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Home My WebLink AboutSKYLINE VIEW #1 BLK 1 LT 2Skyline View #1 Block 1 Lot 2 #051- 191- 17 Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page I of 1 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP241124 PID Number: 051-191-17 Dwelling: 0 Single Family (SF) ❑ with ADU F Duplex (D) 0 Two Single Family Project: F New FOR Upgrade Name Larry Radspinner ABSORPTION FIELD FS Deep Trench El Wide Trench F Bed F Mound Site Address 19122 Dogwood Rd., Chugiak E] Other Phone Number of Bedrooms Soil Rating depth from original grade 907-229-5954 15 1.2 GPD/SF JTotal T1: 14.3, T2: 14.3 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade T1: 9.3, T2: 9.3 Ft. Gravel depth beneath pipe T1: 5, T2 5 Ft, Subdivision Block Lot Skyline View #1 1 2 Fill added above original grade T1: 0.2, T2: 0.2 Ft. Gravel length T1:32+,T2:32+ Ft. Township Range Section Gravel width 3 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic 1 Absorption Holding sewer Lift Station i Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line640+ Ft 2 10 10+ Ft. Well 100+ 100+1 25+ TANK X Septic 0 S.T,E.P. E) Holding n Other Manufacturer / Type Greer/ Deep Bury Capacity 1500 Gal. Surface Water 100+1 100+ Material Poly Number of compartments 2 Lot Line 5+ i 10+ NA Foundation 10+ 10+ 1 LIFT STATION Manufacturer Capacity Gal. Remarks Alarm location Electrical installed by PIPE MATERIAL House to tank 3034 drainfield Tank to 3034, Installer Martin Construction Company Drainfield 3034 CO/MT 3034 Inspector Crewdson Engineering, LLC BENCH MARK (Assumed elevation) 100 ft Inspection ist 6-22-2024 7-2-2024 dates: Location and description -- - ____ - __ 2rA . I - Top of slab at "BM" on record drawing 3ld7-2-2024 4" 7-8-2024 ON-SITE WATER AND WASTEWATER SECTION APPROVAL OF A4.VJ-\11 Conditional Approval: Date 0.01 .. .. . .. ............. 0 Crewdson/O ame .- Septic System %011527 Approved Date/J3�Z��- Note: this approval dW6s not include well permit requirements, FES (Rev 05102118) �2.ot Crib lid and surrounding es: drainrock removed. Crib 1SEPTIC TANK: Deep Bury Greer Poly 1500 interior and exterior both DRAINFIELD: (2) SED x 3'W x 32+'L filled with native soil. 3. TH1 deepended to 20.5' BGL D1 4. ST + O M1 S1 M ° a °. 1 a . ,ol TH1 SP C3 a °: d . E) DRAINFIELD �/ M3 A loe o a BM i p a SWING TIES (feet) D1 MH S1 D2 SP C1 M1 C2 M2 C3 M3 C4 M4 A 17.1 20.4 24.1 25.8 27.5 52.0 53.3 78.8 77.6 26.9 27.7 56.4 55.7 B 91.7 71.2 66.0 63.7 61.5 45.5 44.8 21.21 20.91 60.4 58.9 28.8 30.2 BM TOS CLCV T1 ASSUMED EG 99.2' EG 98.9' ELEV 100' FG 99.4' FG 99.1' T2 TH1 EG 98.7' ELEV: EG 98.8' MH S1 DIC CO MT FG 98.9' (INLET OUTLET / TD GP PROFILE NOT TO SCALE SEPTIC TANK ELEV TOT 90.7' SP INLET INV 90.1' OUTLET INV 89.9' DRAINFIELD ELEV T1 T2 INV 89.6' INV 89.4' TD 84.6' TD 84.4' BOH: 20.5' BGL ELEV: 78.3' Crewdson Engineering, LLC Skyline View #1, Block 1, Lot 2 Septic System RECORD DRAWING Prepared for: Civil Engineering Larry Radspinner Date: 8-13-2024 PO Box 671389 Chug iak AK 99567 • cellc.1@outlook.com Permit: OSP241124 Page: 1 of 1 Cell/Text:907-280-9493 • Fax:907-688-2295 ALL INFORMATION SHOWN ON THIS DOCUMENT IS THE PROPERTY OF CREWDSON ENGINEERING, LLC AND SHALL NOT BE USED FOR ENGINEERING OR CONSTRUCTION PURPOSES WITHOUT WRITTEN PERMISSION FROM CREWDSON ENGINEERING, LLC LEGEND BGL - below ground level BM - bench mark BOH - bottom of hole BR - bedroom C# - cleanout D# - double cleanout EG - existing ground ELEV - elevation FG - finish grade INV - pipe invert M# - monitor tube MH - 24"0 manhole S# - septic tank cleanout SP - 50/50 flow splitter SFH - single family home ST - septic tank T# - trench TH# - soils testhole TD - total depth TOS - top of slab TOT - top of tank OF Al�qs�-ll !..