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Home My WebLink AboutOVERLOOK ESTATES #3 LT 18EO . (Rev 05/027 Municipality of Anchorage On-Site Water and Wastewater Section • (907) 343-7904 Page 1 of 1 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP241057 PID Number: 067-231-31 Dwelling: ❑■ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: X New ❑ Upgrade Name Hultquist Homes, Inc. ABSORPTION FIELD ❑ Deep Trench ❑■ Wide Trench ❑Bed ❑Mound Site Address 27309 Wilde Circle ❑ Other Phone Number of Bedrooms Soil Rating depth from original grade 3 1.2 GPD/SF JTotal 8.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 4.0 Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot Overlook Estates #3 18 Fill added above original grade 1.3-1.6 Ft. Gravel length 40 Ft. Township Range Section Gravel width 5.0 Ft. Beds: Number of Lines n/a Distance between lines n/a Ft. SEPARATION DISTANCES To Septic Absorption :Lift Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Station Tank Line 400 FF 1 n/a Ft. Well 100'+ 100'+ NA NA 25'+ TANK ❑p Septic ❑ S.T.E.P. ❑ Holding ❑ other Manufacturer Greer (Deep Bury) Capacity 1000 Gal. Surface Water 100'+ 100'+ NA NA Material HDPE Number of compartments 2 Lot Line 5'+ 10'+ NA NA NA Foundation 101+ 10'+ NA NA i LIFT STATION Manufacturer Capacity Gal. Remarks Alarm location Electrical installed by PIPE MATERIAL House to tank F628 Tank to D3034 drainfield Installer Little Dipper Excavating Drainfield D3034 Co/MTD3034 Inspector Pannone Engineering Services, LLC BENCH MARK (Assumed elevation) 100.0 ft Inspectionim 10/09/24 10/09/24 Location and description ectio 2nd Garage FF 31d 10/10/24 411 11/07/24 1 ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp '� OF Al Conditional Approval: PP Date ,�� i co 49TH /... .. Seven P. Pannone Septic S St �j r� �,'. CE 8149 rz j 1�c'SFa• iz/z6�zoz-a . •`�� Approved Pp Date I�IFUPi CFLJ1 4 e: this approval does not include well permit requireme s. (Rev 05/027 1000GAL GREER POLY TANK PROFILE SCALE: NTS PA N N O N E E N G S V C , L L C ( C . I . 1 0 8 8 ) www.sullivanwaterwells.com Pump Installation Log Well Drilling Permit Number: OSP 241057 Date of Issue 4/26/24 Parcel Identification Number: 06723131000 Legal Description Property Owner Name & Address Overlook Estates #3 LT 18 Hultquist Homes 27309 Wilde Circle Eagle River, AK 99577 Pump Installation Date: 10/31/24 Pump Intake Depth Below Top of Well Casing: 73 feet Pump manufacturer’s Name: Grundfos Pump Model: 10SQE07-240 Pump Size: 3/4 hp Pitless Adapter Burial Depth: 13 feet Pitless Adapter Installer: Pitless Manufacturer: Disinfected Upon Completion? yes no Method of Disinfection: Chlorine 50 PPM Comments: Pump Installers Name: Sullivan Water Wells Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. Merrill Hultquist Certified Drilling Log OWNER OF LAND: Hultquist Homes ADDRESS: 27309 Wilde Circle Eagle River, AK LEGAL DESCRIPTION Overlook Estates #3 LT 18 DATE: 5/21/24 PERMIT NUMBER: OSP241057 DATE OF ISSUE: 4/26/24 TAX IDENTIFICATION NUMBER 06723131000 Is well located at approved permit location: Yes No Method of Drilling: air rotary cable tool Depth of Well: 84’ Casing Type: Steel Wall thickness .250 inches Diameter: 6 inches, depth 84 feet Liner type Static Water Level: 54.1 feet Recovery Rate 7 gpm gph Method of Testing Air Well Intake Opening Type: open end open hole Screened Start feet Stopped Perforations Start feet Stopped Grout Type: Bentonite Volume: 100 lbs. Depth: from 2 feet, to 42 feet Well Disinfected Upon Completion: yes no Method of Disinfection: Chlorine 50 PPM Comments: Bore Hole Data Depth From To 0 2 Casing Stickup 2 4 Overburden 4 40 Silty sand and gravel with boulders 40 60 Silt and gravel with boulders 60 84 Silty sand and gravel Drillers Name: Cole Sullivan ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. 