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HomeMy WebLinkAboutSIEFKER #2 LT A-5BMUNICIPALITY OF ANCHORAGE Development Services Department. Phone: (907)343-7904 On -Site Water & Wastewater Section Fax: (907)343-7997 Certificate of On -Site Systems Approval OSC261041 Parcel ID 015 -272-55 Legal description SIEFKER #2 LT A -5B Site address 3641 E KLATT RD Expiration Date: 6/1/2026 Current property owner(s) DSAA HOLDINGS LLC The On-site system(s) is/are approved for bedrooms X Conditional approval for 5 bedrooms, with the following stipulations: Comments or conditions: By: —'1 Original Certificate Date: 3/11/2026 This C4;tificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject sys4m(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 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. 015-272-55 Complete legal description SIEFKER #2 LOT A-513 Location (site address) 3641 E KLATT ROAD, ANCHORAGE, AK 99516 Current property owner(s) DSAA HOLDINGS LLC Day phone 2. ON-SITE SYSTEMS SIZED FOR 5 BEDROOMS 3. TYPE OF WATER SUPPLY: RN Private Well serving # 1 dwelling units ❑ Other Non-public well as regulated by MOA R Water Storage R Community Well or Public 4. TYPE OF WASTEWATER DISPOSAL: r0_1 Private Septic n Private Septic serving 2 dwelling units n Holding Tank n Community Septic or Public Sewer 5. SEPTIC TANK: X Steel R Plastic F-1 Concrete R Fiberglass Age 26 _ See advisory if steel or fiberglass older than 20 years 6. ABSORPTION FIELD: [:] AWWTS R Bed E] Deep Trench � Wide Trench El 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 $ Date of Payment z- COSA # 0 E C✓ Waiver Fee $ Date of Payment Waiver # COSA Application—Apr2025.doc COSA Checklist.docx COSA Checklist Legal Description: SIEFKER #2 LOT A-5B Parcel ID: 015-272-55 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system ____ A. WELL DATA Well log is filed with Onsite (or attached) Date drilled 3/24/2000 Total depth 100 ft Cased to 100 ft Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) 18 in. Date of flow test for COSA 2/2/26 Static water level at beginning of test 93 ft. Well production at time of test 4+ gpm Water storage tank volume None gallons Well disinfected for coliform test? Yes No Coliform bacteria is Negative Nitrate mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date 1/30/26 Comments _New sanitary seal and conduit B. TANK DATA Measured operating fluid level in septic tank NA Date of pumping NA – PENDING SEE LETTER Required maintenance completed, if AWWTS Comments: C. LIFT STATION Required maintenance completed Age of lift station 26 years Lift station material STEEL Comments: NA – SEE LETTER D. DISPOSAL FIELD DATA – NEW FIELD PENDING Which system tested (date installed) NEW FIELD PEND. 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) N If yes, enter date Adequacy test date NEW FIELD PENDING 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) in Effective depth used in Effective depth remaining in Comments/Deficiencies: The existing field is saturated and new absorption field is to be installed by 6/1/2026 with the existing STEP tank inspected for integrity and replaced if necessary. Please see attached CCOSA letter with 3 install bids & escrow. COSA Checklist.docx E. SEPARATION DISTANCES From Well on Lot to: (Please enter distances if less than required) Septic Tank/Lift Station on Lot > 100’ Yes if No ft Neighboring Tank > 100’ Yes if No ft Disposal Field on Lot > 100’ Yes if No ft Neighboring Disposal Fields > 100’ Yes if No ft Sewer Line/Main > 100’ Yes if No ft Sewer Manhole/Cleanout > 100’ Yes if No ft Sewer Service/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 Disposal Field(s) on Lot to: (Please enter distances if less than required) Tank to Foundation > 10’ Yes if No ft Field to Foundation > 10’ Yes if No ft Tank to Property Line > 5’ Yes if No ft Field to Property Line > 10’ Yes if No ft Water Main/Service Line > 10’ Yes if No ft Surface Water > 100’ Yes if No ft Wells on Adjacent Lots: 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 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 02/20/2026 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 & 02/20/26 MUNICIPALITY OF ANCHORAGE Development Services Department -343-7904 Phone: 907 On -Site Water & Wastewater Section ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 015-272-55 Property owner(s) DSAA HOLDINGS LLC Day phone Mailing address 3641 E KLATT ROAD ANCHORAGE, ALASKA 99516 Site address 3641 E KLATT ROAD ANCHORAGE, ALASKA 99516 Legal description SIEFKER #2 LOT A-513 Number of Bedrooms 5 Engineering Firm FIRST WATER CONSULTING Building Permit Number APPLICATION IS FOR: (Z all that apply) Disposal Field El n El 1:1 Septic Tank Holding Tank Privy Well Water Storage Not Applicable Fo� APPLICATION IS AN: Initial Upgrade Renewal ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: I- Permit/Rush Fees: S Date of Payment: Permit No. May 2025 Waiver Fees: Date of Payment: Waiver No. Distance: 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / FirstWaterAK@gmail.com February 23, 2024 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: CONDITIONAL COSA - CCOSA LEGAL: SIEFKER #2 LOT A-5B Due to seasonal winter conditions and other factors, we are requesting a Conditional COSA (CCOSA) for the above referenced property. The pending permitted OSP261011 5-bedroom septic field upgrade with STEP tank investigation has been impeded due to these conditions and other factors with no specific known date on when the septic field will be installed. The septic field will be installed this late winter or spring and prior to 06/01/2026 once the conditions are favorable for installation. Since there is a possibility that the STEP tank may be upgraded, no pumping or maintenance has been performed. If the existing STEP tank is not upgraded, the tank and maintenance will be completed and submitted with the inspection report. The system has been working for the occupants and granting of this CCOSA will not impact any of the neighboring properties or pose a public health risk. Attached are three septic upgrade install estimates, the buyer’s signed CCOSA MOA form and the escrow letter for the pending installation. