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T12N R3W SEC 29 NW4SW4NW4SW4SE4 PTN
Onsite File T12N R3W Section 29 NW4SW4NW4 SW4SE4 PTN #018-162-01 1RCv Uw UL/ 101 Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 3 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP211454 PID Number: 018-162-01 Dwelling: ❑ Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New ❑ Upgrade Name Ross & Hillie Kennedy ABSORPTION FIELD ❑ Deep Trench ❑ Wide Trench ❑ Bed ❑ Mound Site Address 13650 Old Seward Highway __[Num El Other Phone erbof Bedrooms Soil Rating depth from original grade 5 1.2 GPD/SF JTotal 10.5 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 4_5 Ft. Gravel depth beneath pipe 6.0 Ft. Subdivision Block Lot NW4SW4NW4SW4SE4 PTN Fill added above original grade 0.0 Ft. Gravel length 66 Ft. Township Range Section 12N ,?W 29 Gravel width 6.0 Ft. Beds: Number of Lines N/A Distance between lines N/A Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Li ne 792 Ftz 1 N/A Ft. Well 134 140 I NA NA 25'+ TANK © Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer GREER Capacity 1500 Gal. Surface Water 100'+ 100'+ NA NA Material Number of compartments Lot Line 49 12.8 NA NA NA HDPE 2 Foundation 10.9 18.8 NA NA LIFT STATION Manufacturer Capacity Remarks Gal. Alarm location Electrical installed by Installer PIPE MATERIAL House to tank 3034 Tank to 3034 drainfield Homeowner Drainfield 3034 co/MT3034 Inspector Pannone Engineering BENCH MARK (Assumed elevation) 100 ft Inspeation 15111/1/2021 11/2/2021 Location and description 3rd 11/3/2021 2nd 41h 11/4/2021 First Floor FF ON-SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Conditional Approval: Date OF 49 .. ... .. .... ..... Septic SystemcE Approved Date '141: Note: this approval does not include well permit requirements.��"�4� 1RCv Uw UL/ 101 DESIGN PARAMETERS DESIGN PARAMETERS` \\ PRIMARY SEPTIC SYSTEM RESERVE SEPTIC SYSTEM NO. BEDROOM: 5(750 gpd) NO. BEDROOM: 5(750 gpd) TANK SIZE: 1500g TANK SIZE: AS REO'D FOR CAT III PERC RATE: 2 MPI PERC RATE: 2 MPI SOIL RATING: 1.2 GPD/SF SOIL RATING: 6 GPD/SF AREA ROD: 625 SF AREA ROD: 125 SF SYS. TYPE: DEEP TRENCH 6.0' ED SYS. TYPE: DEEP TRENCH 6.0' ED 21.7 MIN LENGTH: 52 LF MIN LENGTH: 10.4 LF 20.9 USED: _USE: % 66LFx6.0'Wx6.0' E.D., 10.5' TD 15LFx2.5'Wx6.0' E.D., 10.0' TD TOTAL AREA: 792 SF \ TOTAL, AREA: 180 SF 30.1 \ DECOMMISSIONED 500g &1000g SEPTIC TANKS,/ 57.4 /PER CODE AND REPLACED \W/ NEW 1500g SEPTIC TANK INSTALLED DCO BEFORE AND AFTER TH (JOHNSON 1978) \ 12.8 5BR \ \ HOUSE (E) I C1 Cn DC1�, �B M1 T1 10.9 8.30 M2 sT2S DC2----TH-1 (PES) \ ss f 12.0 M3 _ \` � = a C2 \ c9 0 \ O N CP\ \ \ C P CS` E V WELL RESERVE DRAIN FIELD (P) R MO ED EXISTING DRAIN 15LF x 25W x 6.0'ED x 10.0'TD FIELD AND BIOMAT COMPLETELY INSTALLED NEW DRAIN FIELD ABBREVIATIONS I 60LF x 6.0'W x 6.0'ED x 10.5'TD TH TEST HOLE WITH CLEAN OUT AT EACH END (P) PROPOSED \ INSTALL MONITOR TUBE AT EACH END / (E) EXISTING AND AT BEND MIDFIELD CO CLEAN OUT TY MONITOR TUBEBE N0. TY P TYPICAL NOTES: 1] �T� ATS^+ c+[, LLC ®.