HomeMy WebLinkAboutPARK PLACE LT 9AMar 04 20 0:51 a Anchorage 1''Vell & Pune Ser 5072430742 p.1 `� ;� � ��9-L�ti�: :.".'f1T�'6�;" e:r2?�S�':d�=`.r��-�C. F'�M,,,�.�n:.;-; =�• 14Fnr'(dByiCh �.., V L �y AKQ:'�� r$ 4 f £ �Y Mayor � K,.2 �.;r�.,�; era�'on,itie Plump Installation Log Well Drilling Permit Number-. SW_._ Bate of Is$t4Q: Parcel Identilleati+)n 1_' lumber:_ �0 — m2— ] (� Legal Description.......................-- ------- Property Owner P 0nze & Address: Pump Installation Date: ! :? T_ 0 Puanp Intake Depth Beiaw 'l'op oi'well ca.,jin., a� (j feet Punhp Manufacturer':+ :`d: me- Pump Model: c3zZj Pump Size ! hp Pitless Adapter Bursal Depth: /Meet Pltiess Adipter 1V1:7Y]UlkctUrer's!�€arrre: ���'�71.-.�,t�� Pitless Adapter installer: i t Well Disinfected Upon C01"ple#ion? ' � yes i No Method ofDisinfeUMB: Comments: Purrtp Installer dame: .Attention: The puinp inv:aller steal! provide a pump iR75falletion ?og to the DSD within 30 days of pu*np instailatien. · ~' tq__:,.,., -.~VIUNICIPALITY OF ANCHORAGE ,~., DEPARTMENT OF HEALTH & ENVtRONIVIENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage. Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME ~ PHONE <~NEW ~ MAI LIN G,(~.D DR ESS LEGAL DESCRIPTION LOCATION A NO. OF REDRESS ~Z Manufacturer P(~ ~F '{ ~ G~-* Material ~5~' ~ No. of compartments Li,. ca,a~ ~,o., ], HOME.DE: Inside length Width Liquid de~ ~ ~ Well Dwelling ~ .... PERMIT NO~. DISTANCE TO: ~ Manufacturor ~aterial~': kiquid capac~in ~allons ~ Well Founaation~ Nearest Iot~ 't PERMIT No, of ,in~ Length of each,~n~ Total length of3~q [rench wi~¢ Distance between~r~C _ ~ ~. ;~2~ - inches ~ Topofti~tofin,sh~rade~, ~'" ~. / Matoria.~eneathtile ~ inches Total effect,veab~io~ar.a Length ~idth Depth ~. PERMIT NO. ~ ~ Type of crib Crib diameter Crib depth ~ Total~qctive absorption area m Well Building foundation Nearest lot ~ m DISTANCE TO: ~ , , C~~ Depth Driller Distance to lot line~ ~b PERMIT ~. ~ DISTANCE TO; Building foundatio~,~O / Sewer line Septic tank ~00 ~- ,i Absorpt on ar~a~ OTHER PIPE MATERIALS SOIL TEST~ATING . INSTALLER ~ REMARKS ~ ' ~ q~ I APPROVED ~ . DATE LEGAL 72-013 (RI 3/78) L S 01~,,,,~ .~.,,E ~L/D, Ri L Li[ '-' ANCHORAGE, ALASKA 99503 PhONe~l~-- ~/¢/_¢~//;Z ¢ DRILLING LOG Well Owner · ' Location (address of: Township, Range, Section, if known; or distance main road feet Size of casing _Depth of Hole~?/~ feet Static water level z/P ~ ft. (above) O land Screen ( ); Perforated ( ). Cased to. surface. Finish of well (check one) open end (/); Describe screen or perforation Well pumping test at_ S .gallons per (hour) (O for of drawdown from static level. Date of completion ~/~~/ ~ ~'~ hours with Depth in feet from ground surface _TO¸ ~?' ¢' TO Ira?~ .TO. TO. TO_ '.TO TO- .TO. TO __ .TO Give details of formations penetrated, size of material, color and hardness ) PERMIT NO, APPLICANT JOHN BERGGREN LOCATION L. ORETTA ST LEGAL L9 PARK PLACE S,"D TYPE OF SOIL ABSORBTION SYSTEM IS~ TRENCH ,, DE~'ARTMENT O~~' HEALTH FIND EI",IYIRONMENTAL ~'RO'rEC:T~ON [S,,19~('~ ~ 825 '"L'" STF.:EE'F.. ANCHORAGE., AK. 9950± / ._ . '.~ ' 264-4720 b. NEL. L Rf4[) ,3 ~-~--'_5 .~ T'E '--.--% B: l --- i E:R F'EF~t4 :£ ~. ,=.kt~,_.-.L~, ?"3':.Ei:L RHRD ST 349 ?"':'?~' LOT _._,'_~. :~o~{}:.'.}id ,.--,QUHRE FEET MAXIMUM NUMBER OF BEDROOMS = 5 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: [:,EF"TH= ~ LtEt'4G'rl-4= ~ ~7..~F~:R"-..~EE_ [:,BF'-I-F-I=,-~- THE LENGTH DIMENSION IS THE LENGTH ,::IN FEET::, CIF THE TRENC, H OR DRRINF'IEL[:,. THE DEPTH OF R TRENCH OR PIT IS THE [:,ISTRNCE BETWEEN THE SURFAC:E OF THE GROUND AND THE BO]'TOM OF THE E>.'.C~VBTION <IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRFIVEI... BETWEEN THE OI..I'¥'FRLL PIPE RND THE BOTTOM OF THE E::.::CAVRTION (IN FEET::,. i PERMIT MFFLI_.MNT HAS '[HE RESPONSIBILITY TO INFORM THI=, DEPARTMENT DURING THE ! INSTALLATION INSPEE:TIONS OF ANY WELLS ADJACENT TO THIS PROPERTY Fff4D THE !NUMBER OF REz. I[EN_.Ez." '-' :, P '~ THAT THE WELL WILL SERVE. 