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Home My WebLink AboutEQUESTRIAN HEIGHTS BLK 2 LT 10HEIGH 5 Block 2 017-092-64 (Rev 05/02/18) l Municipality of Anchorage On -Site Water and Wastewater Section - (907) 343-7904 Page 1 of 2 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP241369 PID Number: 017-092-64 Dwelling: 0 Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: X New ❑ Upgrade Name Hultquist Homes ABSORPTION FIELD ❑ Deep Trench X Wide Trench ❑Bed El Mound Site Address 14241 Equestrian Circle ❑ Other Phone of Bedrooms Soil Rating depth from original grade 7Number 5 1.2 GPD/SF JTotal 4.0 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 1.0 Ft. Gravel depth beneath pipe 3.0 Ft. Subdivision Block Lot Equestrian Heights 2 10 Fill added above original grade (W)4.8 / (E) 4.0 Ft. Gravel length 2@38 Ft. Township Range Section Gravel width 5.0 Ft. Beds: Number of Lines NA Distance between lines NA Ft, SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station Tank Line 655.2 Ft, 2 6.3 Ft. Well 100'+ 100'+ NA NA 251+ TANK [9 Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Greer Capacity 1,500 Gal. Surface Water 100'+ 100'+ NA NA i Material Plastic (deep bury) Number of compartments 2 Lot Line 5'+ 10'+ NA NA NA Foundation 10'+ 10'+ NA NA LIFT STATION Manufacturer Capacity Gal. Remarks Alarm location Electrical installed by PIPE MATERIAL House to tank 3034 Tank to 3034 drainfield Installer Hultquist Homes Drainfield 3034 CO/MT 3034 Inspector PES BENCH MARK (Assumed elevation) 100 ft Inspection 1m 11/21/24 12/16/24 Location and description es: V 12/17/24 2nd 1h 1/16125 Bottom of window sill between A&B ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date ! ! ! Septic System t, Approved Date annome CE 8149 !•' ff! 07/01/25 !' N/o- t!! No : this approval does not include well permit require ents. (Rev 05/02/18) l � I I / � I 7elecT om &yF\ Esmt ISM S Telec � / LOT 10 A/ ESMT AS MAPPED PER / B S4SURVEY 2024.10. 11 / / NEW 5BR i 1-1 � HOUSE NEW VACANT LOT WELL NO WELLS OR SEPTICS / I � � DRIVEWAY / 0 0 0 5 A w Z J O m m Q 17.3 J W J U U 0 H � U Z O� 27.7 Z. z DCO 0 U 89 8' �,POL 50OG GREE) Y TANK NOTES: RECORD DRAWING 704.4 I W W W W I W W W w z'I I W W W W INSTALLED NEW 1500gol INSTALLED W/FC BEFORE & DCO AFTER =c Esm s 1-� -1-r Itl �/ I I I W W W DCO W W W w FS I / I �W W W W oW CZ W M31 0 T1 M1 I 6.3 NI I I I I W W W W z WW T2 C1 " �V I W W W F a W I II1 6.o MiN.I RESERVE AREA CAT 111 (NIC) W W Y I N It I! W W W W W (PES) N I ' W CLASS A W W W tC2 I M 4 WETLANDS w W I M2 I C4 ,,1 W W W W W I I INSTALLED NEW ABSORPTION FIELDS W W •/ (2EA) 38LF x 5.0'W x 3.0 "E. D., 4.0'T D. W I �5� INSTALLED W/FS BEFORE & CO/MT AT EACH END. w W / � \µ , I w •v •v •v W W � I � I W •1r1• 1 W W W W W I I I I DESIGN PARAMETERS I I 1 NEW PRIMARY SEPTIC SYSTEM I I NO. BEDROOM: 5(750 gpd) WTANK SIZE: 1500gal PERC RATE: <1 MPI SOIL RATING: 1.2 GPD/SF AREA ROD: 625 SF SYS. TYPE: WIDE TRENCH 3.0'ED RF: 0.58 0 o MIN LENGTH: 73.0 LF FG (W) 93.8 g USED: �FG: (E) 92.0 (2 EA) EG: (W) 89.0 38LF x 5.0'W x 3.0'E.D. x 4.0'TD EG: (E) 88.0 TOTAL AREA: 655.2 SF -FILTER FABRIC DRAIN ROCK 6" ABOVE PIPE INV TH-1 C RECORD DRAWING 4" 4 DRAIN PIPE 900- (w)8" 0 0- (w) aa.o� A B FC 0.0 17.3 T1 22.3 32.9 T2 27.7 37.6 DCO 32.2 42.1 C1 45.1 50.1 M 1 40.7 45.8 C2 60.5 50.7 M2 62.7 53.5 C3 56.0 61.4 M3 52.3 57.4 C4 71.7 64.5 M4 72.8 66.1 NOTES: RECORD DRAWING 704.4 I W W W W I W W W w z'I I W W W W INSTALLED NEW 1500gol INSTALLED W/FC BEFORE & DCO AFTER =c Esm s 1-� -1-r Itl �/ I I I W W W DCO W W W w FS I / I �W W W W oW CZ W M31 0 T1 M1 I 6.3 NI I I I I W W W W z WW