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Home My WebLink AboutELJAY LT 2Onsite File Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 3 ON -SITE WASTEWATER INSPECTION REPORT Permit Number: OSP221390 PID Number: 050-971-06 Dwelling: X Single Family (SF) ❑ with ADU ❑ Duplex (D.) ❑ Two Single Family Project: 9 New ❑ Upgrade Name Skyler Quinn ABSORPTION FIELD ❑■ Deep Trench El Wide Trench El Bed El Mound Site Address 20774 Melody Lane ❑ Other Phone (907)-229-8117 Number of Bedrooms 7 Soil Rating Total depth from original grade 1.2 GPD/SF 9.O Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 3.0 Ft. Gravel depth beneath pipe 6.0 Ft. Subdivision Block Lot Eljay 2 Fill added above original grade 2.3 Ft. Gravel length 73 Ft. Township Range Section Gravel width 3.0 Ft. Beds: Number of Lines N/A Distance between lines N/A Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches 1 Dist. between trenches From Tank Field Tank Line 876 Ftz N/A Ft. Well >100' >100' N/A N/A >25 TANK ❑� Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Greer Capacity 1250 / 1000* Gal. Surface Water >100' >100' N/A N/A Material Plastic Number of compartments 1 Lot Line >5' >10' N/A N/A NA Foundation > 10' > 10' N/A N/A L ATION Manufacturer Capacity Remarks *2 Greer tanks with internal baffles Gal. removed. Alarm location Electri i tailed by Installer PIPE MATERIAL House to tank D3034 Tank to D3034 drainfield Northern Excavation Drainfield D3034 CO/MTD3034 Inspector Luke Tidwell BENCH MARK (Assumed elevation) 100 ft Inspection 15' 11/3/22 11/4/22 Location and description 2�a Top of Flashing @ Point B 3ro 4th ON -SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp '�OF>Ntl Conditional Approval: Date o*: 49TM •*�/ rt�7_'Benja 0 Septic System CE 12592i11er ••�� i • Approved Date j 2 2c9 2aZ �``'r slF ., 12/11/23 ,. •*��, lt`F�PROFESSIOW �� Note: this approval does not include well permit requirements. (Rev uoiuulu) FCO CO - CLEANOUT 2CO - DOUBLE CLEANOUT FCO - FOUNDATION CLEANOUT MH - MANHOLE MT - MONITORING TUBE SV - SEPTIC VENT TH - TEST HOLE GP - GROUNDWATER MONITORING PIPE LEGEND CO1 TH#2 ME L O D Y L A N E PERMIT # OSP221390 PID # 050-971-06 ELJAY LOT 2 A B FCO MH 39.7 SV1 36.3 A B C C 2CO1 35.3 SV2 32.7 SV3 31.1 2CO2 30.3 8.1 16.1 19.5 20.9 25.6 30.3 32.5 1"=50' 7-BDRM HOME WELL MT1 770 100500 FEET Benjamin Schiller CE 12592 R E GISTEREDPROFES S I O N A L E N G INEER Dec 28, 2023 EXISTING COMMON DRIVEWAY TH#1 73' LONG x 6' EFFECTIVE DEPTH ABSORPTION TRENCH 1,250 GALLON SEPTIC TANK (BAFFLE REMOVED) 1,000 GALLON SEPTIC TANK (BAFFLE REMOVED) ALTERNATE SITE >12' AWAY CO2 MT2 775765760 750 755 750 PLAN AS-BUILT D 4.4 D CO1 66.575.6 MT1 66.275.9 CO2 44.3 28.2 MT2 44.1 27.7 2CO2 2CO1 SV3 SV2 SV1 MHGPGP PROFILE AS-BUILT (NO SCALE) 93.7 89.6 94.4 99.5 SV 2 SV 3 PERMIT # OSP221390 050-971-06 ELJAY LOT 2 Benjamin Schiller CE 12592 R E GISTEREDPROFES S I O N A L E N GINEER Dec 28, 2023 1000 GAL SEPTIC TANK 98.0 FINISH GRADE 73' DRAINFIELD ROCK MT 1 TH # 1 NO GROUNDWATER 9/9/20 86.7 92.7 CO 1 CO 1 80.7 86.7 92.7 95.7 ORIGINAL GRADE MT 1 2C O 2 93.5 94.0 89.1 94.7 100.3 FC O MH SV 1 2C O 1 93.8 1250 GAL SEPTIC TANK Certified Drilling Log OWNER OF LAND: Michael Quinn Construction ADDRESS: LEGAL DESCRIPTION ELJAY LT 2 DATE: 8/17/23 PERMIT NUMBER: OSP221390 DATE OF ISSUE: 10/11/22 TAX IDENTIFICATION NUMBER 05097106000 Is well located at approved permit location: Yes No Method of Drilling: air rotary cable tool Depth of Well: 304’ Casing Type: Steel Wall thickness .250 inches Diameter: 6 inches, depth 304 feet Liner type Static Water Level: 217 feet Recovery Rate 12 gpm gph Method of Testing Air Well Intake Opening Type: open end open hole Screened Start feet Stopped Perforations Start feet Stopped Grout Type: Bentointe Volume: 50 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 76 Tight and silty sand and gravel 76 80 Silty and sand 80 82 Tight silty sand and gravel 82 86 Sandy gravel water 5 GPM 86 92 Silt and sand with gravel 92 142 Tight silty sand and gravel 142 169 Loose sand and gravel 169 190 Silty sand and gravel 190 208 Silt and sand 208 296 Silty sand and gravel with clay 296 304 Sand and gravel water 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. HOUSE DETAIL Scale: 1" = 30' r a n a.a CANT o a NOTE: DUE TO SNOW & ICE COVER, SOME SURFACE LEVEL FEATURES ARE APPROXIMATE. 