HomeMy WebLinkAboutGLENN VIEW ESTATES WEST PH 1 BLK 2 LT 23Glenn View Estates West Phase 1 Block 2 Lot 23 #015-793-19 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP221145 PID Number: 051-793-19 Dwelling: ®❑ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ❑■ Upgrade Name Sandra and Doug Klein ABSORPTION FIELD ❑Deep Trench 9 Wide Trench El Bed ❑Mound Site Address 22801 Green Garden Dr ❑ Other _ Phone Number of Bedrooms Soil Rating depth from original grade 4 0.8 GPD/SF JTotal 57- 6' Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 27 - 3' Ft. Gravel depth beneath pipe 3 Ft. Subdivision Block Lot Glenn View Estates West Phase 1 2 23 Fill added above original grade 3.4 - 3.5' Ft. Gravel length 87 Ft. Township Range Section Gravel width 5 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To SepticI Absorption Lift Station I Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 750 Ftz Ft. Well NA >1 00' NA NA T K ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufac r Capacity Gal. Surface Water NA�>100' NA NA Material Number of compartments Lot Line NA >10' I NA NA NA Foundation NA >10' NA NA LIFT STATION Manufacturer Ca ity Remarks Gal. Alarm location Electrical installed b PIPE MATERIAL House to tank 3034Tank to 3034 drainfield Installer JRs Septic Drainfield 3034 co/MT 3034 Inspector Curtis Townsend BENCH MARK (Assumed elevation) ft Inspection 1st 6/2/2022 6/3/2022 Location and description 2nd 3b 6/23/2(b 4111 top of retaining wall near FCO ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date -- ............�� •To.......... . Date Ls-� Septic Septic Syste dP� o, a r1a � _ZZAPprove Date ...c.e: .1». Note: this approval does not include well permit requirements. 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This permit is for the construction of: M Disposal Field E Septic Tank flHotding Tank E privy tr private weti E water storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements spec Wastewater Disposal 3. The wastewater code Services Department 4. From October 15 to April 15, a subsurface soilabso shall be either: -''r"' r a. Opened and Closed on the same day, or b. Covered, sealed, and heated to preventfreezing Pat'tmen t lssued By: M UMCIPALITY OF ANCHORAGE r. Development Services Department p p�-� � Phone: 907-343-7904 On -Site Water & Wastewater Section r Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 051-793-19 Property owner(s) KLEIN DOUGLAS & SANDRA Day phone Mailinq address P O BOX 670987 CHUGIAK, AK 99567 0987 Site address 22801 GREEN GARDEN DR Legal description (Sub'd., Block & Lot) GLENN VIEW ESTATES WEST PH 1 Legal description (Township, Range & Section) Lot Size 40,002 Sq. Ft. Number of Bedrooms 4 BLK 2 LT 23 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field Q Initial ❑ Single Family (SF) Q (w/wo ADU) Septic Tank 1:1Upgrade 0 Duplex (D) ❑ Holding Tank ElRenewal F-1 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 Munjripal Codes. (Signature of property owner or authorized l _71.11 ent) Permit/Rush Fees: Waiver Fees: _ Date of Payment: 5 1� 2 Date of Payment: Receipt Number. 6' � 7 1"!�' Receipt Number: Permit No. 03P2Z lj`{ s Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client FormsTermit Application.doc Eklutna Engineering, LLC cu rtistownsend @gmail.com May 20,2022 Subject: Glenn View Estates West Phase 1 Block 2 Lot 23 New Septic System Permit Request osP22Lr45 I am writing to request a septic system installation permit for the above referenced property. The proposed system will serve a 4-bedroom single-family residence. Soil logs, design calculations, site plan and design drawings are enclosed for your review. The existing 1250 gallon septic tank will be left in service. The homeowners desire a new 4 bedroom septic field. Soils. Previously two test holes were dug. The first test hole was dug to a depth of 12' and no water was found. The second test hole was dug to a depth of 13' and no water was found. In both test holes, GM soil was found. We will use the test hole with the most restrictive percolation rate of 7.16 mpi to provide a soil rating of 0.8 gpd/SF SoilAbsorption System Design. See Sheet 1 of the design package. Wells. This lot and the surrounding lots are provided water by AWWU. There are no wells within 100'of the proposed septic system. Neighboring Wastewater systems. lmmediate neighboring septic systems are all +10' distant from the property lines. