Loading...
HomeMy WebLinkAboutCANYON VIEW ESTATES BLK 1 LT 15• MI baw,i�vjlg Block I Lot 15 (rcev uoiuv.i u) Municipality of Anchorage On-Site Water and Wastewater Section • (907) 343-7904 Page 1 of 1 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP251187 PID Number: 021-021-60 Dwelling: ■❑ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑■ New ❑ Upgrade Name HULTQUIST HOMES INC ABSORPTION FIELD ❑ Deep Trench ❑1 Wide Trench ❑ Bed ❑ Mound Site Address 14115 CANYON RD ❑ Other Phone Number of Bedrooms Soil Rating depth from original grade 907-522-3204 5 3 GPD/SF JTotal 2.0' MAX. VARIES Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 1.5' MAX, VARIES Ft. Gravel depth beneath pipe 0.5' Ft. Subdivision Block Lot CANYON VIEW ESTATES B1 L15 Fill added above original grade 0.5' MIN, VARIES Ft. Gravel length 50 Ft. Township Range Section T12N R2W S31 Gravel width 5 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 Dist. between trenches From Tank Field Tank Line 250 Ftz 1 N/A Ft. Well 50'+ 100'+ 50+ NA 25'+ TANK IN Septic X S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER Capacity 1500 Gal. Surface Water 100'+ 100'+ 100+ NA Material Number of compartments Lot Line 51+ 10'+ 5+ NA NA POLY 1 Foundation 10'+ 10'+ 10+ NA LIFT STATION Manufacturer Capacity Remarks ADVANCED TREATMENT SYSTEM GREER 1000 Gal. INSTALLED Alarm location HOUSE Electrical installed by HULTQUIST HOMES PIPE MATERIAL House to tank D3034 Tank to D3034 Installer drainfield HULTQUIST HOMES Drainfield D3034 CO/MTD3034 Inspector PES BENCH MARK (Assumed elevation) 67.0 ft Inspdectio �5` 11/13/25 11/19/25 Location and description 3'd 12/5/25 2nd 4'h 03/12/26 See Site Plan, 2ND STORY WINDOW SILL ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineers Stamp Conditional AL g.J Approval: Date �E 0F. t teen R. Pannone � ��� Septic Sys te Approved / ,2---~ CE 81 4 ;.� %--Q4/28/2026. < � � 1t pp Date_ lltD .0 ote: this approval does not include well permit requirements. (rcev uoiuv.i u) CA N Y O N V I E W E S T A T E S B 1 L 1 5 50.0' 100.0' WELL (N) DRAINAGE PER S4 SURVEY TH-2 TH-1 RESERVE AREA (NIC) INSTALLED QUANICS AEROCELL NS-500-AC TREATMENT POD AND DRAIN FIELD 50LF x 5.0'W x 0.5'E.D. x 2.0'T.D. INSTALLED CO & MT AT EACH END 1.5" SCHD 40 PVC TO POD CONNECTED DISCHARGE TO CENTER OF LATERAL TO CREATE 2ea 25LF SEGMENTS PER WAIVER INSTALLED 1500 GAL. GREER DOUBLE COMPARTMENT SEPTIC TANK 5BR HOUSE (P) DRIVEWAY PUE 2016-013104-0 C A N Y O N V I E W E S T A T E S B 1 L 1 4 V A C A N T L O T 1 2 5 0 1 2 5 5 1 2 4 5 1 2 4 0 1 2 6 0 1 2 6 5 1 2 7 0 1 2 7 5 1 2 8 0 1 2 8 5 1 2 9 0 1 2 9 5 1 3 0 0 1 3 0 5 CANY O N V I E W E S T A T E S B 1 L 1 3 VACA N T L O T VACANT LOT 10' T & E E S M T A B C D M1 CO1 CO2 MT2 FC T1T2 DC1 T3 DC2 T5 INSTALLED 1000 GAL. GREER SINGLE COMPARTMENT RECIRC. TANK 27.0' T4 12.0' 10.3' 30.5' 14.1' 13.1' 56.7'40.8' 44.4' 4" 80% RETURN LINE TO RECIRC TANK BM PA N N O N E E N G S V C , L L C ( C . I . 1 0 8 8 ) MT O RE C O R D D R A W I N G CA N Y O N V I E W E S T A T E S B 1 L 1 5 HU L T Q U I S T H O M E S I N C SI T E : N H N C A N Y O N R O A D AN C H O R A G E , A K 03 / 1 7 / 2 0 2 6 02 1 - 0 2 1 - 6 0 OS P 2 5 1 1 8 7 AC P 04 / 2 8 / 2 0 2 6 SI T E P L A N 1" = 5 0 ' 1 O F 4 DESIGN PARAMETERS PRIMARY SEPTIC SYSTEM NO. BEDROOM: 5(750 gpd) TANK SIZE: 2500gal PERC RATE: 5.3 MPI SOIL RATING: 3.0 GPD/SF (CAT II) AREA RQD: 250 SF SYS. TYPE: WIDE TRENCH 0.5'ED ADJ AREA: 250 SF MIN LENGTH: 50 LF USE: 50LF x 5.0'W x 0.5'E.D. x 2.0' MAX TD INTO OG TOTAL AREA: 250 SF RESERVE SEPTIC SYSTEM NO. BEDROOM: 5(750 gpd) TANK SIZE: 2500GAL PERC RATE: 6-15 MPI SOIL RATING: 5.0 GPD/SF (CAT III) AREA RQD: 150 SF SYS. TYPE: WIDE TRENCH 0.5'ED MIN LENGTH: 30 LF USE: 30LF x 5.0'W x 0.5'ED x 2.0'TD TOTAL AREA: 150 SF RECORD DRAWING THIS RECORD DRAWING REPRESENTS THE AS-BUILT CONDITION OF THE PROPERTY IMPROVEMENTS DESCRIBED ABOVE. THE DRAWING AND ANY OTHER SUBSEQUENT ATTACHED OR INCLUDED INFORMATION IS BASED ON PERIODIC VISUAL OBSERVATION BY A REPRESENTATIVE OF PES ALONG WITH NOTES, PHOTOS, AND OTHER INFORMATION PROVIDED BY THE INSTALLER OF THE SYSTEM. THE INFORMATION PROVIDED IN THE RECORD