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Home My WebLink AboutTERI TR A3 TERI Tract A3 #050-751-08 Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 1 ON -SITE WASTEWATER INSPECTION REPORT Permit Number: OSP231251 PID Number: 050-751-08 Dwelling: F0 Single Family (SF) Fj with ADU R Duplex (D) R Two Single Family Project: RN New R Upgrade Name David & Pamela Kelley ABSORPTION FIELD RN Deep Trench R Wide Trench El Bed F] Mound Site Address 4386 Blythe Way, Eagle River El Other Phone Number of Bedrooms Soil Rating Total depth from original grade 907-250-8085 14 1.2 GPD/SFI 12.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 7.0 Ft. Gravel depth beneath pipe 5. 0 Ft. Subdivision Block Lot Teri Tract A3 Fill added above original grade -0.2 Ft. Gravel length 50 Ft. Township Range Section Gravel width 3 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 500 FF 1 Ft. Well 100'+ 100'+ 25'+ TANK H Septic El S.T.E.P. El Holding [I Other Manufacturer Greer Capacity 1250 Gal. Surface Water 100'+ 100'+ Material P01Y Number of compartments Lot Line 5'+ 10'+ NA Foundation 10'+ 10'+ LIFT STATION Manufacturer Capacity Remarks Gal. Alarm location Electrical installed by PIPE MATERIAL House to tank 3034 drainfield Tankto 3034 Installer Martin Construction Drainfield 3034 CO/MT3034 Inspector Crewdson Engineering BENCH MARK (Assumed elevation) 100 ft Inspectes:tion ist 9-21-23 2nd 9-21-23 da Location and description 3-d 4111 9-31-23 9-26-23 Bottom of siding at "BM" on record drawing 1 ON -SITE WATER AND WASTEWATER SECTION APPROVAL SOFA Aj Conditional Approval: Date ... ........ e - Crev,vdson Septic System 011527 Approved Date 143/z 6 ilk "Ro Note: this approval does not include sskoe well permit requirements. (Kev uwuzi its) _ o�D C 1 O M 1 TH1e 300/0 DRAINFIEL 1 5'ED X TW x 501, TD 12' TH2� 320/0 M2 SEPTIC TANK GREER POLY 1250 BM: BOTTOM OF SIDING ASSUMED ELEV 100' EG 99.9' MH FG 99.5' CO MT —I n S 1 „n n SEPTIC TANK ELEV TOT 95.4' INLET INV 94.8' OUTLET INV 94.6' INV 85.V TD 80.1' PLAN SCALE:1"=20' 'H'''\\ - n FC / % BM 4BR SFH PROFILE NOT TO SCALE ELEV TH1 TH2 EG 92.1' ELEV: ELEV: FG 92.3' EG 92.1' EG 92,1' SP SP BOH: 18' BGL BOH: 18' BGL ELEV:74.1' ELEV:74.1' Crewdson Engineering, LLC I Terri, Tract A3 Civil & Environmental Engineming PO Box 671389 Chugiak AK 99567 • ce1lc.1@outk CelUText:907-280-9493 • Fax:907-688-2295 SWING TIES (feet)_ FC 18.1 10.9 MH 2O.1 23.8 S1 21.0 28.7 DC 22.0 31.4 C1 79.8 56.1 C2 19.6 47.8 M1 48.5 54.9 M2 20.4 1 48.3 LEGEND BM - bench mark BR - bedroom C# - cleanout ED - effective depth EG - existing ground ELEV - elevation FC - foundation cleanout FIG - finish grade IAW - in accordance with INV - invert MH - 24"0 manhole M# - monitor tube SFH - single family home TOT - top of tank NOTES 1. The top of standpipes C1, M1, and M2 are apparently not perfectly plumb and are shown on the Asbuilt Survey in a slightly different location than the location of the bottom of the standpipes. Both locations are shown on the Record Drawing, with the ones referencing the Asbuilt Survey shown in a finer less bold line type, which were used for the swing tie dimensions since they're what's seen at the ground surface. Prepared for: David &Pamela Kelley Date: 4-17-2026 Permit: OSP231251 Page: 1 