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. Topography: This property in the immediate area of the field replacement slopes downhill towards the west at a slope of L6%. The proposed installation will not affect the future development of this or the surrounding lots. Sincerely, Curtis L. Townsend, P.E. 1. 2. 3. 4. 5. 5. Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221145, Rebecca Carroll, 05/25/22 U;-\z-u.i^=zzoa- z^-o@<',,.'j-PE.o(Ju-r<)9 9FS^r!!__.r-qi.fio<. 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HOUSE DETAIL 2 STORY SCALE: 1" = 20' WOOD FRAME a.0 RESIDENCE Lot 24 I I WOOD FENCE N 89'51'02"E 300.00' � 10.2' x 16.2 SHED w I I rrJ m z SEPTIC CLEANOUTS .:'' `''. p 187.0SEE HOUSE :�.`. ,' ; :'>. :'i'; . cot DETAIL ':.::.67.0 .. ..: r 0 rn w z Lot 23 I 4. 40,002 s.f. w DO o 30.00 < S 89'51'02"W 300.00' m is T & E EASEMENT Lot 22 I I PLOT PLAN _ AS BUILT X SCALE 1"=50' GRID NW 1459 Project No. 09-186 Lang & Associates, Inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 (907) 522-6476 Phone 000p4p�O Registered Land Surveyors (907) 522-4625 Fax o kglangisOalaska.net / JclanglsOalaska.net OF q��04 OO........•..•gstJoo I hereby certify that I have surveyed the following described properly: Q�(�;' TH T'� Lot 23, Block 2, GLENN VIEW ESTATES WEST (Plat No. 2000-42) p * 49T Anchorage Recording District, Alaska, and that the improvements situated thereon are Q .....:........ within the property lines and do not encroach onto the property adjacent thereto, that V. no improvements on the property tying adjacent thereto encroach on the surveyed 0 premises and that there are no roadways, transmission lines or other visible �O z easements on on said property except as Indicated hereon. O KENNETH G. O LS -5202 •. 'i Dated this the l2 ' Day of 2c , at Anchorage, Alaska �Qh.d �S�CG A It is the responsibility of the owner to determine the existence of any easements, �oOFfSS10NP0� covenants, or restrictions which do not appear on the recorded subdivision plat. ����� �ff' Municipality Anchorage • of :fU''a,., F i �-�/a-v Development Services Department � ,,, Safety Division - —1 /Building On-Site Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Anchorage, AIC 99519-6650 Page ww r.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SW000331 PID Number. 051-793-19 of Name: Turner Construction Wastewater System: IS New ❑ Upgrade Address: PO Box 3489. Palmer. AK 99645 ABSORPTION FIELD Phone: Number Bedroom: or 0 Deep Trench ® shallow Trench 0 Bad 0 Math 0 4 Other LEGAL DESCRIPTION SodRating: 0.8 GPDIFts Total Depth froma orgngrade: 5.75 Ft. Nock: Lot Subdivision: 2 23 Glenn View West Phase/ Depth to pipe bottom from alpha grade: 2.74 Ft. Gravel depth benison pod 3.01 Ft. ToenshD: Rarge: Secbm: Fhll added above ogna guide: 2.25 Fl. Gravel Length: 93 Ft. Well:❑New ■Upgrade Gravel width: 5 Ft. Numbs of `es: 1 Distance between Imes: NA FL CI.surrabon (Prints. AB. C): Public Water Total Depth: FL Geed to: FL Total absorption wee: 802 FI' Ppe Magni: SCH40 & F810 Drax: Date Dolled: static Water Lava: FL InsWbr Turner Const. Date Installed: 8/28/00 `And: GPM Pump Set .t Ft. Casing Haight ADov. Grand: Ft. TANK SEPARATION DISTANCES _. Septic 0 Holding • S.T.E.P. 0 Other: To From Septic Tank Absorption Field Lift Station Holding Tank PubliciPr(vate Sewer Line "'flood."' Anchorage Tank Capacity. 12506.1. W" 200'+ 200'+ NA NA 25'+ Mamma: Steel Number ofCa"lpa.tt "`: 2 !Axiom wave 100'+ 100'+ NA NA LIFT STATION Lo Line 5'+ 10'+ NA NA ° Manufacturer. Foundation 5'+ 10'+ NA NA Pump on Wel °t 'Pump off n. High water alarm at N. Curtain Drain NA *501+ NA NA Phew Mak. & E1et°`M Inspections performed"` Remade: *none known. BENCH MARK Locaban and Description: Top of foundation. Assumed titivation. 100 Ft. Engineer's Stamp 1\SNN‘`,1`+Ac a1.-tot--....,gS000, Inspections performed by: KND Engineering Dates: 1M 8/29/00 0"\....ea j * . . . *�/ 8129/00 L pi : *anew flees -re., ' 2nd S Devetopmei t ServicesDepartment Approvall'111/�/ot di R.:°' K.nre, •e'••ee • ,4tr.A9°•�DE7tf6 Reviewed and approved by: L) Date: /2//5/0/ I s•. can.lmo) •..•4 oma sect. PgO....a.