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Home My WebLink AboutDELUCIA LT 29Municipality of Anchorage All Z Community Development Department AU G 2 8 2 Wage 1 of 3 On -Site Water & Wastewater Program 4700 Elmore St. - P.O. Box 196650 Anchorage, AK 99519-6650 - http://www.muni.org/onsite (907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number. OSP171212 PID Number 051-141-19 New 0 Upgrade Name: KEITH CARNES ABSORPTION FIELD Address: 0 Deep Trench C1 Shallow Trench 0 Bed Zound 22691 NEEDELS LOOP, CHUGIAK, AK 99567 0 Other Phone: No. of Bedrooms: Soil Rating: Total Depth from origin 617-9529 3 GPD/Sq. Ft FL LEGAL DESCRIPTION Depth to pipe invert from original grade: Grave pth be th pipe: F Ft. Subdivision: Block: Lot: Fill added above original �Gmvrrl length: DELUCIA 29 grade: :��3VF . r_ Ft Township: Range: Section: Gravel vAdth: Beds Number of lines: Distance between lines: Ft. Ft SEPARATION DISTANCES Total abso I area: Number of trenches: — Dist. between trenches: To Septic Absorption Lift Holding Public/r:Pdvate Tank Field Station Tank Sewer Llne]s;700fr SQ. Ft. From Ft Well .80'+ 25'+ TANK N Sepfic El S.T.E.P. DHolding 0 Other Manufacturer. Capacity. Surface Water 100'+ Z ANCHORAGETANK 1000 Gal. Material: Number of compartments: Lot Line 5'+ X W N/A STEEL 2 Foundation 6+ LIFT STATION Curtain Drain NONEKNOWN Manufacturer. Gal. Remarks: *EXISTING 80 FOOT WAIVER GRANTED TO SEPTIC TANK "Pump on'level at High water alarm at (SEE WAIVER# OSP141240) Pump Make & M Electrical Ins performed by: PIPE MATERIAL House to tank EXISTING Tankto EXISITNG drainfield Installer WILCO CONTRACTING Drainfield EXISTING CO/MT D3034 Inspector GEG, Ltd. BENCH MARK (Assumed elevation) Inspection Location and Description: 100M Ft Dates: I St 811512017 2nd 3rd - 4th BOTTOM OF SIDING AT FCO ENGINEEWS SEAL V�W'Gtllllk 11alklillir, Community Development Department Approval 11114 Conditional approval: Date: % 10 .......... .......... 0 k A. 64mess ,--a AW .* IiO 4r Approved: Date: LICENSE 'Val I& E #AECC Inspection Report_1-1-12.doc PERMIT NUMBER: PARCEL ID NUMBER: OSP171212DRAWING051-141-19 WELL / EXISTING 80 FOOT e' , e • ' •t WAIVER TO TANK e. r \ / \ A.• ' A 4. ,'4ti \ a e. NEW 1000 GALLON SEPTIC TANK— ST 'e' .. a � SSZ . l DBL1 ----------- -i not n ! _ — —UT1— NEW CLEANOUT AND 2" STEEL MONITORING TUBE INSTALLED DURING INSTALLATION OF SEPTIC TANK Folyiff,7941on Ltd ___... CIVIL & ENVIRONMENTAL ENGINEERS .._v u_ _.._ 4 ,.. 3701 E. TUDOR ROAD, SUITE 101 `ANCHORAGE, AK 99507 - PHONE (907) 337-6179' FAX (907) 338-3246' WEBSITE: www.gamessengineedng.00m PREPARED FOR: PHONE NUMBER: PAGE NUMBER: KEITH CARNES 617-9529 2 OF 3 PROJECT/LEGAL DESCRIPTION: DRAWN BY: DELUCIA S/D; LOT 29 J.L.M. TYPE OF WORK: DATE: RECORD DRAWING OF NEW SEPTIC TANK 8/15/2017 p El o jet rey A,,uar @5S 4.7 iff to�� pROFESS\S! �®®®® LICENSE #AECC884 / / � l WELL / EXISTING 80 FOOT e' , e • ' •t WAIVER TO TANK e. r \ / \ A.• ' A 4. ,'4ti \ a e. NEW 1000 GALLON SEPTIC TANK— ST 'e' .. a � SSZ . l DBL1 ----------- -i not n ! _ — —UT1— NEW CLEANOUT AND 2" STEEL MONITORING TUBE INSTALLED DURING INSTALLATION OF SEPTIC TANK Folyiff,7941on Ltd ___... CIVIL & ENVIRONMENTAL ENGINEERS .._v u_ _.._ 4 ,.. 3701 E. TUDOR ROAD, SUITE 101 `ANCHORAGE, AK 99507 - PHONE (907) 337-6179' FAX (907) 338-3246' WEBSITE: www.gamessengineedng.00m PREPARED FOR: PHONE NUMBER: PAGE NUMBER: KEITH CARNES 617-9529 2 OF 3 PROJECT/LEGAL DESCRIPTION: DRAWN BY: DELUCIA S/D; LOT 29 J.L.M. TYPE OF WORK: DATE: RECORD DRAWING OF NEW SEPTIC TANK 8/15/2017 p El o jet rey A,,uar @5S 4.7 iff to�� pROFESS\S! �®®®® LICENSE #AECC884 / / 100' WELL RADIUS / A B \\\I FCO - 12.4 ,\ STI 58.6 45.2 \ , ST2 64.5 53.5 \ / DBL1 65.2 65.9 COI V54.5BL2 67.6 MT1 66.9 EXISTING 3 BEDROOM HOUSE \ ! / B FCO WELL / EXISTING 80 FOOT e' , e • ' •t WAIVER TO TANK e. r \ / \ A.