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. MUNICIPALITY OF ANCHORAGE • Development Services Department On -Site Water and Wastewater Section CONDITIONAL COSA AGREEMENT COSA NO. SUBDIVISION: SIEWER #2, BLOCK: LOT: LA -5B The buyer of the above referenced property agrees to complete all the conditions required on the Conditional Certificate of On -Site Systems Approval (CCOSA) issued by the Municipality of Anchorage (MOA) by the above referenced date. Failure to do so will result in a daily fine of up to $300 every day after the expiration of the Conditional COSA (see AMC 14.60.030). Additional fees will be assessed for inspector's time associate with violations at $145 per hour (minimum one hour). The buyer, once owner, shall be res/po�tnsible for all violations on the property. 1,—�f/l`,LVAN'C`/ [ti�)l (BUYER) have carefully read this agreement, understand its contents, and acknowledge I am responsible for compliance with Municipal Law. Signature: Date: Z� 2 Buyer Name (Printed): �l7 �'/ �g�✓IwIL(� 7 STATE OF ALASKA ) ss. THIRD JUDICIAL DISTRICT kh The foregoing instrument was acknowledged before me this ZU day of ,201k—, by 6h�A L 'MS W ,1 T) My Commission expires: Page 1 of 1 State of Alaska NOTARY PUBLIC Carrie Nordlof My Commission Expires Jan 10, 2027 100 Calais Dr Suite 100 Anchorage, Alaska 99503 907-222-8800 www.ResidentialMtg.com 03/06/2026 RE: Chad Emswiler 3641 E Klatt Road Anchorage, AK 99516 To Whom it May Concern: This letter is to confirm we are providing financing for Chad Emswiler to purchase 3641 E Klatt Road, Anchorage, AK 99516. We understand a conditional COSA will be issued, and it will require a new septic system to be replaced. We have the following three bids for this work to be completed: Northern Excavation and Construction, dated 2/16/26 for $45,850 Michael N Anderson, P.E. dated 02/24/2026 for $38,000 Zollinger Contracting dated 2/16/26 for $39,695 We will be holding 2 times the highest bid, to total $91,700 in escrow at closing. These funds will not be released until we have explicit permission from the municipality to release the funds upon completion of the required work. Should you need any further details, please do not hesitate to let us know. Sincerely, Caitlin Jonas Loan Officer Residential Mortgage NMLS#865991 Ph 907-646-8706 Email: Jonasc@residentialmtg.com Ln c� v CD 0 0 w H o' LL x 0 c El U Z Q H Q Q J W r m d m J N it W Y LL W_ (n H W a Q J J Q Z N 1 C CU 0 4— (0) N (n L w C a LL C m C 2 Please note that a 48 hour notice to start digging is required by the State of Alaska for utility locates. NEC is not liable for any utility lines not located by 811 public utility locate i.e., any lines running to detached structures. An extra charge will be incurred for private locate services. Northern Excavation and Construction, LLC 15861 South Birchwood Loop Road Chugiak, AK 99567 +19076941373 NorthernExcavation@Gmail.com Estimate ADDRESS SIEFKER #2 L A-5B 3641 E KLATT RD ESTIMATE #3072 DATE 02/17/2026 DATE ACTIVITY QTY RATE AMOUNT SIEFKER #2 L A-5B 3641 E KLATT RD TANK REPLACEMENT Thank you for the opportunity to provide you with this estimate. Acceptance of this estimate will be acknowledged upon either receipt of a signed copy to Northern Excavation and Construction (NEC) or an email stating acceptance and notice to proceed. Changes that affect or increase specific tasks and machine time shall be submitted in writing for client approval. All agreements are contingent upon circumstances beyond NEC's control, i.e. weather, design changes, unforeseen site conditions, etc. NEC is licensed, bonded, insured, and maintains safe digging practice. All methods and material shall be in accordance with MOA and SOA regulations. NEC shall not be held liable for affects that may occur to the property during or after install. Affects such as, damage to trees in close proximity of where machine work takes place, having to stock and later retrieve displaced excavated material around trees, damage or structural integrity of retaining walls or fences that may need to be partially removed or traveled close too, disturbance to driveways/landscaping, etc. Client is encouraged to contact NEC prior to start of construction for clarification of specific affects that may occur on the property. NEC is passionate about quality. NEC takes pride in maintaining a professional, friendly, clean jobsite and work crew. WARRANTY: NEC shall provide up to a 5 year Warranty of Workmanship. Compaction of bedding all around components with either engineered soils or suitable material from onsite to prevent the event of Please note that a 48 hour notice to start digging is required by the State of Alaska for utility locates. NEC is not liable for any utility lines not located by 811 public utility locate i.e., any lines running to detached structures. An extra charge will be incurred for private locate services. DATE ACTIVITY QTY RATE AMOUNT settling not caused by events considered as "Acts of God" The existing electrical line goes under the deck and cannot be replaced unless the deck is removed. Therefore, NEC shall utilize the existing electrical wiring for the new lift station. The existing wiring is not included in the warranty. *Payments received after 30 days of completion shall be charged a 1.5% monthly fee on any unpaid balance. *NOTE: If ground water is encountered during tank installation, a steel epoxy coated tank will be required with anchoring. This cost is not included in the estimate. Services DESCRIPTION: Install new septic tanks in accordance with First Water Consulting's design. Grade all disturbed areas. INCLUSIONS: 1000 gallon poly Greer tank w/ baffle removed and 6' riser on first compartment. 