'T F-~ICm ,':'..._ ..--:' ':" I 1%t 'S F' E: C: l' ][ El ~'-.tS ARE: F-: [-] ~.7.., LI I RE: [:', I BAC:KFILLING OF ANY SYSTEM WITHOLIT FINAL INC*PECTION AN[:, APF:'RFI'v'RL BY :'FILS [:,EPFIRTMENT WILL EE SUBJEC:T TO PROSECUTION. :MINIMUM DISTANCE BETWEEN 8 WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS ±E~E~ FEET FOR R PRIVATE NELB OR i50 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL WELL LOGS ARE REQUIRED AND MUST 8E RETURNED TO THE DEPARTMENT WITHIN ]:E~ DRYS OF THE WELL COMPLETION. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DtAGR?IMS ARE A',/AILABLE TO INSURE PROPER INSTRL. LATION. I CERTIFY THAT -1: I RM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS RS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. _~: I UNDERSTAND THAT THE ON-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THAN 5 BEDROOMS. .................. I'~IIED ........... BY ................ PR'rE_ ~";',=,. 2 (907) 278-1551 July 19, 1978 Mr. John Berggren 7301 Chad Street Anchorage, AK 99502 ..Reference: Suitability for On-Site Sewage Disposal Systm Lot 9, Park Place Subdivision Dear Mr. Berggren: On December 22, 1977, a test hole was placed on the above referenced lot. by our firm. A copy of that test hole log and an accompanying report has already been transmitted to Mr. Roll Strickland at the Municipality of Anchorage. That test hole log showed these to be NFS, brown Sandy Gravel with the unified classification of GP/GM from 2.5 to 16 feet on the site. A gradation was made' of samples .from this test hole. Therefore, the classification was not visual, but done by laboratory analysis° It showed the percent passing the number 200 screen to be 6%. This should be excellent material for construction of an on-site sewage disposal system. Though we did not run a percolation rate of 1.5 minutes per inch is conservative for soil of this ty~.-q~-~- No free water level was detected in the test hole. If there are any questions, please do not hesitate to contact us. Very truly yours, ALASKA TESTLAB Melvin R. Nichols, PE Laboratory Manager · D~pth in Feet From To 0.0 1 .0 1 .0 2.5 2.5 16.0 Bottom of Test Hole: Frost Line: Free Water Level: Soil Description Brown Peat, Pt, damp, soft. F-2, brown Silty Sand, SM, damp, medium density, trace gravel wi~% sub'rounded particles to 3" NFS, brown Sandy Gravel, GP-GM, with trace 'Silt, damp, medium ~-~sity, subrounded particles to 6". 16.0 ft. None observed while drilling; None observed 1-12-78 S~]ple Dephh 1 5.0 2 10.0 3 15.0 Type of Dry Sample Strength Group Unified G N B GP-GM G N B GP-GM G N B GP-GM Remarks: 1 . 3. 4, 5. 6. Type of Sample, G=Grab, SP = Standard Penetration, U = Undisturbed. Dry Strength, N=None, L=Low, M=Medium, H=High. Group refers to similar material, this study only. General Information, see Sheet 1. ~ Frost and Textural Classification, see Sheet 2. Unified Classification, see Sheet 3. ~0 LOT ~ tE It is tile rcapon~;ibiliLy builder, prior Lo propped building grade rclat, ive to fin- ished grade and utility co~ntqctions and to determine the existence ~, covcnat~tm or restrictions which do not ap;~ar on ~e re~rded subdivi- moa p~t. LOT SURVEY CERTIFICATION ' "'"" '"'"'""' ' ~*~Z,...~ .... .':.:~q~ /~ ~%~ LEGEND: . ~ Brass C~p Monument e Ir~ Pipe Lot ~, Block ~ -_' Are~ - ' Sq. Ft. , sleet Pin ra Survey Hub P' Tock PIm rile NO.~.. '~,__,._ L .......... ~ ~ DATE I ~¢_ Anchorage nu ~ ' Residence of ~~ ~ ~ ANCHORAGE, ALASKA ~ " ~HGINCCR~ .-, _ ~.,, ~ .. influences: 61 · 302.7 ' 1.52.15 __ _ R=20. O0 ~ r PL ,m $89 MUNICIPALITy 4/: ANCHORAGE MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH &  DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL PROTECTiOkl 825 L Street - Anchorage, Alaska 99501 ENVIRONMENTAL ENGINEERING DIVISION: 00T :[ ? 