• ' A 4. ,'4ti \ a e. NEW 1000 GALLON SEPTIC TANK— ST 'e' .. a � SSZ . l DBL1 ----------- -i not n ! _ — —UT1— NEW CLEANOUT AND 2" STEEL MONITORING TUBE INSTALLED DURING INSTALLATION OF SEPTIC TANK Folyiff,7941on Ltd ___... CIVIL & ENVIRONMENTAL ENGINEERS .._v u_ _.._ 4 ,.. 3701 E. TUDOR ROAD, SUITE 101 `ANCHORAGE, AK 99507 - PHONE (907) 337-6179' FAX (907) 338-3246' WEBSITE: www.gamessengineedng.00m PREPARED FOR: PHONE NUMBER: PAGE NUMBER: KEITH CARNES 617-9529 2 OF 3 PROJECT/LEGAL DESCRIPTION: DRAWN BY: DELUCIA S/D; LOT 29 J.L.M. TYPE OF WORK: DATE: RECORD DRAWING OF NEW SEPTIC TANK 8/15/2017 p El o jet rey A,,uar @5S 4.7 iff to�� pROFESS\S! �®®®® LICENSE #AECC884 PERMIT NUMBER: OSP171212 RECOORD DRAWING TOP OF TANK AT INLET = 93.9 INVERT OF BUNG AT INLET = 93.48' FINAL GRADE = 100.31-100.77 NEW 1000 GALLON SEPTIC TANK (RATED FOR 10' BURIAL) ST2 PARCEL ID NUMBER: 051-141-19 —TOP OF TANK AT OUTLET = 94.05 -INVERT OF BUNG AT OUTLET = 93.37 "'ARNESS EN(31NEERIM31 Cff ROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS -, 3701 E. TUDOR ROAD, SUITE 101 - ANCHORAGE, AK 99507 - PHONE (907) 337.8179' FAX (907) 338.3248' WEBSITE: www.gamesswigineeting.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: KEITH CARNES 617-9529 3 OF 3 PROJECT/LEGAL DESCRIPTION: DRAWN BY: DELUCIA S/D; LOT 29 J.L.M. TYPE OF WORK: DATE: RECORD DRAWING OF NEW SEPTIC TANK 8/15/2017 OF PE ;0. C) ft mess Q ir cl=-7913 ... ........ SS\ P.%FE(Z-,\ LICENSE TAIku"'o* #AECC884 &-T-17 srt,""""'r,of MUNICIPALITY OF ANCHORAGE r., . �titirnr On-Site Water &Wastewater Program .N':' S'� PO Box 196650 4700 Elmore Road .. f- ,d ' Anchorage,Alaska 99519-6650 Phone:(907)343-7904 Fax.(907)343-7997 http://www.muni.org/onsite ' r. epartment On-Site Wastewater Disposal System Permit Permit Number: OSP171212 Effective Date: 8/9/2017 Work Type: SepticTank Upgrade Expiration Date: 8/9/2018 Tax Code Number: 05114119000 Site Legal Address: DELUCIA LT 29 G:1259 Site Mailing Address: 22691 NEEDELS LOOP, Chugiak Owner: CARNES KEITH A& KATHERINE S Lot Size in Sq Ft: 15000 Design Engineer: GARNESS ENGINEERING GROUP LTD Total Bedrooms: 3 This permit is for the construction of: El Disposal Field 17i Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72)and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing 46 Bba/9- Received By: _ I`� Date: Issued By: ar , �// Date: �/,/,2C, w MUNICIPALITY OF ANCHORAGE ., f.�, Community Development Department �� ..'' -0 ;1 7-343-7 04 Development Services N - : 9g75143-79:7 On-Site Water & Wastewater Program P\\C30 ti Mayor Dan Sullivan o- On-Site Sewer/Well Permit Application %Es 6 °' For A Single Family Dwelling y Parcel I.D. 051-141-19 Property owner(e) KEITH & SUSANNE CARNES Day phone 617-9529 Mailing address 22691 NEEDELS LOOP*CHUGIAK,AK 99567 Site address 22691 NEEDELS LOOP *CHUGIAK, AK 99567 Legal description (Sub'd, Block & Lot ) DELUCIA; LOT 29 Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: (®all that apply) Initial ❑ Single Family (SF) Absorption Field ❑ ® (w/wo ADU) Septic Tank ® Upgrade Duplex (D) ❑ Renewal ❑ Holding Tank ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well E] Water Storage n THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: N/A Distance: - I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: .216 Waiver Fees: Date of Payment: Q\a 1 11 Date of Payment: Receipt Number: 04{6166) Receipt Number: Permit No. Ds2 i)11 121Waiver No. (Rev.01/11) de i 111CS GARNESS ENGINEERING GROUP, Ltd "id-- .