• \_t AS—BUILT SYSTEM DETAILS/SITE PLAN GLENN VIEW ESTATES WEST S/D , BLOCK 2, LOT 1 R 4 BDRK HOUSE BM St8 DRIVE Lot 23 23 Permit SW000331 PID#051-793-19 SCAL4: Irri I z I 1p 1 1'= 0' ( A -C=17.6' B -C=32.8' A -D=24.8' B -D=35.4' A -E=41.8' B -D=71.5 A -F=68.6' B -F=37.8' 4.7 - ANN iff 93.7 1250 GAL SEPTIC TANK i rs.(3F 444,s ir0 ESS10Ntd, FINAL GRADE SEWER ROCK -C85.7t C85.71>.„ 97 PREPARED FOR: REX TURNER ARCTIC DEVCO, INC. P.O. BOX 3489 PALMER, ALASKA 99645 SCALE. NTS c 78.40 ICA FIELD BOOKS COY%RCD: lia' R° LANG DAA.u: VBG STAI1.1 LANG c1cacD: KMD AS&RT: LANG DATc 11/26/01 If ILD ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 D+G. nc: amu NW1439 "GAD rte 00008.DWC " "" 0008 (907)898-8111/FAX (907)898-8111 ]K D ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 Performed for. Project: Depth 2- 3- 4- 5- 6- 7- 8- 9- 10- 11- 12- 13- 14- 15- 16- 17- 18- 19- 20 - SOILS PERCOLATION TEST accIN\\t0 .14 � OF r ire*4 114 *10 o -- - rte •.nK.nno'•�I•"..r4W / , CE 7116 :Fog •• r t,4O •PaorES310A.... r Arctic Devco/Tumer Cosntruction Date Performed: OSIZ,JtttA.-ass Lot 23, Block 2, Glenn View Estates West TEST 11OLE # 00- Org — soft, black, moist SM — Loose, brown sandy silt GM/SM — Med dense, w/ sand, gravel layers w/ silt, dry Silt & density increasing B.O.H. 1I0LE PRESOAKED PRIOR TO TEST SEE ATTACHED SITE PLAN FOR HOLE LOCATION Was Ground water encountered? NO What depth? N/A Depth to water after monitoring? NA Date? NA Reading Date Gross Time Net Time Depth to Water Net Drop 1 8/29/00 9:00 - 8" - 2 9:30 30 min 313/16" 43/16" 3 • 9:31 - 8" - 4 10:01 30 min 313/16" 43/16" 5• 10:02 - 8" - 6 10:32 30 min 313/16" 43/16" 7 8 9 10 11 12 • Water Added Percolation Rate 7.16 (min/in) Perc Hole Diameter 6" Test Run Between 4 feet and 5 feet 1, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On -Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial /2-9IDO@ a/02,9/000 /phi Date Issued: Aug 24, 2000 Expiration Date: Aug 24, 2001 Permit Number: SW000331 Parcel ID: 051-793-19 Legal Description: Glenn View Estates West, Phas 1) keit 23, Stock - Design tockC Design Engineer: 0070 KND Engineering Owner Name: Arctic Devco Owner Address: PO Box 3489 Palmer , AK 99645 - Site Address: unknwon Lot Size: 40002 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit Is for the construction of: E✓ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Water Storage All construction must 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 engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 (24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. AT THE TIME OF CONSTRUCTION THE ENGINEER SHALL PERFORM AN ADDITIONAL SOILS/PERCOLATION TEST FOR THE SOUTHERN PORTION OF THE PROPOSED ORIGINAL AND REPLACEMENT DISPOSAL FIELDS. Received By: Add , . L -i Date: Issued By: l� C L-1 ,c, 0 Date: 5-24 -00 KNE) 1J ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 C (907)696-6111/FAX (907)696-8111 August 17, 2000 Municipality of Anchorage Dept. of Health & Human Services On -Site Services Section P. O. Box 196650 Anchorage, Alaska 99519-6650 Subject: New Septic System - Glenn View West Block 2, Lot 23 Gentlemen: The owner has requested we proceed forward to obtain a septic permit on the subject lot. On April 22, 1999 we dug a testhole for the proposed system. The results of this test is attached. The general slope of this lot is from east to west at a grade of approximately 1- 4% for the property. The original test log is on file at DHHS. We propose to install a 5' wide shallow trench. The soils were consistent throughout the test. There are no public or private wells within 200' of our proposed system location except as noted. There is no surface water within 100' of the proposed system and there are no known curtain drains within 50'. We do not expect there to be any adverse effect on adjacent lots by the development of this system. If you have any questions, please contact me at 696-6111/FAX 696-8111. Respectfully submitted, !CND Engineering Kenneth M. fus, Pit attachments: On -Site Well and Sewer Application Wastewater Absorption System Details/Site Plan Soils Log/Percolation Test :T .• WELL & WASTEWATER DISP❑SAL SYSTEM DETAILS/SITE PLAN GLENN VIEW ESTATES WEST S/D, BLOCK 2, LOT 23 , LOT LJ ^� PIPI PM PUBLIC WELLS WITHIN 200' Or PRIPOSED SYSTEM. IAS PRIVATE VELLS Vn10N Y00' IT PROPOSED SYSTEM EXCEPT AS PASTED. 