�►'�` RECORD DRAWING PAMONE E1�V SVC, �..LC OF AL1a�l 1D1/30/2021 P.O. BOX 100217 ANCHORAGE, AK 99510 0 '��' ' ' ' ' ' '9S �� PHONE (907) 272-8218 FAX (907) 272-8211 a/'�G>`�P Scale DRAWN BY:t9t; TH�/ 1"-30' DRM .... .. P.I.D. NO ROSS & HOLLIE KENNEDY 018-162-01 T12N, R3W, Sec 29 NW4SW4NW4SW4SE4 PTN , Steven R Pannone / PERMIT NO. 13650 OLD SEWARD HIGHWAY �¢F�'• G,i1249 �'� OSP211454 PLAN ANCHORAGE, AK ���pFESsio � Sheet 2 OF 3 A B DC1 19.5 23.1 T1 24.0 21.1 T2 28.9 20.3 DC2 30.8 21.8 Ci 21.7 49.0 M 1 20.9 47.4 M2 34.7 40.3 C2 59.6 30.1 M3 57.4 29.4 RESERVE DRAIN FIELD (P) R MO ED EXISTING DRAIN 15LF x 25W x 6.0'ED x 10.0'TD FIELD AND BIOMAT COMPLETELY INSTALLED NEW DRAIN FIELD ABBREVIATIONS I 60LF x 6.0'W x 6.0'ED x 10.5'TD TH TEST HOLE WITH CLEAN OUT AT EACH END (P) PROPOSED \ INSTALL MONITOR TUBE AT EACH END / (E) EXISTING AND AT BEND MIDFIELD CO CLEAN OUT TY MONITOR TUBEBE N0. TY P TYPICAL NOTES: 1] �T� ATS^+ c+[, LLC ®.�►'�` RECORD DRAWING PAMONE E1�V SVC, �..LC OF AL1a�l 1D1/30/2021 P.O. BOX 100217 ANCHORAGE, AK 99510 0 '��' ' ' ' ' ' '9S �� PHONE (907) 272-8218 FAX (907) 272-8211 a/'�G>`�P Scale DRAWN BY:t9t; TH�/ 1"-30' DRM .... .. P.I.D. NO ROSS & HOLLIE KENNEDY 018-162-01 T12N, R3W, Sec 29 NW4SW4NW4SW4SE4 PTN , Steven R Pannone / PERMIT NO. 13650 OLD SEWARD HIGHWAY �¢F�'• G,i1249 �'� OSP211454 PLAN ANCHORAGE, AK ���pFESsio � Sheet 2 OF 3 1111111111110 "I" i'1 . • :w 94.6 94. (__:71A — 88. PEROLATION RATE 3.8 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 5 FT AND 6 FT uj m F � �O 0z z w � U 98.5 OR GP/SP 94.0 88.0 GM/SM 81.5 W @84.0 10/19/2021 READING DATE CLOCK W W WATERTIME LEVEL READING w U 0] Z U W Ut- z mZ DRAWN BY: FIRST FLOOR o- W uj 0� z'o 10 2 FF: 100.0 � n Fx � (� n wz 0- :5 m 1111111111110 "I" i'1 . • :w 94.6 94. (__:71A — 88. PEROLATION RATE 3.8 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 5 FT AND 6 FT uj m F � �O 0z z w � U 98.5 OR GP/SP 94.0 88.0 GM/SM 81.5 W @84.0 10/19/2021 READING DATE CLOCK NET TIME WATERTIME LEVEL READING NET DROP i;P• DRAWN BY: 5:05 --- 1.75 --- 2 /j i 5.15 10 MIN 4.68 2.93 3 5:15 ___ 1.75 --- 4 5:25 1 10 MIN 4.53 2.78 5 5:25 --- 1.75 --- 6 5:35 10 MIN 4.44 2.69 7 5:35 --- 1.75 --- 8 5:45 10 MIN 4.36 2.61 9 5:45 --- 1.75 --- 10 5:55 10 MIN 4.39 2.64 11 5:55 --- 1.75 --- 12 6:05 10 MIN 4.38 2.63 NOTES: PA ONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 ®1sllt ®'t� OF. ALg �� /®C�'�+, y .. 9 p �� / / Steven R. PonnOne ��cc CE 8149 �,� p SS10� `�i a® Date 11 /23/2021 RECORD DRAWING Scale NTNG DRAWN BY: ROSS & HOLLIE KENNEDY T12N, RM, Sec 29 NW4SW4NW4SW4SE4 PTN 13650 OLD SEWARD HIGHWAY ANCHORAGE, AKdiFo oRM 018-162-01 PERMIT N0. OSP211454 PLAN Sheet 3 M M 01 N 9 I Wil 3 J a cc6 U a @ c c a, N �E m = o o o_au a 0 E 9 a c a (n o 1J N c c = C TO Q c a a a O O a a n s o 0 m °0 0 ° m C a0 uiw� m m e n c m G U 0 S O @ L N C a O L o a I=: m @ � T ° a U O - O J c E U � a a £ -.!Z o O)o � o 0 O N 0 U 0 NG w d y 0 c 0 �za>o L.. a O .,N. N L. .L.. N c _ a 3 O � � � �Em� a� N a E a cu T O O Y :E c 00 0- >, T 0 �. c N 'C 0uw.9 oO �8=a)w P W V) V) z Q� V) z 0) N C _O V v o cn ro5 Z m N Q H O a a LO3 a i LO c O co 11 Ln m 01 a Y E O Q a o � Lcu U � a U a -E J W --J a- o ++ N �O >- �5111�(1) Cl) 6c� Q l0 i VI Y t�0 L 00 r-1 c Ln 6 0 +, ko4 LL (D cn s r� r LU to V . Z r0 x 6•� 0 • 0 .rte LL I(YY O cr a. MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP211454 Work Type: Septic Upgrade Effective Date: Expiration Date Tax Code Number: 01816201000 Site Legal Address: T12N R3W SEC 29 NW4SW4NW4SW4SE4 PTN G:2933 Site Mailing Address: 13650 OLD SEWARD HWY, Anchorage