth M. Duffus, '.E. Attachments: On-Site Sewer Application Wastewater Absorption System Details/Site Plan Soils Log/Percolation Test 20441 PTARMIGAN BLVD • EAGLE RIVER,AK 99577-8736 • PH(907)868-3791 • FAX(907)868-3793 WELL & WASTEWATER DISP❑SAL SYSTEM DETAILS/SITE PLAN EAGLE RIVER HEIGHTS LOT 3 BLK 8 AAWOX LOG VACANT / • GDT SEPTIC S8W59'OO'E 284.00' 9! 33' 1111 - D/a LOT 8 i MACE e S H 0 • a SEPTIC i'' a s a m �t m o cai '4-:' 'OUSE CI f i__ Ga i C.11IR L.IN8.1. i M N ..� - -.-- — ..-165T-1 L6L1 6 it. S89159'0O'E 204.00' 0 foy 4,#4. See Nei-e. `f b` w lo N ole. 4/3Oh, GO U S FLAG PROPER Y LINE'S"' 37 WELL RADII & EASEMENTS • PRIER T❑ CONSTRUCTION Scoter 1'= loo' Y DESIGN DETAILS PAGE 1 OF 2 4 BDRM X 150 GPD = 600 GPD 600 GPD/1.2 GPD PER SQ. FT. (2,7 MIN/IN.)= 500 SQ. FT m (500 / 2 x (6' GRAVEL) = 41.7 FT. TRENCH USE 1 TRENCH - 42' (L) X 2' (W) X 6' (ED) m Total depth of system is 9' max from original grade. o Total depth of gravel below distribution pipe is 6' • NO PUBLIC WELLS WITHIN 200' OF T, PROPOSED SYSTEM. NOTES: IT NO PRIVATE WELLS WITHIN 200' OF . PROPOSED SYSTEM EXCEPT AS NOTED. 1. INSTALL NEW 1250 GAL & INSULATE TANK IF <4' COVER. 200' O m PROPOSED WELL EXCEPTNO SEPTIC SYSTEMS WITHIN AS NOTEDF 2. INSULATE TRENCH WITH 2' HD BURIAL FOAM IF < 3' OF FILL, -a MIN. 2' FILL WITH INSULATI❑N, >3' COVER NO INSUL REQ. iz 3. CONTRACTOR WILL ENSURE MINIMUM 2% SLOPE INT❑ SEPTIC TANK. I 4. CONTRACTOR WILL ENSURE ALL SEPARATIONS TO ADJACENT 0 WELLS, SEPTICS EASEMENTS, PROPERTY LINES, ETC... LA OF .ALS /���. . • ' . .•4 1 PREPARED FOR: CTEj��, C") . ' + ' Tom Robles A' m o, / C1 • •� 10235 LEE ST. ati (1)-el P,f,* ..4 , TH iN * t EAGLE RIVER, AK 99577 �iii / I 714-469-3037 4' , o_� a o / . I(ENNE ' '.. y / FIELD BOOKS COMPUTED: ` E'ao CE-7116 ,w'� / BOUNDARY:N/A DRANK: BMW Z �\I \1 �' ,5,.?.2// ' ti�w STAKING: N/A CHECKED: KM Dco r`� ^ j �'1 1 / / / ASBUILT: JLS DATE 8/31/15 ,"„`F 1 FESSIO1�' / 9c \ 0 m \ DWG. FILE: GRID: ( C G 11 E _f N W0053 F / p 1� 90 `_ ACAD FILE FILE JOB No.: 14-150 R I.eR SAUKI...99577-5156 L WASTEWATER DISP❑SAL SYSTEM DETAILS EAGLE RIVER HEIGHTS LOT 3 BLK 8 'OSED® ______X :LL D/W LOT 3 BLOCK 8 ,ii, 0 '.0 24.7 INSTALL NEW w PROPOSED 1250-GAL S.T. / 0-4% 4—B ' HOUSE o / FC p o Co CO CO co^ / FLAT N. 55.8' -7. y C0 CO MT MT / 0-4% FLAT \ / FLAT CA 1 TH15-1 NI RESERVE I a 0 • N rim, „▪f .,-..', 0-4% / FLAT CO I ylr0., I ray ' , .. VC.c F0 e , .J. /�97 o? f " ' . S89'S9 00 E 264.00 41 6,•3a • i¢I 15W .0T 4 ♦ NO SLOPES >25/ W/IN Ta 100' OF PROPOSED SYST, J m FLAG PROPERTY LINES WELL RADII & EASEMENTS PRI❑R TO C❑NSTRUCTI❑N scale: 1•= 30' L ��`�� PAGE 2 OF 2 ' OFQ 1 PREPARED FOR: CTER aa f •• TOM ROBLES ti .�� 11� r •V h 10235 LEE ST. �° sf, o ;* . 9TH ,N * a EAGLE RIVER, AK 99577 _ 4 t iii 714-469-3037 y,� �r' ;FIELD BOOKS CPUTetr (tiP ' V war , BOUNDARY:N/A . DRAM: BMW m "� L. w �� O 1 sy?a ' A1 STAKING: N/A °im m: K M D `' _ +� 41 �,,`• . . ./ IP/ ASBUILT: JLS DATE 8/31/15 S'•••••-...,1- o "OF SS1014 ' i -i, ` �`� DWG. FILE GRID: ( C' G til E ‘116:41:411:111P- NW0053 F i ' �_� ACRD FILE FILE 1OB NO'` 14-150 R'L a AK. 99577' 36 sRcTER6,� ARC 1 ER12:1 i0-, OF AL194S1 , CONSULTING, INC /T&,' " I 1 •20441 Ptarmigan Blvd. Eagle River,AK. 99577 1 I s Office(907)696-6111, Fax(907)868-3793 ` * q • T11 kf°F`:sLr.r,N:s'°`� SOILS PERCOLATION TEST J ��+�� Performed for: Tom Robles Date Performed: 06/04/2014 1 ;k; ' 6 b i':7 Aor •F71AirSSLONP-' . Project: Eagle River Heights Block 8,Lot 3 TEST HOLE# TH 14-1 `�..