113 SEPTIC Imam VITNOI 200' IT PROPOSED VELL EXCEPT AS 11310. ALL LOTS S RUED WITH COIMMTY WATER i' , u I, ■ IT I Lot 24 VACANT 6) moo. rD J Lot 23 a f9 VACANT Lot 22 DESIGN DETAILS 4 BDRM X 150 GPD = 600 GPD 600 GPD/.8 GPD PER SQ. FT. <2.42 MIN/IN.)= 750 SQ. FT (750/5'(V)) X 0.58(RF) (3.0 GRAVEL) = 87 FT. TRENCH USE 1 TRENCH - 87 '(L) X 514(W) X 3'(D) Total depth of system Is 6900' from original grade. Total depth of gravel below distribution pipe Is 3.0' . NOTES, 1. USE 1250 GALLON SEPTIC TANK. INSULATE TANK IF <4' COVER. 2. INSULATE TRENCHES WITH 2' HD BURIAL FOAM. 3. CONTRACTOR WILL ENSURE MAXIMUM 2% SLOPE INTO SEPTIC TANK. 4. ADDITIONAL FILL WILL BE ADDED OVER SYSTEM TO ACHIEVE MIN. 3' COVER IF REQUIRED. PREPARED FOR, REX TURNER ARCTIC DEVCO, INC. P.O. BOX 3489 PALMER, ALASKA 99645 Scale, 1'= 100' PAGE 1 OF 2 FIELD BOOK5 MXMDART I ANG STMIIQ LANG AWAIT LANG own nu: C°FUTED: DRAM* VBG *Eclat KMO 8/9/00 NW1459 DATE: FILE 00046.DWG ze Mo: I IQ ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 00046 (907)696-6111/FAX (907)696-6111 WASTEWATER DISP❑SAL SYSTEM DETAILS GLENN VIEW ESTATES WEST S/D, BLOCK 2, LOT 23 K • D MT 30 • J 0 TH #99-23 ;— i1-4%• H 0- PR❑P❑SED 090 0 PROPOSED 1250 GAL. S.- o FOO MT l 0 cck7 PREPARED FOR! REX TURNER ARCTIC DEVCO, INC. P.O. BOX 3489 PALMER, ALASKA 99645 Scale: 1'= 20' PAGE 2 OF 3 FIELD BOOKS sanlue : LANG "AMC LANG AST LANG OC. nc: DawnD: DRA*R YBG "Dam KMD 8/9/00 me NW1459 DAtG pap 00046.DWG ''DB K' 00046 1E M) ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 (907)696-6111/FAX (907)696-8111 J. CND ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 SOILS PERCOLATION TEST Performed for: Arctic Devco Project 1- 2- 3- 4- 5- 6- 7- 8- 9- 10- 11- 12- 13- 14- 15- 16- 17- 18- 19 - HOLE PRESOAKED 20- PRIOR TO TEST Lot 23, Block 2, Glenn View West Depth (Feet) CRC — black rootmat SM/GM — red/brown, some root GP — light silt, loose SM — increasing density w/depth, w/gravel platelets at bottom B.O.H. �4•pill �4. •V ••�,,,_... •••• .. • 44 • t1 e. Kenneth M. W Ip:• Cc7116 1 rJ a�eleiO....iS \•X - Date Performed: 04/2E 50 2/99- TEST HOLE # 99-2/23 SEE ATTACHED SITE PLAN FOR HOLE LOCATION Was Ground water encountered? NO Depth to water after monitoring? NO What depth? NA Date? 05/15/99 Reading Date Gross Time Net Time Depth to Water Net Drop 1 4/22/99 1:00 - 8" - 2 1:10 10 min 314/16" 414/16" 3• 1:11 - 8" - 4 1:21 10 min 44/16" 44/16" 5• 1:22 - 8" — 6 1:32 10 min 4 4/16" 4" 7• 1:33 - 8" - 8 1:43 10 min 4 2/16" 4 2/16" 9• 1:44 - 8" - 10 151 10 min 4 2/16" 4 2/16" 11• 155 - 8" - 12 2:05 10 min 4 2/16" 42/16" • Water Added Percolation Rate 2.42 (min/in) Perc Hole Diameter 6" Test Run Between 3 feet and 4 feet I, Kenneth M. Duffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. MUNICIPALITY OF /ANCHORAGE Development Services Department/ Phone: 907-343-7904 On -Site Water & Wastewater Section r' Fax: 907-343-7997 Parcel I.D. 051-793-19 Certificate of On -Site Systems Approval 1. GENERAL INFORMATION Expiration Date: C':'�" — l Z Complete legal description GLENN VIEW ESTATES WEST PH 1 Location (site address) 22801 GREEN GARDEN DR Current property owner(s) KLEIN DOUGLAS & SANDRA Day phone Mailing address Real estate agent BLK 2 LT 23 P O BOX 670987 CHUGIAK, AK 99567 0987 2. TYPE OF DWELLING: 0 Single Family (w o ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 Day phone 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well ❑ Private Septic 0 Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System F Public Sewer ❑ Waiver request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ a &D Waiver Fee $ Date of Payment Grl�3 �C Date of Payment Receipt Number 0 i I&�6 Receipt Number COSA # S C �2_ 1 0 Waiver # 5. 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 for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is (are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. I acknowledge that On -Site staff may visit the site to verify the information submitted. Name of Firm Eklutna Engineering, LLC Phone 907.406.1058 Address 19162 Mountain Rd Chugiak AK 99567 Engineer's Printed Name Curtis Townsend, PE Date Z r v 2 -L O' ,w•�4.t� �*.4TTH 6. DSD SIGNATURE �"' .