T2 C1 " �V I W W W F a W I II1 6.o MiN.I RESERVE AREA CAT 111 (NIC) W W Y I N It I! W W W W W (PES) N I ' W CLASS A W W W tC2 I M 4 WETLANDS w W I M2 I C4 ,,1 W W W W W I I INSTALLED NEW ABSORPTION FIELDS W W •/ (2EA) 38LF x 5.0'W x 3.0 "E. D., 4.0'T D. W I �5� INSTALLED W/FS BEFORE & CO/MT AT EACH END. w W / � \µ , I w •v •v •v W W � I � I W •1r1• 1 W W W W W I I I I DESIGN PARAMETERS I I 1 NEW PRIMARY SEPTIC SYSTEM I I NO. BEDROOM: 5(750 gpd) WTANK SIZE: 1500gal PERC RATE: <1 MPI SOIL RATING: 1.2 GPD/SF AREA ROD: 625 SF SYS. TYPE: WIDE TRENCH 3.0'ED RF: 0.58 0 o MIN LENGTH: 73.0 LF FG (W) 93.8 g USED: �FG: (E) 92.0 (2 EA) EG: (W) 89.0 38LF x 5.0'W x 3.0'E.D. x 4.0'TD EG: (E) 88.0 TOTAL AREA: 655.2 SF -FILTER FABRIC DRAIN ROCK 6" ABOVE PIPE INV TH-1 C RECORD DRAWING 4" 4 DRAIN PIPE 900- (w)8" 0 0- (w) aa.o� DESIGNED AND CONSTRUCTED IN GENERAL DATE PERFORMED: NO. BEDROOM: 5 750 10/16/2024 ( gp O' / THIS RECORD DRAWING REPRESENTS THE _ (E)7.0 SP/ W/2(EA) AX -20 PODS AS -BUILT CONDITION OF THE PROPERTY 3.0' sEwER ROCK sw IMPROVEMENTS DESCRIBED ABOVE. (w) 85.0 VISUAL OBSERVATIONS OR SUBSEQUENT AREA ROD: 125 SF THE DRAWING AND ANY OTHER SUBSEQUENT (E) 84.0- INSTALLER. SEPTIC SYSTEM INSTALLERS ARE TRAINED AND APPROVED BY THE -MIN LENGTH: 14.5 LF ATTACHED OR INCLUDED INFORMATION IS AS APPLICABLE. INSTALLERS ARE BASED ON PERIODIC VISUAL OBSERVATION SCALE: NTS -s.o BY A REPRESENTATIVE OF PES ALONG WITH THEIR WORK CONFORMS TO THE CODES AND SP/ NOTES, PHOTOS, AND OTHER INFORMATION SM PROVIDED BY THE INSTALLER OF THE PROFILE SYSTEM. THE INFORMATION PROVIDED IN THE RECORD 78.0 DRAWING APPEARS REASONABLE AND (DRY 10/24/24) -12.0 REPRESENTS THAT THE PROJECT WAS RESERVE SEPTIC SYSTEM DESIGNED AND CONSTRUCTED IN GENERAL DATE PERFORMED: NO. BEDROOM: 5 750 10/16/2024 ( gp O' / CONFORMANCE OF 18 AAC 72, THE ADEC TANK SIZE: 2500gd1 ADVANTEX ONSITE WASTEWATER SYSTEM INSTALLATION MANUAL, AND AMC 15.65 WHERE W/2(EA) AX -20 PODS APPLICABLE. PES SHALL NOT BE HELD FERC RATE: <1 MPI LIABLE FOR SYSTEM DEFICIENCIES WHICH FALL OUTSIDE THE SCOPE OF THE REQUIRED SOIL RATING: 6.0 GPD/SF VISUAL OBSERVATIONS OR SUBSEQUENT AREA ROD: 125 SF OBSERVATIONS IF REQUESTED BY THE SYS. TYPE: WIDE TRENCH 3.0E. D. INSTALLER. SEPTIC SYSTEM INSTALLERS ARE TRAINED AND APPROVED BY THE -MIN LENGTH: 14.5 LF MUNICIPALITY OF ANCHORAGE AND OR ADEC AS APPLICABLE. INSTALLERS ARE RESPONSIBLE FOR CONSTRUCTING THE USE: SEPTIC SYSTEM AS DESIGNED AND ENSURING 15LF x 5.0'W x 3.0'E.D., 4.0'T.D. THEIR WORK CONFORMS TO THE CODES AND POLICIES STATED ABOVE. TOTAL AREA: 129.3 SF PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 DRAWN BY: DRM EQUESTRIAN HEIGHTS, BLOCK 2, LOT 10 HULTQUIST HOMES INC 14274 EQUESTRIAN CIRCLE PLAN ANCHORAGE, AK Date 6/30/2025 Scale 1"=50' .... . .. ....... P.I.D. NO 017-092-64 even annome PERMIT NO. CE 8149 OSP241369 Sheet 2 OF 2 www.sullivanwaterwells.com Pump Installation Log Well Drilling Permit Number: OSP 241369 Date of Issue 10/30/244 Parcel Identification Number: 01709264000 Legal Description Property Owner Name & Address EQUESTRIAN HEIGHTS BLK 2 LT 10 Hultquist Homes 14241 Equestrian Circle Anchorage, AK 99516 Pump Installation Date: 12/12/24 Pump Intake Depth Below Top of Well Casing: 50 feet Pump manufacturer’s Name: Grundfos Pump Model: 10SQE05-160 Pump Size: 1/2 hp Pitless Adapter Burial Depth: 10 feet Pitless Adapter Installer: Pitless Manufacturer: 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 White Raven Certified Drilling Log OWNER OF LAND: Hultquist Homes ADDRESS: 14241 Equestrian Circle Anchorage, AK 99516 LEGAL DESCRIPTION Equestrian Heights Block 2 Lot 10 