--"--e7: -`` ' CIVIL&ENVIRONMENTAL ENGINEERS Dealer August 7, 2017 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic Tank Upgrade for Delucia; Lot 29 To whom it may concern: The existing 3 bedroom house is served by a private well and septic system. The septic tank (installed in 1982) is in a state of failure and needs to be upgraded. We are proposing to replace the existing 1,000 gallon steel septic tank with a new 1000 gallon steel septic tank. It should be noted that the existing tank is located approximately 80 feet from the private well serving the subject lot (see existing waiver on file with MOA that was granted in 2014). The new tank will be installed in the same location as the existing tank; therefore we are requesting that the subject waiver be extended to apply for the new septic tank, as the same justifications apply. Per conversation with Rebecca Carroll with the MOA Onsite Department on 8/7/17, it was in her opinion that it was not necessary to apply for a new waiver. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. erely, 4rf . am ..E., M.S. Pre-i• • 3701 East Tudor Road,Suite 101 *Anchorage,Alaska 99507-1259 Phone: (907)337-6179'Fax: (907)338-3246*Website: www.garnessengineering.com \ NEEDELS LOOP I — — / DANIEL COURT ��— —�� 479/." \ DELUCIA:LOT 7 DELUCIA;LOT 38 / DELUCIA;LOT 37 ...c' \\ /QO OO I ///CI /--- I \ owe \` . 1 I / /�' �\ \ I 1 ^ \ / I 100'WELLRAOS \ J \ / I I / \ 1 I /X\ i 1 X100'WELL RADIL \\I I / \ I \ I .1',/ // I DELUCIA;LOT 30 DELUCIA;LOT 31 I \ / ` 10Q�LeLL RADIUS .I 1\ \\\ I / BEDROOM /EXISTING3 I // \\ \ \ 1 / / \ \ \\ 5e / HOUSE ' / / \ / / / \..... '// \ PRIVATE WELL \ // / �00'I.1, SERVES LOT 378321 F<< DELUCIA;LOT 6 DELUCIA;LOT 28 1 \\- 111-- A /DELUCIA;LOT 30 Y 1 /agO�US I I 4 ® I I _ I / — 1 _ — \ NEEDELSLOOP / — T — _/___ — — \ / \ / N / SKY MANOR;LOTS 1-4 ARE \\` i/ SERVED BY A COMMUNITY ————i 7 p WELL THAT IS MUCH GREATER THAN 200 FEET FROM THE PROPOSED SEPTIC TANK SKY MANOR;LOT 1 a SKY MANOR;LOT 2 SKY MANOR;LOT 3 SKY MANOR:LOT 4 N Ia SCALE: Il I 1"=100' / / � \\� 1 ..' II �.� .. .. 1 ,• P •. / ••� • ♦ GARNESS ENGINEERING GROUP, Ltd .• . 9 ''. '\-- CIVIL&ENVIRONMENTAL ENGINEERS 0•� / ' / 0 3701 E.TUDOR ROAD,SUITE 101'ANCHORAGE,AK 99507'PHONE(907)337-6179'FAX(907)338-3246'WEBSITE:www.garnessengineering.com ;. : ; PREPARED FOR: PHONE NUMBER: PAGE NUMBER: f J y • ess J `ij KEITH &SUSANNE CARNES 617 9529 1 OF 2 �j��J,•'•/ C -79 3 •;° � PROJECT/LEGAL DESCRIPTION: DRAWN BY: •� \ DELUCIA; LOT 29 L.K.B. �1Q••p'� y •�'�••�,�'�� TYPE OF WORK: DATE: LICENSE ;;VFESS� 4 SITE PLAN 8/7/2017 #AECC884 I \\\\oi - I GEG,Ltd.HAS A 8 PAGE SPECIFICATION 1 LETTER THAT PERTAINS TO THIS DESIGN.TO \ I OBTAIN A COPY OF THE LETTER CONTACT \ _ _ _ 100'WELL RADIUS GEG.BY PROCEEDING FORWARD WITH THIS _ p I INSTALLATION,THE ENGINEER,WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE / \ SPECIFICATIONS AND AGREE TO ACCEPT THE N. TERMS AND CONDITIONS OUTLINED. 1 A 1 DELUCIA;LOT 37 ` 1 / ` 1 100'WELL RADIUS X 1 I \ / 0 \`// DELUCIA;LOT 38 // \\ 1 t( 11 ! / 1\ 0 100'WELL RADIUS I I / I I y` 1 'WELL RADIUS 1 I1 1i 00 I /EXISTING 3 DELUCIA;LOT 28 1 // BEDROOM / \ / HOUSE � � / DELUCIA;LOT 30 Y INSTALL DOUBLE CLEANOUTS Mil •- + ~ 1 - -'80 FOOT SEPARATION DISTANCE 'DRIVEWAY.' // VACANT / FROM SEPTIC TANK TOWELL(2014 ' : 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 IPHONE ~.7¢-¢ -- ~'ZZ~ [] UPGRADE LEGAL DESCRIPTION LOCATION Well ! Absorption a rea/.4. ~ Manufacturer ~ ~. ~ _ ~ Liq. capacity in gallons ..... ¢ ~O~,, IF HOMEMAUb: Insid~.lengt~ ~ DISTANCE TO: Well ~ i ~ Manufacturer ~ Well ~ % DISTANCE TO: /~) ' ~ ~ No. of lines Length of each hn ~ ToO of die to fimsh ~ra6e ~ ~ ~ Length Width ~ ~ I Type of crib Crib diameter ~ DISTANCE TO: Well Driller ~ ~Class Depth Foundation Total I engt h~,~n ~ Material beneath tile Dept h~] / BuildinToundation Material NO. OF BEDROOMS PERMIT NO. ~ No. of compartments Width Liquid depth PERMIT NO. Material Nearest lot linelc ,.'