1978 Te,e,ho.e 264-4720 RECEiVE. REOUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all parts on page J. Incomplete requests will not be processed, Please allow ten (10) days for processing. 1. PROPERTY OWNER j PHONE 278-1223 t John S. Ber~grenI 349-3238 Home MAILING ADDRESS 7301 Chad Street Anchorage, Alaska 99502 PROPERTY RESIDENT (If different from above) PHONE Under construction 2. BUYER PHONE Owner/Builder MAILING ADDRESS 3~ LENDING INSTITUTION J PHONE Security National Bank o7/. [Y~,,/.ta,,',,'~ /~]m,t,.J 276-6800 x241 MAILING ADDRESS 2525 "C" Street Suite 502 4. REALTOR/AGENT None J PHONE MAI LING ADDRESS usiness 5. LEGAL DESCRIPTION Lot 9 ?ark ?lace Subdivision STREET LOCATION NHN Loretta Drive (Rabbit Creek Area, see map attached 6. TYPE OF RESIDENCE NUMBER OF BEDROOMS [] One [] SINGLE FAMILY ~ Two [] MULTIPLE FAMILY [] Three [] Other 7. WATER SUPPLY [] INDIVIDUAL* [] COMMUNITY [] PUBLIC UTILITY *ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach log if available.) 8. SEWAGE DISPOSAL SYSTEM ~ INDIVIDUAL/ON-SITE** [] PUBLIC UTILITY **If individual/on-site, give installation date 7/14/78 If system is over two (2) years old an adequacy test is required by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010(3/78) THIS SIDE FOR OFFICIAL USE ONLY DATE RECEIVED INSPECTION APPOINTMENTS TIME - TIME TIME DATE DATE DATE -I-~SP ECTO R INSPECTOR INSPECTOR DIRECTIONS: 1, TYPE OF RESIDENCE NUMBER OF BEDROOMS ~ SINGLE FAMILY [] ONE [] THREE ~ FIVE [] OTHER [] MULTIPLE FAMILY [] TWO [] FOUR [] SIX ~ERMIT NUMBER 2. WATER SUPPLY lQ ( :?,)-!~'~ ~ INDIVI DUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED Connection Verified LOG RECEIVED PERMIT NUMBE 3. SEWAGE DISPOSAL SYSTEM ~'~ OK(:)~ih q;~] INDIVI DUAL/ON -SITE DATE INSTALLED []PUBLIC UTILITY Connection Verified _ INSTALLER []Septic Tank or [] Holding Tank F~,(, q/_,(~y ~. i / ,_ S~ze:_l.. '.( , If Tank is homemade SOILS RATING give dimensions: TYPE OF TANK MANL~FACTURER TOTAL ASSORPT,ON AREA MATERIAL 4, DISTANCES Septic/Holding Tank Absorption Ar~a Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line ~ APPROVED FOR [] CONDITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROVED DATE BY (Title) LEGAL DESCRIPTION 72-010 (Rev. 3/78) MUNICIPALITY OF ANCHORAGE Development Services Department Phone: (907)343-7904 On -Site Water & Wastewater Section Fax: (907)343-7997 Certificate of On -Site Systems Approval OSC251076 Parcel ID 020 -092-96 Legal description PARK PLACE LT 9A site address 16420 SAINT JAMES CIR Expiration Date: 5/30/2025 Current property owner(s) JOHN & OLENA FAMILY X The On-site system(s) is/are approved for 7 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or conditions: By: Original Certificate Date 3/14/2025 Thi ertificate of bin -Site Systems Approval (COSA) is intended to demonstrate the subject stem(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Service Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's submittal. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other MUNICIPALITY OF ANCHORAGE r Development Services Department_ Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 020-092-96 Complete legal description PARK PLACE; LOT 9A Location (site address) 16420 SAINT JAMES CIRCLE, ANCHORAGE, AK 99516 Current property owner(s) OLENA BERGGREN 2. ON-SITE SYSTEMS SIZED FOR 7 BEDROOMS Day phone 907-744-8789 3. TYPE OF WATER SUPPLY: X Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ❑ Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: FMJ Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: X Steel ❑ Plastic ❑ Concrete ❑ Fiberglass Age 19 - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed X Deep Trench 0 Wide Trench ❑ Seepage Pit Waiver request for: Expedited review requested: ❑ Distance: By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee $ 9,50 Waiver Fee $ Date of Payment ' �7�Z S Date of Payment COSA # 0 5 C ' 5 % 07(; Waiver # COSA Applicafion_June 2022 COSA Checklist Legal Description: PARK PLACE; LOT 9A Parcel ID: 020-092-96 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system 1 A. WELL DATA 0 Well log is filed with Onsite (or attached) Date drilled 7/14/1978 Total depth 310 ft Cased to 40'-8" ft AN Sanitary seal is functioning correctly X Wires are properly protected Casing height (above ground) 18+ in. Date of flow test for COSA 5/30/2024 Static water level at beginning of test 15.4 ft. Comments *** FCO INSIDE HOUSE B. TANK DATA Measured operating fluid level in septic tank *49,. Date of pumping 2/17/25 ❑ Required maintenance completed, if AWWTS Comments: *IN STI / 47.5" IN ST2 D. ABSORPTION FIELD DATA Which system tested (date installed) *8/19/2005 *** LL standpipes present per record drawing Total measured depth from grade *7.3 ft (max) @ MT Measured depth to pipe invert from grade *3.2 ft (min) ❑ N/A — pressurized field. AN Per record drawings, field is insulated. 0 Monitor tubes go to bottom of effective. If not, state depth into effective ❑■ Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced 1,512 gallons **5/30/24 date Any rejuvenation treatment (past 12 months) N/A If yes, enter date Well production at time of test 3.8+ gpm Water storage tank volume N/A gallons Well disinfected for coliform test? ❑ Yes ❑■ No Coliform bacteria is Negative Nitrate mg/L Nitrate less than MRL (ND) Arsenic ug/L WArsenic less than MRL (ND) Collected by GEG, LTD. Date 5/30/2024 STATION ❑ Require Age of lift station Lift station maW nce corn Adequacy test date *_5/30/2024 Results 0 Pass Fluid depth prior to test Water added 1,050 gal New fluid depth 0 in Elapsed time 0 min Final fluid depth 0 in 0 in Absorption rate 1,050 gpd FIELD STATUS — POST RECOVERY Effective depth (per record drawings) 48 in Effective depth used 0 in Effective depth remaining 48 in Comments/Deficiencies: *FOR 2005 DRAINFIELD UPGRADE. 1978 DRAINFIELD MT TOTAL MEASURED DEPTH IS 7.8' AND PIPE INVERT IN CLEANOUT IS 3.5' BELOW GRADE. **PRESOAK AND SEPTIC ADEQUACY PROCEDURE DISCUSSED WITH CURTIS TOWNSEND ON 5/30/24 (SEE ATTACHED EMAIL). 1978 TRENCH REMAINED DRY THROUGHOUT TEST. 3 lP . C- • 0 t 1# C r La -V4 La, SBF— A COSA Checklist June 2022 6'at.a e5 ldr 6 Si D..- Iw`^�fz-,a w E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) Septic Tank/Lift Station on Lot > 100' on Yes if No Community Sewer Manhole/Cleanout > 100' ❑■ Yes if No ft 0 Yes if No ft Neighboring Tank > 100' Q Yes if No ft Private Sewer/Septic Line > 25' ❑■ Yes if No ft Absorption Field on Lot > 100' 0 Yes if No ft Holding Tank > 100' DYes if No ft Neighboring Absorption Fields > 100' F. ENGINEER'S COMMENTS A. Garness Animal Containment > 50' 0 Yes if No ft no Yes if No ft COSA Checklist—June 2022 LICENSE ��r �r o i e s sione\C*� nr,ECCW4 Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' DYes if No ft ❑■ Yes if No ft ❑ N/A — Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10' DYes if No ** ft Surface Water > 100' 0 Yes if No *50'+ ft Tank to Property Line > 5' on Yes if No ft Wells on Adjacent Lots: Field to Property Line > 10' Q Yes if No ft Private Wells > 100' 50-1 Yes if No _ Water Main > 10' no Yes if No ft Community Wells > 200' ❑Q Yes if No_ Water Service Line > 10' Yes if No ft If tank or field is under driveway comment below F. ENGINEER'S COMMENTS A. Garness adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG GJ— 7[ to perform the evaluation. Reliance upon the information provided in this report by any other person or party *50' WAIVER FROM SEPTIC TANK AND DRAINFIELD TO SURFACE WATER GRANTED (WAIVER # WR040090) **DRAINFIELD IS 10'+ FROM FOUNDATION AND THE TANK IS 5'+ FROM FOUNDATION. ft ft G. CERTIFICATION & STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines, indicates that the on-site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm Garness Engineering Group, LTD. (GEG)Phone 907-337-6179 Engineer's Printed Name Jeffrey A. Garness Date In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the system/s on the date/s of the evaluation. ©o6op0d a O Separation distances were measured to readily identifiable features. Hidden defects or encroachments may that identified " • d 9S��Q exist were not during the evaluation. The operational life of all wells and septic systems depend upon a variety of including limited to) levels fluctuate oQ�� ...VT2 variables, (but not soil conditions, groundwater (that may p/� "•' during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not o• "" " - ... .. .. .... guarantee future performance of the systems; therefore, GEG makes no warranty (express or implied) regarding the future performance of the well or septic 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 to perform A. Garness adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG GJ— 7[ to perform the evaluation. Reliance upon the information provided in this report by any other person or party 9C1 PrP " (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. COSA Checklist—June 2022 LICENSE ��r �r o i e s sione\C*� nr,ECCW4 sj2-i-t Jeff Garness `��� �`^� ��''G✓ From: Townsend, Curtis L. <Curtis.Townsend@anchorageak.gov> Sent: Tuesday, June 4, 2024 5:26 PM To: Jody Maus Cc: Jeff Garness; Sonja Blewett Subject: RE: Park Place, Lot 9A Jody, thanks for the phone call to discuss this property. Thanks forthis follow up email. Impressive the water was disposed of so quickly. I wonder how effective the effluent is being treated. The profile drawing we have on record for the 2005 trench shows the monitor tube towards the middle of the trench. It sounds like that is not the case in how it was constructed if the MT is 6' away from the CO? Unfortunately, the plan view record drawing is at a scale that makes it difficult to tell where pipes are located. Your test results show that this trench is adequately disposing of effluent. Thanks for the conversation. Curtis Townsend, PE Onsite Water and Wastewater Municipality of Anchorage 907-343-7908 From: Jody Maus <Jody@garnessengineering.com> Sent: Monday, June 3, 2024 9:13 AM To: Townsend, Curtis L. <Curtis.Townsend@anchorageak.gov> Cc: Jeff Garness <Jeff@garnessengineering.com>; Sonja Blewett <Sonja@garnessenginee ring.com> Subject: Park Place, Lot 9A [EXTERNAL EMAIL] Curtis, I discussed a presoak and septic adequacy test with you for the subject property on 5/30/2024. To confirm what we discussed, There is 7 -bedroom home on the property and the house has been vacant for extended period of time. Both the 1978 drainfield and 2005 drainfield MT's were dry prior to adding water. Water was added to the cleanout at the end of the 2005 drainfield with the monitoring tube approximately 5 -6 -feet from the cleanout. 1,512 -gallons was added to this cleanout with the MT's in both trench remaining dry. An additional 1,050 -gallons was added to the 2005 drainfield with both MT's for both trenches remaining dry. Based upon my elevation shots, Both MT's extend to the bottom of the drianifelds. Based upon our discussion, it was agreed that the process of our presoak and septic adequacy test shows that the 2005 drainfield alone absorbed 1,050+ gallons on the day of our test and that this septic test procedure is acceptable for obtaining a COSA. Please provide an email confirmation of our discussion so I can put it in the file. Sincerely, Jody Maus Consultant Ok 3:12 oil ^ Cl* 01 Jody Fri, Feb 21 at 9:00 AM Foundation cleanout inside at 16420 St. James. Appears to be near where sewer line exit foundation per the inspection report. 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