The URL can be used to link to this page

Home My WebLink AboutHOCKER BLK 1 LT 1Onsite File Hocker Block 1 Lot 1 #042-081-12 Certified Drilling Log P DOC CO dba 0 BILL a COLE 4�► ULLIVA N WATER WELLS eP.O. Box 670269, Chugiak, AK 99567 688-2759 OWNER OF LAND: Ryan & Brittanie Gould ADDRESS: Bore Hole Data Depth From To LEGAL DESCRIPTION Hooker Block 1 Lot 1 DATE: 10-8-20 0 2 Casing Stickup PERMIT NUMBER: OSP201394 DATE OF ISSUE: 9-18-20 TAX IDENTIFICATION NUMBER 04208112000 Is well located at approved permit location: ®Yes ❑No Method of Drilling: ®air rotary ❑cable tool Depth of Well: 164' Casing Type: Steel Wall thickness .250 inches Diameter: 6 inches, depth 84 feet Liner type Static Water Level: 76 feet Recovery Rate 20 ® 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 Ibs Depth: from 2 feet, to 42 feet Well Disinfected Upon Completion: ®yes ❑ no Method of Disinfection: Chlorine 50 PPM Comments: 2 4 Overburden 4 12 Clay & Gravel 12 44 Hardpan & Clay 44 60 Hardpan 60 78 Hardpan & Boulders 78 149 Bedrock 149 164 Bedrock Broken 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. DOC CO dba � ULLIVBILL J& AN WATER WELLS P.O. Box 670269, Chugiak, AK 99567 688-2759 www.suilivanwaterwells.com Pump Installation Log Well Drilling Permit Number: SW OSP201394 Date of Issue 9-18-20 Parcel Identification Number: 04208112000 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. Municipality of Anchorage On -Site Water and Wastewater Section a (907) 343-7904 Page 1 of 4 ON -SITE WASTEWATER INSPECTION REPORT Permit Number: OSP201394 PID Number: 042-081-12 Dwelling: ❑® Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑® New ❑ Upgrade Name RYAN GOULD ABSORPTION FIELD ❑ Deep Trench W Wide Trench ❑ Bed ❑ Mound Site Address 14345 CANYON ROAD *ANCHORAGE, AK ❑ Other Phone ]Number 1-281-770-8050 of Bedrooms Soil Rating JTotal depth from original grade 1.2 GPD/SF 1.94 & 2.0 (MAX) Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade SEE DWG. Ft. Gravel depth beneath pipe 0.61 & 0.54 Ft. Subdivision Block Lot HOCKER; BLOCK 1, LOT 1 Fill added above original grade SEE DWG. Ft. Gravel length 50 & 50 Township Range Section N/A Ft. Gravel width 5 & 5 Beds: Number of Lines - Distance between lines SEPARATION DISTANCES Ft. - Ft. To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 500 Fe 2 6F+ Ft. Well 100'+ 1 00,+ 1 00,+ 25'+ TANK ❑ Septic ❑m S.T.E.P. ❑ Holding ❑ Other Manufacturer Capacity GREER TANK 1500 Gal. Surface Water 100'+ 100'.+ 1 00, + Material Number of compartments Lot Line 5'+ 10'+ E5+ NA HDPE 2 Foundation **8.5' 10'+ LIFT STATION Manufacturer Capacity Remarks *SECOND COMPARTMENT OF 1500 GALLON TANK GREER TANK *500 Gal. "APPROVED BY MOA DURING CONSTRUCTION - SEE ATTACHED PROFILE DRAWING Alarm location IN HOUSE (SEE PHOTO) Electrical installed by llzInCN Sun Installer PIPE MATERIAL House to tank Tank to D3034 drainfield D2665 ELEVATE CONSTRUCTION Drainfield D3034 CO/MT D3034 Inspector MOA AND GEG BENCH MARK (Assumed elevation) 100.00 ft Inspection 