Owner: KENNEDY ROSS & HOLLIE Design Engineer: PANNONE ENGINEERING SERVICES This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy enr�S C n v DeI)artment 10/29/2021 10/29/2022 Lot Size in Sq Ft: 40000 Total Bedrooms: 4 ❑ 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 Special Provisions: A portion of the absorption field is outside the 30 ft radius of a percolation test (AMC 15.65.21 OCA). An additional percolation test shall be done for the south half of the field at time of construction to verify percolation rate of the accepting soil. If results require a design change, construction shall stop pending review and approval of a change order. Please submit results with inspection report (or change order, if required). Received By: Date: Issued By: Date: ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 018-162-01 Property owner(s) Ross & Hollie Kennedy Day phone Mailing address 13650 Old Seward Highway, Anchorage, AK 99515 Site address Same Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) T12N, R3W, Sec 29 NW4SW4NW4SW4SE4 PTN Lot Size 40,000 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field ❑X initial ❑ Single Family (SF) ❑X Septic Tank RX Upgrade ❑X (w/wo ADU) Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ 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: � 5 9 5 _ Waiver Fees: Date of Payment: 10 a 5 a 0-91 Date of Payment: Receipt Number: 06 Receipt Number: Permit No. 0 5 P2 L? 5 y Waiver No. Permit App_-'-'- . -...:c Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211454, Rebecca Carroll, 10/29/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211454, Rebecca Carroll, 10/29/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211454, Rebecca Carroll, 10/29/21 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP211454, Rebecca Carroll, 10/29/21 \A0 G l'O 0 O ate/ Q/ o- o O II Z a k,'l, 000 o w ai v o' �= CC Q) g °' , �a p v a O N CC L C O c aci o v o'O' c m R= � d `o 3 U)c, o aaRu a c W > N v w 00 o O '`��``• G Yp m a o LI) O a) Q r@ L N Y65 v L2 �s N vc.crn 0 - z v iA cc c -.0 Y O L o m L `= � �0 O 00 rn o L 0 0 3 N tioLn O N L!') m W j T C U a 'E O V)(4 O r^ vJ Q1 0 O N J 15 E U C -i' V N lO N E N m c�Y vE�'`o y -o v.�oNz O va •4r_•i C) V..� .�-• _ roL- LL O N 1. i '0. N CD 'Ci' l�4 �� 2'S tL .y-. ate+ N N a. N NFC) N O ('� C L i � a�b �}GO� 0 a v o 0 v �.... cc �° d. X 0 0 � n>o N o u c, N �- M o Oa m a a' -, ,. c U Q�cc°�a a,Ny o O 4{ Q n -5 U< E W 20 Cj v o N w m =r N v _J °B—t�� u `G O ,� o 7 m -a 3 o .n E.5 'ti v O V) L Q j. N o cu 0� :� " o O<J<�, cro ��� Nd=v �E�maa) 'a a d > ;-� t- N � d .c N-- 0 r. v E E r w C V N i Q i N t00 U/ 0 0 N C O 0 O W N 2 -6 M (^ � � L 00 � C (J r L N N m o m L c` V Y ` Z v> N E to 6 O C 0 x> aT y =�v`r Y 3 n v S -0 °z� "=uNo Vi r-1 0 O Ln 003 ti Lo 0) 'a � u�woc Noy=wN ¢ �— = 0 f- LLQ. G LL Nzi S z o CL 1 O `o ` klo)tttJ LO *1 LL - — I Z M CL : :§ 0 Lu Y O, a' N v N 2.2 O � I V 1• Lu v '� N LLL 2� II Y2.2 O V C N N AV E v tttllii W c� N N oLx== 9 � .11 kv l) i7 c- N M 4 DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME ~PGRADE MAILING ADDRESS LEGAL DESCRIPTION LOCATION NO, OF BEDROQMS Absorption area PERMIT NO, ~ Manufacturer ~ ~{~,~ ~ Material ~ No, of compartments Liq. capacity in gallons~ IF HOME.DE; Inside length ~ ~ ~ Width ~ ~ Liquid depth ~ ~ ~ DISTANCE TO: Well Dwelling PERMIT NO, ~ ~ ~ Manufacturer Material kiquid ca~acitg in oallons ~ Well Foundation Nearest lot tine ~ NO. of lines Length of each li11~ ~,~ Total length of line~{o O Trench width Distance between lines -- ~ ~) inches ~ Top of tile to finish grade ~[ O[{ Material beneatb tile ~ 0~1 Total effective absorption area , inches Length I Width Depth PERMIT NO. Typ~ of cfi ~ met ri d ~t Total effective absorption area ~ - ~.