DRAWING APPEARS REASONABLE AND REPRESENTS THAT THE PROJECT WAS DESIGNED AND CONSTRUCTED IN GENERAL CONFORMANCE OF 18 AAC 72, THE ADEC ONSITE WASTEWATER SYSTEM INSTALLATION MANUAL, AND AMC 15.65 WHERE APPLICABLE. PES SHALL NOT BE HELD LIABLE FOR SYSTEM DEFICIENCIES WHICH FALL OUTSIDE THE SCOPE OF THE REQUIRED VISUAL OBSERVATIONS OR SUBSEQUENT OBSERVATIONS IF REQUESTED BY THE INSTALLER. SEPTIC SYSTEM INSTALLERS ARE TRAINED AND APPROVED BY THE MUNICIPALITY OF ANCHORAGE AND OR ADEC AS APPLICABLE. INSTALLERS ARE RESPONSIBLE FOR CONSTRUCTING THE SEPTIC SYSTEM AS DESIGNED AND ENSURING THEIR WORK CONFORMS TO THE CODES AND POLICIES STATED ABOVE. ABBREVIATIONS CO CLEAN OUT NO. DC DOUBLE CLEANOUT (E)EXISTING FC FOUNDATION CLEANOUT MT MONITOR TUBE NO. (N)NEW NIC NOT IN CONTRACT (P)PROPOSED R.I.RIGID INSULATION T TANK ACCESS NO. TH TEST HOLE TYP TYPICAL STREAM/DRAINAGE WAY CENTERLINE FLOW PATH NEW SEPTIC WATER LINE / WELL RADIUS ESMT/SETBACK PUMP TANK FLOAT SETTINGS ORIGINAL GRADE ELEVATION FINAL GRADE ELEVATION (FILL): 51.6 T1 T2 DC1 DC2 T3 T4 T5 PA N N O N E E N G S V C , L L C ( C . I . 1 0 8 8 ) MT O RE C O R D D R A W I N G CA N Y O N V I E W E S T A T E S B 1 L 1 5 HU L T Q U I S T H O M E S I N C SI T E : N H N C A N Y O N R O A D AN C H O R A G E , A K 03 / 1 7 / 2 0 2 6 02 1 - 0 2 1 - 6 0 OS P 2 5 1 1 8 7 AC P 04 / 2 8 / 2 0 2 6 TA N K & T R E A T M E N T PR O F I L E NT S 2 O F 4 CO2 MT2 MT1 CO1 PA N N O N E E N G S V C , L L C ( C . I . 1 0 8 8 ) MT O RE C O R D D R A W I N G CA N Y O N V I E W E S T A T E S B 1 L 1 5 HU L T Q U I S T H O M E S I N C SI T E : N H N C A N Y O N R O A D AN C H O R A G E , A K 03 / 1 7 / 2 0 2 6 02 1 - 0 2 1 - 6 0 OS P 2 5 1 1 8 7 AC P 04 / 2 8 / 2 0 2 6 FI E L D P R O F I L E NT S 3 O F 4 1275 1270 1265 1260 1255 1250 1245 PA N N O N E E N G S V C , L L C ( C . I . 1 0 8 8 ) MT O RE C O R D D R A W I N G CA N Y O N V I E W E S T A T E S B 1 L 1 5 HU L T Q U I S T H O M E S I N C SI T E : N H N C A N Y O N R O A D AN C H O R A G E , A K 03 / 1 7 / 2 0 2 6 02 1 - 0 2 1 - 6 0 OS P 2 5 1 1 8 7 AC P 04 / 2 8 / 2 0 2 6 1" = 8 ' 4 O F 4 1 SCALE: 1" = 8' DRAIN FIELD SECTION Lot 15, Block 1, Canyon View Estates Subdivision As-built Land Surveying Land Development Consultants Subdivision Specialists Construction Surveying AEC# 173042 S4 Group 610 E 5th Avenue Anchorage, Alaska 99501 (907) 306-8104 mail@S4AK.com 0 50' GRAPHIC SCALE 0 20' GRAPHIC SCALE House Detail 1" = 20' 4/16/2026 _ ft�apartni(vnt Municipality of Anchorage P.O. Box 196650 • 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Division On -Site Water and Wastewater Program * * * * VARIANCE/WAIVER REVIEW * * * * Waiver#: OSV261018 PID#: 021-021-60 COSA#: OSC261101 Permit* OSP251187 Legal Description: Canyon View Estates Block 1 Lot 15 Engineer: Pannone Engineering Services Your request for a waiver of the requirement to construct a disposal field parallel to the contours has been approved. This waiver approval applies to the existing disposal fieldError! Reference source not found. only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. Waiver is Granted: X Waiver is not Granted: Date: e"' `�`t Approved by'__"l - /Name 4 -Reviewer **** VARIAN C E/WAIVER REVIEW **** Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com Mailing: P.O.Box 1807, Palmer, AK 99645 Telephone: (907) 745-8200 FAX: (907) 745-8201 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, Alaska Subject: Canyon View Estates B1 L15 Drain Field Contour Waiver Request We are requesting a waiver to AMC 15.65.210.E.1.b which requires the long axis of a disposal field run parallel with original ground contour lines. We are requesting a waiver for a field installed askew to original ground contour lines. The installed wastewater treatment system utilizes a Quanics/Aerocell NS-500 treatment pod and 2500-gallon Greer Poly septic/recirculation tank. A filter sand bed has been provided beneath the drain field to level the excavation to the natural slope. The sand layer also provides additional treatment of the effluent prior to entering the accepting soil strata and groundwater table. The field was installed