040.002 Date: October 14, 2023 Client: Pannone Engineering Services, Logan Project: 27309 Wilde Circle Anchorage, Alaska Crowther Associates Particle Size Distribution Table (percent passing subject sieve size) Sample Source Test Pit 8 foot depth Moisture Content 4.7% Sieve Size Percent Finer Percent Finer Percent Finer Percent Finer 3 inch 100 1-1/2 inch 100 3/4 inch 95 #4 59 #10 40 #40 15 #100 6 #200 4 0.02 mm xx Classification Gravelly Sand (SP) Invoice 228 1632 Bellevue Circle /Anchorage, Alaska 99515 Telephone (907) 349-2198/E mail: 907crowther@gmail.com MUNICIPALITY OF ANCHORAGE aient On -Site Water & Wastewater Program �o Is, PO Box 196650 4700 Elmore Road r Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 ^~ i http://www.muni.org/onsite UehaI- ttnellt On -Site Water & Wastewater System Permit Permit Number: OSP241057 Effective Date: 4/26/2024 Work Type: Wel]Septic Initial Expiration Date: 4/26/2025 Tax Code Number: 06723131000 Site Legal Address: OVERLOOK ESTATES #3 LT 18 G: Site Mailing Address: 27309 WILDE CIR, Eagle River Owner: VIALPANDO JACOB & CANDICE Lot Size in Sq Ft: 54966 Design Engineer: PANNONE ENGINEERING SERVICES Total Bedrooms: 3 This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Q Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: • A sieve analysis is required in the location of the proposed absorption fields. If results require a design change, construction shall stop pending approval of a change order. Please submit results with the inspection report (or change order, if required). d R -By: _ .Z ss u e J -rte PSS Date: Issued By: Date: L 47G Z MUHMPA UTY OF A HCHORAGE bqV5%'5A Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 067-231-31 Property owner(s) Jacob & Candice Vialpando Mailing address Site address NSN Wilde Circle Day phone Legal description (Sub'd., Block & Lot) Overlook Estates #3, Lot 18 Legal description (Township, Range & Section) Lot Size 54,966 Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑X Initial ❑X Single Family (SF) ❑X ADU) Septic Tank IRUpgrade F-1(w/wo (D) ❑ Holding Tank F-1Renewal ElDuplex Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑X Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. SRP (Signature of property owner or authorized agent) Permit/Rush Fees: -� l 312. Waiver Fees: Date of Payment: Receipt Number: Permit No. DSP 2H ) 05 7 Permit App_.:- : , _..:c Date of Payment: Receipt Number: Waiver No. Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E‐mail: steve@panengak.com Mailing: P.O.Box 1807, Palmer, AK 99645 Telephone: (907) 745‐8200 FAX: (907) 745‐8201 Municipality of Anchorage Development Services Department On‐Site Water & Wastewater Program 4700 Elmore Road Anchorage, Alaska Subject: Overlook Estates #3, Lo 18 Well and Septic System Permit Request This is a design narrative for a permit to install an initial septic system and well on the subject property. The proposed system will serve a proposed three‐bedroom (3) house. This lot and surrounding lots are served by private wells. 1. Soils. 28 test holes were performed in this subdivision by PES for the approval of the subdivision, and more were performed during the design of septic systems on lots in the subdivision. The shallowest groundwater observed in the subdivision was at 13’ on lot 26, directly adjacent to a stream located on the far end of the subdivision. Bedrock was not encountered anywhere in the subdivision. The test holes in the area were all found to have a percolation of less than 5 MPI, most less than 1 MPI. See soils logs for subdivision, S12577. The test hole on lot 18 was performed further to the northwest than the system will actually be installed. We are using surrounding test holes as a justification. Based on the results of the surrounding percolation tests and known soil types in the area, per 15.65.210 C; a conservative application rate of 1.2 gallons/day/square feet was used for a conventional wastewater system. A sieve analysis will be performed on the soil in the area of the drain field to verify the in‐ situ sand, and a change order will be submitted if the soil is found to require a sand filter. 2. 3. Soil Absorption System Design. a. See Sheet 1 of the design package. 4. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. 5. Topography: See attached site plan for area topography. There are no slopes exceeding 25% less than 50ft from the proposed drain field. 