1000 gallon poly Greer lift station tank w/ 6' riser on second compartment. Pumping. Disposal of existing tank. Bedding material. Pipe/Supplies. Electrical work. Machine/Labor time. EXCLUSIONS: Re-landscaping or seeding (Ask for pricing). Final surveying. 26,750.00 Acceptance of this estimate will be acknowledged and scheduled upon either receipt of a signed copy to Northern Excavation and Construction (NEC) or an email stating acceptance and notice to proceed. TOTAL $26,750.00 Accepted By Accepted Date Please note that a 48 hour notice to start digging is required by the State of Alaska for utility locates. NEC is not liable for any utility lines not located by 811 public utility locate i.e., any lines running to detached structures. An extra charge will be incurred for private locate services. Northern Excavation and Construction, LLC 15861 South Birchwood Loop Road Chugiak, AK 99567 +19076941373 NorthernExcavation@Gmail.com Estimate ADDRESS SIEFKER #2 L A-5B 3641 E KLATT RD ESTIMATE #3071 DATE 02/16/2026 DATE ACTIVITY QTY RATE AMOUNT SIEFKER #2 L A-5B 3641 E KLATT RD ABSORPTION FIELD. 2 TRENCHES. 150 TOTAL LINEAL FEET Thank you for the opportunity to provide you with this estimate. Acceptance of this estimate will be acknowledged upon either receipt of a signed copy to Northern Excavation and Construction (NEC) or an email stating acceptance and notice to proceed. Changes that affect or increase specific tasks and machine time shall be submitted in writing for client approval. All agreements are contingent upon circumstances beyond NEC's control, i.e. weather, design changes, unforeseen site conditions, etc. NEC is licensed, bonded, insured, and maintains safe digging practice. All methods and material shall be in accordance with MOA and SOA regulations. NEC shall not be held liable for affects that may occur to the property during or after install. Affects such as, damage to trees in close proximity of where machine work takes place, having to stock and later retrieve displaced excavated material around trees, damage or structural integrity of retaining walls or fences that may need to be partially removed or traveled close too, disturbance to driveways/landscaping, etc. Client is encouraged to contact NEC prior to start of construction for clarification of specific affects that may occur on the property. NEC is passionate about quality. NEC takes pride in maintaining a professional, friendly, clean jobsite and work crew. WARRANTY: Due to high expectations of a quality install, NEC shall provide up to a 5 year Warranty of Please note that a 48 hour notice to start digging is required by the State of Alaska for utility locates. NEC is not liable for any utility lines not located by 811 public utility locate i.e., any lines running to detached structures. An extra charge will be incurred for private locate services. DATE ACTIVITY QTY RATE AMOUNT Workmanship. Compaction of bedding all around components with either engineered soils or suitable material from onsite to prevent the event of settling not cause by events considered as "Acts of God" *Payments received after 30 days of completion shall be charged a 1.5% monthly fee on any unpaid balance. Services DESCRIPTION: Install absorption trench in accordance with First Water Consulting's design. Verify integrity of existing tank. Grade all disturbed areas. Export any cleared debris. INCLUSIONS: 4 loads drain rock. 7 Loads MOA sand. Pipe/Supplies. 4 loads debris export. Survey for North 10' easement and well only. Machine/Labor time. EXCLUSIONS: Tank replacement (Separate estimate provided). Re-landscaping or seeding (Ask for pricing). Final surveying. Insulation is not included as for the depth doesn't require any. If insulation ends up being needed, it shall be added to final invoice. 19,100.00 19,100.00 Acceptance of this estimate will be acknowledged and scheduled upon either receipt of a signed copy to Northern Excavation and Construction (NEC) or an email stating acceptance and notice to proceed. TOTAL $19,100.00 Accepted By Accepted Date PROJECT PROPOSAL Date: 02/16/25 Client Name: DSAA Holdings LLC Client Address: 3641 Klatt Road Submitted To: First Water Consulting Project Title: Septic System Upgrade – Lift station & Field install Project Address: 3641 Klatt Road Anchorage, AK Prepared By: Zollinger Contracting LLC Phone Number: 907-223-1586 Email Address: wtzollinger@gmail.com 1. Project Description Zollinger Contracting LLC is pleased to present this proposal for the septic system upgrade to install a new leach field at the 3641 Klatt Road. 2. Scope of Work Leach Field Installation $14,895 • Survey easements, property lines, setbacks, and well radius in construction area • Excavate a 90’ (L) X 5’ (W) trench and add 2’ of sewer rock • Install 1.25” PVC w/ 3/16” holes at 3’ spacing in the trench and add 4” SDR35 monitoring tubes on each end of the field • Cover leach field with Terra Tex non-woven geotextile • Excavate around the tank manhole riser and install a dual pit less fitting to allow for use of either field • Connect new field to the existing tank • Backfill around tank and over leach field • Mitigate trees or branches, as necessary to facilitate construction and comply with design. • Provide a rough construction grade finish to the work area. Septic Tank Installation $24,800 Removal and replacement of the septic tank may be required. The associated price and scope of work is contingent on the engineer’s inspection of the tank. • Remove existing septic tank and dispose offsite • Install 2ea 1,000gal HDPE tanks with the baffle