of 1 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 .,,, OF . Crevrdson , �'tr 011527 , ,: 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 (907) 343-7904 Soils Log - Percolation Test Performed For: David Kelley Legal Description: Teri, Tract A3 In d EU-1 RADIZA Depth (Feet) 1- OG —Design 2 and —Record 3- Drawings 4- SP with Silt 5- 6- 7- 8- WAS GROUND WATER 9- ENCOUNTERED? No — s 10- SP with Silt and Gravel IF YES, AT WHAT DEPTH? L Depth to Water After 0P 11- Monitoring? Dry E 12- Date: 9-31-2023 13- 14- 15- 16- 17- 18- — BOH 19- 20- F Aj� ITH ... 417 .;H,. yY 0�Jar-A. Crewd-s—on- Cl 15227 ROFESS Date Performed: 9-21-2023 Site Plan and Record Drawings See Design and Record Drawinas PERCOLATION RATE �3.0 (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN 6 FT AND 7 FT COMMENTS PERFORMED BY: Crewdson Engineering i James Crewdson CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 9-21-2023 STATE OF ALASKA 80358 DEPARTMENT OF NATURAL RESOURCES DIVISION OF MINING, LAND & WATER Alaska Hydrologic Survey WATER WELL LOG I E;,A0 8 10 Drilling Started: 8 / 13 / 2021 Com leted: 8 / 14 / 2021 Pump Install: City/Borough Subdivision Block Lot Property Owner Name & Address Martin Construction AK, Municipality of Anchorage Teri A3 Well location: Latitude 61.2598648 Longitude-149.294586 Meridian S Township 014N Range 001E Section 33 NW 1/4 of NE 1/4 of NW 1/4 of SW 1/4 BOREHOLE DATA: (from ground surface) Drilling method: • it rotary,' .able tool,]Other Suggest T.M. Hanna's hydrogeologic classification system* Well use:nPublic supply, Domestic, rlReinjection,[]Hydrofracking https://my.ngwa.om/NC Product?id=a185000000BYub3AAD Depth ElCommercial,E]Observation/Monitoring, f"lTest/Exploratory,[]Cooling, From To Irrigation/Agriculture,[jGrounding,nRecharge/Aquifer Storage, Casing stick up 0 3 ri Heating,[]Geothermal Exploration,[]Other Clay - gravel - cobbles 3 43 Fluids used: Silty gravel - boulders 43 105 Depth of hole: 285 ft Casing stickup: 3 ft Bedrock - black 105 130 Casing type: A53B Steel Casing thickness: .25 inches Casing diameter: inches Casing depth: 115 ft Bedrock - brown 130 164 Liner type: Depth: ft Diameter: inches Bedrock - black 164 285 Note: Well intake opening type: M Open end, pen hole,, Other open hole Screen type: , Screen mesh size: Screen start: ft, Screen stop: ft, PerforatedElYes R No Perforation description: Perf from: ft, Perf to: ft, Perf from: ft, Perf to: ft Gravel packed[]Yes S No Gravel start: ft , Gravel stop: ft Note: Static water (from top of casing): 165 ft on 8 / 14 / 2021 Artesian wellEl Pumping level & yield: feet after 1 hours at 15 gpm Method of testing: Development method: Air Duration: 1 hour Recovery rate: gpm Grout type: Bentonite Volume 5 bags Depth: From ft, To ft Include description or sketch of well location (include road names, Final pump intake depth: ft Model: buildings, etc.): Pump size: hp Brand name: Was well disinfected upon completion? • Yes n No Method of disinfection: Chlorine tabs Was water quality tested?ryes M. Water quality parameters tested: Well driller name: William.eean..........................I.......... ........................... Company name: .E AND, D WATER.WELLS... ........................................................ Mailing address: 3530 W. Spence.lane..................................................... N fi City: Wasilla State: AK Zip: 99623 Phone number: 90( 07 ) 373 _ 1598 AS 41.08.020(b)(4) and AAC 11 AAC 93.140(a) require that a Driller's signature: copy of the well log be submitted to the Department of Natural Resources within 45 days of well completion. Well logs may Date: / be submitted using the online well log reporting system available at: Anchorage Municipal Code 15.55.060(1) and North Pole Ordinance 13.32.030(D) require that a copy of this well log be submitted to the Development Services Department/City https://dnr.alaska.gov/welts/ within 30 days of well completion. OR email electronic well logs to City Permit Number: Date of Issue: dnr.water.reports(a)_alaska.gov Parcel Identification Number: *Guide for Using the Hydrogeologic Classification System for Logging Water Well Boreholes by Thomas M. Hanna NGWA Press Borehole Data: - Depth Sail Type, Thickness & Water Strata From Tn — -"MAF.V . aR,ss: - Araenic: Nitrates: Total Wiform Bacteria: Comer Bacteria: Method of Drilling [3 air rotary ❑ cable tool Casing type: s 'P- e' e - Wal1 Thickness: .riches Diameter: , inches Depth:. '' feet Liner Type: Diameter: inches Depth: _.%t Casing stkkup above ground: _._. feet Static water morel (from ground level): Pumping bveI; —feet after —Z-- hours pumping opm P-Mvery Rate:_ gpm Method of Testing: Well tape C1pen9 Type: C] Open End Q Open Hole El Screened Start feet Stopped feet ❑ Perforations Start feat Stopped feet rout �: r olume De the S feet Sto t Pump: Intake Depth feet Pump sire hp Brand Name Well Disinfected iipon Completion? Q"xts�} No Method of Disinfection: �i�v � - �� 57 Comments: Well Driller: All Eon: The well driller shall provide a well log to D D within 30 daps of completion. ug/L mg(L m c0loniesl100mL coUloomL 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 SWosp231251 050751080000 9/7/2023 Teri Tr A 3 Dave Kelley Eagle River AK 99577 9/11/2023 264 Feet 15SDQP-1.5HP-3RC 1.5 HP 14 Feet S-50 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 Thursday, September 14, 2023 � j < O p S o -i yS N m N 'mo�as3- CiK r N O S m� 0 m N° m m A oft 5 �o m °n.mcmw M rA z A a� ooyma,� �•Ro a�o �e m �O�SmCC 0.0a N (A -w m m N y S �� m ooaNy IM c 0 F -i ?� �' x m aDOc mo °c=m m• 0 Oro 0�..�c 1x 0 °'<o°gym G a j •« n. la 0 �°s- /ui i i fT" nm 'o 0 G 7y0AaZm a. C (� u� ao O M c;°o°o? ° M MFn °3 mnm� No 00 N O? : -w a ?m S3 S3m A.�n Aymo cr i a M ^ II m 00-0. 3 m • 0)X ? 7 0 m� n C y _ �. O A A 7 7 m O a a N m m �p 9 '•'d { y A 0 Sm UQ D y m m D t m N m 3• n. J> O (A mZmm V y m m p o co n T o po00QQO Z z. c D' N ti cl O D L � '•�, co : -Ti PA D N `y•;'P V �� s� • �' • �-�000 N 4��40�000a cn � , A O _ >0 c �' m O 03 x W n 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: OSP231251 Work Type: Septic Initial Tax Code Number: 05075108000 Site Legal Address: TERI TR A3 G:0704 Site Mailing Address: 4386 BLYTHE WAY, Eagle River Owner: KELLEY DAVID P & PAMELA R Design Engineer: CREWDSON ENGINEERING, LLC This permit is for the construction of: Effective Date Expiration Date: Lot Size in Sq Ft Total Bedrooms: cnr c �r Y� •'N i pits(% 11 J Department 9/7/2023 9/6/2024 193581 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 