within the design accepting soil strata utilizing MOA filter sand as a leveling agent where needed after all organic containing soils were removed according to the design documents at the time of installation. The topographical data provided for and referenced in the design documents is that of the site in an undisturbed condition, including vegetative obscurification. Clearing and grubbing performed as a part of the permitted improvements revealed a slightly different field condition of the underlying ground surface that that approximated by accepted area mapping practices performed over areas obscured by vegetative growth. The topography represented is that of the original mapping project as is standard practice. As depicted in the profile and section views of the submitted record drawing; the elevation delta across the field is not as great in the developed condition as it appears when laid upon the topographical data collected in the undisturbed condition. Approval of this waiver will not affect the health and safety of this or surrounding properties. Based on the provided information and justification this waiver request meets the intent and objectives of AMC 15.65, for these reasons the requested waiver should be approved. If you have any questions, please contact me at (907) 745-8200. Sincerely, SRP Steven R. Pannone, P.E. F. ASCE Owner/Civil Engineer 12 May 2026 www.sullivanwaterwells.com Pump Installation Log Well Drilling Permit Number: OSP 251187 Date of Issue 6/23/25 Parcel Identification Number: 02102160000 Legal Description Property Owner Name & Address Canyon View Estates Block 1 Lot 15 Hultquist Homes Pump Installation Date: 8/4/25 Pump Intake Depth Below Top of Well Casing: 290 feet Pump manufacturer’s Name: Grundfos Pump Model: 10SQE10-290 Pump Size: 1 hp Pitless Adapter Burial Depth: 10 feet Pitless Adapter Installer: Pitless Manufacturer: Unknown Disinfected Upon Completion? yes no Method of Disinfection: Chlorine 50 PPM Comments: Pump Installers Name: Sullivan Water Wells Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. Merrill Certified Drilling Log OWNER OF LAND: Hultquist Homes ADDRESS: 14115 Canyon Rd. Anchorage, AK 99516 LEGAL DESCRIPTION Canyon View Estates Block 1 Lot 15 DATE: 6/18/25 PERMIT NUMBER: OSP251187 DATE OF ISSUE: 6/23/25 TAX IDENTIFICATION NUMBER 02102160000 Is well located at approved permit location: Yes No Method of Drilling: air rotary cable tool Depth of Well: 320’ Casing Type: Steel Wall thickness .250 inches Diameter: 6 inches, depth 50 feet Liner type 280’ of 4.5” PVC Static Water Level: flowing feet Recovery Rate 5 gpm gph Method of Testing Air Well Intake Opening Type: open end open hole Screened Start feet Stopped Perforations Start feet Stopped Grout Type: Bentonite 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 48 Silty Gravel Boulders 48 70 Broken Bedrock 70 265 Bedrock Gray 265 280 Pink Water in Broken Bedrock 280 320 Black Bedrock w/ Quartz 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. 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 Water & Wastewater System Permit Permit Number: OSP251187 Work Type: WellSeptic Initial Tax Code Number: 02102160000 Site Legal Address: CANYON VIEW ESTATES BLK 1 LT 15 G:3042 Site Mailing Address: 14115 CANYON RD, Anchorage Owner: HULTQUIST HOMES INC Design Engineer: PANNONE ENGINEERING SERVICES This permit is for the construction of: Effective Date Expiration Date: Lot Size in Sq Ft: Total Bedrooms: 6/23/2025 6/23/2026 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: Issued By: S Date: Date: 2 20'.- 3 S— 5 ON -SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 021-021-60 Property owner(s) Hultquist Homes, Inc Mailing address Day phone 12570 Old Seward Highway Anchorage, AK Site address NHN Canyon Road Legal description Canyon View Estates 131 Ll 5 Number of Bedrooms 5 Engineering Firm Pannone Engineering Services, LLC Building Permit Number R- / C),-S— Not Applicable El APPLICATION IS FOR: APPLICATION IS AN: (® all that apply) Absorption Field El Initial Septic Tank R. Upgrade E71 Holding Tank El Renewal 0 Privy R Well E THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Waive segment length requirement for reduced vertical separation Distance: n/a - Permit/Rush Fees. -7 US00 Date of Payment: 6111 19 s_ Permit No. nsP9,q) 13fl Waiver Fees: Date of Payment: Waiver No. Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com Mailing: P.O.Box 1807, Palmer, AK 99645 Telephone: (907) 745-8200 FAX: (907) 745-8201 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, Alaska Subject: Canyon View Estates B1 L15 Well and Septic System Permit Request This is a design narrative for a permit to install an initial well and septic system on the subject property. The installation will serve a proposed five-bedroom (5) house. This lot and surrounding lots are served by private wells. Currently there are no wells within 50-feet of the proposed advanced wastewater treatment system. 1. Soils: Two (2) test holes were performed on this lot by Pannone Engineering Services, LLC on 05/20/2025. Groundwater seeps were observed during the excavation of the test holes; bedrock was not encountered. Groundwater was observed in the test hole monitor tubes after 7-days at a depth of 4.6 feet and 4.0 feet BGS respectively. Based on the results of the percolation test and overall soils appearance an application rate of 3.0 gpd/SF was used for the design of an advanced wastewater treatment system in the area of the test hole utilizing category II application rates for a Quanics/Aerocell treatment system. 2. Soil Absorption System Design: See Sheet 1 of the design package. 3. Surface Water: There is no surface water within 50 feet of the proposed septic tank and drain field. 4. Topography: See attached site plan for area topography. There are no slopes exceeding 25% less than 50ft from the proposed drain field. 5. Waiver Request: See attached waiver request. 6. Drawing Markings: The Drawings are marked “For MOA Review Only”. When written notification that the review is complete and no further comments are received from MoA On-Site Department, the note will be removed and “For Construction” drawings will be issued. The proposed installation will not affect the future development of this or the surrounding lots. If you have any questions, please contact me at (907) 745-8200. Sincerely, SRP Steven R. Pannone, P.E. F. ASCE Owner/Civil Engineer 19 June 2025 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251187, Curtis Townsend, 06/23/25 Municipality of Arduage On -site water and Wastewater Pannone Engineering Services LLc Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, Alaska Subject: Canyon View Estates B1 L15 Drain Field Segment Length Waiver Request •- �1�_ �� •__ OSP251187, Curtis Townsend; 06✓23 We are requesting a waiver to AMC 15.65.355.H.2 which requires a maximum segment length of 20 feet for gravity distribution drain fields to be permitted to use the reduced vertical separation distance for advanced wastewater treatment systems. We are requesting a waiver to a segment length of 25-feet to accommodate a 50-foot-long drain field. The discharge pipe from the treatment pod will be connected to the center of the drain field lateral. The proposed wastewater treatment system will utilize a Quanics/Aerocell NS-500 treatment pod and 2500-gallon Greer Poly septic/recirculation tank. A filter sand bed will be provided beneath the drain field to level the excavation to the natural slope. The sand layer will also provide additional treatment of the effluent prior to entering the accepting soil strata and groundwater table. Due to the nature of gravity drain field lateral pipes and the orientation of the perforations being offset from the invert the increased segment length requested will not adversely impact the distribution of effluent throughout the drain field. There is no quantifiable difference in the distribution or quality of effluent between a gravity distribution and pressure distribution drain fields. Granting this waiver will have no impact on the quality of effluent produced by the septic tanks and treatment pod. Approval of this waiver will not affect the health and safety of this or surrounding