removed from the first tank and install dual cleanouts between tanks • Connect tank to the two disposal fields and the two structures (shop and house) • Wire tank to the control panel and install new STEP pump package Thank you for considering Zollinger Contracting LLC for your project. We look forward to working with you! Proposal Does Not Include the Following: • Landscaping, topsoil, and seed to restore disturbed areas. (These services are available upon request). Final grading will consist of backfilling the construction area with onsite native soils to provide a rough construction grade. Ground settling is normal and may occur over time in the construction area. • Disposal and hauling of native trees and material • Post installation survey and engineering fees • Warranty or damage of trees/roots or grass • All items that are not mentioned in above paragraph that lists inclusions • Removal of trees and stumps from the property, additional - $280/Load includes dump fees 4. Terms and Conditions • Contract Duration: The proposal is valid for 30 days from the date of submittal. • Change Orders: Any changes to the scope of work must be documented and agreed upon by both parties. • Insurance: Proof of insurance provided upon request. • Termination: Either party may terminate the contract with written notice if project requirements are not met. • Dispute Resolution: Disputes will be resolved through mediation before legal action. 5. Acceptance Client Signature: Contractor Signature: (Tyler Zollinger or Trevor Smith) KLATT ROAD Taylor L. Dosch No. 189892 R E GISTEREDPROFESSIO N A L L A N D S URVEYOR 5i fker Lot A-SB #015-272-55 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.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP261011 Work Type: Septic Upgrade Tax Code Number: 01527255000 Site Legal Address: SIEFKER #2 LT A-513 G:2635 Site Mailing Address: 3641 E KLATT RD, Anchorage Owner: DSAA HOLDINGS LLC Design Engineer: FIRST WATER CONSULTING This permit is for the construction of: Q Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: y �pl�I7i f tleI>artmew 2/10/2026 2/10/2027 48984 Non -Public ❑ Water 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. Coodinate with On -Site staff regarding preferred method. 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: The engineer shall conduct a percolation test in the SM layer and excavate a test hole at the proposed disposal field location to verify separation to impermeable soil, seasonal high groundwater, and percolation rate. Construction may proceed at your own risk before completing the 7 -day groundwater monitoring. If results require design changes, work must stop until a change order is approved. Submit all test hole results with the inspection report or change order, as applicable. If no sand filter is proposed for GW receiving soil, a sieve analysis shall be completed prior to construction. Issued To: FIRST WATER CONSULTING Issued By: Isatou B Njie 5 Date: 2/10/2026 Date: 2/10/2026 MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 015-272-55 Property owner(s) DSAA HOLDINGS LLC Day phone Mailing address 3641 E KLATT ROAD ANCHORAGE, ALASKA 99516 Site address 3641 E KLATT ROAD ANCHORAGE, ALASKA 99516 Legal description SIEFKER #2 LOT A-513 Number of Bedrooms 5 Engineering Firm FIRST WATER CONSULTING Building Permit Number Not Applicable ❑N APPLICATION IS FOR: APPLICATION IS AN: (Z all that apply) Disposal Field FX1 Initial Septic Tank ❑ Upgrade Holding Tank ❑ Renewal Privy ❑ Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Permit/Rush Fees:. Date of Payment: Permit No. z (0 May 2025 Waiver Fees: Date of Payment: Waiver No. Distance: 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com ! !! February 5, 2026 Municipalities of Anchorage On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC SYSTEM UPGRADE PERMIT LEGAL: SIEFKER #2 LOT A-5B The property owner has requested we obtain a permit to upgrade the failed septic field of the above referenced lot. We propose to install one shallow trench to serve the existing 5-bedroom residence with an office in the shop with no residential living area. The design is based on the 2000 test holes by Jeffrey A. Garness, PE in the MOA record file. No groundwater was observed at test hole excavation or monitoring. The integrity of the steel STEP tank will be verified at construction and if deemed necessary two 1000-gallon HDPE tanks with the baffle removed in the first tank & cleanouts between the two tanks will be installed. The second compartment of the second tank will consist of the lift station pump with dual outlets to the original and the new trench. The slopes are moderate at 0-5% at the proposed upgrade location. The lot and area are served by private water. The design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP261011, Isatou Njie, 02/10/26 a First Water U L" T I N C 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com February 17, 2026 Municipalities of Anchorage On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 RE: SEPTIC SYSTEM UPGRADE PERMIT OSP261011 LEGAL: SIEFKER #2 LOT A-513 The existing soils data was reverified with the attached recent test hole (TH26-1). Fast percolating GW soils were encountered that requires the absorption field to modified per the attached design. The total depths are per your / MOA direction — please see attached change order design. Ground water monitoring is ongoing, but there were no initial signs of groundwater and any if encountered will be noted on the inspection report or other required action taken as needed. This modified design will not impact any of the neighboring properties. Please contact us if you have any questions. Sincerely, &A6 L/%, - Curtis Huffman, P.E. �,.