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Home My WebLink AboutUS SURVEY 3043 LT 13 PART 6 T10N R2E SEC 18Onsite File Lot 13 1 P rt 6 ARE, LLC dba ALASKA RIM ENGINEERING CONSULTING ENGINEERS & PLANNERS 1920 Kentucky Derby Dr. Palmer Alaska 99645 Telephone: 907.775.2347 Alt Phone: 608.617.4070 Email: alaskarimengineering.llc@gmail.com Professional Consulting --- Practical Solutions ARE, LLC Proj. #20240068 November 17, 2024 (Revised 11/29/2024) Curtis Townsend, PE Municipality of Anchorage Onsite Water and Wastewater P.O. Box 196550 4700 Elmore Road Anchorage, Alaska 99519-6650 RE: US Survey3043 Lot 13 Part 6, T10N R2E Section 18 136 Doran Lane, Girdwood Alaska Subject: Conditional COSA / Waiver Request ARE, LLC d/b/a/ Alaska Rim Engineering has been retained by Kristi Koenen executer for Koenen Family Trust to assist in preparing a Conditional COSA for US Survey3043 Lot 13 Part 6, T10N R2E Section 18. This lot was formally known as US Survey3043 13A T10N R2E Section 18. The Conditional COSA will provide engineering direction for the proposed improvements, set money aside and allow the property to change hands in an orderly manner. In addition, this document intends to provide clarity to others on the property waivers and the logic how the waivers have been met. There has been much discussion over the past month regarding the well on the property. Specifically, this letter is to provide MOA Onsite with confirmation that the sewer line distance on a previously ADEC approved 1985 well to sewer trunk line waiver. This document will address the sewer manhole (aka STA 91+50) located in the Doran Lane near the subject lots well. It is my contention that the sewer manhole was also included by association in the 1985 waiver. In addition, this document will address the smaller accessory dwelling unit septic sewer service as well Existing Sewer Service to the “Tiny Home” In October 2024, JR’s Septic Service & Excavation was hired to locate the onsite sewer lines. These marks were later swing tied by Alaska Rim Engineering to develop the attached drawing, see exhibit A-Existing Onsite Sewer Service. This drawing documented the various items that have been discussed and measured. On November 12, 2024, JR’s Septic Service & Excavation returned to decommission the 4-inch sewer line servicing the “tiny” cabin, see exhibit B-Decomissioning Photos. AWWU had an inspector on site during the decommissioning. There was talk with all parties regarding relocating the 4-inch sewer service to provide service to the tiny home, but that was table until next year with the new owners obtaining an AWWU connection permit and JR’s or another contractor to provide the installation. AWWU has already indicated that the new sewer service to the “tiny” cabin will have a new grade (minimum 8 foot of cover) as well as being relocated outside the 25 foot protective well radius, see exhibit A-Existing Onsite Sewer Service. ARE has provided plans and will provide additional oversite. 136 DORAN LANE, GIRDWOOD ALASKA 99587 US SURVEY 3034 LOT 13, PART 6 T10N, R2E, SM, ALASKA CONDITIONAL COSA DOCUMENTATION Page 2 of 3 Professional Consulting --- Practical Solutions ARE, LLC Proj. #20240068 Existing Separation Waiver In the mid 1980’s AWWU via USKH requested several waivers, from the Alaska Department of Environmental Conservation (ADEC) to bring municipal wastewater to lots along Doran Lane. These waivers were for the separation of the proposed municipal sewer trunk line and sewer manholes to private wells that were located along Doran Lane, the sewer trunk line followed the southern property lines up Doran Lane, see exhibit C-AWWU Record Drawings. Separation Waiver for Sewer Main The Separation Distance Waiver were requested for and approved by ADEC, see exhibit D-ADEC Waiver Request and Approval. These waivers were