1 30.0' I I�I 3C 1 M 0 v Z rn I nA PLOT PLAN AS BUILT X SCALE 1 = 40' GRID SW 0057 Project No. 22-522/A3 1150 DarylAvenue,Anchorage, Alaska 99515-3049 Lang & Associates, inc. 22- Phone (907) 522-4625 Fax Professional Land Surveyors kenolongsurvey.com d , OF A jonathanOlongsurvey.com I hereby certify that I have surveyed the following described properly: Q0� LOT 2. EWAY SUBDIVISION (PLAT No. 2017-8) 49TH•� �� Alaska, and that the Improvements situated thereon are Anchorage Recording District, p within the properly lines and do not encroach onto the property adjacent thereto, that no Improvements on the properly lying adjacent thereto encroach on the surveyed 04"s;� :"KENNE7H. .... �G promises and that there are no roadways, transmission lines or other visible c, easements on sold property except as indicated hereon. ��' 520 '• � O Dated this the Day of 7 � 4^r kz' , *> at Anchorage, Alaska ,o • • •.. �n 4Sslowx%- &g It is the responsibility of the owner to determine the existence of any easements.-"v0�0oc covenants, or restrictions which do not appear on the recorded subdivision plot. AECC963 Lot 1 57'58'E 270.26' SEPTIC N MANHOLE SEPTIC 62.4' Lot 2 40,045 s.f. ��/ SEE HOUSE DETAIL SEPTIC-/ I ot 3 ` \ i 1 75.0' \ ao, Lot 5 ~ 1 ` � SHARED ACCESS AGREEMENT m Lot 3 —DOCUMENT 2022-041163-0 / Lot 4 i Lot 5 ` Prepared by Lang & Associates, inc. Professional"J_ nc Surveyors 11500 Daryl Avenue Anchorage, Alaska 99515-3049 (907) 522-6476 (907) 522-4625 Fax kenOlongsurvey.com jonathanOiangsurvey.co 0 � -4 Pump Installation Log Arctic Pump & Well Inc . Jim Sullivan PO Box 770197 Eagle River, AK 99577 (907) 688 -2510 (907) 243 -2282 jim@arcticpump.com OSP221390 05097106000 10/11/2022 Eljay L2 2 Quinn Construction PO BX 772641 Eagle River AK 99577 9/20/2023 293 Feet Franklin 10SDQP-1.5HP-3RC 1.5 HP 13 Feet ss Well Drilling Permit Number: Parcel Identification Number: Date Of Issue: Legal Description Lot: Block: Property Owner Name Address: Pump Installaion Date: Pump Intake Depth Below Top of Well Casing: Pump Manufacturer's Name Pump Model: Pump Size: Pitless Adapter Burial Depth: Pitless Adapter Manufacturer's Name Pitless Adapter Installer: Well Disinfected Upon Completion? Method of Disinfection: u/k Yes Chlorine Comments: Pump Installer Name: Arctic Pump & Well, Inc. 5Y Friday, September 22, 2023 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 hftp://www.muni.org/onsite On -Site Water & Wastewater System Permit Permit Number: OSP221390 Work Type: WellSeptic Initial Tax Code Number: 05097106000 Site Legal Address: ELJAY LT 2 G:0057 Site Mailing Address: Owner: MICHAEL QUINN Design Engineer: FORGE ENGINEERING This permit is for the construction of: Effective Date Expiration Date: Lot Size in Sq Ft: Total Bedrooms: tncnt S 0 a i Department 10/11/2022 10/11/2023 40045 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 Veronica Pope kl�2022.10.11 Received By: 09:12:39 -08'00' Issued By: Date: Date: i 0 1 Z o 22. 7 MUNICIPALITY OF ANCHORAGE 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. 