• i3O V tG.,�kS 11F. WAS ItwetfN �4 Frsl Waler CONSULTING %.. — 3030 Sues Way - Anchorage, Alaska 99516�•, • Curtis Huffman 4 �� F • CE 128991 Tel. 907-350-9566 FirstWaterAKggmail.com ��c�Jl�o�,02117/26SOILS ••.•�w � LEGAL :SEEKER #2 LOT A SBPERCOLATION TEST �t����������-••- DEPTH FEET OG SOILS PERFORMED FOR: DSAA HOLDINGS LLC ORG/OL —top 2' TESTHOLE # 26-1 DATE PERFORMED: 02/13/2026 1 2 3 4 5 SM/ML 6 GW 7 8 9 10 11 12 13 14 .... . BOH 15 16 17 18 19 20 GROUNDWATER ENCOUNTERED: NO IF YES, AT WHAT DEPTH: NA DEPTH TO WATER AT MONITORING: PENDING DATE: PENDING SEE SITE PLAN FOR SLOPE & LOCATION COMMENTS: VERY RAPID PERCOLATING GRAVEL (GW) TYPE SOILS — NEED MOA SAND FILTER. VERIFY GROUNDWATER MT AT TIME OF CONSTRUCTION Reading Date Gross Net Time Depth to Time Water Net Drop 02/13/26 2 min 6" 6" " 6" 6" " 6" 6" PERCOLATION RATE <1 (MIN / INCH) TEST RUN BETWEEN 6 & 7 FT PERC HOLE DIAMETER 6" PRE-SOAKED PRIOR TO TEST & ALL READINGS TO THE 1/16TH: PERFORMED BY: FWC - I CURTIS HUFFMAN CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE & MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 2/16/2026 DESIGN CALCS: 5BR X 150 GPD = 750 GPD. 750 GPD/1.0 (GPD/S FILTER) = 750 SF SAS. 750 SF SAS / 5'W (NO RF) = 150 FT. TRENCH. USE 2 TRENCHES — 75'(L) X 5'(W) X 0.5'(ED). EXCAVATE INTO RECEIVING SOILS TO 9", ADD 2' MOA SAND FOLLOWED BY 0.5' ED W/ A TOTAL MAX DEPTH FROM EXISTING GRADE: -7'. 150 LF 1.25 PVC W/ J" HOLES AT 3.8' SPACING (20 HOLES PER LATERAL). IF TANK INTEGRITY COMPROMISED, INSTALL 2 1000—GAL HDPE TANKS W/ THE BAFFLE REMOVED IN THE FIRST TANK. SIEFKER #2 LOT A -5B PREPARED FOR: DSAA HOLDINGS LLC 3641 E KLATT ROAD ANCHORAGE, AK 99516 FIRST WATER CONSULTING KKATT READ SUPPORT,SERVICES: C 13030 SUES WAY ANCHORAGE, AK 99516 907-350-9566 FirstWaterAK®gm ail. com DATE: 2/16/2026 SURVEY: GASTALDI DRAWN: FWCS SCALE: 1" = 60' PAGE: 1 OF 2 NO SLOPES >25% WITHIN 50'OF PROPOSED FIELD. STAKE PROPERTY LINES, WELL RADII, ESMTS, OR OTHER SEPARATIONS... PRIOR TO CONST. LET A -5C SIEEKER #2 �srnw +av vcu n�nus - war/rw¢ aeaa m axsr. � DESIGN BASED FROM DIGITIZED ASB & MOA RECORD DOCUMENTS. Aw Ar OF * 9 TH* ,t rtis Huffman r�T CE 128991 44 F ' 02/16/26 \o �PEsstolz� .ri LET A-613LOT SIEEKER #2a NO WELLS WITHIN A -6A SIEEKER #2 'a Uww — te --� � mposmm 100' OF PROPOSED n . 0. frMl SEPTIC FIELD. m COW. 11\ K lwr = TVt L ❑ T p -M, A_5B I LET A -5A1 SIEEKER #2 „rm SHOP io-ss "J=Ics as noa, DRIVE rco ur I rr w W raerr «,co e w rim rrtv Mc a • .s.roa ,00 rt,i m� =rim" W RAOU9 - wtllr/s*Aa wwa m mirr. r�moK vow I I c mom. I z I I > 5 BR i Q I I I I � I �' DRIVE I I I ( • I I SIEFKER #2 LOT A -5B PREPARED FOR: DSAA HOLDINGS LLC 3641 E KLATT ROAD ANCHORAGE, AK 99516 FIRST WATER CONSULTING KKATT READ SUPPORT,SERVICES: C 13030 SUES WAY ANCHORAGE, AK 99516 907-350-9566 FirstWaterAK®gm ail. com DATE: 2/16/2026 SURVEY: GASTALDI DRAWN: FWCS SCALE: 1" = 60' PAGE: 1 OF 2 NO SLOPES >25% WITHIN 50'OF PROPOSED FIELD. STAKE PROPERTY LINES, WELL RADII, ESMTS, OR OTHER SEPARATIONS... PRIOR TO CONST. LET A -5C SIEEKER #2 �srnw +av vcu n�nus - war/rw¢ aeaa m axsr. � DESIGN BASED FROM DIGITIZED ASB & MOA RECORD DOCUMENTS. Aw Ar OF * 9 TH* ,t rtis Huffman r�T CE 128991 44 F ' 02/16/26 \o �PEsstolz� .ri C olf /t DESIGN DETAILS: VERIFY INTEGRITY OF EXISTING 2000 STEEL STEP. INSTALL TWO 75'L x 5'W x 0.5'ED TRENCHES -7' MAX FROM ORIGINAL GRADE w/ INSULATION & 2'+ OF COVER OR 3'+ OF COVER MAINTAINING 200' TO PUBLIC WELLS, 100' TO PRIVATE WELLS / SURFACE WATER, 10' TO LOT LINE --EXCAVATE INTO RECEIVING SOILS AT 9', ADD 2' MOA SAND FOLLOWED BY 0.5' ED AT 7'. INSTALL PER AMC 15.65, 15.55, & MASS... TANK BEDDING, SEPARATIONS, MATERIALS,... IF TANK INTEGRITY IS COMPROMISED, INSTALL 2 1000 -GAL HDPE TANKS W/ THE FIRST BAFFLE REMOVED FROM THE 1ST TANK & DCO BETWEEN. '_ 0-5% 10' UTILITY ESMT / PROPOSED \ STAKE ESMT & PL PRIOR TENCHES TO BE INSTALLED TH#2 \\ TO CONST. \ B B B MT MT -,�- B -BB L[I T A- 5 A I 2000 FIELD SIEF-KER #2 _ TH26-1 SHOP TH#1 0-5% CAR PORT DRIBS FCO MT MT \ MT MH \ CO \ / VERIFY INTEGRITY OF STEEL \ STEP & RECONNECT I APPROX 100' WELL TO NEW FIELD W/ DUAL APPROX RADIUS - VERIFY/STAKE INTERIOR DIVERTER. WATERLINETO PRIOR TO CONST. SHOP I 100' WELL I RADIUS STAKE I PRIOR TO CONST. SIEFKER #2 LOT A -5B SUPPORTOSERVICES: PREPARED FOR: ��`�� OF `q\, ��,� D64A ..�5rtis EHOLDINGSDTT ROAD ANCHORAGE, AK 99516 c `� TH.�(�. T l� Huffman / FIRST WATER CONSULTING DATE: 2/16/2026 SURVEY: GASTALDI wa c*s CE 128991 ,�`y A/ 13030 SUES WAY DRAWN: FWCS ' 02/16/26 /16/26nssioo' , ANCHORAGE, AK 99516 SCALE: 1" = 30' PAGE: 2 OF 2 ,�, \ '�``+ 907-350-9566 FirstWaterAK©gmail.com Municipality of Anchorage Page 1 of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P,O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: ,34.3-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Numben SW000014 PID Number:. 015--272--55 Name: TIM RUF Wastewater System: · New FI Upgrade 15250 EVERGREEN ST. ANCHORAGE, AK 99516 ABSORPTION FIELD (907) 545-8640 5 nDeep Trench I She/Iow Trench nBed 13Mound rlOther LEGAL DESCRIPTION '~ "~: '~ "'~ ~" ~ 1.2 ~o/s,. ,~ 5.4 - 6.3 A-SB - SIEFKER #2 3.2- 4.1 r~ 2.2 - - - 0.4'-1.5' ,~ 90 WELL: i New ~ Upgrade 5 ~ 1 PRIVATE 100 ~ 100 ~ 669 ~. ~ ~ o ~34/ F-810/ ~H HE~ DRILUNG 5/24/00 71 ~ ~ SPENDLOVE EXC. 8/9/00 - 10 ~J UNKNOWN ~ 2.25 ~ TANK SEPA~TION DISTANCES =s,p~ =.o,~; rmm Tank Reid Station Tank ~ ~. ANCHO~GE TANK 2000 Well 100'+ 100'+ 100'+ -- 25'+ ~: STEEL "~ ~ ~ 2 SuHoce Woter 100'+ 100'+ 100'+ - - LI~ STATION Une 5'+ 10'+ 5'+ -- - 2000~ ANCHO~GE TANK / ORENCO ~STEMS - 39" 39" 45' Dmln ' NONE[ KNO~ ~20 OSl 05 HHF M.O.A. Remork,: ~ ~KS % ~¢~ ~ BENCH MARK ~ ~ ar~ ~ ~-01. ~ ~ TOP OF MANHOLE LID. ,nsp~ons~do~by: A~C, INC. Dates:lst s/o/=ooo ~f.J-fa~ r,o/ ooo ..... ......... 4~ sl~si=ooo ~ '.. c~ ~ .: Depadment of Health and. Human Se~s approval ~?,~.......} ........ ...~ ~v~w~ a nd a..~v~ by: ,~ ~ .