Received By: 55 �Ir _ C \2(i t1 o S Date: Issued By: Date: ✓ '�23 Ig MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON -SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 050-751-08 Property owner(s) David & Pamela Kelley Day phone 907-250-8085 Mailing address 2800 Knik Avenue, Anchorage, AK 99517 Site address Unknown Legal description (Sub'd., Block & Lot) Teri, Tract A3 Legal description (Township, Range & Section) Lot Size 193,581 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field 0 Initial 0 Single Family (SF) 0 (w/wo ADU) Septic Tank Upgrade ❑ Duplex (D) El Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well 0 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) Permit/Rush Fees:Waiver Fees: Date of Payment: g�/�Z3 Date of Payment: Receipt Number: Receipt Number: Permit No. 05 P2-7�) /2Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\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 August 11, 2023 Onsite Reviewer Municipality of Anchorage On‐site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99519‐6650 Reference: Teri, Tract A3 Initial Septic System Design Narrative The property owner proposes to construct a 4‐bedroom septic system to serve a proposed 3‐bedroom single family home. The well has already been drilled. The proposed septic system will use conventional treatment and will not need any waivers if constructed as designed. 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 OSP231251, Curtis Townsend, 09/07/23 TH1 (P) 3 BR SFH CONSTRUCT 4 BR SEPTIC SYSTEM (P)DEEP TRENCH SOILS: BOH 18', DRY, SP w/SILT AND GRAVEL, 3.2 MPI 4BR, AR 1.2, RA 500 SF (2) 5'ED X 2'W x 25'L, TD 12' THE DRAINFIELD IS DESIGNED IAW STEEP SLOPE DISPOSAL FIELD REQUIREMENTS. THE 3.2 MPI SOILS (HSG A) SHOULD USE AN INFILTRATION LINE OF 45% FOR DESIGN, WHICH IS MUCH STEEPER THAN THE EXISTING SLOPES AND IS HIGHLY UNLIKELY TO ALLOW EFFLUENT TO DAYLIGHT. C1 M1 FC MH1 S1 DC (P)SEPTIC TANK GREER POLY 1250 (P)REPLACEMENT SUBSURFACE DRAIN BioMicrobics BioBarrier 0.5 MBR AR: 50 GPD/SF 0.5'EDx5'Wx5'L 34% 34% 36% 34 % 34% 36% C3 M3 C4 M4 C2 M2 15' UTILITY EASEMENT 100' W E L L R AD I US SPL PL 34% GRO U N D SLOP E 45 % INFILT R A T I ON L I NE 2.5'7.0' 50.0' DRAINFIELD James A. Crewdson C11527REGISTEREDPROFESSIO N A L E N GINEER PO Box 671389 Chugiak AK 99567 ● cellc.1@outlook.com Cell/Text: 907-280-9493 ● Fax: 907-688-2295 ALLC #112279 Terri, Tract A3 SEPTIC SYSTEM DESIGN PLAN Prepared for: David & Pamela Kelley Permit: OSP231251 Date: 9-7-2023 Page: 2 of 2 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 PLAN SCALE: 1"=30' LEGEND (E)- existing (P)- proposed AMC - Anch. Muni. Code AR - application rate BGL - below ground level BOH - bottom of hole/excavation BR - bedroom C# - cleanout DC - double cleanout ED - effective depth EG - existing ground FC - foundation CO FG - finish grade GPD - gallons per day HSG - USDA hydrologic soils group IAW - in accordance with M# - monitor tube MH# - 24"Ø manhole MOA - Munic. of Anch. MPI - minute per inch PL - property line RA - required area RF - reduction factor SF - square foot SPL - 50/50 splitter SFH - single family home ST - septic tank TD - total depth USDA - United States Deptartment of Agriculture NOTES 1. All proposed construction shall be in accordance with MOA code requirements. 