based on 50 feet. To mitigate the sewer main separation distance, AWWU constructed the sewer line to water main standards using ductile iron pipe with locking gaskets and sealed the joints with heat shrink tubing over the joints. Separation Waiver for Manholes During the decommissioning of the tiny home sewer service, JR’s uncovered the buried manhole (common for gravel roads) and inspected how AWWU provided a watertight system through the sewer manhole. For the manhole they incorporated two opposing water main wyes inside the manhole with gasketed bolted flange joints, see exhibit E-Manhole Clean Out. The Separation Distance Waiver requested in 1985, did not specifically include the manholes for the project, most likely due to the fact there is no open flow through the manhole. This has led MOA Onsite to request a separation distance waiver from the manhole at station 91+50 to the well on the subject lot. This waiver will clarify the sewer manholes function for the Doran sewer main. Sewer Manhole Separation Waiver Based on the above narrative Alaska Rim Engineering is formally requesting a waiver for the separation distance between the well on Lot 13A and the manhole(vault) at Sta 91+50 in Doran Lane for the purpose of consistency we are requesting a 50 foot separation distance, following the original waiver request and approval.  Based on the 1985 ADEC Waiver obtained by AWWU and the measurements obtained in November by JR’s Septic Service & Excavation the well to sewer is in compliance with the 1985 Waiver. October 24, 1985 November 15, 2024 (see attached drawing) Requested Distance Actual Separation Distance Provided Well to Sewer Main (Measured perpendicular to the main) 50-feet 54-feet Well to Center of Manhole 50-feet 53-feet  It is my opinion that the manholes waiver were request by implication. The separation distance waiver was for the sewer manholes should also have included the manholes along Doran see exhibit D-ADEC Waiver Request, USKH letter dated Oct 10, 1985 to ADEC the last sentence in paragraph two.  It is noted that the manhole at Sta 91+50 was relocated during construction as the original document indicated the manhole was installed at Sta 91+00.  The topography of the lot drains away from the well to the east at approximately 8-10% slope. 136 DORAN LANE, GIRDWOOD ALASKA 99587 US SURVEY 3034 LOT 13, PART 6 T10N, R2E, SM, ALASKA CONDITIONAL COSA DOCUMENTATION Page 3 of 3 Professional Consulting --- Practical Solutions ARE, LLC Proj. #20240068  There is no well log available for the private well, MW Drilling did a repair on the well’s two conductors, but did not pull the pump or check on the condition of the casing reportedly. Each building on the property has a pressure switch, hence the reason for the two conductors that were repaired. Anchorage Well & Pump Service Pump Installation Log dated, December 15, 2022, did not indicate the depth of the well, but indicated the pump was installed 60 feet below the top of casing.  Brandons On-Site Service  On October 2, 2024, water samples were collected and submitted to Mat-Su Test Lab for analysis. Two water quality tests were performed: Total Coliform Bacteria and Total Nitrogen.  Total Coliform Bacteria -The results were satisfactory for the absence of all three components of Total Coliform Bactera, E. Coli Bacteria, and Fecal Coliform Bacteria. (see attached Mat-Su Test Lab Drinking Water Analysis Report).  Total Nitrogen – The combined Nitrate/Nitrite value of were .827 which is below the 10mg/l recommended practice set by EPA (see attached Mat-Su Test Lab Drinking Water Analysis Report). This test result, alone, indicates that for nearly thirty years, the sewer main and manhole have had no effects on the water quality of Lot 13A drinking water.  