• 91 a es . Crewdson • • C1 1527 11 F�PROFESSO* NP�� ALLC #112279 ° B d 4 ° a SWING TIES (feet) D1 MH S1 D2 SP C1 M1 C2 M2 C3 M3 C4 M4 A 17.1 20.4 24.1 25.8 27.5 52.0 53.3 78.8 77.6 26.9 27.7 56.4 55.7 B 91.7 71.2 66.0 63.7 61.5 45.5 44.8 21.21 20.91 60.4 58.9 28.8 30.2 BM TOS CLCV T1 ASSUMED EG 99.2' EG 98.9' ELEV 100' FG 99.4' FG 99.1' T2 TH1 EG 98.7' ELEV: EG 98.8' MH S1 DIC CO MT FG 98.9' (INLET OUTLET / TD GP PROFILE NOT TO SCALE SEPTIC TANK ELEV TOT 90.7' SP INLET INV 90.1' OUTLET INV 89.9' DRAINFIELD ELEV T1 T2 INV 89.6' INV 89.4' TD 84.6' TD 84.4' BOH: 20.5' BGL ELEV: 78.3' Crewdson Engineering, LLC Skyline View #1, Block 1, Lot 2 Septic System RECORD DRAWING Prepared for: Civil Engineering Larry Radspinner Date: 8-13-2024 PO Box 671389 Chug iak AK 99567 • cellc.1@outlook.com Permit: OSP241124 Page: 1 of 1 Cell/Text:907-280-9493 • Fax:907-688-2295 ALL INFORMATION SHOWN ON THIS DOCUMENT IS THE PROPERTY OF CREWDSON ENGINEERING, LLC AND SHALL NOT BE USED FOR ENGINEERING OR CONSTRUCTION PURPOSES WITHOUT WRITTEN PERMISSION FROM CREWDSON ENGINEERING, LLC LEGEND BGL - below ground level BM - bench mark BOH - bottom of hole BR - bedroom C# - cleanout D# - double cleanout EG - existing ground ELEV - elevation FG - finish grade INV - pipe invert M# - monitor tube MH - 24"0 manhole S# - septic tank cleanout SP - 50/50 flow splitter SFH - single family home ST - septic tank T# - trench TH# - soils testhole TD - total depth TOS - top of slab TOT - top of tank OF Al�qs�-ll !..• 91 a es . Crewdson • • C1 1527 11 F�PROFESSO* NP�� ALLC #112279 Tract A-1 f Tract A-2 f f Lot 1 O Q O PLOT PLAN ___ AS BUILT x SCALE —1" 30' GRID NW 11590 Pro] No J24 -058/R2 P.O. Box 210005 Lang & Associates, inc. Anchorage, Alaska 99521-0005 0000Op (907) 522-6476 0 Professional Land Surveyors kenOlongsurvey.com F goopoo jonathanOlangsurvey.com X40 S Q I hereby certify that I have surveyed the following described property: LOT 2, BLOCK 1, SKYLINE VIEW SUBDIVISION — FIRST ADDITION (PLAT No. 69-41) Anchorage Recording District, Alaska, and that the improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the surveyed premises and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. Dated this the 121 ' Day of _ V L! 1 �47at Anchorage, Alaska It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. � • 4 ..... .. ..... H .. .......... LANG o Q �.p f s 9944 i.- p0 V44� ARGFfSSIONA� �kO � State of Alaska AECC963 Depth (Feet) 1- 2- 3- 4- 5- 6- 7- 8- 9- 10- 11- 12- 13- 14- 19- 20- FT AND FT I Performed For: Legal Description: 15- 16- PERC HOLE DIAMETER Date Gross Time Slope Site Plan PERCOLATION RATE (minutes/inch) Net Time Depth to Water Net DropReading COMMENTS TEST RUN BETWEEN 17- 18- PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: CERTIFY THAT THIS TEST WASPERFORMED BY: (907)343-7904 Soils Log - Percolation Test Township, Range, Section: WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? S L O P E Date: Depth to Water After Monitoring? Date Performed: Municipality of Anchorage Development Services Department On-Site Water and Wastewater Section 4700 Elmore St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite 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: OSP241124 Work Type: Septic Upgrade Tax Code Number: 05119117000 Site Legal Address: SKYLINE VIEW #1 BLK 1 LT 2 G:1159 Site Mailing Address: 19122 DOGWOOD RD, Chugiak Owner: RADSPINNER LARRY D Design Engineer: CREWDSON ENGINEERING, LLC This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Effective Date: Expiration Date Lot Size in Sq Ft: Total Bedrooms: 6/6/2024 6/6/2025 130500 ❑ 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 Reeefv : T .SSUe9 +u c._- rewAsoh Date: Issued By: Date: Date: i G� RAI Development Services Departmem Phone-. 907-343-7904 On -Site vhater w i/'�fastewater Section Fa,: 907-343-7997 ON-SITE SEPTICMIELL PERMIT APPLICATION Parcel I.D. 051-191-17 Property owner(s) Larry Radspinner Mailing address PO Box 671354, Chugiak, AK, 99567 Site address 19122 Bogwood Rd, Chugiak Day phone 907-2295954 Legal description (Sub'd., Block & Lot) Skyline View #1, Block 1, Lot 2 Legal description (Township, Range & Section) Lot Size 130,500 Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (N all that apply) Absorption Field Fx_1 Initial ❑ Single Family (SF) R (w/wo ADU) Septic Tank El Upgrade 0 Duplex (D) ❑ Holding Tank ElRenewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify 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) C Permit/Rush Fees: �, Waiver Fees: Date of Payment: ��/�Zz/ Date of Payment: Receipt Number: C)G74/ 7G Receipt Number: Permit No. . SC: 7, �-/ i (Z Waiver No. &0evelopment Services\Building Safety\On Site Water and WastewaterForms\Client Forms\Permit Application.doc James Jay Crewdson, P.E. Email: CELLC.1@outlook.com Cell/Text: (907) 280‐9493 Fax: (907) 688‐2295 PO Box 671389 ● 18368 Amonson Road ● Chugiak, Alaska 99567 June 4, 2024 Onsite Reviewer Municipality of