properties. Based on the provided information and justification this waiver request meets the intent and objectives of AMC 15.65, for these reasons the requested waiver should be approved. If you have any questions, please contact me at (907) 745-8200. Sincerely, IsTR{7 Steven R. Pannone, P.E. F. ASCE Owner/Civil Engineer 19 June 2025 C 5 C i C) iv SF -I Mailing: P,O,B x 1_807, Palmer, AK 99645 Telephone: (907) 745-8200 FAX: (907) 745-8201 Municipality !! � ,partmf�;tt __. P.O. Box 196650 s 4700 Elmore Road Anchorage, Alaska 99519-6650 0 (907) 343-7904 0 Fax (907) 343-7997 http://www.muni.org/Onsite ServicesDevelopment 1 1 1 On -Site Water and Wastewater Program **** VARIANCE/WAIVER REVIEW **** Waiver* OSV261025 COSA#: P I D#: 021-021-60 Permit#: OSP251187 Legal Description: CANYON VIEW ESTATES BILK 1 LT 15 Engineer: Pannone Engineering Services Your request for a waiver of the maximum segment length of 20' for an AWWTS system is approved. The approved segment length is 25'. This waiver approval applies to the proposed F i F_ , only. Any future upgrade to the on -site wastewater disposal system will require all separation distances be met or another approval from this department. Waiver is Granted: X Waiver is not Granted. - Date: Approved : NN b Y Name of Reviewer **** VARIAN G EIWAIVE R REVIEW **** PA N N O N E E N G S V C , L L C ( C . I . 1 0 8 8 ) AC P FO R C O N S T R U C T I O N CA N Y O N V I E W E S T A T E S B 1 L 1 5 HU L T Q U I S T H O M E S I N C SI T E : N H N C A N Y O N R O A D AN C H O R A G E , A K 06 / 0 6 / 2 0 2 5 02 1 - 0 2 1 - 6 0 OS P 2 5 1 1 8 7 SR P RE V 1 : 0 6 / 1 9 / 2 0 2 5 06 / 1 9 / 2 0 2 5 1" = 6 0 ' 1 O F 5 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251187, Curtis Townsend, 06/23/25 CATEGORY II CONFIGURATION QUANICS AEROCELL SYSTEM (5 BEDROOM SYSTEM) QUANICS AEROCELL CAT. II COMPONENTS SUPPLY NOTE: 1. TANKS, RISER ADAPTER RINGS, AND INSULATED RISERS ARE GREER/ANCHORAGE TANK PRODUCTS AVAILABLE THROUGH ANCHORAGE TANK 2. THE PUMP, FLOATS, INTERNAL PIPING, GROMMETS, CONTROL PANEL, XPERT ALERT UNIT, AND AEROCELL UNIT ARE SUPPLIED BY GARNESS ENGINEERING, THE ALASKA STATEWIDE DISTRIBUTOR FOR QUANICSTM PRODUCTS. 3. ALL OTHER EXTERNAL COMPONENTS SUCH AS PIPING, FITTINGS, WIRING, INSULATION, ETC., SHALL BE SUPPLIED BY THE CONTRACTOR. PUMP TANK FLOAT SETTINGS PA N N O N E E N G S V C , L L C ( C . I . 1 0 8 8 ) AC P FO R C O N S T R U C T I O N CA N Y O N V I E W E S T A T E S B 1 L 1 5 HU L T Q U I S T H O M E S I N C SI T E : N H N C A N Y O N R O A D AN C H O R A G E , A K 06 / 0 6 / 2 0 2 5 02 1 - 0 2 1 - 6 0 OS P 2 5 1 1 8 7 SR P RE V 1 : 0 6 / 1 9 / 2 0 2 5 06 / 1 9 / 2 0 2 5 NT S 2 O F 4 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251187, Curtis Townsend, 06/23/25 PA N N O N E E N G S V C , L L C ( C . I . 1 0 8 8 ) AC P FO R C O N S T R U C T I O N CA N Y O N V I E W E S T A T E S B 1 L 1 5 HU L T Q U I S T H O M E S I N C SI T E : N H N C A N Y O N R O A D AN C H O R A G E , A K 06 / 0 6 / 2 0 2 5 02 1 - 0 2 1 - 6 0 OS P 2 5 1 1 8 7 SR P RE V 1 : 0 6 / 1 9 / 2 0 2 5 06 / 1 9 / 2 0 2 5 1" = 8 ' 3 O F 5 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251187, Curtis Townsend, 06/23/25 PA N N O N E E N G S V C , L L C ( C . I . 1 0 8 8 ) AC P FO R C O N S T R U C T I O N CA N Y O N V I E W E S T A T E S B 1 L 1 5 HU L T Q U I S T H O M E S I N C SI T E : N H N C A N Y O N R O A D AN C H O R A G E , A K 06 / 0 6 / 2 0 2 5 02 1 - 0 2 1 - 6 0 OS P 2 5 1 1 8 7 SR P RE V 1 : 0 6 / 1 9 / 2 0 2 5 06 / 1 9 / 2 0 2 5 NO S C A L E 4 O F 5 COMMENTS: Test holes excavated by HULTQUIST HOMES INC. PERFORMED BY: PANNONE ENGINEERING SERVICES, LLC. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. ·2.9 (min/inch) ·6" ·2 FT AND 3 FT · SOILS LOG & PERCOLATION TEST ·5.4 (min/inch) ·6" ·2.5 FT AND 3.5 FT Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251187, Curtis Townsend, 06/23/25 PA N N O N E E N G S V C , L L C ( C . I . 1 0 8 8 ) AC P FO R C O N S T R U C T I O N CA N Y O N V I E W E S T A T E S B 1 L 1 5 HU L T Q U I S T H O M E S I N C SI T E : N H N C A N Y O N R O A D AN C H O R A G E , A K 06 / 0 6 / 2 0 2 5 02 1 - 0 2 1 - 6 0 OS P 2 5 1 1 8 7 SR P RE V 1 : 0 6 / 1 9 / 2 0 2 5 06 / 1 9 / 2 0 2 5 NO S C A L E 5 O F 5 2.2. SCOPE OF WORK: INSTALL SYSTEM IN ACCORDANCE WITH THE ATTACHED DESIGN AND SPECIFICATIONS. 