DATE: 11-13-24 PERMIT NUMBER: OSP241369 DATE OF ISSUE: 10/30/24 TAX IDENTIFICATION NUMBER 01709264000 Is well located at approved permit location: Yes No Method of Drilling: air rotary cable tool Depth of Well: 64’ Casing Type: Steel Wall thickness .250 inches Diameter: 6 inches, depth 55 feet Liner type Static Water Level: 35 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: Bentonite Volume: 50 lbs Depth: from 2 feet, to 42 feet Well Disinfected Upon Completion: yes no Method of Disinfection: Chlorine 50 PPM Comments: Drilled to 64’ in silty formation. Pulled back to 55’ where the best gravel was. Bore Hole Data Depth From To 0 2 Casing Stickup 2 4 Overburden 4 17 Silty Sand & Gravel w/ Clay 17 48 Silty Sand & Gravel Tight 48 56 Silty Sand & Gravel w/ Yellow Clay 56 62 Silty Sand 62 64 Gray Clay w/ Gravel 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: OSP241369 Work Type: WellSeptic Initial Tax Code Number: 01709264000 Site Legal Address: EQUESTRIAN HEIGHTS BLK 2 LT 10 G:3038 Site Mailing Address: 14241 EQUESTRIAN CIR, Anchorage Owner: DIME DEVELOPERS LLC Design Engineer: PANNONE ENGINEERING SERVICES This permit is for the construction of: Effective Date: Expiration Date: Lot Size in Sq Ft: Total Bedrooms: K0 "f(f �x L)�•hartr�i��e�r 10/30/2024 10/30/2025 22797 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: S�'�-5 Date: _ Issued By: Date: 3 0� %` 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. 017-092-64 Property owner(s) Hultquist Homes, Inc. Day phone Mailina address 12570 Old Seward Highway Anchorage, AK Site address NHN Equestrian Circle Legal description (Sub'd., Block & Lot) Equestrian Heights B2 L10 Legal description (Township, Range & Section) Lot Size 22,797 Sq. Ft. Number of Bedrooms _ 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑X Initial n Single Family (SF) nX (w/wo ADU) Septic Tank ❑X Upgrade ❑ Duplex (D) ❑ Holding Tank ❑ Renewal ❑ 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: Date of Payment: Receipt Number: _ Permit No. US P I Y 11 Waiver Fees: _ Date of Payment: Receipt Number: Waiver No. Permit App__- :: _..:c ; 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: Equestrian Heights B2 L10 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 systems will serve a proposed five (5) bedroom house. This lot and surrounding lots are served by private wells. Currently there are no wells within 100ft of the proposed installation. 1. Soils: A test hole was performed on this lot by Pannone Engineering Services, LLC on 10/16/2024. The soils log is attached, and approximate locations are shown on the site plan. Groundwater was not observed during the excavation of the test hole, and bedrock was not encountered. Groundwater was not observed in the test hole monitor tube after 7-days. Based on the results of the percolation test, overall soils appearance, and the attached sieve analysis; an application rate of 1.2 gpd/SF was used for the design of a conventional wastewater treatment system in the area of the test hole. 2. Soil Absorption System Design: See Sheet 1 of the design package. 3. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. 4. Topography: See attached site plan for area topography. 5. 