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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’ Yes if No ft Neighboring Tank > 100’ Yes if No ft Absorption Field on Lot > 100’ Yes if No ft Neighboring Absorption Fields > 100’ Yes if No ft Community Sewer Main > 75’ Yes if No ft Community Sewer Manhole/Cleanout > 100’ Yes if No ft Private Sewer/Septic Line > 25’ Yes if No ft Holding Tank > 100’ Yes if No ft Animal Containment > 50’ Yes if No ft Manure/Animal Excreta Storage > 100’ 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’ Yes if No *5+ ft Tank to Property Line > 5’ Yes if No ft Field to Property Line > 10’ Yes if No ft Water Main > 10’ Yes if No ft Water Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft Wells on Adjacent Lots: Private Wells > 100’ Yes if No ft Community Wells > 200’ Yes if No ft If tank or field is under driveway comment below F. ENGINEER’S COMMENTS *5’+ SEPTIC TANK TO FOUNDATION SEPARATION PER CODE AT TIME OF INSTALLATION. 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 FIRST WATER CONSULTING Phone 907-350-9566 Engineer’s Printed Name CURTIS HUFFMAN, PE Date 6/19/24 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, local soil characteristics, groundwater levels that may fluctuate during the year, quality of construction (workmanship & materials), the water usage of the family being served by the system and maintenance. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, any or NO estimate of how long a system will function satisfactory for current or future occupants or guarantee that no unseen encroachments, deficiencies or discrepancies exist can be given by First Water Consulting & 6/19/24 O L Q Q Q E 4.1 Ln Ln d N o rn 4- � n O N M Q fD E O M L p fB Q O Qo1 `i 0 1 4� (B W U_ al v a tin co U OLA N U cu p U � a1 O � rn Ln •' �_ U L a+ N IL d ° � a v O cli 0 c L' Q A v O U ro u � L O bD m .y Q �C N O 4� a F -a _ Q O CD QJ v Z p °' aJ > 4J � L-. `� Zo, +, �% N cn �_ co Duj Ln cu cu NU v@ v O N O u N Eb Ln > 3 O � w �c +� a C w W a bD O O C w 41 N p V 4J 'O Q- .1--i O O aj E � ro J 41 w �n 3 L -0 N (p i-.� Ln 3 C a O U cn H ° H O L Q Q Q E 4.1 Ln Ln LI V� U lJ V `CEJ PDi\ L. � TY 0 F /\ ll U C H ®R,/t GE Development Services Department -343-7904 On -Site Water & Wastewater Section - Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 050 304 08 1. GENERAL INFORMATION Complete legal description Expiration Date EAGLE CREST #1 TR A LT 43 Location (site address) 19512 SECOND ST Current property owner(s) STENDER Mailing address Real estate agent 2. TYPE OF DWELLING: Fx-1 Single Family (w/ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 Day phone Day phone 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well 0 Private Septic 0 Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver request for: NONE Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 55v Waiver Fee $ Date of Payment l y Date of Payment Receipt Number dig 5 3J Receipt Number COSA# 0SC2ZA35o Waiver# Distance: 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 C&M ENGINEERING Phone 8545558 Address 20182 TULWAR Engineer's Printed Name CHARLES BALZARINI Date 7/11/22 OF Ak. *: 49 TH •.* I 6. DSD SIGNATURE• • r.... H . System #1 Approved for bedrooms rr CHARLES G BALZARINf System #2 Approved for bedrooms ��`���% CE -13854 , •. ��r� Disapproved �i1i`��PROFE6s1oNP��r� Conditional approval for bedrooms, with the following stipulations: B Original Certificate Date: —1 " The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA Checklist blue sheet COSA Checklist Legal Description: EAGLE CREST #1 TRACT A LOT 43 Parcel ID: 050 304 08 If more than 1 septic system on lot: COSA Checklist # 1 of 1 Structure served by this system 1 A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled 2003 Total depth 290 ft Cased to 290 ft ❑ Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) +18 in. Date of flow test for COSA 7/8/22 Static water level at beginning of test 252 ft. Comments B. TANK DATA Age of tank(s) 19 years Tank type/material STEEL SEPTIC Measured operating fluid level in septic tank 50 ❑ Standpipes/foundation cleanout per record drawing Date of pumping 7/12/22 D. ABSORPTION FIELD DATA TRENCH Well production at time of test +4.1 apm Water storage tank volume gallons Well disinfected for coliform test? ❑ Yes ❑ N ❑ Coliform bacteria is Negative Nitrate 1.08 mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L ❑ Arsenic less than MRL (ND) Collected by A.LAMSON (C&M Engineering) Date of Sample 7/7/22 C. LIFT STATION ❑ Required maintenance completed Age of lift station years Lift station material Comments: Which system tested (date installed) 2003 Adequacy test date 7/8122 ❑ ALL standpipes present per record drawing Results ❑✓ Pass For 3 bedrooms Total measured depth from grade 10 ft (max) Fluid depth prior to test 0 in Measured depth to pipe invert from grade 6 ft (min) Water added 450 gal ❑ N/A — pressurized field 0 New depth in ❑ Monitor tubes go to bottom of effective. If not, state 10 depth into effective Elapsed time min ❑ Code -required soil cover over field Final fluid depth 0 in ❑ System presoaked Absorption rate 450 gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) NO date of test) Gallons introduced gallons If yes, enter date NA Comments/Deficiencies: DEPTH MEASUREMENTS AT WEST SIDE OF FIELD. COSA Checklist yellow sheet 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' 111 Yes if No Community Sewer Manhole/Cleanout > 100' Q Yes if No ft M Yes if No ft Neighboring Tank > 100' ❑✓ Yes if No ft Private Sewer/Septic Line > 25' (,( Yes if No ft Absorption Field on Lot > 100' M✓ Yes if No ft Holding Tank > 100' R1 Yes if No ft Neighboring Absorption Fields > 100' Yes if No Animal Containment > 50' n✓ Yes if No ft Q✓ Yes if No ft if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' Yes if No ft 0 Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' Q✓ Yes if No ft Surface Water > 100' Q Yes if No ft Property Line > 5' 111 Yes if No ft Wells on Adjacent Lots: Absorption Field > 5'✓Q Yes if No ft Private Wells > 100' Yes if No ft Water Main > 10' IZI Yes if No ft Community Wells > 200' 0 Yes if No ft Water Service Line > 10' ❑✓ 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' IZI Yes if No ft If absorption field is under driveway comment below Property Line > 10'✓Q Yes if No ft Wells on Adjacent Lots: Water Main > 10'✓� Yes if No ft Private Wells > 100' Yes if No ft Water Service Line > 10' 0 Yes if No ft Community Wells > 200' 0 Yes if No ft Surface Water > 100' 0 Yes if No ft F. ENGINEER'S COMMENTS LANDSCAPING FEATURES OVER LEACHFIELD DO NOT APPEAR TO IMPACT PERFORMANCE. ALL SEPTIC TUBES ARE CUT CLOSE TO GRADE AND MAY BE HARD. TO FIND IN WINTER. G. ENGINEER'S CERTIFICATION l certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. 7/11/22 COSA Checklist yellow sheet `®co -7-y TH .. .... j CHARLES G BALZARINd,_ 0 ���sTF�• CE-13854AMW •���� ���F�pROFESSIONP