.~ Trench widtJ~_ 0 ~ inches Z ~ inches Liquid capacity in gallons Distance be t we e/~/t~]¢ Total effective absorption.~a PERMIT NO. To[al effective absorption rea Nearest lot line Distance to Iotline Septic tank PERMIT NO. Absorption area(s) OTHER PIPE MATERIALS SOIL TEST RATING INSTALLER REMARKS A VE~ -- ~-01yRev. 3/78) l/ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG - PERCOLATION TEST SOILS LOG PERCOLATION TEST PERFORMED FOR: DESCm,T,O.: 1 4 5 7 SLOPE DATE PERFORMED: SITE PLAN 10 11 12 13 14 15 16 17 18 19 20 l~o~l, erl A. No. 1., ENCOUNTERED? O; P E IF YES, AT WHAT DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop / / PERCOLATION RATE (minutes/inch) COMMENTS TEST RUN BETWEEN I FT 72-008 (6/79) DATE: L. i}iil Ei F::i L. (�rrtifirD drilling ung by A 8 L DRILLING COMPANY BOX 97, EAGLE RIVER, ALASKA 99577 • TELEPHONE 694-2588 OWNER OF LAND DEPTH OF WELL ADDRESS LEGAL DESCRIPTION L -T Z UC I & 9 U b� DATE, - Started l Ended 4 ZI0 7 PERMIT NUMBER 7 S 0 /A KIND OF FORMATION: STATIC LEVEL OF WATER FT. DRAW DOWN FT GALS. PER HR KIND OF CASING From Ft. to Ft. B From Ft. to Ft. From Ft. to Ft. hkwo From Ft. to Ft. From Ft. to—j Ft. S19-1v64/A✓Fc tC.f .0tA'0f m Ft. to Ft. From Ft. to�Ft. SW -0v sf G From Ft. to Ft. From Ft. to 91 Ft. 4 4147' 6 Rp vc=t t-12-1140, From Ft. to Ft. From Ft. to -1,5-- Ft. C� !y roR�4 C From Ft. to Ft. From_ Ft. to My Ft. Cit-t9i 6 PAu e 4L/,321 x0. From Ft. to Ft. From Ft. to�Ft. S/< % From Ft. to Ft. From Ft. to 168'Ft. Q_ ' Sf-/3o"'0�from Ft. to Ft. From Ft. to31017t. QEd le oc K U ER Y I pvrokm ro Ft. to Ft. From Ft. to Ft. 6/: w rpt e 7-,,,e eur From Ft. to Ft. From Ft. to Ft. From Ft. to Ft. From Ft. to Ft. From Ft. to Ft. From Ft. to Ft. From Ft. to Ft. From Ft. to Ft. From Ft. to Ft. From Ft. to Ft. From Ft. to Ft. From Ft. to Ft. From Ft. to Ft. MISCL. INFORMATION: DRILLER'S NAME APPLII NT FILLS OUT UPPER HA[ 13mpertyOwner (' I i~)~ }(~ ti~ ~-~' ?! ~2 27t//~ ~ ~ ' · Phone~.~ Mailing Addre~ ~ ~ ~(' [.,_] &" ~ '"" ~ ~ <'t'~:.) ::~- :{ ~ Zip Code Buyer '~ ~,: ~(,.__. '~" %,-~ ~:7.: (: Address Zip Code Lending Institution ~, . , ~ '/' ~'~ "'.~ ?~ i ': ¢"* *''~ ~ ~;'~ /:,~ ,% ¢ :, ;' ,~'~ ¢ , Phone Address L % L~O~ D~,o~iption ~ ~q '~¢ ~4 ~ ~ ~ Ty~of Resi~nce ~ Single Family ~- QJ Multiple Family No. of Bedroo~ ~ Other Wa~r Supply ~ Individual .¢% ~ Sf' I~ i~'~ ' A~AOH WELL LOG. A w¢l Icg is required for all wells drilled since June 1975. ¢~ Community ' For wells drilled prior to that date, give well depth (attach Icg if available). E Public Utility (~ :'-.D ~.¢~:/¢ Se~r Disposal ~ Individual Year Individual Installed: ~ Public ~ility When Connected to Public Utility: ~ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSlNG CAN BE INITIATED. Time Time Time Time Date Date Date Date Insp~tor Insp~tor Insp~tor Insp~tor Field Notes: MUNICIPALITY 'OF AN~WDRAGE ,, . r ON RECEIVED ( ) APPROVED BEDROOMS ~ .~ *CONDITIONS OF APPROVAL . Soils Rating Date ~wer Installed Well To Absorption Area / ~,- ;~ Well Log Received 72-023 {3/82) Municipality of Anc ;h Wa§6�j gr On -Site Water & Wastewater Zia (907) 343-7904 "v 0*1 ch a n, 7 (L CERTIFICATE OF ON-SITE SY- S APP X AL 0i ju L -7 Parcel I.D. 051-141-19 Expiration Date: I "W44IL-14 ZT.