2. All property lines and easements within 20 feet of the proposed improvements/construction shall be flagged by a licensed surveyor. 3. Septic Pipe 3.1. All pipe shall be 4"Ø ASTM D-3034 SDR-35 PVC 3.2. Conveyance pipe slope: 2% minimum 3.3. Drainfield distribution pipe slope: 0% (level) 4. Inspections and Notifications: All inspection notifications shall be made to the engineer at 907-280-9493. MOA Inspections and Notifications: 24 hour notice prior to the start of construction 2 hour notice prior to BOH inspections ENGINEER Inspections and Notifications: 24 hour notice prior to pre-construction meeting 2 hour notice prior to top of tank plumbing inspection 2 hour notice of when final backfill and grading will be complete. 5. Insulation shall be in accordance with the code and the following requirements. 5.1. 25-psi minimum burial grade rigid foam boards 5.2. The insulation board thickness (IT) and horizontal extension (IHE) beyond each side of the insulated component below it shall be in accordance with the following schedule: DRAINFIELD SEPTIC TANK PIPES Soil Cvr IT IHE Soil Cover IT IHE Soil Cover IT IHE >3' none reqd >4' none reqd >4' none reqd 2' - 3' 2" 2' 2' - 4' 2" 2' 2' - 4' 2" 2' Note: 2' min soil cover required over entire septic system. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231251, Curtis Townsend, 09/07/23 (E)WELL TH1 (P) 3 BR SFH CONSTRUCT 4 BR SEPTIC SYSTEM (P)DEEP TRENCH SOILS: BOH 18', DRY, SP w/SILT AND GRAVEL, 3.2 MPI 4BR, AR 1.2, RA 500 SF (2) 5'ED X 2'W x 25'L, TD 12' C1 M1 FC MH1 S1 DC (P)SEPTIC TANK GREER POLY 1250 (P)REPLACEMENT SUBSURFACE DRAIN BioMicrobics BioBarrier 0.5 MBR AR: 50 GPD/SF 0.5'EDx5'Wx5'L 34% 34% 36% 34% 34% 36 % C3 M3 C4 M4 C2 M2 15' UTILITY EASEMENT 100' WELL RADIUS SPL PL James A. Crewdson C11527REGISTEREDPROFESSIO N A L E N GINEER PO Box 671389 Chugiak AK 99567 ● cellc.1@outlook.com Cell/Text: 907-280-9493 ● Fax: 907-688-2295 ALLC #112279 Terri, Tract A3 SEPTIC SYSTEM DESIGN SITE PLAN Prepared for: David & Pamela Kelley Permit: OSP231251 Date: 8-10-2023 Page: 1 of 2 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 PLAN SCALE: 1"=100' Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP231251, Curtis Townsend, 09/07/23 Performed For: Legal Description: Depth (Feet 1-I OG 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 (907)343-7904 Soils Log - Percolation Test David Kelley Teri, Tract A3 TH1 3- 4 SP with Silt 5- 6- 7- E- • 8 - WAS GROUND WATER 9- ENCOUNTERED? NO 10- SP with Silt and Gravel IF YES, AT WHAT DEPTH? L Depth to Water After o D P 11- Monitoring? Dry E 12- Date: 7-21-2023 13- 14- 15- 16- 17- 18- BOH 19- 20 - COMMENTS Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANC ,,&1&,41251, Curtis To end. 09/07/ 0 F Ajq % h�PtE Gross Time Net Time Depth to Water Net Drop •� +cP�;•• CM son..,E+r C11527,�, Date Performed: 7-14-2023 Site Plan See Design Drawing See Design Drawing Reading Date Gross Time Net Time Depth to Water Net Drop 7-14-2023 minutes inches 10 3.2 10 3.2 10 3.1 10 3.1 10 3.1 10 3.1 PERCOLATION RATE ;3,2 (minutesfinch) PERC HOLE DIAMETER b" TEST RUN BETWEEN 7 FT AND 8 FT PERFORMED BY: Crewdson Engineering i James Crewdson CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 7-14-2023