050-971-06 Property owner(s) Skyler E. Quinn Mailing address 18548 Outlook Cir, Eagle River, AK 99577 Site address NHN Melody Ln Day phone 229-8117 Legal description (Sub'd., Block & Lot) Eljay Lot 2 Legal description (Township, Range & Section) Lot Size 40,045 Sq. Ft. Number of Bedrooms 7 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (M all that apply) Absorption Field ❑X Initial ❑X Single Family (SF) ❑X Septic Tank ❑X Upgrade El(w/wo ADU) (D) ❑ Holding Tank ElRenewal ElDuplex Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑X Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / 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) Permit/Rush Fees: 'l?,26, 40, Waiver Fees: Date of Payment: q 1,26 L�2 0_ Date of Payment: Receipt Number: 6 s 2Z 9 $L Receipt Number: Permit No. 65 Pga-1396 Waiver No. Permit App_.:- ; September 24, 2022 MOA Development Services, On-Site Water & Wastewater Program 4700 Elmore Rd Anchorage, AK 99507 Subject: Eljay Sub, Lot 2 – NHN Melody Ln Septic system design Dear On-Site Services Engineer: The owner of the above lot intends to build a 7-bedroom home on the property, so we are submitting this permit application for the construction of a new well and septic system. The attached site plan identifies the location of the home as well as the proposed well, septic location and alternate site. No conflicts exist between this proposed system and any other well or septic system, whether on this lot or adjacent lots. The ground surface on the lot slopes moderately up from Melody Lane toward the back of the lot, but is flatter in the front. It is in that flatter area that the new septic system is located. Contours are shown on the site plan showing the grade and direction of flow. Stormwater drainage will not impact this septic system. The new trench will be constructed parallel to the slope as much as possible. Due to the size of this system, instead of one large (2,500-gallon) septic tank, we are proposing two tanks with their baffles removed- a 1,250-gallon tank followed by a 1,000-gallon tank. This will provide the needed residence time in each tank before outflowing to the field. Wells on this and adjacent lots are shown. The new system will be a minimum of 100’ from all wells and surface water, and more than 5’ away from the septic tank. The alternate site is located more than 12’ away. Please refer to the attached test hole logs, plan and profile pages for the septic design. If this design is followed, there will be no adverse impacts to adjacent properties. Sincerely, Benjamin Schiller, PE Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221390, Curtis Townsend, 10/11/22 ELJAY, LOT 2 DESIGN FACTORS:SYSTEM REQUIREMENTS: 1050 GPD PEAK FLOW PERK RATE: 1-5 MIN/IN APPLICATION RATE: 1.2 GPD/SF 6.0' DEEP TRENCH SYSTEM 1,250-GAL SEPTIC TANK WITH 1,000-GAL SEPTIC TANK (BAFFLES REMOVED) TYPICAL TRENCH SECTION (NO SCALE) 4" PERFORATED PVC (HOLES DOWN) DRAINFIELD ROCK 3' 6" 3' 6' NOTES: 1. GRADE AREA OVER TRENCH TO DRAIN AWAY 2. PROVIDE 3' OF COVER OVER TRENCHES AND 4' OVER SEPTIC TANK, OR 2' WITH 2" OF INSULATION 3. CHECK GROUNDWATER AT TIME OF CONSTRUCTION. IF LEVEL IS HIGHER THAN PREVIOUSLY OBSERVED, CALL ENGINEER IMMEDIATELY BOTTOM OF TRENCH: 9.0' BELOW GRADE FLOW LINE ELEVATION: 3.0' BELOW GRADE TOP OF TRENCH: 0.5' ABOVE GRADE 1050 GPD / 1.2 GPD/SF / 6' DEEP / 2 SIDES = 72.9 LF TRENCH REQUIRED (73 LF SPECIFIED) Benjamin Schiller CE 12592R EGISTEREDPROFESSIONA LENGINEERSep 24, 2022 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221390, Curtis Townsend, 10/11/22 LEGAL DESCRIPTION: PERFORMED FOR: DATE: PARCEL ID#: SOILS LOG AND PERCOLATION TEST TECHNICIAN: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 DEPTH (feet) PROJECT No.: TEST HOLE 1 SLOPE SLOPE SITE PLAN DATE READING GROSS TIME (minutes) NET TIME (minutes) DEPTH to WATER NET DROP PERC. HOLE DIA. (INCHES)PERCOLATION RATE: (MIN/INCH) TEST RUN BETWEEN: FT. and FT. COMMENTS: (inches)(inches) ELJAY, LOT 2 8/31/20 M. JAKUBISIN DATE OF MONITORING: WAS GROUND WATER ENCOUNTERED? DEPTH TO WATER AFTER MONITORING: IF YES @ WHAT DEPTH?