�l 111110,191 ail Complete legal description DELUCIA S/D; LOT 29 Location (site address) 22691 NEEDELS LOOP, CHUGIAK, AK 99567 Current Property owner(s) KEITH CARNES Day phone 617-9529 Mailing address Real Estate Agent 22691 NEEDELS LOOP, CHUGIAK, AK 99567 DAR WALDEN Day phone 2. TYPE OF DWELLING: Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) " 0 1111, 1 1 W, I ft I _: I rX*j2 A4 R asielir, R3 7c] 865-6409 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well IN Individual On-site Individual Water Storage ❑ Individual Holding tank F-1 Community ClassWell❑ Community On-site D Public Water System El Public Sewer El WaiverNariance request for LOT LINE WAIVER Distance: 7 FEET Received b Date: COSAto be releaseg❑engir6er, unless otherwise requested by the 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. l 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. Address 3701 E. TUDOR ROAD, SUITE 101 " ANCHORAGE, AK, 99507 Engineer's Printed Name Engineer's Comments: JEFFREY A. GARNESS, P.E. In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry prardices. The reported results describe the condition of the systems on the datels of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational fife of all wells and septic systems depend on a variety of variables induding, but not limited to, soil conditions, groundwa te r to vets (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the systems. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the systems; therefore, GEG makes no warranty (express or implied) regarding the future perfomrance of the well orSep lfc system. GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the current systems fail. The content of this report is for the sole beneft of the personlparty who retained GEG. Reliance upon the information provided in this report by any other person or party, including but not limited to subsequent property purchasers, is not authorized. In short GEG disavows any legal duty to anyone other than the personlparty who paid for this report. 0 System #1 Approved for bedrooms. Phone 337-6179 Date> Ar Ar �,.•'` �# `}'� r ....f.' ... ...............::.....0 ...SI�� .:........... .0 reyy"��A-/GG�amess..:' C -795 �i pROFESS��P LICENSE #AEcc System #2 Approved for bedrooms. Disapproved. J. Conditional approval for bedrooms, with the following stipulations: ifla-R j\i1iL) 1 SiyAS T EtNNl R S(ii:rtii M Original Certificate Date: q - `5--- 1 The Municipality or Anchorage Develop, emt Services Division (DSD) issues Certfcates of On -Site Systems Approval (COSA) based only upon the represenatations 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. ATTCHMEidTS: COSA Checklist' . Septic System Advisory Well Flow Advisory -- (Rev. 10/12112) Nitrate Advisory _ Arsenic Advisory Other ' If more than 1oeptic system ismmthe lot: CO8AChecklist # —of __ Structure served by this system DELUC|ASD}�LOT28 Legal Description: ' Parcel ID: 051-141-19 A. WELL DATA Well type -PRIVATE- KA' B' or provide PVV80# _»/^ Well Log (Y/N) YES Date completed 47l1978Sanitary seal (Y/N).YES Wires properly protected (Y8N) YES �__ Total depth 340ft. Cased to169ft. Casing height (above ground) t2+in. FROM WELL LOG AT INSPECTION Date of test 8 014/2017 Static water level LINK ft. 178 ft. Well production LINK 0.p.m. °°°^0.33 9 -P.M. °°°°RECOMMEND|NG5OUGALLONS OFSTORAGE WATER SAMPLE RESULTS: BEADDED T0MEET INSTANTANEOUS DEMAND Coliform ABSENT oo|onian/100 m|. Ndnshe 4J9 mg./L. Collected by: ALASKA RIM Arsenic: ,5_ug}L Oode cfsample: _.7/12/2{17.