6. Drawing Markings: The Drawings are marked “For MOA Review Only”. When written notification that the review is complete and no further comments are received from MoA On‐Site Department, the note will be removed and “For Construction” drawings will be issued. The proposed installation will not affect the future development of this or the surrounding lots. If you have any questions or concerns, please contact me at (907) 745‐8200. Sincerely, SRP Steven R. Pannone, P.E. F. ASCE Owner/Civil Engineer 26 April 2024 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241057, Deb Wockenfuss, 04/26/24 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241057, Deb Wockenfuss, 04/26/24 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241057, Deb Wockenfuss, 04/26/24 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241057, Deb Wockenfuss, 04/26/24 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 OSC241495 Parcel ID 067 -231-31 Expiration Date: Legal description OVERLOOK ESTATES #3 LT 18 site address 27309 WILDE CIR Current property owner(s) HULTQUIST HOMES INC X The On-site system(s) is/are approved for 3 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or advisories: Original Certificate Date: 12/5/2024 This CC ificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject syscm(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 work. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other MUNICIPALITY OF Development Services Department On -Site Water & Wastewater Section - ANCHORAGE Phone: 907-343-7904 Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 067-231-31 Complete legal description Overlook Estates #3 L18 Location (site address) 27309 Wilde Circle Current property owner(s) Hultquist Homes Inc 2. ON-SITE SYSTEMS SIZED FOR 3 BEDROOMS Day phone 3. TYPE OF WATER SUPPLY: ❑■ 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: ❑■ Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ❑ Steel ■❑ Plastic ❑ Concrete ❑ Fiberglass Age New - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑ Deep Trench ❑ 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 Waiver Fee $ Date of Payment Date of Payment COSA # 0S C 2-y I L( Waiver # COSA Applicationjune 2022 COSA Checklist_June 2022 COSA Checklist Legal Description: Parcel ID: 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 Total depth ft Cased to ft Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) in. Date of flow test for COSA Static water level at beginning of test ft. Well production at time of test gpm Water storage tank volume 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 Comments __________________________________________________________________________________ B.TANK DATA Measured operating fluid level in septic tank Date of pumping Required maintenance completed, if AWWTS Comments: C. LIFT STATION Required maintenance completed Age of lift station years Lift station material 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 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) in Effective depth used in Effective depth remaining in Comments/Deficiencies: 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’ 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 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 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. In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC & MOA guidelines and regulations. The reported results describe 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 life of all wells and septic systems depend on the local soil condition, ground water 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 this system. All systems eventually fail, and satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore, we cannot provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed above. Name of Firm Phone Engineer’s Printed Name Date 11/26/2024 Lot 18 Overlook Estates Addition 3 Subdivision As Built Land Surveying Land Development Consultants Subdivision Specialists Construction Surveying AEC# 173042 S4 Group 124 E 7th Avenue Anchorage, Alaska 99501 (907) 306-8104 mail@S4AK.com 11/14/2024