19` 11/13/20 2"� 11/18/20 Location and description 3rd 11/18/2C 41h 11/18/20 BOTTOM OF SIDING ON -SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp o�000 �4 0 Conditional Approval: Date �Q of r Gar ,ess: 0 trf CE-795 �p Septic System Approved j Date ( Z.o zo Z Vq ��"" ►t li z� �c44 . v fe '- F�`o �4� PrOfess1On°ate Note: this approval does not include well permit requirements. �DO�p�oo sAECC 184 ;Rev 05/02/18) L PERMIT NUMBER: PARCEL ID NUMBER: OSP201394 RECORD DRAWING 042-081-12 SWING TIES WERE GENERATED IN AUTOCAD FROM AS -BUILT SURVEY BY STEVE CALLAGHAN,PLS (ATTACHED) NEW WELL • �DRIVI VVAY% •• • O J % i \ NEW d 4 BEDROOM HOUSE o / THE RESERVE SITE WILL BE REBUILDING THE EXISTING DRAINFIELD LOCATION/ROUTE OF DRAINAGE SWALE WITH BONEROCK. LOCATION PER 12/11/2024 LANTECH, INC. SURVEY ORIGIN OF DRAIN PER JOSH WITH BE HAPPY LANDSCAPING. �J i l FLOW SPUTTER (FS) T.H.#1 � Xf / 4:�_�,_NEW CO AT WHAT APPEARS TO BE THE BEGINNINGOFSUBSURFACE DRAIN. DRAINFIELD,' -NEW 1500 GALLON GEG VERIFIED 10'+ HDPE GREER TANK SEPARATION DISTANCE WITH ANCHORAGE BETWEEN EDGE OF TANK COMPONENTS DRAINFIELD AND SUBSURFACE DRAIN. O,l . •: OUTLET PIPE FOR • v DRAINS. NO SURFACING • WATER OBSERVED WITHIN ON 10/412024. • S -ASSUMED LOCATION/ROUTE OF SUBSURFACE DRAINS BASED UPON LIMITED PHOTOS PROVIDED TO GEG AND LIMITED GEG INSPECTIONS/MEASUREMENTS N OF NORTHERN PORTION. NO PHOTOS OR INSPECTIONS OF PORTIONS SOUTH OF DRAINFIELDS AND TANK. SCALE: 1"=40' GARNESS ENGINEERING GROUP, Ltd -- - - ENGINEERING SALES: CONSULTING - _ - 3701E. TUDOR ROAD, SUITE 101'ANCHORAGE, AK 99507'PHONE(907)337-6179"FAX(907) 339-3246'WEBSfMw g• sengb ig. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: RYAN GOULD 1-281-770-8050 2 OF 4 LEGAL DESCRIPTION: DRAWN BY: ROCKER; BLOCK 1, LOT 1 J.L.M. TYPE OF WORK DATE: REVISED RECORD DRAWING OF STEP TANK AND DRAINFIELDS 1/8/2025 .... 11 ................... i V• / �. � •; J ffrey A••••• mess, '"i� = #. �� - E-7 53 • F 18 Air 2��••••��•'• LICENSE•41k vi ` � S"=.♦♦♦ #AEccaBa PERMIT NUMBER: RECORD DRAWING PARCEL NUMBER: QS P201394042-081-12 TOP OF MANHOLE #1 = 100.52 TOP OF MANHOLE #2 = 100.32 MH1 MH2 FINAL GRADE = 98.95 TOP OF TANK AT INTLET = 94.98—,,- STOP OF TANK AT OUTLET = 94.93 INVERT OF BUNG AT INLET = 94.29 NEW 1500 GALLON HDPE GREER TANK WITH ANCHORAGE TANK LIFT STATION COMPONENTS NOTE: APPROX. 4-6 INCHES (PER BE HAPPY LANDSCAPING) OF TOPSOIL ADDED ON L 10/4/2024 AFTER THE FINAL GRADES SHOWN ON THIS DRAWING. DPP#, THE DRAINFIELDS AND ALL DISTURBED AREAS HAVE BEEN HYDRO -SEEDED. UPPER TRENCH ,e�� ORIGINAL GRADE AT MT CO FI' NAL GRADE = 111.61.44-111.78 LOWER TRENCH HIGHEST POINT = 110.38 ON 8/4/2024. SEE NOTE GEG T.H. #1 MT CO INAL GRADE = 109,54-109.65 GEG T.H.