Based on the information provided in this report, it is my opinion that the lesser separation distance has had and will not have an adverse effect on the groundwater, nor will the public health, welfare and safety be at risk. If there are any questions, please contact me. Sincerely, ARE, LLC. Charles A. Leet, PE Principle CC: ARE File No. 2024068 ENCL: As-built Exhibit A-Existing & Proposed Sewer Service to the Tiny Home Exhibit B-Decomissioning Photos Exhibit C-AWWU Record Drawings Exhibit D-ADEC Waiver Request and Approval Exhibit E-Manhole Vault Clean Out 136 DORAN LANE, GIRDWOOD ALASKA 99587 US SURVEY 3034 LOT 13, PART 6 T10N, R2E, SM, ALASKA COSA DOCUMENTATION Professional Consulting --- Practical Solutions ARE, LLC Proj. #20240068 Exhibit A-Existing Onsite Sewer Service 136 DORAN LANE, GIRDWOOD ALASKA 99587 US SURVEY 3034 LOT 13, PART 6 T10N, R2E, SM, ALASKA COSA DOCUMENTATION Professional Consulting --- Practical Solutions ARE, LLC Proj. #20240068 Exhibit B-Decomissioning Photos 136 DORAN LANE, GIRDWOOD ALASKA 99587 US SURVEY 3034 LOT 13, PART 6 T10N, R2E, SM, ALASKA COSA DOCUMENTATION Professional Consulting --- Practical Solutions ARE, LLC Proj. #20240068 Exhibit C-AWWU Record Drawings 136 DORAN LANE, GIRDWOOD ALASKA 99587 US SURVEY 3034 LOT 13, PART 6 T10N, R2E, SM, ALASKA COSA DOCUMENTATION Professional Consulting --- Practical Solutions ARE, LLC Proj. #20240068 Exhibit D-ADEC Waiver Request and Approval 136 DORAN LANE, GIRDWOOD ALASKA 99587 US SURVEY 3034 LOT 13, PART 6 T10N, R2E, SM, ALASKA COSA DOCUMENTATION Professional Consulting --- Practical Solutions ARE, LLC Proj. #20240068 Exhibit E-Manhole Clean Out 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 OSC241444 Parcel ID 075-092-18 Expiration Date: / (D 2 Z Legal description US SURVEY 3043 LT 13 PART 6 T1 ON R2E SEC 18 Site address 138 DORAN LN Current property owner(s) KOENEN ROBERT D FAMILY TRUST T _ The On -site system(s) is/are approved for bedrooms X Conditional approval for 2 bedrooms, with the following stipulations: Comments or conditions: The condition of this COSA is to connect the small structure to AWWU public sewer spring 2025. Money is held in escrow to complete this work. The waiver issued by ADEC in October 1985 for well to sewer main is also assumed to be applicable for the reduced separation distance between well to sewer manhole. No new waiver is issued by the MOA with this COSA. ADEC waiver applies for both sewer main and manhole. By: Original Certificate Date: 12/6/2024 This Certi ' ate f -Site Systems Approval (COSA) is intended to demonstrate the subject system(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 Absorption Field Advisory Tank Age Advisory Other X Well Flow Advisory Nitrate Advisory Arsenic Advisory MUNICIPALITY 01F ANCHORAGE A R, Development Services Department 907 Phone. -343-7904 Wnf=,r P_ kALzc+,::siAi-n+nr Qemr-+ir,'n 1:' 907 3A3 7007 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 07509218000 Complete legal description U.S. Survey 3043 Ll 3 Part 6 T1 ON R2W Sec. 18 Location (site address) 136 Doran Ln. Current property owner(s) Robert Koenen The Family Trust Day phone 702-370-4580 2. ON -SITE SYSTEMS SIZED FOR 2 BEDROOMS 3. TYPE OF WATER SUPPLY: F71 Private Well F-01 Private Well serving 2 dwelling units 0 Private Well serving 3+ dwelling units 0 Community Well or Public R Water Storage 4. TYPE OF WASTEWATER DISPOSAL: [_J Private Septic Fj Private Septic serving 2 dwelling units F1 Holding Tank 11011 Community Septic or Public Sewer 5. SEPTIC TANK: F] Steel E] Plastic F Concrete F1 Fiberglass Age - See advisory if steel older than 20 years 6. ABSORPTION FIELD:, AWWTS 0 Bed 0 Deep Trench F-I Wide Trench Fj Seepage Pit Waiver request for: Expedited review requested: R 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$ -�(2 Date of Payment LIZ1012- C�5C,Zq COSA # Waiver Fee $ Date of Payment Waiver # COSA Applicationjune 