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Home My WebLink AboutTIMBER TRAIL TR 1BTimber Troil Tract ! B #017-101-56 MUNICIPALITY OF ANCHORAGE On-Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/VVELL PERMIT APPLICATION Parcel I.D. 017-101-56 Property owner(s) A. Roger Phillips Mailing address 37343 Jaeger Drive, Soldotna, AK 99669 Day phone Site address E 142nd Avenue Legal description (Sub'd., Block & Lot) Timber Trail, Tract lB Legal description (Township, Range & Section) Lot Size 82,328 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: ([~ all that apply) Absorption Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage [] APPLICATION IS AN: TYPE OF DWELLING: Initial [] Single Family (SF) (w/wo ADU) Upgrade [] Duplex (D) Renewal [] Multiple Dwellings (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I cedify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: Permit No. Waiver Fees; Date of Payment: Receipt Number: Waiver No. Permit App_~- :- :2..Z ~' Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional En§ineer E-mail: steve@panenRak.com July 18, 2013 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Timber Trail, Tract lB Septic System Permit Request Ladies and Gentlemen: I am writing to request a permit to install a well and septic system be issued for this property. The proposed systems will serve a proposed four {4) bedroom house. Currently the lot is undeveloped. The well will be over 100 feet from this septic system and from the surrounding septic systems. The surrounding developed lots are also served by private wells that are over 100 feet from this septic system. :[. Soils. One test hole was excavated by James Armstrong in August of 2007, and the ground water monitored for seven days. Groundwater was not observed in the hole monitor tubes after the seven day monitoring period to a depth of 10.0 feet on July 17, 2013. Bedrock was not encountered in the test hole. It is my opinion, based on the results of the percolation tests and overall soils appearance; an application rate of 0.8 gallon/day/square feet should be used for the conventional system. o Soil Absorption System Design. a. See Sheet 2 of the design package. 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The proposed drain field upgrade will maintain at least :~00 feet from all surface water and drainage ditches. 4. Topography: The topography slopes from east to west at approximately 15% in the area of the proposed drain field. There are no steep slopes in the area. 5. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that the review is complete and that there are no further comments is received from MoA On-Site Department, the note will be removed and "Issued for Construction" drawings will be issued. Mailing: P.O. Box 100217, Anchorage, AK 99510-~0217 Physical: 332 East Manor, Anchorage, AK 9950:1 Telephone: (907) 272-82:I8 FAX: (907) 272-g2~.1 Page 2 of 2 The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within :~00 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-8218. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Attachments -Soils Log -Septic System Design Mailing; P,O, Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor Ave, A~}chorage, AK 9950~ Telephone: (907) 272-8218 FAX: (907} 2728211 Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional En§ineer E-maih steve~panenRak.com August 14, 2013 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Timber Trail, Tract lB Slope Waiver Request Ladies and Gentlemen: I am requesting a waiver for the minimum distance to a grade over 25% to 35 feet from the drain field. The drain field on this lot is over 50' directly uphill from any slope over 25%, it is however located approximately 38' cross-slope from a road cut slope that is approximately 6' tall and over 25%. Granting this waiver is not likely to affect the health and safety of this lot or the surrounding lots now or in the future. If you have any questions or concerns, please contact me at 272-8218. Sincerely, ;%.' -.....~ ........... ~,~ StevenR. Pannone Steven R. Pannone, P.E. Owner/Civil Engineer Malting: ?,O, [3ox 100217, Anchorage, AK 99510-02&7 Physicch 332 East Mahou Anchorage, AK 9950:1 TeJepho~,e: (907) 272-82~8 FAX: {907) 272-S21:t ADVANTEX DESIGN (RESERVE SYSTEM} 2EA ADVANTEX 24-" 4" JIM CAP,,,,~X20 PODS~ INSULATED AUXILIARY PASSIVEAiR . \ . RISER PUMP-- VENT-~,.