�i �• � — V ( .... ... ... � ( rds L„ Towne C • ' 4 � ,. �, System #1 Approved for bedrooms �¢ � .. �y,�y, ��� � �ti,�,.,�• System #2 Approved for bedrooms ($ . Disapproved ����PR�fESSI��A s4 Conditional approval for bedrooms, with the following stipulations: ���.)))"ICES 1 Original Certificate Date: (0 ^3C> .2 C7 The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other S4 -ed Aq::n[ oe GtviZi vl7! �dCOSA Checklist blue sheet 44 Legal Description: Glenn View Estates West Phase 1 If more than 1 septic system on lot: COSA Checklist # of 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 group �in.� Date of flow test SA Stat' er level at beginning of test ft. Comments B. TANK DATA Age of tank(s) 22 years Tank type/material septic Steel Measured operating fluid level in septic tank 51 ❑ Standpipes/foundation cleanout per record drawing Date of pumping May 16, 2022 D. ABSORPTION FIELD DATA Which system tested (date installed) June 2022 ❑ ALL standpipes present per record drawing Total measured depth from grade 9.1 ft (max) Measured depth to pipe invert from grade 6.1 ft (min) ❑ N/A — pressurized field no Monitor tubes go to bottom of effective. If not, state depth into effective block 2 lot 23 Parcel ID: 051-793-19 Structure served by this system Well production at time of test Water storage tank volume art-llllEl gallons Yes ❑ No U-Califbacteria is Negative Nitrate mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L ❑ Arsenic less than MRL (ND) Collected by Date of Sample C. LIFT STATION ❑ Required maintenance c Age of lift stationy Lift station materia Adequacy test date new Results 2/ Pass For 4 bedrooms Fluid depth prior to test in Water addedgal New depth in Elapsed time min ❑ Code -required soil cover over field Final fluid depth in ❑ System presoaked Absorption rate gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) no date of test) If yes, enter date Gallons introduced gallons Comments/Deficiencies: May 2022 - the 2000 trench was holding 43" water COSA Checklist yellow sheet E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' Community Sewer Manhole/Cleanout >��=�" ___---- ❑Yes if No ft eY s if No ft Neighboring Tank > 100' ❑ Yes if No ft Priva r Septic Line > 25' ❑ Yes if No ft Absorption Field on Lot > 100' ❑ Yes if No Holding Tank > 100' ❑Yes if No ft Neighboring Absorption . _ 00' Animal Containment > 50' ❑ Yes if No ft ❑ Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ❑ Yes if No ft ❑ Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' 0✓ Yes if No ft Surface Water > 100' Q✓ Yes if No ft Property Line > 5' ✓0 Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' ✓/ Yes if No ft Private Wells > 100' Yes if No ft Water Main > 10' Q Yes if No ft Community Wells > 200' Q✓ Yes if No ft Water Service Line > 10' Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' LD Yes if No ft If absorption field is under driveway comment below Property Line > 10' 9✓ Yes if No ft Wells on Adjacent Lots: Water Main > 10' Yes if No ft Private Wells > 100' Yes if No ft Water Service Line > 10' Yes if No ft Community Wells > 200' D Yes if No ft Surface Water> 100' Yes if No ft F. ENGINEER'S COMMENTS G. ENGINEER'S CERTIFICATION I certify that / have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. COSA Checklist yellow sheet ',•' Moo, z. IGINEER i?=1 y ........... �szi#. ++. -, � Curtis L�.�T�ow�n,s Date -_ -"z N DE 11�d , . ' ��il� `� pRQFESS1u�� Septic 'Tank Advisory Certificate of On -Site Systems Approval #OSC 221302 Subdivision: Glenn View Estates West Ph1 Blk 2 Ito 23 907-343-7904 Fax: 343-7997 Starting at 20 years of age the MOA issues Advisory's for steel septic tanks The septic tank for this COSA / property is 22 years old. A leaking septic tank may be a source of contamination to the aquifer. Typical replacement costs range from $10,000 to $15,000 This advisory must be attached to all copies of the subject Certificate of On -Site Systems Approval. This is an example of a 16 -year-old septic tank in failure and should be replaced. Mailing Addr ess P .O Box,196650,*,," Anchorage, Alaska 99519 6650 *win►w.rnuni org �, 2.0' x 10.2' CANT —\ OFG� a O z 0 A C: 03 R 03 cn F co tD W � C,a W M4. 0 CD N N N O p O O 2 STORY 6.5' WOOD FRAME 14.0• RESIDENCE A ° 8.0' 0 Roti 14.5' °i- 11.5' o 0 29.9' Lot 24 N 89'51'02"E 300.00' 10.2' x 16.2' SHED --- SEPTIC PIPES HOUSE DETAIL SCALE: 1" = 20' ASPHALT '. 