-41,-"'" Depth (Feet) SEE ATTACHED SITE PLAN FOR HOLE LOCATION 1 Org/OL Was Ground water encountered? NO What depth? NA Depth to water after monitoring? DRY Date? 6/15/14 .rd: `• ,f Reading Date Gross Net Depth to Net 5-r 1 Time Time Water Drop }'` GM w/sand&some 6-•; , Cobbles 6"-12"size I 6/06/14 2:30 - 6" OA 7-; t.: + 2 2:40 10 min 24116" 3 12/16" ► 4 8- ' -• 3 * 2:41 - 6" - , 1 9- 4 2:51 10 min 24/16" 3 12/16" t„ 10- .* 5 * 2:52 - 6” - - More dense with depth I- _ 6 3:02 , 10 min 2 5/16" 3 11/16" 12- it .. T .41 13-/ ' 4 14-1--''-;!:14 15- :. -' .. B.O.H. HOLE PRESOAKED 16- PRIOR TO TEST 17- No water No Bedrock 18- Water Added 19- Percolation Rate 2.7 (min/in)Pere Hole Diameter_( _ 20- Test Run Between 4 feet and 5 feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. GE 8� • Municipality of Anchorage 10�PY On -Site Water and Wastewater Program (907) 343-7904 Certificate of On -Site Systems Approval Parcel I.D. 050-281-18 1. GENERAL INFORMATION: � Expiration Date: `LQ n I 1 0 to )-0 Complete legal description EAGLE RIVER HEIGHTS S/D; BLOCK 8, LOT 3 Location (site address) 10235 LEE STREET, EAGLE RIVER, AK 99577 Current Property owner(s) C & T CONSTRUCTION Day phone 240-2020 Mailing address Real Estate Agent 10404 JESSIE MAE CIRCLE, EAGLE RIVER, AK 99577 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS:, q- 16 Day phone 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ I Re -DID Date of Payment (aI 019 Receipt Number 0335D COSA # ®SCiq l &) R � Waiver Fee $ Date of Payment Receipt Number 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: Garness Engineering Group, Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road, Suite 101- Anchorage, Alaska 99507 Engineer's Printed Name: Jeffrey A. Garness Date: In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system o (� in accordance with the guidelines and regulations established by the Municipality of Anchorage and o • . industry practices. The reported results describe the condition of the system/s on the date/s of the opoP� •' evaluation. Separation distances were measured to readily identifiable features. Hidden defects or ��': �I T encroachments may exist that were not identified during the evaluation. The operational life of all wells O� 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 J are outside the control of GEG. Satisfactory test results do not guarantee future performance of the 00 /.ff y system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of QO ! CE the well or septic system. GEG makes no representation whether an alternative well or septic system Q 9� can be installed on the property in the event either of the current systems fail to perform adequately in Q�f� • 1 the future. The content of this report is for the sole benefit of the person/party that retained GEG to e0" o r0 perform the evaluation. Reliance upon the information provided in this report by any other�((r(r(((( party (including subsequent property purchasers) is not authorized, nor will it confer a`� �g�F, Q�/(((.(��� whatsoever. 