~,~Crib' ~ DISTANCE TO: Well B~il~ino foundatiod Nearest lot line .' ~ ~,.~ Depth Driller Distance to lot line PERMITNO. ~ DISTANCE TO; Building foundation Sewer line Septic tank Absorption area(s) OTHER PIPE~ATERIALS SOl L TEST RATING INSTAULER ~ V REMARKS ~A ROVED ~ LEGAL 72-013 (Rev, 3/78) ?:~ ::.::!.,! i:i:iii:l,I :!i:?:il, :!":!,HX,I F!qii:i!,/,:l I['ll:i (:i?l::P',?! i! J:'!:iI:'Tll ii'.il '1111:' I"!]! Ni(HI.tH i:ll:',!l) '11 J!:] [?,O!'! Ol:'{ lit[: t'llll J:7?:il])!::ll':':l::l'f)i!)N iJ!ii!:{i i() ?l?lt:ii [::[{lilT I:::I:iiIIZtPJ I::1 !::'l. ll:',J.]]liii: J'.ll:if f. t)l:}:]l::'[:i]",![}]]N(!i I.tl:::'ll]}lll l'llJ [l:'l::'! Ill!: J::til',J i!ilLi: IZ) l'lll:ib:~ J:i:.[iI))IIZ!I:iiJ?i!iII',['I}:!i lql:'l"r' [::lJ::'J::'[ "l' .~!if:'l[l[i:]]l::']il'iil::i-[')]ll)N:,:il I':'IN[) !)(]INi::J:'!!:;?.JlIiii:i ]iil]lJ",l J]::)iI::t('lJ';'.i::lJ"[lii Ii?J:{ ii 1:()1::;i i N ![::'ll: 1TI ]1{ j"tl IN)iIi)i( [:::'lUll SOILS LOG MUNICIPALITY OF ANOHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION Pouch ~.~160. Anchorage. Aluk. ~$0~ SOILS LOG - PERCOLATION TE8T PERCOLATION TEST PER FORMED FOR: ,~,'~'~! L~ ~5~ ~ ~-~%~ SLOPE / 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE ~ {minutes/inch) TEST ~UN BETWEEN ~I~ FT AND ? FT COMMENTS ~ 140~0 ~'~[__t-l~i~ J~ ~.~ ~ ~P~ ~3~ t'~, i~7~ N Development Services Department' "�� Phone: 907-343-7904 On -Site Water & Wastewater Section - Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel 1. D, 01816201 1. GENERAL INFORMATION Expiration Date: _ figgA i(� 2 � 0)) Complete legal description T1 2N R3W Sec29 NW4SW4NW4SW4SE4 PTN Location (site address) 13650 Old Seward Current property owner(s) Mailing address Real estate agent 2. TYPE OF DWELLING: Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 5 Day phone Day phone 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well Q Private Septic Q Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ 2 Waiver Fee $ Date of Payment 1 Z4 Zo21 Date of Payment Receipt Number O Z 9 Zci G Receipt Number COSA # 05 C 2-1 1 6 0 3 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. In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MoA COSA 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 year, and the water usage of the family being 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 of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore we cannot provide any warranty for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed above. Reliance on this report by another person is at their own risk. Pannone Engineering Services LLC highly recommends buyers hire their own engineer to evaluate this report. Name of Firm Pannone Engineering Services Address P.O. Box 1807 Palmer, AK 99645 Engineer's Printed Name Steven R. Pannone P.E. Phone (907) 745-8200 Date 2 1 C 7 Z.3 OF Ak ®� . y, 6. DSD SIGNATURE - ..... System #1 Approved for Jr bedrooms Steven P,. Ponn'6*rie� System #2 Approved for bedrooms 101cE i ��' Disapproved ���©0`��� Conditional approval for bedrooms, with the following stipulations: j4 -- Jo W `14SIVT SEK "_),�N By: �AnI X Original Certificate Date: 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 X Well Flow Advisory Other COSA Checklist blue sheet Legal Description: T12N R3W Sec29 NW4SW4NW4SW4SE4 PTN Parcel ID: 01816201 If more than 1 septic system on lot: COSA Checklist # 1 of 1 Structure served by this system 1 A. WELL DATA ❑ Well log is filed with Onsite (or attached) Date drilled 9/71 Total depth 250 ft Cased to 280 ft ❑ Sanitary seal is functioning correctly On Wires are properly protected Casing height (above ground) 18+ in. Date of flow test for COSA 4/22/21 Static water level at beginning of test 91 ft. Comments Well flow performed by First Water B. TANK DATA Age oftank(s) 111 27,0 years Tank type/material HOPE ptic -Measured operating fluid level in septic tank new ❑ Standpipes/foundation cleanout per record drawing Date of pumping new D. ABSORPTION FIELD DATA Deep Trench Which system tested (date installed) 11/2/21 ❑ ALL standpipes present per record drawing Total measured depth from grade 10.5 ft (max) Measured depth to pipe invert from grade 4.5 ft (min) ❑ N/A — pressurized field On Monitor tubes go to bottom of effective. If not, state depth into effective Well production at time of test 5+ gpm Water storage tank volume na gallons Well disinfected for coliform test? ❑ Yes M No ❑ Coliform bacteria is Negative Nitrate mg/L ❑ Nitrate less than MRL (ND) Arsenic 45.4 ug/L ❑ Arsenic less than MRL (ND) Collected by PES Date of Sample 11/5/21 C. LIFT STATION ❑ Required maintenance completed Age of lift station years Lift station material Comments: Adequacy test date new Results [Z]Pass For 5 bedrooms Fluid depth prior to test in Water added gal 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) _ date of test) Gallons introduced gallons If yes, enter date Comments/Deficiencies: COSA Checklist yellow sheet E. SEPARATION DISTANCES From Private well on Lot to: (Please enter distances if less than required or if community well) 0 Septic Tank/Lift Station on Lot > 100' if No ft Community Sewer Manhole/Cleanout > 100' 0 Yes if No ft ❑✓ Yes if No ft Neighboring Tank > 100' 0 Yes if No ft Private Sewer/Septic Line > 25' ✓0 Yes if No ft Absorption Field on Lot > 100' 0 Yes if No ft Holding Tank > 100' M✓ Yes if No ft Neighboring Absorption Fields > 100' 0 Yes Animal Containment > 50' [✓, Yes if No ft M Yes if No ft 0 Yes if No ft If septic tank is under driveway Manure/Animal Excreta Storage ? 100' Community Sewer Main > 75' MV Yes if No ft 0 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' Yes if No • Property Line > 5' 0 Yes if No ft Wells on Adjacent Lots: [Z] Absorption Field > 5' 0 Yes if No ft Private Wells > 100' 0 Yes if No Water Main > 10' 0 Yes if No ft Community Wells > 200' [-.71 Yes if No . Water Service Line > 10' 0 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' 2✓ Yes if No ft If absorption field is under driveway comment below Property Line > 10' 0 Yes if No ft Wells on Adjacent Lots: Water Main > 10' [Z] Yes if No ft Private Wells > 100' E✓ Yes if No Water Service Line > 10' 0 Yes if No ft Community