#1 rtORIGINAL GRADE AT ON 8/4/2024. SEE NOTE I I HIGHEST POINT = 108.34, 7 � � — T 7 FILTER FABRIC 2" INSULATION PER CONTRACTOR 2" INSULATION PER INVERT OF CONTRACTOR FILTER FABRIC PIPE = 109.05 INVERT OF 0.61' PIPE = 106.88 0.54' 5,_� TOP OF SAND t = 108.44 TOP OF SAND = 106.34 5' BOTTOM OF EXCAVATION = 105.46-107.38 BOTTOM OF EXCAVATION = 105.17-105.34 10'+ RELATIVE ELEVATION OF J BOTTOM OF T.H. = 97,38. RELATIVE ELEVATION OF TH#1 WAS DRY TO BOTTOM OF T.H. = 95.34 RELATIVE ELEVATION OF TH#1 WAS DRY TO 101.38 ON 9/16/2020 RELATIVE ELEVATION OF 99.34 ON 9/16/2020 OF .d t I GARNESS ENGINEERING GROUP Ltd .4 `a *. ENGINEERING SALES CONSULTING ��/...........�,....��0 3701ETUDOR ROAD. SUITE 701'ANCHORAGE, AK 99507-PHONE(907)337.6179-FAX(907)338-3246'WEBSITE; viw�n.g—sseigi—riiy.mm ,,,,�,.,, �, ,,,,, ,/ PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ; ;• J fffey A. G�fneSS •'• 40 mF BLUE STONE LLC 907-232-5217 3 OF 4 0jG'iJ,,�, E-7953 ;' _�� LEGAL DESCRIPTION: DRAWN BY: �♦• HOCKER; BLOCK 1, LOT 1 J.L.M. #AF0•'••1 TYPE OF WORK DATE: REVISED LICENSE 44/ ;:`S"=.�� RECORD DRAWING OF S.T.E.P. AND DRAINFIELDS 1/8/202-4 D zS #AECC884 GRAPHIC SCALE 1 25 50 V, 50, *.' 49 R 1A..S°.. RYM GE VELIS 23 _ • LS- 111"e'40AlyI ,,-OtisSw 4 12" DIA. CULVERT CL DRAINAGE DITCH �' � . • � ! " � N 88o 57 26 E 330.20 10' UTILITY EASEMENT N (4) 0 F DRAINAGE Co ,\ . C9....::... ............ 76.8' ti / 12.0 ........... .... (3) CO .........:..............." % . 12" DIA. . ..o ........ . .. / o �+ CULVERT SEPTIC TANK 00 ACCESS (2) O 101.8' o rr FLAT TOP 250 H Street Anchorage, Alaska 99501 C-G Survey Department Phone: 562-5291 ..�r� Inc Mainline Phone:243-8985 u AECC 668 ORDERED BY: SHEILA L GIBSON BLOCK 2 LOT 1A AS -BUILT LEGAL DESCRIPTION: LOT 1, BLOCK 1, HOCKER SUBDIVISION ANCHORAGE RECORDING DISTRICT. DRAWN DATE: 12/11/24 WORK ORDER: 24045 DRAWN BY: ADS PLAT: 67-18 CHECKED BY: GMG GRID: 3043 0 M DRAINAGE CO 0 0 rn r cV 0 Ln O O LOT 2 0 O V) AVENUE (unimproved) — — ------------- BLOCK 2 LOT 2 ADDRESS: 14345 CANYON ROAD PARCEL* 042-081-12-000 LEGEND: Asphal[ CLEAN OUT p Concrete WELL ® FS Overhang FENCE y, Wrnri f�a� s8, o ��• r Q� N O IV . 1.0, 402, EXISTING HOUSE . . . . . . . . . . N \ ..........�� 0 �0, o . . . . N o 103 CV .0, HOUSE DETAIL 1 If = 20' NOTE: 1) THIS MORTGAGE LOCATION SURVEY (AS -BUILT) WAS PREPARED FOR SHEILA L GIBSON. IT SHOULD ONLY BE USED FOR A SINGLE PROPERTY TRANSACTION. RE -USE OF THIS DRAWING BY THE ORIGINAL CLIENT OR BY OTHERS FOR ADDITIONAL USES LATER WITHOUT THE EXPRESS WRITTEN CONSENT OF LCG LANTECH, INC. 15 A VIOLATION OF FEDERAL COPYRIGHT LAW. 2) THE LIABILITY EXTENT OF LCG LANTECH, INC. SHALL BE LIMITED TO THE AMOUNT 0 FEES COLLECTED FOR SERVICES IN PREPARATION FOR THIS PRODUCT, UNLESS GROSS NEGLIGENCE IS DISCOVERED. 3) THIS MORTGAGE LOCATION SURVEY (AS -BUILT) IS A REPRESENTATION OF THE CONDITIONS THAT WERE FOUND AT THE TIME THIS SURVEY WAS PERFORMED. THIS AS -BUILT DOES NOT CONSTITUTE A BOUNDARY SURVEY AND IS SUBJECT TO ANY INACCURACIES THAT A SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE. 4) THE INFORMATION CONTAINED ON THIS DRAWING SHOULD NOT BE USED IN SUPPORT OF ANY NEW CONSTRUCTION. 5) THIS AS -BUILT ONLY SHOWS EASEMENTS THAT WERE ON THE ORIGINAL PLAT. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO DETERMINE IF THERE ARE OTHER EASEMENTS, COVENANTS, RESTRICTIONS, OR RIGHT OF WAY TAKINGS OF RECORD NOT SHOWN ON THE ORIGINAL PLAT. 6) SURFACE FEATURES MAY HAVE BEEN COVERED BY SNOW AND ICE WHEN THIS AS -BUILT WAS PERFORMED. 7) THE ORIGINAL HOCKER SUBDIVISION, PLAT 67-18, SHOWS AN EXISTING CL ROAD ACROSS LOT 1, BLOCK 1, THE BEEDER SUBDIVISION AND LOT 1A, BLOCK 2 HOCKER SUBDIVISION, PLAT 69-147, SHOWS AN EXISTING UPPER RABBIT CREEK ROAD ACROSS LOT 1. BOTH EXISTING ROADS ARE SHOWN AS A SINGLE LINE WITHOUT RIGHT OF WAY WIDTH. CANYON VIEW ESTATES SUBDIVISION, PLAT 2021-65, SHOWS CANYON ROAD AS A 60 FOOT RIGHT OF WAY STARTING IN THE NW CORNER OF LOT 1, BLOCK 1 HOCKER SUBDIVISION. THIS SURVEY DID NOT ATTEMPT TO DETERMINE IF THERE IS A RIGHT OF WAS ACROSS LOT 1 OF THIS SURVEY OR ITS WIDTH, IF ANY. ' PERMIT NUMBER: pp c pp p /�, /�, A' PARCEL ID NUMBER: OSP201394 RECORD DRAWING 042-081-12 ELEVATION AT BOTTOM OF FOOTER = 95.00 8.5 FEET BOTTOM OF TANK ELEVATION = 88.70 45% IMAGINARY SLOPE \ 1„ = 2.5' GARNESS s g ENGINEERING SALES ° CONSULTING :..... •........ .............. 0 ... .. f 3701 E. TUDOR ROAD, SUITE 101 ' ANCHORAGE, ALASKA * PHONE (907) 337-6179 - NIEBSITE: w .gamessengineeMg.com +> •,•• •• •••••••••• +••••••••.•i! _ 10 PREPARED FOR PHONE NUMBER: PAGE NUMBER: f C� ey A. Hess 4r r BLUE STONE LLC 907-232-5217 4 OF 4 ♦#�%,';•. CE-7953_® PROJECT/LEGAL DESCRIPTION: DRAWN BY: ®, ! f Z'� (`® HOOKER; BLOCK 1, LOT 1 D.J.G./J.L.M. 1®`0O•.••••;'P®�� TYPE OF WORK: DATE: LICENSE ®' �ES� RECORD DRAWING FOR STEP TANK TO FOUNDATION 10/10/2023AECcsea °�®*r MUNICIPALITY OF ANCHORAGE On -Site Water& Wastewater Program POBox 188050 47OOElmore Road Anchorage, Alaska 8S519-6O5O Phone: (9O7)343-7SO4 Fax: (8O7)343-7897 Permit Number: OGP201394 Work Type: VVeUSeotio|nitio| Tax Code Number: 04208112000 Site Legal Address: HOCKERBLK 1 L 1 G:3043 Site Mailing Address: Owner: GOULDRYAN &BR|TTAN|E Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: Effective Date: 0M8/2020 Expiration Date: 9/18/2021 Lot Size inS4Ft: 91327 Total Bedrooms: 4 2 Oiapono| Field 2 Septic Tank 13 Holding Tank 177] Privy 2 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 (1 8AAC72) and Drinking Water Regulations (1 8AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC Y5.S5.Provide notification bycalling (8O7)343 -78U4(24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall beeither: a. Opened and Closed onthe same day, or b. Covered, sealed, and heated to prevent freezing Received By: Issued By: Date: R us ly MUNICIPALITY OF ANCHORAGE s � Community Development Department Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On -Site Water & Wastewater Program Mayor Ethan Berkowitz On -Site SewerMell Permit Application For A Single Family Dwelling Parcel I.D. 042-081-12 Property owner(s) BLUE STONE, LLC Mailing address PO BOX 3335 TALMER, AK 99645 Site address NHN CANYON ROAD *ANCHORAGE, AK Legal description (Sub'd, Block & Lot) HOCKER; BLOCK 1, LOT 1 Legal description (Township, Section & Range) Lot