'PAVEMENT • `I 67.0' ' _- I 30.0' m I z Lot 23 40,002 s.f. C, OD I � S 89'51'02"W 300.00' I 10' T & E EASEMENT I Lot 22 MORTGAGE SURVEY X SCALE 1" = 50' GRID NW 1459 Project No. 22-353/A1 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates, inc. (907) 522-6476 Phone (907) 522-4625 Fax Professional Land Surveyors kenOlangsurvey.com O F •A jonothanOlangsurvey.com ©'� ' i hereby certify that I have surveyed the following described property: Lot 23, Block 2, GLENN VIEW ESTATES WEST (Plat No. 2000-2) * 49TH Anchorage Recording District, Alaska, and that this Mortgage Location Survey is a"""' """' "' """""'� representation of the conditions that were found on the date the survey was performed.Q This survey does not constitute a boundary survey and is subject to any inaccuracies % • • • • • • • • • • • • • • • • • • • •� that a subsequent boundary survey may disclose. The information contained hereon shall t . KENET���G� NG not be used to establish any fence, structure, or other improvements. V �A0' •.LS -5202.• J 0 Dated this the �'Day of� 222 at Anchorage, Alaska �4 ARo ' • • • • • • •''��oo 4p �'essiDNati It is the responsibility of the owner to determine the existence of any easements, OfO©ONAL covenants, or restrictions which do not appear on the recorded subdivision plat. AECC963 v 1z Lot 23 40,002 s.f. C, OD I � S 89'51'02"W 300.00' I 10' T & E EASEMENT I Lot 22 MORTGAGE SURVEY X SCALE 1" = 50' GRID NW 1459 Project No. 22-353/A1 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates, inc. (907) 522-6476 Phone (907) 522-4625 Fax Professional Land Surveyors kenOlangsurvey.com O F •A jonothanOlangsurvey.com ©'� ' i hereby certify that I have surveyed the following described property: Lot 23, Block 2, GLENN VIEW ESTATES WEST (Plat No. 2000-2) * 49TH Anchorage Recording District, Alaska, and that this Mortgage Location Survey is a"""' """' "' """""'� representation of the conditions that were found on the date the survey was performed.Q This survey does not constitute a boundary survey and is subject to any inaccuracies % • • • • • • • • • • • • • • • • • • • •� that a subsequent boundary survey may disclose. The information contained hereon shall t . KENET���G� NG not be used to establish any fence, structure, or other improvements. V �A0' •.LS -5202.• J 0 Dated this the �'Day of� 222 at Anchorage, Alaska �4 ARo ' • • • • • • •''��oo 4p �'essiDNati It is the responsibility of the owner to determine the existence of any easements, OfO©ONAL covenants, or restrictions which do not appear on the recorded subdivision plat. AECC963 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 051-793-19 COSA# Oct 0410 BRevq c✓estbat) Expiration Date: / / — / lO / O 1. GENERAL INFORMATION Complete legal description GLENN VIEW ESTATES WEST, PHASE 1, BLOCK 2, LOT 23 Location (site address) 22801 GREEN GARDEN DRIVE, CHUGIAK, AK 99567 Current Property owner(s) MICHELLE M. KERN Day phone Mailing address PO BOX 671710, CHUGTAK, AK 99567 Lending agency Day phone Mailing address Real Estate Agent TREVOR BEAL - DYNAMIC Day phone 440-4509 Mailing Address Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well 0 Individual On-site Individual Water Storage 0 Individual Holding Tank ❑ Community Class Well 0 Community On-site 0 Public Water System 0 Public Sewer 0 The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also Issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of Issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions In the professional engineer's work. 4. 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 for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm ARCTFRRA CONSULTING, INC. Address 20441 PTARMIGAN BLVD., EAGLE RIVER, AK 99577 Engineer's Printed Name KENNETH M. DUFFUS Phone 868-3792 Date 10/19/2009 Engineer's Comments: This investigation was completed in compliance with ADEC and MOA regulations. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes inland use, local soil characteristics, groundwater levels that may fluctuate during the year and the water usage of the family being served by the system. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore, ArcTerra can not give any estimate of how long a system will function satisfactory for current or future occupants or can ArcTerra guarantee that no unseen encroachments, deficiencies or discrepancies exist 5. DSD SIGNATURE / Approved for V bedrooms. Disapproved. Conditional approval for ry°ft1 th rh;0 : r•eeg9 •. • • 4.01119.4M1.4 t^ Kenneth /A� • W / • �, .