6. DSD SIGNATURE ON-SITE System #1 Approved for bedrooms WAT��AN® = o WASTEV''ATER oz System #2 Approved for bedrooms PROG , AMNZ Disapproved Conditional approval for bedrooms, with Wd)gr B i 1P ations: #AECC884 9 By: avw& Original Certificate Date: /1,/ 1 113 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 Septic System Advisory Well Flow Advisory COSA blue sheet_10-10-12.doc Nitrate Advisory Arsenic Advisory Other COSA Checklist Legal Description: EAGLE RIVER HEIGHTS S/D; BLOCK 8, LOT 3 If more than 1 septic system on lot: COSA Checklist # 1 of 1 A. WELL DATA ❑■ Well log is filed with Onsite (or attached) Date drilled 7/1/16 Total depth 164 ft Cased to 164 ft ❑■ Sanitary seal is functioning correctly ❑■ Wires are properly protected Casing height (above ground) 18+ in. Date of flow test for COSA `NEW Parcel ID: 050-281-18 Structure served by this system 1 Well production at time of test *6 gpm Water storage tank volume N/A gallons Well disinfected for coliform test? ❑ Yes ❑Q N ❑■ Coliform bacteria is Negative Nitrate ND mg/L ❑ Nitrate less than MRL (ND) Arsenic ND ug/L ❑ Arsenic less than MRL (ND) Collected by GEG, LTD. Date of Sample ""5"9 Static water level at beginning of test *86 ft. Comments *PER WELL LOG. WELL HAS NOT BEEN USED. SEE ATTACHED STATEMENT B. TANK DATA Age of tank(s) 2 years Tank type/material STEEL Measured operating fluid level in septic tank *NEW X Standpipes/foundation cleanout per record drawing Date of pumping NEW - HOUSE HAS NOT BEEN OCCUPIED D. ABSORPTION FIELD DATA DEEP TRENCH C. LIFT STATION red maintenance completed Age of lift sta years Lift station material Comments: Which system tested (date installed) *8/23"' Adequacy test date NEW ❑■ drawing ALL standpipes present per record drawResults ❑ Pass For 4 bedrooms Total measured depth from grade *9.6 ft (max) 'PER RECORD Fluid depth prior to test NEW in DRAWING Measured depth to pipe invert from grade *3.7 ft (min) Water added NEW gal ❑ N/A — pressurized field New depth NEW in ❑■ Monitor tubes go to bottom of effective. If not, state Elapsed time NEW min depth into effective ❑■ Final fluid depth NEW in Code -required soil cover over field Absorption rate NEW gpd EJ System presoaked (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) NONE date of test) Gallons introduced gallons If yes, enter date Comments/Deficiencies: 'SEPTIC SYSTEM HAS NOT BEEN USED SINCE INSTALLATION (SEE ATTACHED STATEMENT FROM REALTOR) VOTE: DISCUSSED NO USE ON WELL AND SEPTIC SYSTEM WITH REBECCA CARROLL WITH MOA ONSITE DEPARTMENT ON 11/12/2019 AND SHE STATED THAT AS LONG AS A STATMENT IS PROVIDED REGARDING HOUSE VOT BEEN OCCUPIED, A SEPTIC ADEQUACY TEST AND/OR WELL FLOW TEST WOULD NOT BE REQUIRED. MONITRORING TUBES WERE CHECKED ON 11/27/2019 AND FOUND THEM BOTH TO BE DRY. ALL STANDPIPES IN 300D CONDITION (CHECKED ON 11/27/19). Ll E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' ❑ Yes if No Community Sewer Manhole/Cleanout > 100' ❑v Yes if No ft 2 Yes if No ft Neighboring Tank > 100' Q Yes if No ft Private Sewer/Septic Line > 25' ❑r Yes if No ft Absorption Field on Lot > 100' Q Yes if No ft Holding Tank > 100' Yes if No ft Neighboring Absorption Fields > 100' if No ft Animal Containment > 50' ❑✓ Yes if No ft 0 Yes if No ft ft If septic tank is under driveway comment below F. ENGINEER'S COMMENTS Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ❑r