4.0 FEET 4.0 FEET Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP251187, Curtis Townsend, 06/23/25 Block 1, Lot 15Location Sample Details 25-02248-S01Sample ID Canyon View EstatesGeneral Location 931in89¾in 74½in 1001½in 1003in1002in % PassingSieve Size Particle Size Distribution ResultGroup Code ASTM D2487 Other Test Results MethodDescription Limits 20No.20 13No.40 9No.60 30No.10 653/8in 46.1No.4 6No.100 5No.200 Chart Limits Group NameAtterberg Limits EstimatedGravel (%)Sand (%)Fines (%)ASTM D2487 Tested ByDate TestedMethod ASTM D6913Preparation MethodComposite Sieving?Separating Sieve(s)Cu ASTM D2487CcDate Tested TH-1 Sampled at 2'-3'Client Sample ID GP-GMPoorly graded gravel with silt and sandYes54415 James Robertson5/22/2025AOven DryYesNo. 427.131.655/22/2025 Method:ASTM D6913Drying By:OvenDate Tested:5/22/2025Tested By:James Robertson The results contained below pertain only to the items tested below. This report should not bereproduced, except in full, without the prior written approval of Alaska Testlab or the agency. Report No: MAT:25-02248-S01Issue No: 1 Dan MoranKim JohnsonMaria Kampsen Material Test Report 1020 W International Airport RdAnchorage, AK 99518Phone: 907-205-1987 info@alaskatestlab.com 5/27/2025Date: CC: Fax: 907-782-4409 Project:Lab Testing Client:Pannone Engineering Palmer, AK, 99645PO Box 1807 Laboratory SupervisorTitle:Cindy ZickefooseReviewed By: Alaska Testlab - Anchorage Project Code: 241431 Page 1 of 1© 2000-2025 QESTLab by SpectraQEST.comForm No: 18909, Report No: MAT:25-02248-S01 N/AComments mm µm 100 60 20 6 2 600 200 100 50 3" 2" 1" 3/4" 1/2"#4 #10 #20 #40 #60 #100 #200Sieve Size Diameter mm µm 100 60 20 6 2 600 200 100 50 3" 2" 1" 3/4" 1/2"#4 #10 #20 #40 #60 #100 #200Sieve Size 0 10 20 30 40 50 60 70 80 90 100 % Passing (by mass) Block 1, Lot 15Location Sample Details 25-02248-S02Sample ID Canyon View EstatesGeneral Location 951in93¾in 86½in 981½in 1003in1002in % PassingSieve Size Particle Size Distribution ResultGroup Code ASTM D2487 Other Test Results MethodDescription Limits 27No.20 19No.40 15No.60 42No.10 793/8in 61.7No.4 12No.100 9No.200 Chart Limits Group NameAtterberg Limits EstimatedGravel (%)Sand (%)Fines (%)ASTM D2487 Tested ByDate TestedMethod ASTM D6913Preparation MethodComposite Sieving?Separating Sieve(s)Cu ASTM D2487CcDate Tested TH-2 Sampled at 2'-3'Client Sample ID SW-SMWell-graded sand with silt and gravelYes38539 James Robertson5/22/2025AOven DryYesNo. 443.652.225/21/2025 Method:ASTM D6913Drying By:OvenDate Tested:5/21/2025Tested By:James Robertson The results contained below pertain only to the items tested below. This report should not bereproduced, except in full, without the prior written approval of Alaska Testlab or the agency. Report No: MAT:25-02248-S02Issue No: 1 Dan MoranKim JohnsonMaria Kampsen Material Test Report 1020 W International Airport RdAnchorage, AK 99518Phone: 907-205-1987 info@alaskatestlab.com 5/27/2025Date: CC: Fax: 907-782-4409 Project:Lab Testing Client:Pannone Engineering Palmer, AK, 99645PO Box 1807 Laboratory SupervisorTitle:Cindy ZickefooseReviewed By: Alaska Testlab - Anchorage Project Code: 241431 Page 1 of 1© 2000-2025 QESTLab by SpectraQEST.comForm No: 18909, Report No: MAT:25-02248-S02 Soil Classification of Fines (-#200) in Sieve Analyses Assumed Unless Verified by Additional TestingNo Plasticity Index Test Performed Comments mm µm 100 60 20 6 2 600 200 100 50 3" 2" 1" 3/4" 1/2"#4 #10 #20 #40 #60 #100 #200Sieve Size Diameter mm µm 100 60 20 6 2 600 200 100 50 3" 2" 1" 3/4" 1/2"#4 #10 #20 #40 #60 #100 #200Sieve Size 0 10 20 30 40 50 60 70 80 90 100 % Passing (by mass) 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 OSC261101 Parcel ID 021 -021-60 Expiration Date: $/42026 Legal description CANYON VIEW ESTATES BLK 1 LT 15 Site address 14115 CANYON RD Current property owner(s) HULTQUIST HOMES INC X The On-site system(s) is/are approved for 5 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or conditions: No comments By: Original Certificate Date: 5/19/2026 This,Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject 11 system(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 k 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. 