~. ~ D ~ re: ~- 17- ~ ~ P~RUff NUMBER: SWO00014 AS-BUILT DRAWING DRNNFIELD tt tt I I MT FC02 $.T.r P. TANK LOT A-SA1 S~[FKrr. R f2 ~ N~I:'M~ B~R~M HO~£ pARC~'L ID NUMBER: 015-272-55 A B ST1 67.5 104.1 ST2 71.2 115.2 MH 7,3.1 118.0 MT1 77.9 128.8 MT2 161.4 203.6 FC02 87.9 117.6 ? / ~2/~ M2ooo ALASIC6, ~,TER & WASTEWATER CONSULTANTS, INC., TIM RUF (907) 345-8640 SIEFKER SUBDIVISION #2; LOT A-SB DRAWN BY; K.D.W. $CAL~ 1" = 50' PAGE NUMI~ER: 20F3 AS-BUILT OF' SEPTIC SYSTEM AND NEW WELL LOCATION .~.~NOMBER: AS BUILT DRAWING .~,0 NU.B~: SWO00014 ~ O15-272-5.5 N~W 20~ ~bON ~2/~ W2ooo ~ ..... CONSULTANTS, INC. SIEFKER SUBDIVISION ~2; LOT A-SB AS-BUILT PROFILE OF SEPTIC SYSTEM RUF DRYi~A_L INC DRILLING AKULA OlllVi' )',NCHU~AGE, ~K 19~59(~39 P.01 ST6T[ O~ D~I)ARTM~T OK ~ TURAL R~SOuRE$ · Oc TOTI~_P.01 MUNICIPALITY OF ANCHORAGE Deparlment of Health end Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343.4744 ON-SITE WASTEWATER DISPOSAl. SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Feb 10, 2000 Expiration Date: Feb 09, 2001 Permit Number: SW000014 Legal Description: SIEFKER #2 LT A-5B Design Engineer: 0041 AK Water & Wastewater Consultant Owner Name: Tim Ruf Owner Address: 15250 Evergreen St. Total Bedrooms: 5 Anchorage, AK 99516- Parcel ID: 015-272-55 Site Address: 003641 KLA'Fr RD Lot Size: 48984 SQ. FT. Permit Bedrooms: 5 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage Ail 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 engineer must noti~ DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Date: ~),,.-- //- ~--*')(~ NOTE: ~icatlon must be IIIl~d 0~1 ~ptetely MUNICIPALITY'OF- NCHORAGE Department of Health & Human Services On-Site ,~l~wer/Well Permit Application SINGLE FAMILY DWELLING Property Owner Name Mailing Address ~ ~'Z ~ o Legal Description Day Phone Zip Code Inspections will be conducted by: ~[Approved Engineering Firm [] Municipality (permit fee included) Does your house contain any of the following: [] Hot Tub [] Swimming Pool [] Therapy Pool [] Jacuzzi [] Water Softener Unit This application is for:. [] Sewer Only ,[~ Sewer and Well [] Sewer Upgrade [] Well Only [] Water Storage I certify that the above Information Is correct. I further certify that this application is being made for a Single Family Dwelling and in accordance with applicable Municipal Codes. ¥'/o. Waiver Fees: 72-012 (Rev. 4~8)' Receipt # ~ Permit#. Receipt # Waiver ALASKA WATER & WASTEWATER CONSULTANTS, INC. February 2, 2000 Municipality of Anchorage Department ofHealth & Human Services Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref.' Well and Septic Design for Lot A-5B, Siefker #2 Subdivision To whom it may concern: The proposed 5 bedroom house will be served by a private well and septic system. Test holes were excavated on the property. The proposed septic system will be designed around the 30 foot radii of test hole #1 and #2. We are proposing that a 1500 gallon septic tank and a five foot wide drainfield be installed. Comments regarding the proposed design are summarized as follows: 1. SOILS: Attached are logs which shows the soil classifications, groundwater monitoring, and the percolation test results. The soils below the organic layers are a material (primarily SW/GW soils) to a depth of 8.$ feet in TH#1. The soils below the organic layers in TH#2 are a material (primarily SM and GW soils) to a depth of 4 feet and 12.5 feet respectively. Both holes were dug to a depth of 15 feet. No groundwater was encountered during the excavation of the test holes. A percolation test for TH#1 was performed betxveen the depth of 6.5 feet to 7 feet which had a percolation rate of<l minute/inch. A percolation test for TH#2 was performed between the depth of 6.5 feet to 7 feet which had a percolation rate of<l minute/inch. It is our opinion that due to the overall appearance of the soils, a application rate of 1.2 gallons/day/ft2 should be used. 2. TRENCtl DESIGN: a. Percolation Rate: <1 minutes/inch b. C. d. De. sign Flow: 750 gallons per day e. Minimum Absorption Area: 625 ft2 f. Total Depth: 6 feet (max.) g. Effective Depth: 2 feet Allowable Application Rate: 1.2 gallons/day/ft2 Number of Bedrooms: 5 h. Width: 5 feet i. Reduction Factor: 0.7 i. Minim. um Length: 90 feet long j Effective absorption area-- 643 6901 Debarr Road, Suite 2B ~ Anchorage, AK 99504 ~ Ph: (907)337-6179 ~ Fax: (907)338-3246 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 4. TOPOGRAPIIY: As can be seen on the attached topography site plan, the average slope of this lot is less than 5 percent running from east to west; in short, there are no slope concerns. The trench is to be installed parallel to slope contours. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact me at 337-6179, or 244-9612. Thank you for your assistan~ Pre~deht~J NOTE: Attached is a site plan drawing, a design drawing, a topography site plan, 2 soils logs, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B ~ Anchorage, AK 99504 - Ph: (907)337-6179 ~ Fax: (907)338-3246 \ I / ~1 / \ ~ I / II \ I II f'""~', \ I II I~ \ I II ~ P~S~ S~C , r~--~-~--~-- ~R~ II I I~ I I~PROPOS[D ~B s~ ~ ii il I~~ SHOP ~ / ~ ~ / I I - ~---~ z *~ ~~ ........ ~ / / ~AS~ WA~R ~ WAS~WA~R CONS~T~S, ~C. 6901 D~R R~, SU~ 2B, ~C~ ~, 99504 SIEFKER SUBDIVISION ~2; LOT A-SB ~" PR~ FOR: PHO"E NUMBS: TIM RUt (907) ~45-8640/727-4256 ~,, ~-7953 ,,.,* ~TC2.2.2000// O~WN ~: s~ P~ K.D.W. 1 = 100' 1 of 2 J I "x. I I /--PROPOSr. O O~NnE'..O. I~CAV^T~ A Tr~m / THAT IS 5 IrEET WlOE ~Y 90 FEET LONG ..... I TO ALL SLOPE OONTOURS. '~. '~ NORTH AND WEST LOT UNES I I I I SHALL BE FLAGGED BY A I I I I R£GISTERF..D LAND SURV~rOR. I I I I II I ~_ / [[ II i / II re. Il '~ " "'" '~ /-~o~,~ ~:.'...... - ¥c..:..x / \ ¢¥~ 'X: .;o.~\ J LOT / LOT A-SA1 INSTALL,,.-~..