Size APPLICATION IS FOR: (® all that apply) Absorption Field Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Day phone 907-232-5217 Sq.Ft. Number of Bedrooms 4 APPLICATION IS AN: TYPE OF DEWELLING: Initial ® Single Family (SF) Upgrade ❑ (w/wo ADU) Renewal ❑ Duplex (D) ❑ Multiple Dwellings ❑ (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: N/A Distance: - I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: qct l CD�JI D Waiver Fees: Date of Payment: Date of Payment: Receipt Number: Receipt Number: Permit No. O S P2 01 (1L1 _. __ _Waiver No. (Rev. 01111) Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201394, Deb Wockenfuss, 09/18/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201394, Deb Wockenfuss, 09/18/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201394, Deb Wockenfuss, 09/18/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201394, Deb Wockenfuss, 09/18/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201394, Deb Wockenfuss, 09/18/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201394, Deb Wockenfuss, 09/18/20 MUNICIPALITY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 2 � Z $/ Certificate of On -Site Systems Approval Parcel I.D. 042-081-12 Expiration Date:') Legal description HOCKER BLK 1 LT 1 Site address 14345 CANYON RD Anchorage AK Current property owner(s) RYAN & BRITTANIE GOULD The On -site system(s) is/are approved for bedrooms C-DS /,�-- t S 5",Cp Conditional approval for bedrooms, with the following stipulations: f/ / 312-o25� Comments or advisories: this is the work to be done summer 2024, no permit required: investigate subsurface drains, add fill over fields, repair or replace flow splitter Vv ot4t- C-o,--v `'f--rrD Sv, �,,, rz/� 20 z y By: Original Certificate Date: 11 /20/2023 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 f gg ,.., e131 is Development Services Department On -Site Water c: Wastewater Section ANCHORAGE Phone: 90 3!3 <904 Fax,: 907-343-7997 Certificate of On -Site Systems Approval Application ' 1. GENERAL INFORMATION Parcel I.D. 042-081-12 Complete legal description HOCKER; BLOCK 1, LOT 1 Location (site address) 14345 CANYON ROAD, ANCHORAGE, AK Current property owners) RYAN & BRITTANIE GOULD pay phone 281-770-8050 2. ON -SITE SYSTEMS SIZED FOR 4 BEDROOMS 3. TYPE OF WATER SUPPLY: ❑® 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 r0_1 Plastic ❑ Concrete ❑ Fiberglass Age 3 - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑ Deep Trench M 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 $_ Waiver Fee $ Date of Payment j e �61 2 ;0 7,1 Date of Payment COSA # os C, 2 � � f Waiver # COSA Application_June 2022 1 COSA Checklist Legal Description: HOCKER; BLOCK 1, LOT 1 Parcel ID: 042-081-12 If more than 1 well and/or septic system on lot, provide separate checklist. Structure served by this system 1 A. WELL DATA 0 Well log is filed with Onsite (or attached) Date drilled 10/8/2020 Total depth 164 ft Cased to 84 ft 0 Sanitary seal is functioning correctly ❑■ Wires are properly protected Casing height (above ground) 18+ in. Date of flow test for COSA 10/5/2023 Static water level at beginning of test 70 ft. Comments Well production at time of test 5.2 gpm Water storage tank volume NONE gallons Well disinfected for coliform test? ❑ Yes 0 No 0 Coliform bacteria is Negative Nitrate 2.44 mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L 0 Arsenic less than MRL (ND) Collected by GEG, LTD. Date 10/5/2023 B. TANK DATA C. LIFT STATION Measured operating fluid level in septic tank 55" ❑■ Required maintenance completed Date of pumping 10/23/23 Age of lift station 3 years ❑ Required maintenance completed, if AWWTS Lift station material PLASTIC Comments: Comments: D. ABSORPTION FIELD DATA *' LOWER TRENCH / UPPER TRENCH Which system tested (date installed) 11/2020 N"ALL standpipes present per record drawing Total measured depth from grade **3.3/3.3 ft (max) Measured depth to pipe invert from grade*2.7/2.6 ft (min) ❑ N/A — pressurized field. ❑■ Per record drawings, field is insulated. 0 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) NONE If yes, enter date Adequacy test date 10/5/2023 Results Q Pass Fluid depth prior to test Water added 601 gal *0 in New fluid depth *0 in Elapsed time 0 min Final fluid depth *0 in Absorption rate 600+ gpd FIELD STATUS — POST RECOVERY Effective depth (per record drawings) *6.5+ in Effective depth used *0 in Effective depth remaining *6.5+ in Comments/Deficiencies: *TESTED UPPER TRENCH ONLY. LOWER TRENCH REMAINED DRY THORUGHOUT TEST. "MEASUREMENT PRIOR TO PLACEMENT OF TOPSOIL. 4-6" OF TOPSOIL ADDED AND DRAINFIELD AREA HYDROSEEDED ON 10/4/2024 BY BE HAPPY LANDSCAPING. COSA Checklist June 2022 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' QYes if No ft Absorption Field on Lot > 100' [E Yes if No ft Holding Tank > 100' QYes if No ft Neighboring Absorption Fields > 100' Animal Containment > 50' Q Yes if No ft ❑m Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ■❑Yes if No ft ❑■ 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 *8•5 ft Surface Water > 100' ❑■ Yes if No ** ft Tank to Property Line > 5' ❑■ Yes if No ft Wells on Adjacent Lots: Field to Property Line > 10' ME Yes if No ft Private Wells > 100' Yes if No ft Water Main > 10' ❑■ Yes if No ft Community Wells > 200' Yes if No ft Water Service Line > 10' 0 Yes if No ft If tank or field is under driveway comment below F. ENGINEER'S COMMENTS `8.5 FEET FOR TANK TO FOUNDATION (SEE RECORD DRAWINGS) / 10+ FEET FOR DRAINFIELD TO FOUNDATION **NO VISIBLE SURFACE WATER WAS OBSERVED WITHIN 100+ FEET OF SEPTIC SYSTEM ON 10/4/2024. NOTE: PLASTIC STEP TANK DID APPEAR TO HAVE SOME DEFORMATION LOOKING DOWN THE MANHOLE RISERS. NO VISIBLE LEAKS WERE OBSERVED IN TANK AT THE RISER/TANK CONNECTIONS ON 10/5/2023. 