- 1.2 6 3 4 050-971-06 Michael Quinn Construction 9:33 8/31 1 2 3 4 5 6 0 0 16 / 6 0 16 9:35 9:40 9:46 9:53 10:01 OB Professional Engineers Stamp: 2:15 NO NONE 9/9/20 GM (SILTY SANDY GRAVEL) 3:30 4:56 6:28 6:46 6:49 0 0 16 / 6 0 16 0 0 16 / 6 0 16 0 0 16 / 6 0 16 0 0 16 / 6 0 16 0 0 16 / 6 0 16 6 0 16 6 0 16 6 0 16 6 0 16 6 0 16 6 0 16 Benjamin Schiller CE 12592R EGISTEREDPROFE S S I O N ALENGINEE R9/24/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221390, Curtis Townsend, 10/11/22 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 Parcel I.D. 050-971-06 / o Z- Ll Expiration Date: 3 Legal description ELJAY LT 2 Site address 20774 MELODY LN Eagle River AK 99577 Current property owner(s) MICHAEL QUINN CONTRUCTION INC X The On -site system(s) is/are approved for 7 bedrooms Conditional approval for Comments or advisories: bedrooms, with the following stipulations: By: Original Certificate Date: Z y 2, Z 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 Approval_June 2022 on 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. 050-971-06 Complete legal description Eljay Lot 2 Location (site address) 20774 Melody Lane, Eagle River, AK 99577 Current property owner(s) Michael Quinn Construction Day phone (907) 229-8117 2. ON -SITE SYSTEMS SIZED FOR 7 BEDROOMS 3. TYPE OF WATER SUPPLY: ❑E 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 X Plastic ❑ Concrete ❑ Fiberglass Age l yr - 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 0 Waiver Fee $ Date of Payment COSA # 05G231 yg6 Date of Payment Waiver # COSA Application —June 2022 Legal Description: ELJAY LOT 2 Parcel ID: 050-971-06 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 8/17/23 Total depth 304 ft Cased to 304 ft ❑ Sanitary seal is functioning correctly ❑ Wires are properly protected Casing height (above ground) >18 in. Date of flow test for COSA New Static water level at beginning of test 217 ft. Comments B. TANK DATA Measured operating fluid level in septic tank N/A Date of pumping NEW ❑ Required maintenance completed, if AWWTS Comments: D. ABSORPTION FIELD DATA Which system tested (date installed) 11/3/22 ❑ ALL standpipes present per record drawing Total measured depth from grade 11.3 ft (max) Measured depth to pipe invert from grade 5•3 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 N/A gallons N/A date Any rejuvenation treatment (past 12 months) N/A If yes, enter date Comments/Deficiencies: COSA Checklist June 2022 Well production at time of test 12 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 Forge Engineering Date 12/13/23 & 12/18/23 C. LIFT STATION Lis ired maintenance completed Age of lift station years Lift station material Comments: Adequacy test date NEW esults � Pass Fluid de h prior to test in Water adde gal New fluid depth in Elapsed time m Final fluid depth in Absorption rate > gpd \ FIELD STATUS — POST RECOVERY Effective depth (per record drawings) 72 in Effective depth used 0 in Effective depth remaining 72 in E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) Septic Tank/Lift Station on Lot > 100' Community Sewer Manhole/Cleanout > 100' ❑ Yes if No ft ❑ Yes if No ft Neighboring Tank > 100' ❑ Yes if No ft Private Sewer/Septic Line > 25' X Yes if No ft Absorption Field on Lot > 100' ❑ Yes if No ft Holding Tank > 100' ❑ Yes if No ft Neighboring Absorption Fields > 100' Animal Containment > 50' RM Yes if No ft ❑ Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' IRE Yes if No ftRN Yes if No ft ❑ N/A — Served by Community Well (not on lot) or Public Water From Septic/Holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10' ❑ Yes if No ft Surface Water > 100' ❑ Yes if No ft Tank to Property Line > 5' no Yes if No ft Wells on Adjacent Lots: Field to Property Line > 10' ❑ Yes if No ft Private Wells > 100' ❑ Yes if No ft Water Main > 10' On Yes if No ft Community Wells > 200' ❑ Yes if No ft Water Service Line > 10' ❑ Yes if No ft If tank or field is under driveway comment below F. ENGINEER'S COMMENTS 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 Forge Engineering Phone (907) 522-7773 Engineer's Printed Name Benjamin Schiller, P.E. Date 12/20/2023 COSA Checklist —June 2022 _40� OFIkk .- : 4� TH • • . . . Benja ' , chiller I�?I& .. CE 12592 �>i ROFESSION