~ 4" PUMR-OUT gALLON SLIDE SECTION OF 6" PIPE ~ I OVER THIS CONNECTION TO PROVIDE SHEER PROTECTION ~14' EXTEND TO BRIDGE EXCAVATION DESIGN PARAMETERS~:~ PRIMARY SEPTIC SYSTEM NO. BEDROOM: ~ (600 gpd) TANK SIZE: 15009 S.T.E.P. W/AX20 POD PERC RATE = 6.5 MPI SOIL RATING; 5 GPD/SF AREA RQD: 120 SF SYS. ~PE; 5' WIDE TRENCH 2.5' E.D. R.F.: 0.6~ MIN LENGTH: 15.~ LF USE: 16 LF X 5' WIDE, 2.5' E.D., ~.0' TD TOTAL AREA: 125 SF NO~S: P~O~ ~G ~C, L~ ,ox FOR FUTURE CONSTRUCTION PHONE (907) 272-8218 FAX (907) 272-8211 ~.~"~ ~'~i~ ~ .~ ~ Scae ~s~w s~s~ TIMBER TRAIL, TRACT lB NO '~~ 017-101-56 A. ROGER PHILLIPS~~~.~... CE 81~9 ,'~ PERMIT NO. E 142ND AVENUE ~%~.. .~¢~ os~3~7o SITE SECTION ANCHORAGE, AK 99516 ~ ...... ,~ Sheet So)is Log - Percolation Test u/ 4,g4~ COMMENTS LIlII .1tl !1~ IIitt I.Ittl PERFORMEDINACCORDANCE~ItYITHALLSTATEANDI":UNICIPALOUID~IN~iNE~ON~ISDA~ DATE: .~'/,//,~,~ 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 OSC251249 Parcel ID 017 -101-56 Legal description TIMBER TRAIL TR 1 B Site address 5501 E 142ND AVE Expiration Date: 6/5/2026 Current property owner(s) O'NEILL GLORIA & The On-site system(s) is/are approved for bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or conditions: No comments ff By:r,:, Original Certificate Date: _2 rp lr7� TK' Certificate of On -Site Systems Approval (COSA) is intended to demonstrate t e subje t stem(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Service Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's submittal. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 017-101-56 Complete legal description TIMBER TRAIL TR 1B Location (site address) 5501 E 142ND AVENUE ANCHORAGE, ALASKA 99516 O'NEILL GLORIA & PHILLIPS ROD( Current property owner(s) a Day phone 2. ON-SITE SYSTEMS SIZED FOR 4 BEDROOMS 3. TYPE OF WATER SUPPLY: � Private Well serving # 1 dwelling units F] Other Non-public well as regulated by MOA ❑ Water Storage F] Community Well or Public 4. TYPE OF WASTEWATER DISPOSAL: FEW Private Septic 0 Private Septic serving 2 dwelling units Fj Holding Tank F-1 Community Septic or Public Sewer 5. SEPTIC TANK: AN Steel F-1 Plastic 0 Concrete M Fiberglass Age 11 - See advisory if steel or fiberglass older than 20 years 6. ABSORPTION FIELD: 0 AWWTS R Bed R Deep Trench RE Wide Trench R 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 $ 557) 00 Waiver Fee $ Date of Payment (f 1h__4 AS- COSA # (0 "SC—(4 S. Date of Payment Waiver # COSA Application—Apr2025.doc COSA Checklist_May2025 .docx COSA Checklist Legal Description: TIMBER TRAIL TR 1B Parcel ID: 017-101-56 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 5/22/14 Total depth 169 ft Cased to 135 ft Sanitary seal is functioning correctly Wires are properly protected Casing height (above ground) 18+ in. Date of flow test for COSA 6/9/25 Static water level at beginning of test 110 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 1.61 mg/L Nitrate less than MRL (ND) Arsenic ug/L Arsenic less than MRL (ND) Collected by Date 6/5/25 Comments __________________________________________________________________________________ B. TANK DATA Measured operating fluid level in septic tank 49" Date of pumping 6/9/25 Required maintenance completed, if AWWTS Comments: C. LIFT STATION Required maintenance completed Age of lift station years Lift station material Comments: D. DISPOSAL FIELD DATA Which system tested (date installed) 8/11/2014 ALL standpipes present per record drawing Total measured depth from grade 7 ft (max) Measured depth to pipe invert from grade 4.5 ft (min) N/A – pressurized field. Per record drawings, field is insulated. Monitor tubes (MT) go to bottom of effective. (ED) If not, state depth into effective 2 ft 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 6/9/25 Results Pass Fluid depth prior to test 0 in Water added 750 gal New fluid depth 1 in Elapsed time 30 min Final fluid depth 0 in Absorption rate 600 gpd FIELD STATUS – POST RECOVERY Effective depth (per record drawings) 30 in (MOA 2.5’ ED) Effective depth used 6 in (Missing ED + Final Fluid Depth) Effective depth remaining 24 in Comments/Deficiencies: Approximate total measured depths from existing grade. ED per elevation measured shots, visual observations, MOA records & appears approximate with 6” of ED is immeasurable/missing. COSA Checklist_May2025 .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 06/18/2025 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 & 06/18/25