- G9' SEPTIC/HOLDING TANK DATA TankType/Matoria| STEEL Date installed 015/2017 Tank size _1{000gal. Number ofCompartments _2C|emnouto(Y7N) YE Foundation cleanout (Y/N).YES Depression over tank (Y/N)_NO_ High water alarm (Y/N) N/A Date ofpumping NEW Pumper C. ABSORPTION FIELD DATA 'BELOW EXISTING GRADE AT NEW MT. NEW 2- STEEL MONITROING TUBE INSTALLED ON 8/1412017. NEW MONITORING TUBE EXTENDS 1.cwFEET BELOW INVERT opNEW CLEANOUT. Date installed 8/15/1982 8ui| rating or(GE� _125_ System type 5 -WIDE Length 63 ft. Width 5 ft. Gravel below pipe 2ft. Total depth __*1125_ft. E8.absorption area _375+ Mu Monitoring tube YES Depression over field NO Date ofadequacy test °°8Q Results (Pana/Fai|)_°pASS� For 3_bedrooms Fluid depth inabsorption field before test _3in. Water added _520_gal. New depth _15 in. Elapsed Time: 595 min. Final fluid depth O in. Absorption rate >= 450+ g.p.d. Any rejuvenation treatment (past 12mo.)(Y/N8type) NONEKNOWN |fyes, give date -___ ** SEE ATTACHED SEPTIC ADEQUACY LETTER FOR EXPLANATION OF SEPTIC TEST. HOUSE VACANT MORE THAN 30 DAYS ADDED 1689 GALLON PRESOAK PRIOR TO TEST. DISTRIBUTION LINE JETTED PRIOR TO TEST. SEE ATTACHED REPORT OFALASKA RIM ENGINEERING ADEQUACY TEST 0N7/17/2D17. Date installed Size ingallons K8enhole/Acceoa(Y/W) "Pump on" level at_____n. "Pump off" level alarm level at in. Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ONLOT TO: Septic tank/lift station on lot Wl+ — Absorption field on lot Public sewer main On adjacent lots On adjacent lots 1 Public sewer manhole/cleanout Sewer /septic service line tank Animal containment areas Manure/animal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation Property line Absorption field Water main Water service line 8urfaoewate[ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ONLOT TO: 5'+ Property line Building Water main Water service line .Ky+Surface water Oriveway.parking/vehicle storage °**O._. Curtain drain NONEKNOWN Wells onadjacent lots i00'+_' *SEE WAIVER #OSP 141240. —REQUESTING LOT LINE WAIVER. PREVIOUS AS -BUILT SURVEY SHOWED 10 FOOT SEPARATION DISTANCE. HOWEVER NEW AS -BUILT SURVEY SHOWS ONLY T+ SEPARATION. —PORTION OFTRENCH UNDER DRIVEWAY (SEE 1883CONDITIONAL HAA) / certify that / have determined through field inspections and review of Municipal npnonzs that the above systems are /n conformance with MOA CO8Aguidelines ineffect onthis date. Engineer's Printed Name JEFFREY A. GARNESS Date (Rev. 10n2x2) E2 LICENS all TAIL #A CC884 0 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Certificate of On -Site Systems Approval (COSA) # OSC171395 During a recent COSA on-site inspection and test of the potable water supply well on Block , Lot 29 of Delucia subdivision, the well's productivity was determined to be .33 ) gallons per minute. The minimum well productivity required by this Department (AMC 15.55) for a 3 -bedroom residence is .31 gallons per minute. Although the subject well currently exceeds this minimum requirement, all parties concerned are advised that the production capacity of the well may fluctuate. Restriction of non-critical water uses such as washing cars and watering lawns and gardens may be required. This advisory must be attached to all copies of the subject Certificate of On - Site Systems Approval. _ unicipality of Anchorage { .1 �„ Dt p:n trur:u t P.O. Box 196650 o 4700 Elmore Road Anchorage, Alaska 99519-6650 0 (907) 343-7904 0 Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Division On -Site Water and Wastewater Program Waiver#: OSV171096 COSA#:OSC171395 Permit#: PID#: 051-141-19 Legal Description: Delucia L29 Engineer: Garness Engineering Group Applicant: Keith Carnes Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 7.0 feet. This waiver approval applies to the existing absorption field only. Any future upgrade to the on- site wastewater disposal system will require all separation distances be met or another approval from this department. ❑ The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. ❑ Notarized letter(s) of