02102160 Complete legal description Canyon View Estates B1 L15 Location (site address) 14115 Canyon Rd s) Current property owner(s) Hultquist Homes 2. ON-SITE SYSTEMS SIZED FOR 5 BEDROOMS Day phone 3. TYPE OF WATER SUPPLY: RE Private Well serving # 1_ dwelling units F-1 Other Non-public well as regulated by MOA 0 Water Storage ❑ Community Well or Public 4. TYPE OF WASTEWATER DISPOSAL: � Private Septic E] Private Septic serving 2 dwelling units R Holding Tank R Community Septic or Public Sewer S. SEPTIC TANK: ❑ Steel � Plastic F] Concrete F-1 Fiberglass Age <1 yr - See advisory if steel or fiberglass older than 20 years 6. ABSORPTION FIELD: F0 AWWTS F] Bed ❑ Deep Trench � Wide Trench M Seepage Pit Waiver request for: Distance: Expedited review requested: Fj 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 ri 0 Waiver Fee $ Date of Payment r Date of Payment COSA # Waiver # COSA Application_Apr2025.doc COSA Checklist Legal Description: Canyon View Estates B1 L15 Parcel ID: 02102160 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system I A. WELL DATA ■❑ Well log is filed with Onsite (or attached) Date drilled 6/18/25 Total depth 320 ft Cased to 50 ft ■❑ Sanitary seal is functioning correctly ■❑ Wires are properly protected Casing height (above ground) 24+ in. Date of flow test for COSA 06/18/25 Static water level at beginning of test flowing ft Comments B. TANK DATA Measured operating fluid level in septic tank NEW Date of pumping NA ❑ Required maintenance completed, if AWWTS Comments: NEW AWWTS D. DISPOSAL FIELD DATA Which system tested (date installed) 3/12/26 ■❑ ALL standpipes present per record drawing Total measured depth from grade 5.95 ft (max) Measured depth to pipe invert from grade 5.1 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 Comments/Deficiencies: NEW SYSTEM INSTALLATION COSA Checklist_May2025.docx Well production at time of test 5 gpm Water storage tank volume none gallons Well disinfected for coliform test? ■❑ Yes ❑ No X Coliform bacteria is Negative Nitrate 4.5 mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L ■❑ Arsenic less than MRL (ND) Collected by Sullivan's water wells Date 8/4/25 C. LIFT STATION ❑ Required maintenance completed Age of lift station NEW years Lift station material POLY Comments: 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 E. SEPARATION DISTANCES From Well on Lot to: (Please enter distances if less than required) Septic Tank/Lift Station on Lot > 100' Z Yes if No ft Neighboring Tank > 100' 0 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 Sewer Service/Septic Line > 25'❑✓ Yes if No Holding Tank > 100' ❑✓ Yes if No Animal Containment > 50' Z Yes if No Manure/Animal Excreta Storage > 100' ❑✓ Yes if No ❑ 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 Surface Water > 100' ❑✓ Yes if No 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 F. ENGINEER'S COMMENTS Wells on Adjacent Lots: Wells > 100' Z Yes if No Community Wells > 200' Z Yes if No If tank or field is under driveway comment below G. CERTIFICATION & STATEMENT OF INSPECTION BY ENGINEER ft ft ft ft ft ft ft ft 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. In conducting an adequacy test, I attempt to provide a thorough, conscientious \ engineering analysis of the system in accordance with ADEC & MOA guidelines and OF q regulations. The reported results describe the performance of the system under the'�gS�t o conditions encountered at the time of the test, and separation distances measured to //�• y��� readily identifiable features. The operational life of all wells and septic systems depend w 49 TH on the local soil condition, ground water levels that may fluctuate during the years, and the water usage of the people served by the system. These conditions are outside the even F. P...riar .. o control of the evaluator of this system. All