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 or concerns, please contact me at (907) 745-8200. Sincerely, SRP Steven R. Pannone, P.E. F. ASCE Owner/Civil Engineer 25 October 2024 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241369, Curtis Townsend, 10/30/24 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241369, Curtis Townsend, 10/30/24 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241369, Curtis Townsend, 10/30/24 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP241369, Curtis Townsend, 10/30/24 040.002 Crowther Associates 1632 Bellevue Circle / Anchorage, Alaska 99515 Telephone (907) 349-2198 / E mail: 907crowther@gmail.com Date:October 28, 2024 Client:Pannone Engineering Services, Dan Project:Equestrian Heights Block 2 Lot 10 Anchorage, Alaska Particle Size Distribution Table (percent passing subject sieve size) Sample Source -- Moisture Content xx% Sieve Size Percent Finer Percent Finer Percent Finer Percent Finer 3 inch 100 1-1/2 inch 100 ¾ inch 100 #4 100 #10 99 #40 27 #100 25 #200 25 0.02 mm xx Classification Silty Gravelly Sand (SM) Invoice 229 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 OSC251262 Parcel ID 017 -092-64 Expiration Date: 5/28/2026 Legal description EQUESTRIAN HEIGHTS BLK 2 LT 10 Site address 14241 EQUESTRIAN CIR 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: By: Original Certificate Date: 7/2/2025 This Cert' cate of On -Site Systems Approval (COSA) is intended to demonstrate the subject syste s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Dv opment Service Department (DSD) issues COSAs based upon representations provided by an in ependent 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 MUNN= 0 1 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. 017-092-64_ Complete legal description Location (site address) Equestrian Heights B2 L10 14241 Equestrian Cir Current property owner(s) Hultquist Homes, Inc. Day phone 2. ON-SITE SYSTEMS SIZED FOR 5 BEDROOMS 3. TYPE OF WATER SUPPLY: Fj Private Well serving # 1 dwelling units E] Other Non-public well as regulated by MOA El Water Storage F-1 Community Well or Public 4. TYPE OF WASTEWATER DISPOSAL: X Private Septic E] Private Septic serving 2 dwelling units ❑ Holding Tank ❑ Community Septic or Public Sewer 5. SEPTIC TANK: F] Steel nN Plastic n Concrete n Fiberglass Age new - See advisory if steel or fiberglass older than 20 years 6. ABSORPTION FIELD: EJ AWWTS E] Bed E] Deep Trench Wil 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 $ -7� ^ Waiver Fee $ Date of Payment 7AS— Date of Payment n - COSA # (0 _Sr U Waiver # COSA Application—Apr2025.doc COSA Checklist_May2025.docx 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.DISPOSAL 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: E. SEPARATION DISTANCES From Well on Lot to: (Please enter distances if less than required) Septic Tank/Lift Station on Lot > 100’ Yes if No ft Neighboring Tank > 100’ 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 ft Sewer Service/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 Disposal Field(s) on Lot to: (Please enter distances if less than required) Tank to Foundation > 10’ Yes if No ft 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 Surface Water > 100’ Yes if No ft Wells on Adjacent Lots: 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 Phone Name of Firm Engineer’s Printed Name COSA Checklist_May2025.docx Date 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 regulations. The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend 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 control of the evaluator of this system. All systems eventually fail, and satisfactory test 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. 06/30/25 Lot 10, Block 2, Equestrian Heights Subdivision As Built Land Surveying Land Development Consultants Subdivision Specialists Construction Surveying AEC# 173042 S4 Group 124 E 7th Avenue Anchorage, Alaska 99501 (907) 306-8104 mail@S4AK.com 04/29/2025