~ C,CR'''~ ~PROPOSED 1500 ~: · :'~ SIFTER 12 $11~"KER J2 FOUNDA~0N ~ J GALLO~I-~I~'T]¢ X, *. -~x- ~b_.,~_, .:. \ I / \ ', ,. \ / ~ B~rO0~ HoUsE · / :;:....':- . ,,o, ~ ~ i \ .:%:...... x I' : .:~,~ o:~ ~ 1- .... x~ ..L. --' ~ KLA'FF/ ROAD \ / / ',, / / ALASKA WATER AND WASTEWATER CONSULTANTS, INC. ,:.~'~"~'~%'~%~'~'0F A~.q e~oar. (go?) aa?-61?g/F*X: (g0?) a~6-3:45 _~',~;;~¢' t/[,t ! SIEFKER SUBDIVISION ~2; LOT A-SB v,:; rr~tt. '-~//~ ........ .c. ~¢./~ ........... DESIGN 0F SEPTIC: SYSTEM ~ .''m'~'~'.l; ...... _'"~r.... · ,^ *.ue~tre: , ~. G~me$$: Tim rut (907) ~45-86401727-425S I]~,1,,'..... ..... ~*tE:2/2/2000 DR~WN 13Y: .T~ALE: PAGE: .~ ·O, OX ~.o.w. ~: ~o' ~ or ~ ALASKA WATER & WASTEW.A~ CONSULTANTS. INC. 690t OEB~R ROAD. SUITE 2B ANCHORAGE, AK. 99504 · m SOIL LOG PERCO~TION TEST I LEGAL DESCRIPTION: SI[~ER SUBD~SION ~2; LOT A-SB ~~' PERFORMED FOR:. ~ RUF.... DATE PERFORUED: 11/5/9~ I'TEST HOLE ~ J"l' ORe,CS (SO~H HO~)  GW ~ ORG GP ML GM CL GC OL SW MH ~ SP CH ,~ SM OH SC SITE PLAN · _- OCr +TH~2 TEST HOLE / LOCAllON$ AR~ APPROXIMATE I ~THj~I / / / ! ¸ I I N sw/¢w DEPTH TO DATE GROUNDWATER DRY 11/S/~9 DRY 11/16/99 DATE READING CLOCK NET TIME WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES) ML- DRY AND EASILY FRIABLE PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 6.5 FT. AND 7.0 FT. COHMENTS: PERFORMED BY ALASKA WATER & WASTEWATER, I, JEFFREY ~ GARNESS, CERTIFY THAT THIS WAS PERFO~MF_~_IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDEUNES IN EFFECT ON DATE~' /~ II1 I"'f"l 6901 DEBARR ROAD, SUITE 28 * ~CHORAG£, AK. 99504. PHON~' (907) 337-6179 · FAX (907) 3~-~246 , LEGAL DESCRIPTION: S~E~ER SUBDMSION ~2; LOT A-SB " PERFORUED FOR: ~M RUF ~...~ DATE PERFORMED: 11/6/99 TEST HOLE ' : I ~ GW ..... ORG I 3 SM ~ GP HL .................... 4 q-~,~ GC OL LOtiONS 6 '. ~:~,~ SC 7~ ~ DEPTH TO · .~;<~,'; GROUNDWATER DATE 11~:F~ DATE READING CLOCK NETTIHE WATERLEVEL NETDROP ,~e~,~ TIHE (HINUTES) RE. lNG (INCHES) ML - D~ 14 PERCO~TION ~TE <1 .(HIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST R~ BETWEEN 6.5 FT. ~D 7.0 FT. COHHENTS: PERFORMED BY A~ WATER & W~ATER. I, JEF~ A. GARNESS, CERTI~ ~T ~IS W~ PERF~R~D~ IN ACCORDANCE WffH ~ ~ATE ~D MUNICIP~ GUIDEUNES IN EF~CT ON DATEr DEPTH TO GROUNDWATER DATE DRY 11/6/99 DRY 11/16/99 R&M CONSULTANTS. INC. e.e u.er 01101. Ave. Dow July 8, 1976 Mrs. R. P. Fortin Box 1742 Anchorage, alaska 99507 eeev 0wewow0a e, �w.ue0e w.w w+•0+ •0402 - "X. eeeee20o I�J Rr&M�No. 6/ 56263 RE: Test Hole and Soil Log Report for nitar stem Lots A -5B and A5C1Siefker Subdivision Anchorage, Ak l• Dear Mrs. Fortin: . We are submitting herewith the test boring results and our comments regarding soil conditions encountered at the subject site. This investigation was performed in accordance with your request of June 29, 1976 and those procedures outlined in a letter dated July 15, 1975, by Mr. Rolf Strickland of the Greater Anchorage Area Borough Department of Environmental Quality. A single test hole was put down within lots A -5B and A -5C for the purpose of defining general subsurface soil conditions for -the proposed sanitary system. Excavation was accomplished with an auger_lype drilling rig and the Test Holes 1 and 2 were extended to a total -depth of­'20'feet below ground surface. The final logs prepared for the test holes have been included in Drawing A-02. The approximate location of the test holes is shown in Drawing A-01. Ground water was not encountered in either test hole while drilling. A percolation test was performed for Test Hole 2 and the results are included herein. N_percolation-test-was-performed for Tes_�iole�. We appreciate being given this opportunity to be of service to you. Should you have any questions with regard to the above, please do not hesitate to contact us. Very truly yours, R & M CONSULTANTS, INC. James W. Rooney Vice President 61.P4 JWR/ddp xc: GAAB ANCHORAGE FAIRBANKS JUNEAU Tf[ 1 6-29-76 ORGANIC MATERIAL TIS 2 0.0' 6-29-76 1.5' SILT W/TRACE SAND -------- 4.0' SILT W/TRACE SAND AND GRAVEL SILT ----------- 14.0' GRAVELLY SILT 20.0'TD No Water Table This Log Represents the Soil Conditions within Lot A -5B of Siefker Subdivision Anchorage, Alaska 0.0' ORGANIC MATERIAL 1.5' GRAVELLY SAND W/SOmz SILT --------- 6.0' SAND W/TRACE SILT AND GRAVEL ------ 8.0' GRAVELLY SAND TO SANDY GRAVEL TRACE SILT ---------^— 11.5' SILT W/TRACE SAND 1 ------------ 18.5'. GRAVELLY SILT 20.0' TD No Water Table - This Log Represents the Soil Conditions within Lot A -5C of Siefker Subdivision Anchorage, Alaska O:VN�YG.91, i 1 F.B. II�1 nn Log of Test Hole _`DWM i1 RSM CN9ULTAT9IC �-)rt . 7-12-76 ua!0' � I . CNN9 Anchcr_g�, '.laaka PRO -'-MC .556263 i SCALE: I"=3' CwG.NO. A-©2 60 Minutes DROP PERCOLATION TEST INCHES R.P. FORTIN 0 R & M NO. 656263. 0 ELAPSED TIN'. TIN? 1:00 0 1:01 1 1:02 1 1:03 1 1:04 1 1:05 1 1:06 1 1:07 1 1:08 1 1:09 1 1:10 1 1:15 5 1:20 5 1:25 5 -4:30 —5 1:40 10 1:50 10 2:00 10 60 Minutes DROP INCHES 0 0 1 2 0 1 1 0.5 0.5 1 1 3 2 1.5 1.5- Io 2.5 2 2 24.5" Total Drop Test Hole R2 Lot A -SC . Sie'ker Subdivision• Anchorage, Alaska JEFOME STREET O u Location Diagram GiSMcCNSULTANTS.INM R.P. For; -in aa�,;i0 6j6253 -12-70 Mc::ora4'. Alaska lC'.YG.NO. r _ x=0] SCALE : Municipality of Anchorage Development Services Department Building Safety Division Onsite Water & Wastewater Program 4700 Bragaw Street ) /) P.O. Box 196650 Anchorage, AK 99519650 www.muni.org/onsfte (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. COSA# (IPM 1. GENERAL INFORMATION Expiration Date: Cl — a I ` (9 C Complete legal description SIEFKER SUBDMSION #2: LOT A-56 Location (site address) 3641 E. KIATT RD. • ANCHORAGE. AK 99156-2104 Current Property owner(s) TIM RUF Day phone C/O AGENT `n51& Mailing address _3641 E. KLATT RD. • ANCHORAGE. AK 99+56-2104 Lending agency Mailing address Real Estate Agent Mailing address Day phone 244-3504 3801 CENTERPOINT DR. X7200 • ANCHORAGE. AK 99503 Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 5 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well 0 Individual On-site 0 Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an Independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also Issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of Issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions In the professional engineers work. 4. 