2022 Legal Description: COSA Checklist U.S. Survey 3043 L13 Part 6 T1ON R2W Sec. 18 Parcel ID: 07509218000 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system 2 A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled Total depth ft Cased to ft ❑E Sanitary seal is functioning correctly X Wires are properly protected Casing height (above ground) 21 in. Date of flow test for COSA 10/2/24 Static water level at beginning of test 30.6 ft Comments no well log is available B. TANK DATA Measured operating fluid level in septic tank _ Date of pumping ❑ Required maintenance completed, if AWWTS Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) ❑ ALL standpipes present per record drawing Total measured depth from grade ft (max) Measured depth to pipe invert from grade ft (min) ❑ N/A — pressurized field. ❑ Per record drawings, field is insulated. ❑ 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 gallons date Any rejuvenation treatment (past 12 months) If yes, enter date Comments/Deficiencies: Well production at time of test 9.9 gpm Water storage tank volume gallons Well disinfected for coliform test? ❑ Yes Foll No DOW Coliform bacteria is Negative Nitrate 0.827 mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L ❑■ Arsenic less than MRL (ND) Collected by Brandon L. Jones/ Brandon's On -Site Date 10/2/24 C. LIFT STATION ❑ Required maintenance completed Age of lift station years Lift station material Comments: Adequacy test date Results ❑ Pass Fluid depth prior to test in Water added gal New fluid depth in Elapsed time min Final fluid depth in Absorption rate gpd FIELD STATUS — POST RECOVERY Effective depth (per record drawings) Effective depth used in Effective depth remaining in 9 COSA Checklist June 2022 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' Community Sewer Man hole/Clean out > 100' * 53 ❑Yes if No ft n Yes if No ft Neighboring Tank > 100' ❑ Yes if No ft Private Sewer/Septic Line > 25' M Yes if No ft Absorption Field on Lot > 100' FnFl Yes if No ft Holding Tank > 100' ❑E Yes if No ft Neighboring Absorption Fields > 100' Animal Containment > 50' 0 Yes if No ft ❑i Yes if No ft 54** Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ❑Yes if No ft M 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 ft Surface Water > 100' ❑ Yes if No ft Tank to Property Line > 5' ❑ Yes if No ft Wells on Adjacent Lots: Field to Property Line > 10' ❑ Yes if No ft Private Wells > 100' ❑ Yes if No ft Water Main > 10' ❑ Yes if No ft Community Wells > 200' ❑ Yes if No ft Water Service Line > 10' ❑ Yes if No ft If tank or field is under driveway comment below F. ENGINEER'S COMMENTS *See attached enaineerina report and waiver reauest **ADEC provided AWWU with a waiver in 1985 All neighboring property are on community sewer 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 ARE, LLC dba Alaska Rim Engineering Phone 907.775.2347 Engineer's Printed Name Charles A. Leet Date December 5, 2024 COSA Checklist June 2022 100 Calais Drive Anchorage, AK 99515 P: (907) 222-8800 F: (907) 222-8801 Toll Free: 1 (888) 357-2707 ResidentialMtg.com December 6, 2024 Att: Curtis Townsend, PE Municipality of Anchorage On-Site Water & Wastewater Section 4700 Elmore Road Anchorage, AK 99519 Re: COSA for 136 Doran Lane, Girdwood, AK 99587 Curtis: Residential Mortgage will be holding an escrow for septic and well excavation on the above reference property in the amount of $24,400. This is an escrow of 2 X the amount of the bid from Turnagain Arm Construction, LLC of $12,200. No additional funds will be released without MOA approval. Required completion date of the work is June 1, 2025 unless an earlier date is required by the MOA. Sincerely, Denise J. Long Sr. Vice President/NMLS #1592575 Residential Mortgage, LLC/NMLS #1967729 (907) 222-8812 ph Residential Mortgage, LLC | NMLS 167729 Turnagain