� CE 11 • t .,„� It,`FO it%R rioFEsso N'. -r bedrooms, with the following stipulations: 00000 \�.\• .• S S• ON-SITE c WATER AND . m. WASTEWATER PROGRAfil- -- `?g • %EE• n_cc Attachments: COSA Checklist X Septic System Advisory Well Flow Advisory Nitrate Advisory 111)1101 Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other By: =/ ��� 12' P7 Original Certificate Date: / /' /0 - 0 I )Rev 11/05) Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: GLENN VIEW ESTATES WEST, PHASE 1, BLOCK 2, LOT 23 Parcel ID: 051-793-49 A. WELL DATA Well type PUBLIC If A, 8, or C provide PWSID # Well Log (YIN) Date completed Sanitary seal (YM) Wires properly protected (Y/N) Total depth _ft. Cased to _ft. Casing height (above ground) In. FROM WELL LOG AT INSPECTION Date of test Static water level Well production ft. g.p.m. ft. g.p.m. WATER SAMPLE RESULTS: Coliform _colonies/100mL Nitrate mg/L Other bacteria colonies/100 mL Arsenic: _mg/I ,. Date of sample: Collected by: B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel Date installed _8,(25000 Tank size 1250 gal. Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout (YIN) Y Depression over tank (Y/N) N High water alarm (YM) N •.Date of pumping 8/29/09 Pumper snmlurt C. ABSORPTION FIELD DATA ' Date installed 8,129/00 Soil rating (g.p.dJft2 or ft2/bdrm) 0.6 System type Shallow Trench Length 93 ft. Width 5 ft. Gravel below pipe 3 ft. Total depth 9.2 ft. (measured 9/30/09) Eff. absorption area 802 ft2 Monitoring tube Y Depression over field N Date of adequacy test 9/30/09 Results (Pass/Fail) Pass For 4 bedrooms Fluid depth in absorption field before test 14A in. Water added 650 gal. New depth 19.2 In. Elapsed Time: 1200 min. Final fluid depth 14.4 in. Absorption rate >= 600 g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) N If yes, give date D. LIFT STATION Date installed 'Pump on' level at _in. Datum E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot Absorption field on lot Public sewer main Size in gallons Manhole/Access (Y/N) "Pump off" level at _in. High water alarm level at in. Cycles tested Meets alarm & circuit requirements? Sewer/septic service line Animal containment areas On adjacent lots On adjacent Tots Public sewer manhole/cleanout Holding tank Manure/animal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: Building foundation 5'+ Property line 51+ Absorption field 5'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Wells on adjacent Tots 200'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water Service line 101+ Surface water Curtain drain 50'+ (None Known) Water main 10'+ 1001+ Driveway, parkingNehicle storage 10'+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name KENNETH M. DUFFUS Date 10/19/2009 Wells on adjacent Tots 2001+ 4„9.. .... A(gs 11: i : Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING HAA # /1402-0 Priv Parcel I.D. 051-793-19 Expiration Date: 1. GENERAL INFORMATION Complete legal description Glenn View Estates West, Phase 1, Block 2, Lot 23 Location (site address or directions) NHN Green Garden Drive Current Property owner(s) Turner Construction Day phone Mailing address PO Box 3489. Palmer. AK 99645 Lending agency _ Day phone Mailing address Real Estate Agent Day phone Mailing Address Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System TYPE OF WASTEWATER DISPOSAL: ❑ Individual On-site ❑ Individual Holding tank ❑ Community On-site Public Sewer The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HM) based only upon the representations given In paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also Issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. 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 Health Authority Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system Is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm KND ENGINEERING. Inc. Address 20441 Ptarmigan Blvd.. Eagle River. AK 99577 Engineer's Printed Name Kenneth M. Duffus 5. DSD SIGNATURE Approved for 4 bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: Phone (907) 696-6111 Date 04/17/02 (E.01:4c 11 er(�_•.•. •N•.•o•.�/ P Or C2 miter.• 1*••-. TH it NGI.I S . �.••:�• u.a N.o. •� e :•NN • Kenneth M. Curl 4GI �.. a 7116 a11,e%PROFEssvaw\ 0�`a�1a14:0". •K sie .‘l<<kP6 OOF'gNt •. Additional Comments :t . y WATER AND : m : WASTEWAIER e• • PROGRAM • - rk ••..•..