nonobjection have been received from the owner(s) of the affected adjacent property. ® Adjacent properties are not affected by this waiver. Q N ® ■ ® ■ ■ 6 Q @ ■ H ■ Q ■ t ® i ■ ® ■ ® ■ 0 H ■ @ a H 0 H O ■ R ® ■ ® ■ ® ■ U . ■ ■ @ ® ® @ ® ® Is ■ Y ■ O ■ ® @ m W ® H O B 0 ® ® H B Q t Q @ ® B s ® t Waiver is Granted: X Waiver is not Granted: Date: (ZIpproved by: Z17 A Name of Re ' er August 23, 2017 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Attention: Tim Eklund Ref: Septic Adequacy Report and Lot Line Waiver for Delucia S/D; Lot 29 Mr. Eklund, A new 2" steel monitoring tube and a 4" cleanout were installed on the east end of the drainfield. The 2" steel monitoring tube was slotted on the bottom 2 feet of the pipe and was driven into the drainrock with a backhoe. The pipe was pushed into the drainrock until there was resistance without bending the pipe. Based upon our elevation shots, the monitoring tube extends 1.04 feet below the invert of the new cleanout. We have attached a sketch of these elevations. An existing 4" sump was already located on the west end of the trench, but the invert of the distribution line could not be found due to the pipe being slightly bent. The following is a brief description of our septic adequacy test: • Since the house has been vacant for more than 30 days, a presoak was required. • Prior to our test, both the sump and the new monitoring tube were found to be dry. • On 8/22/2017, a total of 1,689 gallons were added to the double cleanouts after the septic tank via a water haul truck. We monitored the liquid levels in the septic tank and checked the double cleanouts after the tank, and at no time did the water back-up into the septic tank. After adding this water, the system was allowed to recover for a period of 118 minutes prior to starting the adequacy portion of the test. • Prior to starting the adequacy, there was 3" of water in the monitoring tube and 13" in the sump. A total of 520 gallons was added to the double cleanouts at — 2 gallons per minute which caused a liquid level rise of 12" in the new monitoring tube (15" total of water in the monitoring tube) and approximately 3" of water in the new cleanout. During the adding of this water, the liquid level in the sump dropped from 13" to 2.5" of liquid level. • The following morning (8/23/17), 595 minutes after introducing water into the drainfield, the monitoring tube and sump were both found to be dry. Based upon this information, 520 gallons was absorbed in 595 minute period and a total of 2,209 gallons was absorbed in less than a 22 hour period. Based upon our measurements and elevation shots (see attached sketch), it is unclear if the drainfield, including the distribution line, is installed level. However, it is our opinion the drainfield is adequately absorbing 450+ gallons per day within the design effective. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com Page 2 of 2 We are also requesting a 7 foot lot line waiver for the drainfield to the south property line which abuts the road right-of-way. The previous as -built survey showed a 10 foot separation distance; however, the new as -built survey shows only a 7'+ separation. There should be no conflict with the granting of this waiver. If you have any questions, please contact us at 337-6179. Thank you for your assistance. Sincerely, d6ff0VG 61rne.s4g, P. E., M.S. ; Prei t 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www. garnessengineering.com Lot 38 Lot 37 N89059'00"W 100.00 link fence (typ) LOT 29 ui WelF-,O Ram,, (0 U r-. 