Yes if No ft ❑✓ Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ❑ Yes if No 5+ ft Surface Water > 100' E Yes if No ft Property Line > 5' 0 Yes if No ft Wells on Adjacent Lots: Wells on Adjacent Lots: Absorption Field > 5' ❑� Yes if No ft Private Wells > 100'✓Q Yes if No ft Water Main > 10' 0 Yes if No ft Community Wells > 200' 0 Yes if No ft Water Service Line > 10' 0 Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' Q Yes if No ft If absorption field is under driveway comment below Property Line > 10' 0 Yes if No ft Wells on Adjacent Lots: Water Main > 10' 0 Yes if No ft Private Wells > 100' Yes if No ft Water Service Line > 10' El Yes if No ft Community Wells > 200' Yes if No ft Surface Water > 100' v Yes if No ft F. ENGINEER'S COMMENTS *MET SEPARATION DISTANCE i AT TIME OF INSTALLATION. G. ENGINEER'S CERTIFICATION 1 certify that / have determined through field inspections and review O _- of Municipal records that the above systems are in conformance with p* 4 9 H �* MOA COSA guidelines in effect on this date. f QP...:. , ...i. , ,r , , , , .. I , , , , , .: • . . `y Jeff y ar ess. OQ44�! CE —7 AoG COSA Checklist yellow sheet 14Pr nod o ofess�o a MEccaaa �10000�a Jody Maus From: Sonja Blewett Sent: Wednesday, November 13, 2019 10:28 AM To: Jody Maus Subject: FW: 10235 Lee St. I ATTN Jody Hi Jody, Please see email below... Thanks! Sonja From: Stephanie Grutsch <admin @akhomefinder.com> Sent: Wednesday, November 13, 2019 10:12 AM To: Sonja Blewett <Sonja@garnessengineering.com> Cc: Scott Myers <scottmyers@gci.net>; Ava Anderson <ava@andersongroupak.com>; Jackie Thomson <jlgunnarson@hotmail.com>; John<candtconstruction@mtaonline.net> Subject: 10235 Lee St. I ATTN Jody Hi Sonja, I'm hoping you can help me get in touch with Jody in your office? John Thomson with C&T Construction asked me to please reach out to share that the house on Lee Street has never been occupied, it's new construction. Thank You, Stephanie Grutsch Transaction Coordinator/Executive Assistant Ava Anderson & Scott Myers @ Somers Realtors, Inc. admin a�akhoniefinder.com 907-793-0510 Cell I Text This transmission is intended for the sole use of the individual and entity to n)hom it is addressed and may contain information that is privileged, con fdential, and exempt from disclosure under applicable law. You are bereby notified that mq), dissemination, distribution or di plication of this transmission by someone other than the intended addressee or its designee is stricty prohibited. Ifyou receive this transmission in error, please no@, our firm immediately and retain no hard copies. If%7KF FR -4 UD -1LL K'I: Dile lo the orgoin,g eo,' to limit mire fraud. Somers Realtor, Ing. its Broker(_�j and licensees 7vill never request jnndr be sent to on:r bio^:;el':ngo via 7wre transfer. Should )'on re,eiro an email or an}' communication appeariq to bC %mnr Soren Realtor c, Inc, its Broker(f) or Iic'Gnsee.i, please contact ur immerliatel).1111 parlies acknowledge that neither the broker(+); nor lirensee(s) mrorialed with Somers Reallorr, Ire mill relay ag wire infomialnon related to am trmuaczion. AU parlies are instrncled to nol wire mn}grinds 7rithout ft7s1 venially- venzf-trig whirr; in imetio>s 7tzlh the title eompai thal it handliu_g }'our ilosiq,