• ibirtNT SENO" )0 Attachments: HAA Checklist Septic System Advisory Well Flow Advisory X Maintenance Agreements Supplemental Engineer's Report Other (Rev. 01/02) Original Certificate Date: 4/18/02 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water 8 Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, Al( 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: Glenn View Estates West Phase 1 Parcel ID: 051.793.19 A. WELL DATA Well type PUBLIC If A, 8, or C provide PWSID #_ Well Log (Y/N) Date completed _ Sanitary seal (Y/N) _ Wires properly protected (Y/N) Total depth ft. Cased to ft Casing height (above ground) FROM WELL. LOG AT INSPECTION Date of test Static water level ft. ft. Well production g.p.m g.p.m. WATER SAMPLE RESULTS: Coliform colonies/100 mi. Nitrate mgJI. Other bacteria colonies/100 mi. Arsenic: _ mg.A. Date of sample:_ Collected by: KM Enolneering B: SEPTIC/ HOLDING TANK DATA Tank Type/Material Septic l Steel Date installed 8129100 Tank size 1250 gal. Number of Compartments 2_ Cleanouts (Y/N) Y Foundation cleanout (Y/N) Y_Depression over tank (Y/N) (j_High water alar (Y/N) b Date of pumping NA -New Construction Pumper C. ABSORPTION FIELD DATA Date installed floe Soil rating (g.p.d./ft' or ft'Ibdrm) Q,4 Length 23 ft. Width 5 ft. Gravel below pipe j_ ft. Total depth lat ft. Eff. absorption area 802 ft' Monitoring tube Y Depression over field ti Date of adequacy test NA -New Construction Results (Pass/FaII) Pass For i bedrooms Fluid depth in absorption field before test _ in. Water added_ gal. New depth_ in. System type Trench Elapsed Time: _ min. Final fluid depth _ in. Absorption rate >= g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N 8 type) If yes, give date D. UFT STATION Date installed NA Size in gallons Manhole/Access (Y/N) Pump on level at _ in. 'Pump off' level at _ in.High water alarm level at in. Datum Cycles tested Meets alarm 8 circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankfllf station on lot NA On adjacent Tots Absorption field on lot On adjacent lots Public sewer main Public sewer manhole/deanout Sewer /septic service line Holding tank SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 51+ Property line 'l'+ Water main 10'+ Water service line 10'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 101+ Building foundation 101+ Water main 101+ Absorption field 5'+ Surface water 100'+ Water Service line 101+ Curtain drain 50'+ F. COMMENTS Surface water 1001+ Driveway, parking/vehicle storage 251+ Wells on adjacent lots 200'+ , G. ENGINEER'S CERTIFICATION 1 certify that I have determined thmugh field inspections and review of Municipal records that the above systems am in conformance with MOA HAA guidelines in effect on this date. Engineer's Printed Name Kenneth M. Duftus Date 04115102 . OF AC t1 91H t Konne:h M. Cu f/ ,!%G1NSERio HAA Fee $375 Waiver Fee $ Date of Payment 04/17/02 Receipt Number 0Inn' (Rev. 12/01) Date of Payment Receipt Number TURNER CONST. • z.o %5 Ll c•44, Fax 907-745-8335 o petk. • 1..QTbW Vvoo0 rit14111 T o Io c.ticr'f to structuro(s) ;tom Apr 16 '02 14:25 P.01 14# b. 10.4 I• ll.s'• 2 as shown on this record drawing (as -bunt) carpi, with Tiflis ..1. AMC. ne Lot 24 vtisiVrr1MM•i __ N e9'5I'021 300. 00' •. HOUSE DETAIL SCALE: 1' • 20' M►71C CLEW -OUTS 18.0' LOT' 2e) 4000t 5T. 1 now I ILI VI S 89•51'02'111 soo.00' MOT'S VU* to %µsun c tr0-PT'sta 1114Ia Lot 22 op suivIEti T Ma LncWTtohl of Ms 15' TELECOM. S ELECT. EASEMENT 1 0 f*1 Z 3A1210 . N3021V0 PLOT PLAN ASBUILT . . SCALE Is • 50' GRID 1* 1459 Project No 00-121 Lang & Associates, Inc. 115 3 Daryl Awnus, Anchorage, Alaska 99515 {907 522-6476•Phone Registered Land Surveyors 907 522-4625 Fax 1 hereby wrNfy that 1 hon surveyed the faaerine dacrlbed '42 Let 25, Stook 2. OLENN VIEW ESTATE5 WEST No. Anchoroga Raaordlnp DlehNt, Alaska, and that Ito Improvements situated adiooent thereto, that no thereon an 'Min the properly Dna and do not enereaoh ente the pneetr knprorerrnts on the prspely MAI tadfMri encroach on the sur syed prembn end that then are no reedways. transmission Ona er other visible easements on wad property except at Indleated hereon. Doted this the Day of seam- .Ie 't- it Ansherape, Alaska N is the rapomtbelty of the owner to &te mini Its od.tenAs of eny eane,wnts, covenants, or ratrlafone which do not appear en 04 recorded subdivision plat.