systems eventually fail, and satisfactory testCE H149 t! results do not guarantee future performance if the system, nor do they guarantee that there are no hidden defects of encroachments. Therefore, we cannot provide any warranty of future performance, nor can we estimate the remaining life of the system. The content of this report is for the sole benefit of the owner listed above. Name of Firm Pannone Engineering Services, LLC. Engineer's Printed Name Steven R. Pannone COSA Checklist_May2025.docx Phone (907)745-8200 Date 04/20/2026 MUNICIPALITY OF ANCHORAGE ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT THIS MAINTENANCE AND REPAIR AGREEMENT, herein the "AGREEMENT" made and entered into as of this 2-Z- Day of of 202, by and between PR rAt k MA,rC 1 0,,- orLr herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY", in accordance with Anchorage Municipal Code (AMC) 15.65.365. In consideration of the mutual covenants contained herein, the parties to this Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. The Municipality grants permission to the Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as Quanics located at (legal description) . Canyon View Estates B1 L15 2. Maintenance, Repairs and Alterations. (owner is required to read, understand and initial each section) r Throughout the term of this Agreement, the Owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the Municipality or the manufacturer's representative. The AWWTS shall be maintained in a satisfactory condition capable of performing as designed and producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. It shall be the responsibility of the Owner during the term of this Agreement to pay for all repair(s), maintenance, adjustment(s), replacement costs, and inspection costs. This includes an annual maintenance fee (typically $400 to $600). Owner agrees that only maintenance and repair personnel approved by the Municipality or the manufacturer's representative will inspect and make any necessary maintenance, repairs or permitted alterations to the system. Owner acknowledges that regular maintenance of an AWWTS reduces the potential failure of the system, which could include sewage backup and costly repairs or drainfield replacement. (rev, 05/18/2018) Page I of Owner acknowledges that the Municipality may request records of maintenance and repairs from the manufacturer's representative or maintenance provider. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be �q n, assessed in accordance with AMC 14.60.030. ALI Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS. The Municipality will give at least 24-hour notice. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. Owner agrees to maintain remote monitoring of the AWWTS as required by the AWWTS approval. 3. Term. The term of this Agreement shall begin on the date of approval by the Municipality to operate the installed system, or upon transfer of title, and shall continue while the AWWTS is operational or until title is transferred. 4. Nonwaiver. The failure of the Municipality at any time to enforce a provision of this Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Agreement or any part hereof, or the right of the Municipality thereafter to enforce every provision hereof. 5. Amendment. This Agreement shall only be amended by authorized representatives of the Owner and Municipality. Any attempt to amend this agreement by either an unauthorized representative or unauthorized means shall be void. 6. Jurisdiction: Choice of Law. Any civil action arising from this Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Agreement. 7. Severability. Any provisions of this Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Agreement. (rev. 05/18/2018) Page 2 of 3 signature) (print name) Alp- 4 . (,e STATE OF ALASKA ss_ THIRD JUDICIAL DISTRICT Date: 2 The foregoing instrument was acknowledged before me this Zz-` ay of tvv 20Zk! , by 1 �iGl� Lf.v�nUvt j — STATE OF ALASKA NOTARY PUBLIC NOTARY PUBLIC O ALAskk Ashle® LaVigne v My Commission expires: 5t2'-fl7 2cp signature) Date— )rint name) Title: (rev. 05/18/2018) Page 3 of 3