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Home My WebLink AboutTERI TR A3 TERI Tract A3 #050-751-08 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 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 �1,I�UHMPAUTY OF ANcHOR GE t r.�4 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 Q Initial 0 Single Family (SF) 0 (w/wo ADU) Septic Tank ElUpgrade ❑ Duplex (D) ElHolding Tank ElRenewal El Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: 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: k 5 � � Waiver Fees: Date of Payment: g�/�23 Date of Payment: Receipt Number: 0030.56-_ Receipt Number: Permit No. 0,::� 10 2-2_� 12 J� I Waiver 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