Arm Construction LLC General Contractor - Licensed - Bonded - Insured – Septic Installation Excavation Hardscaping Date Estimate # 12/4/2024 2024-052 Turnagain Arm Construction LLC 12633 Glen Alps Road, 99516 Phone#: 907-440-1242 Email: turnagainarmconstruction@gamil.com Proposal For: Septic Line Repair at (136 Doran Lane) For: Jermy Rubingh 1 (970) 274-3433 - Decommission of the existing line. Install new septic line, connect to home, and connect to main line. - (Assumes water and Power available on sight) (Description of work) • Materials & Overhead $9,700 • Profit $2,500 Total: $12,200 Proposal includes: • Mobilization of Equipment, Placement of Pipe & Material Proposal does not include: • Electrical, phone or gas disconnections • Handling of hazardous Materials • Staking, surveying, soil correction • Planting, sod • Utilities need to mark before construction. • Paving If you have any questions, please call Job Thomas at 907-440-1242. ½ due $6,100 at start and balance on completion. If this is acceptable, please sign below. Signature of Acceptance Date: CAL CAL Total 9,230.00 CAL Dec_16.2022 11:41 AM Anchorage Well & Pump Service Inc 9072430742 #4535 P 1/ 1 MUNICIPALITY OF ANCHORAGE Development Services Department * 1 Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-3437997 Pump Installation Log Well Drilling Permit Number: Date of Issue: - Parcel Identification Number: 075 _ 092 _ 18 Legal Description Block Lot Property Owner Name & Address: US SURVEY 3043 KOENEN ROBERT D FAMILY TRUST L T 13 PART B KOENEN ROSERT D & 8ARSAFZA A TRU8TrtF_S 7117 BELAIRE DR T10N R2E SEC 18 LAS V50AS, NV 99131 Pump Installation Date:12 - 15 - 2022 Pump Intake Depth Below 'trop of Well Casing: 60 feet Pump Manufacturer's Name: STA -RTE Pump Model: 7P4H05231-02 Pump Size: .._ '.50 hp Pitless Adapter Burial Depth: 14 feet Pidess Adapter Manufacturer's Name: MARTIN ON I Pitiless Adapter Installer: Well Disinfected Upon Completion? XYes 0 No Method of Disinfection. PELLETS Comments: Pump Installer Dame: , , ANCHORAGE WELL & PUMP SERVICE Company: 7640 KING STREET ANCHORAGE, AIC 99518 Mailing Address: 907-243-0740 City: State, Zip: Attention: The pump installer skull provide a pump installation log to On-site within 30 days of pump installation. '"~ ~' OUT UPPER ~, = APPLIf ~T FILLS HA[~"~DNLY ~ Phone P?pertyOwner Jo]a.-'~ E. Hepler Mailing Address 10168 Marmot, knc ZipCode 99502 248--2558 on Buyer ~On E. & Elaine Whaley Address BOX 377, Girdwood, Ak. ZipCode 99587 78~--284q : Ph6ne Lendlnglnstitution Alaska State Bank, Katherine Dershaw Address 310 E Northern Lights Z~pCode 99503 265--2258 Phone Really C0. &Agent jack White Co. - Jack Vanden Berg Address 3201 C St. ZipCode 99503 277-1553 Lega~Descript~n Part 6 of Lot 13, U.S. Survey 3043, Girdwood Mile % 8 Alyeska Highway, S, matl red A-Frame, N. side o~ road ~..~ ~lndividual 1~5 ft. (Prior June 75) ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. ~ Holding Tank 1,000 Gal. Date Date Date Date Inspector Inspector Inspector Inspector (~.~ ~ r~'''~' 8~'°~'~t __ F£FI\/___ (()DISAPPROVED( ~PPROVED~) CONDITIONALBEDROOMSAPPROVAL· ~/~ ~-~~ ~ ~ ~. ~ ~~~'CONDITIONS OF APPROVAL Soils Rating Date Sewer installed Well TO Absorption Area Well Log Received Well to Tank Septic Tank Size 2820 "C" Street Suite No. 3 PENINSULA ENGINEERING Anchorage, Alaska 99503 907-276-4855 January 18, 1983 Jack White Company 3201C Street Anchorage, AK Attn: Jack Vandenburg RE: Part 6 of Lot 13 USS 3043 Holding tank adequacy test Report #83-E-3 Dear Jack: As per your request I have investigated the above property at Alyeska to determine the size and adequacy of the sewage holding tank. The test was performed by pumping water into the tank until it was full and then monitoring the level in the tank over a period of seven days. 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