0 56.0 Lot 28 q r) Stg. 0 Lot 30 0 U-) N) 9) 1 Story Frame House 56.0 0 CO 0. deck 0 0 z 0 z "0 SCALE: 1"= 30' 0 a shed Septic vents N89059'00'W 100.00 Cr) cr) NEEDELS LOOP RECERTIFIED 8-24-17?'5f/_ AS -BUILT NO CORNERS SET THIS DATE I hereby certify that I have performed a Mortgagee's inspection Ak of the following described property: LOT 29, AM• DELLICIA SUBDIVISION AMF 11, if ,moo f)." 49th #4 04 00 00 .... ... ........... 00 -,,".Fred Walatka: oo 3255 - S t' Aw ,Fess,+ EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED RCJ PLAT ARE NOT SHOWN HEREON. BE 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 1st day of August 2014. FRED WALATKA & ASSOCIATES (907-248-1666) Engineers and Surveyors iA Adequacy test: The initial field measurements of the septic drainfield prior to the start of the test showed 25.5 inches of fluid in the monitor tube. Municipality of Anchorage (MOA) adequacy test procedures state that if the fluid is in the septic drainpipe at the start of the test, the field is considered failed. The effective depth of this field is 24 inches, so the field is failed from the outset. Brandon Jones, our field technician, continued to run the test in case there was a reason for this elevated fluid level (i.e., clog in the line); however, the water began to backup into the septic tank within 30 minutes of the start of the test. Brandon moved the water flow to the monitor tube and the flow immediately began to backup to the tank, and he ended the test. This test also tests the fitness of the septic tank. Atypical 1,000 -gallon steel septic tank should have a fluid level between 49 to 58 inches, depending on the flow into the tank. Initial field measurements showed the fluid level in the tank to be 46.5 inches, and the fluid level at the 24 hour check was at 48 inches. Based on this, and the age of the tank, we concluded the septic tank is also in a failed state. Well flow test: Based on the 2014 well flow test results showing 1.72 gpm, Brandon started the well flow test at a low flow rate. His report shows that the static water level in the well casing dropped significantly within 30 minutes, from 168.2 ft to 210.4 ft, and eventually to 329.6 ft. The flow stopped completely at times, and he would allow the well to recover before restarting. He said he could hear the well pump cavitating and so would start and stop the flow to allow some recovery. Eventually the flow was so low and the static water level in the casing had dropped considerably, so he stopped the test. He hoped to return the next day to do the 24 hour check on the septic tank and attempt to run the well flow test again. The static water level in the casing had recovered only 2.1 ft, from 326.5 ft to 324.4 ft, from the previous day and so Brandon decided not to attempt the well flow test again. It is possible that Brandon could make another attempt at the well flow test, if the static water level in the casing is fully recovered. He would start the flow at a very low rate and see if it is possible to run it for 4 hours which is the minimum time MOA requires for well flow tests. The required flow fora 3 -bedroom home is 0.32 gpm for 4 hours. My understanding is that if the required minimum flow rate cannot be achieved in 4 hours they issue a "well advisory" with the COSA. Let me know if you need additional information. Mary L. Shreves, P. E. Alaska Rim Engineering, Inc. 9131 East Frontage Road Palmer, AK 99645 907-745-0222 907-746-0222 fax Confidentiality Notice: This email message including any attachments is for the sole use of the intended recipients and may contain confidential information. Any unauthorized review, use, or disclosure is prohibited. Sender is to be held harmless for any liability resulting from information sent unintentionally. 1s3/J F p�{