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 Garness Engineering Group, LTD. (GEG) Phone Engineer's Printed Name Jeffrey A. Garness Date _ In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the system/s on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend upon a variety of variables, including (but not limited to) soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regarding'. the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the current systems fail to perform adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG to perform the evaluation. Reliance upon the information provided in this report by any other person or party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. COSA Checklist June 2022 907-337-6179 0 c- q 4��0 00 `� q`440 A. Garne s: Q CE-79 �G n _ e LICENSE 1, �oressio^ a #AECC884 � David Garness From: Jody Maus Sent: Tuesday, November 14, 2023 2:40 PM To: David Garness Cc: Jeff Garness Subject: RE: Hocker; Block 1, Lot 1 David, There are drainage ditches (swales) essentially on north and east property lines. They actually look like they are off property to me. I did not see any indication of drain pipe in these ditches/swales and there was no water in them when I saw them. The survey did not pick up any pipe on his survey either, but he did show the C/L of the drainage ditch west of the well (see survey). The well is 15'+ from the drainage ditch (swale). I think the best would to place a note on the record drawings regarding this. As far as the reserve site, I would put that rebuilding the drainfields as the alternate drainfield site. On profile drawing, my field note are in the file for current final grades that I shot this fall. I would make these are accurate to my field note and then a note needs to be placed on the drawing stating that additional cover and topsoil and seeding to be done in the spring/summer of 2024. Sincerely, Jody Maus Consultant Garness Engineering Group, Ltd. 3701 E. Tudor Road, Suite 101 Anchorage, Alaska 99507 Phone: (907) 337-6179 Mobile: (907) 223-0555 Website: www.garnessengineering.com -----Original Message ----- From: David Garness <David@garnessenginee ring.com> Sent: Tuesday, November 14, 2023 12:10 PM To: Jody Maus <Jody@garnessengineering.com> Cc: Jeff Garness <Jeff@garnessengineering.com> Subject: Hocker; Block 1, Lot 1 Jody, Jeff had some questions on the following sheets I didn't know the answers too. I can make the revisions, but just let me know what to put down. David Garness From: Ryan Gould <ryanvgould@gmail.com> Sent: Thursday, November 16, 2023 5:06 PM To: David Garness Cc: Sonja Blewett; Lorrie Seward; Brittanie Mae Gould Subject: Gould drainage Attachments: doc15139020231115123017.pdf Good afternoon Garness fam, This is to the best of my kbowlwdge, and I may not know the correct terminology so please forgive the language if incorrect. The blue is the inside curtain drain. It is 30" deep. And runs the length of the house on the north side then out into the bigger drain. The east side runs past the house and driveway and then to the roadside ditch. The exterior curtain drain is outside 10 feet from the leech field . The east side is approximately 7' deep it has a