Anchorage On‐site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99519‐6650 Reference: Skyline View #1, Block 1, Lot 2 Septic System Upgrade Design Narrative The subject property is being prepared for sale, which includes upgrading the undocumented failed septic system to be in accordance with the code. The proposed 5‐bedroom septic system will use conventional treatment. There are no anticipated probable adverse impacts to adjacent properties if the septic system is constructed as designed. This includes: a. Wells; b. Wastewater disposal systems; c. Replacement disposal sites; and d. Drainage flowing onto and off of the subject property that could adversely affect performance of the wastewater disposal system. Please feel free to contact me if you have any questions. James Jay Crewdson, P.E. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241124, Deb Wockenfuss, 06/06/24 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241124, Deb Wockenfuss, 06/06/24 Depth (Feet) 1- 2- 3- 4- 5- 6- 7- 8- 9- 10- 11- 12- 13- 14- 19- 20- FT AND FT I Performed For: Legal Description: 15- 16- PERC HOLE DIAMETER Date Gross Time Slope Site Plan PERCOLATION RATE (minutes/inch) Net Time Depth to Water Net DropReading COMMENTS TEST RUN BETWEEN 17- 18- PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: CERTIFY THAT THIS TEST WASPERFORMED BY: (907)343-7904 Soils Log - Percolation Test Township, Range, Section: WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? S L O P E Date: Depth to Water After Monitoring? Date Performed: Municipality of Anchorage Development Services Department On-Site Water and Wastewater Section 4700 Elmore St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241124, Deb Wockenfuss, 06/06/24 Tract A-1 Tract A-2 PLOT PLAN AS BUILT _X_ SCALE 1 " 30' _ GRID _ NW 1 159 Project No. J24-05 f j P.O. Box 210005 Lang & Associates, inc. Anchorage, Alaska 99521-0005 Qopp��4 Professional Land Surveyors (907) 592-64y6 V kenOlansurve com a OF ACkh o J jonathanOlangsurvey.com I hereby certify that I have surveyed the following described property: LOT 2, BLOCK 1, SKYLINE VIEW SUBDIVISION — FIRST ADDITION (PLAT No. 69-41) Anchorage Recording District, Alaska, and that the improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that no improvements on the property lying adjacent thereto encroach on the surveyed premises and that there are no roadways, transmission lines or other visible easements on said property except as indicated hereon. [� G Dated this the Day of _ 2' Z �, at Anchorage, Alaska It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. JO ATHAN LANG o� i o4-k�Fo .LS-9944��Jp I0NAk- State of Alaska AECC963 Certificate of On -Site Systems Approval Parcel I.D. 051-191-17 Legal description SKYLINE VIEW #1 BLK 1 LT 2 Site address 19122 DOGWOOD RD Current property owner(s) RADSPINNER LARRY D Expiration Date: 5/23/2025 X The On-site system(s) is/are approved for 5 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or advisories: By: lith Original Certificate Date: 7/13/2024 This Certificate of On -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 Services 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 COSA ApprovaIjune 2022 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. 051-191-17 Complete legal description Skyline View #1, Block 1, Lot 2 Location (site address) 19122 Dogwood Rd., Chugiak Current property owner(s) Larry Radspinner 2. ON-SITE SYSTEMS SIZED FOR 5 BEDROOMS Day phone 907-229-5954 3. TYPE OF WATER SUPPLY: FN� 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: 0 Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: ❑ Steel Q Plastic ❑ Concrete ❑ Fiberglass Age o months - 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 $ 2 -SO Waiver Fee $ Date of Payment _72 A 1-1 Date of Payment COSA # 05 G 2 `-1 I'L 56 Waiver # COSA Application—June 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: Skyline View #1, Block 1, Lot 2 051-191-17 1 4+ **0 *■ 1.08 24+ 5/23/2024 Crewdson Engineering 90 5/23/2024 *Well log could not be found at MOA-Onsite or ADNR websites. * * *New tank installed July 2024. July 2024 14.5 9.5 * 60 0* *New drainfield was not adequacy tested. 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. Name of Firm Phone Engineer’s Printed Name Date 907-280-9493 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■