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 ivater 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 JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG, LID. attempted to provide a thorough, conscientious engineering analysis of the system In accordance with ADEC and MOA DSD Guidelines B Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily Identifiable features. The operational Ale of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is far the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party Is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE r Approved for bedrooms. Disapproved. Phone 337-6179 Date 6 Int o6 Conditional approval for bedrooms, with the flowing stipulations: Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineers Reort Other WATER AND ; m: PRO�: By: Original Certificate Date: G '.� " O rw.. ,,.x, Municipality of Anchorage Development Services Department �J With g Safety Division On -Site Water 6 Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 9951041= www.muni.orglonsfte (907) 3437904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: ' SIEFKER /2 S/D. LOT A-58 Panel to. 0 15'- 2 7,2 -S5- A- SS A. WELL DATA Web type MAIE if A. B, or C provide PWSID# N/A Well Log (Y/N) `ES Data completed 3/24/2000 Sanitary seal (YM) —YES Wires property protected (Y/N) 'IES Totai depth 100 ft. Cased to 100 ft. Casing height (above ground) 18+ in. FROM WELL LOG AT INSPECTION Date of test 3/24/2000 6/7/2006 Static water level 71 ft.. 76 ft. Well production 10 g,p.m. 5.1 G.P.M. WATER SAMPLE RESULTS: 11 Coliform _0— colonies/100 mi. Nitrate 42AL nvA. Other bacteria colonies/100 rnl. Arsenic: . Q_ugJL. Date of sample: 6/7/2006 Collected by: GEG. Ltd. B. SEPTIC(HOLDING TANK DATA Tank Type/Material STEEL Date Installed 8/9-10/2000 Tank size 2000 gel. Number of Compaitmetrts 2 Cleanouts (Y/N) YES Foundation cleanout (YIN) YES Depression over tank (Y/N) NO High water alar (YM) YES Date of pumping 6/7/2006 Pumper McDONALWS PUMPING C. ABSORPTION FIELD DATA Date installed e/9-10/2000 Sob rating (..dJft fIjbdnn) 1_2 System type SR41M TRENCH Length _10.& Width 5 ft. Gravel below pipe 2.2 ft. Total depth 6-6 ^5 ft. Eft. absorption area 669 fe Mon<toring tube YES Depression over field NO Date of adequacy test 6/7/2006 Results (Pass/Fap) PASS For S bedrooms Fluid depth In absorption field before test DRY/D in. Water added7_/0 gal. New depth 3/1 In. Elapsed Time: 15 min. Filial fluid depth Q-5/nffiIn. Absorption rate >= 750 g p d. Any rejuvenation treatment (past 12 mo.) (Y/N 3 type) NONE KNOWN 0 yea, give date - D. UFT STATION Date installed _ 8/9/2000 Size in gallons 2000 Manhole/Acoess (Y/N)yM "Pump on" level at 39 n. "Pump otr level at -Ic.Jn. High water alarm level at 45 In. Datum BOTTOM OF TANK Cycles tested 3 Meets alarrn & circuit requirements? YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankAift station an lot 100'+ On adjacent kits 1008+ Absorption field on lot 1000+ Public sewer main N/A On adjacent lots 100'+ Public sewer manhole/deanout N/A Sewer /septic service line 25'+ Holding tank N/A Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property Ane 5'+ Absorption Held 50+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parkinghrehide storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots '+_ F. COMMENTS 0. ENGINEER'S CERTIFICATION i certify that I have determined through Qeld /espedlorrs and V., , ` r review, of Municipal recuds that the above Systems are In ........ conformance with MOA COSH guidelines in eBed on this date. y Engineers Printed/ Name JEFFREY A CARNESS 79 as Date 6�19leb� 0 6 /.9 .ob.•�v COSA Fee& 930 Date of Payment tolkk Receipt Number (Wv. 11/05) Waiver Fee E Date of Payment Receipt Number EZ 10' UIILITY LAJLMCNI Z Z C MNK bb -137 SIEFKER SUED., NO. 2 LOT A -5B 48,986 S.F. (REC) 48,962 S.F. (MEAS) N 89059'12"E 165.00'(REC) S 89058'24"E 165.08' (MEAS) EXISTING SHOP GRAVEL DRIVE (SEE DETAL) SE I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY DEPICTED ABOVE AND THAT NO CL' VENTS ENCROACHMENTS EXIST EXCEPT AS INDICATED. JEFF A. GASTALDI, R.L.S. ' 4726 WEST 88TH AVENUE O n ANCHORAGE, ALASKA 99502 COVENANTS OR RESTRICTIONS WHICH DO NOT t0 co APPEAR ON THE RECORDED SUBDIVISION PLAT. t0 tD LOT A-58 DATE N N 11/15/2000 ESTABLISHING BOUNDARY OR FENCE LINES. 33 ANCHORAGE RECORDING DISTRICT. ALASKA o :- F.B. O N 99-14 SSB NOTE: NO CORNERS SET THIS DATE. O O O O O O Z Z EXISTING BUILDING 2e•e (SEE DETAL) GRAVEL DRIVE W +� nl W HELL 10' UTIL ESMT. N 89058'30"E 165.00'(REC & HELD) M M KLATT ROAD 1114 iM10 BUILDING DETAIL SCALE: 1"-20' `' Iror cn nu s5 y b,s 137 .vm bi nm FINAL STRUCTURE AS-HUILT AS -BU I LT I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY DEPICTED ABOVE AND THAT NO GASTALDI LAND SURVEYING ENCROACHMENTS EXIST EXCEPT AS INDICATED. JEFF A. GASTALDI, R.L.S. R IS THE RESPONSIBILITY OF THE OWNER TO 4726 WEST 88TH AVENUE DETERMINE THE EXISTENCE OF ANY EASEMENTS, ANCHORAGE, ALASKA 99502 COVENANTS OR RESTRICTIONS WHICH DO NOT PHONE 248-5454 APPEAR ON THE RECORDED SUBDIVISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION OR FOR GRID DATE 2635 11/15/2000 ESTABLISHING BOUNDARY OR FENCE LINES. ANCHORAGE RECORDING DISTRICT. ALASKA F.B. JOB N0. 99-14 SSB NOTE: NO CORNERS SET THIS DATE. 1 11=50' SHOP DETAIL SCALE: 1"-20' CANT (ARONT KLOW ��•�rli�p r P'CF ..OF ...A4 �::..49Iti........: *.: .. ... ........a Jeffery A. Gostaid, l o` AN AVLS -6091 �; Jia •�o'p'•..•.... )2 4f#` �0ttls sionol Vol,