corrugated pipe surrounded by D1 aggregate, then the top 6-12 inches is top soil. It then turns into a ditch which continues to the roadside drainage. The north side is a deeper drainage ditch which gradually lessens with the terrain until it reaches the roadside drainage. I marked the aggregate in red, ditches in yellow and inside curtain in blue. I think that's about it. Thanks, Ryan Sent from my iPhone PERMIT NUMBER: PARCEL ID NUMBER OSP201394 RED V R D-=1NJ`P I WIN � 042-081-12 / A B \ FCO 48.3 1 17.0 / MH1 49.9 1 19.4 MH2 24.4 21.6 C01 68.1 52.3 \ KMT4 68.9 49.7 \ 102.5 48.2 101.0 48.3 \ 81.2 65.5 83.8 65.6 \ 111.2 61.5 107.8 59.2 \ FS 101.0 66.8 SWING TIES WERE GENERATED IN 1 AUTOCAD FROM AS -BUILT SURVEY BY STEVE CALLAGHAN,PLS (ATTACHEM i0' UTILITY EASEMENT 100, pw{'L S I N a L11- e NEW 1 4 BEDROOM HOUSE A .�r .1i C,'; :. 0��4� q0 NEW 1500 GALLON HDPE GREER TANK WITH ANCHROAGE TANK COMPONENTS GAN�EEIN"-S-T GROUP, Ltd N'G1NR1NG''��OiN13ULT 1 1G J701 E TUDOR READ. SUITe 101 • MCHORhG� AK ASJ1 • PHONnru7) J77E179 • FA%(907) J3&J2<6 • �4EBSRE wvm.yamesseny:�eeriny.rnm PREPARED FOR: PHONE NUMBER: PAGE NUMBER: BLUE STONE LLC , 907-232-5217 2 OF 4 LEGAL DESCRIPTION: �� DRAWN BY: ROCKER; BLO K,1, LOT 1 \\-- D.J.G./J.L.M. TYPE OF WORK-_------\�_ DATE: REC_ORD DRAWING OF TANK AND DRAINFIELD A NEW DRAINFIELDS N SCALE: iiiia 1" = 40' \�f ,yam/ . � �� , \� � = } \� »\�� G �� ; f �\� j } .�.a RI �.��•!I ;, fy, - \�� FiF• �_ Y+ r�/i � �YI r„i�•o \A,,. r _ �'r ,• ��+ : y .> 7j y'i�,� r. fir. , Al ! r. ' , i�•' � lr�J,- .\.�.P.�, l A� � �r�l,. " i • � 1..4.�- ". � � Ali " , 1151 vhc 77 ( µme. ^ _ 1,',.�+5 t y1•+'t�j $r t� �+� � i... / ' � ,• j ♦ Y f %. F p-, j Y • TV` NNFIN 111i"giIrl 7777M I �t• +�j t}}7 . � ',9 frarFr 1°'�'1+a;4° � P• :fir-�k. !��/ 1,� r 1p� Rt° t,:.r r '�t• �, t, 1.. c,a f. •�( i 9rt�frC '�` -,! � � •r �.1 f ,.R.. � �;7 1 ' 1 , t' " "/t� 1 nJ �'�,:. l t �,�•t • „. a 17, (� •f y r rl ..i+�- � rr �l �. \,�' � I +�f'•' .. f r :'fs �� _��•r{!4 a � � 6 � �' ` r - y t, �4 .�� ` u � � rE 4 r ` •BHP Ir , �� ^ Jt y ' ° �t,�r�,6�f �r� f. . .. 1•,. ?} y�%( `': t f r4k ►i i+c rc ,l ` l lair r t ry F r •' .�� \ ` x 1 t ��i ° ' � f , K � r r �, , ( ,! i� l Rsf t'��. 5 ! ; , / •s.,� ' 'Q't _.��t ` �- �- ,s it � �e M,4, � y ry� �II�fi- _`,: If a ``f. r�l;�� rii ��. ;�,:. 9fF�` , *�h `+' �}?, .,7' ��, fiL3 i 1 �: r i h-��r�f f �� A 4 .Q 1 r.';�'� �'w•i ��f)' p�e , � + �sy �`:� �izja. f ♦�rI 1}t E 6 • ,Y% C.., f r -; ��/ e ,{ AC 4 ,,,� � •��. it , a fk 1 1 VVV r s .. � -. �f _ .. rr �� '+e '- 's �.iE 1��lir,� �• 4ct ! r. ;111t.3 '`c.`; I�1�''�� i �I, `�t� t�1:;,Y Q�r.1t,�yr !►.�fhT �4 ��`•�'�.` �i�f�,� , df Y� tt ,4{ � - ! �• •' •f" � � fed' �'n 4 �. ¢` ,t•a ,�'• t c . �i, f ilk . �._rl°I.'� `,,fpq\ .'f� ;� .•: `.. 'fit_ r��a. � ' - -.,� .. �- .. 'l.°-<rr. ..p;� `�'• " y _14 TT . �.'.: .' Al ;-S._SE _ _ L H 41 no ',S 1 _9n. n! f • 106 - ♦ . •tom `: >wi r-' �" Tl1 �'i+i. ir AP i ss�. _ i.,'..o.�... d - .. a iT"`4 ' '' ,{ i�( (,�� .?Mi,�','(.r ,� _ `r•° y, ;, r'�.r