Wells > 200' Q✓ Yes if No Surface Water > 100' Yes if No ft F. ENGINEER'S COMMENTS See well flow paperwork from First Water G. ENGINEER'S CERTIFICATION � OF A(,���� s I certify that I have determined through field inspections and review Cx`�'91 TH of Municipal records that the above systems are in conformance with MOA COSA in this date. guidelines effect on `annonee teven P CE 814u •w PFOFFSSO\"t C, ` COSA Checklist yellow sheet ft ft ft ft ft MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 907‐343‐7904 On‐Site Water and Wastewater Section Fax: 343‐7997 www.muni.org/onsite Mailing Address: P. O. Box 196650 * Anchorage, Alaska 99519‐6650 * www.muni.org Arsenic Advisory Certificate of On‐Site Systems Approval # OSC211683 Subdivision: T12N R3W, Section: 29, NW4SW4NW4SW4SE4 PTN A water sample revealed an arsenic concentration of 45.4 micrograms per liter (ug/L). The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 ug/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are based on existing health information and can therefore be used to gauge the relative quality of water from private wells. Information on arsenic is available from the On‐Site Water and Wastewater Program website (www.muni.org/onsite) or at 343‐7904. This advisory must be attached to all copies of the subject Certificate of On‐Site Systems Approval. Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@panengak.com 23 November 2021 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road P O Box 196650 Anchorage, Alaska 99519-6650 Subject: T12N, R3W, Sec 29, NW4SW4NW4SW4SE4 PTN Change of Bedroom Count Ladies and Gentlemen: The owner is selling the house and would like to increase the bedroom count on the system to accommodate a future addition the buyer may wish to construct on the house. We request a change in the bedroom count from the original permit from a total of four (4br) to five (5br). The tank and the field are both large enough to accommodate five bedrooms under the code. The original system operated for 43 years as a 4 bedroom and the replacement system has been lengthened slightly and widened by double due to the removal of existing biomat and should pose no trouble with increased capacity. If you have any questions or concerns, please contact me at 907.745.8200. Sincerely, Steven R. Pannone, P.E. F. ASCE, Owner/Civil Engineer T , 00 ,,0606096690,® ° STEVEN R. PANNONE CE - 8141 F 1111A� OFEss P� , ivlailing; P.O. Econ 1807, Palmer, Al<, 99645 Telephone: (907" 45-8200 FAX: (907) 7,15-820' First Water 13030 Sues Way, Anchorage, AK 99516 907-350-9566 / firstwaterAK@gmail.com November 8, 2021 ROSS & HOLLIE KENNEDY 13650 OLD SEWARD HWY. ANCHORAGE, AK 99515 RE: WELL FLOW —13650 OLD SEWARD LEGAL: T12N R3W SEC 29 NW4SW4NW4SE4SE4 The well flow test conducted on April 22, 2021 resulted in a water production of 5+ gallons per minute. The static water level was 91' prior to the test and the wellhead has a 2'+ stickup with sanitary seal and conduit. Attached are the CAN water results taken on April 27, 2021, which show elevated arsenic levels. Please contact us if you have any questions. Sincerely, Curtis Huffman, P.E. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 Parce[I.D. # CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING o18- 62:o HAA# 1. GENERAL INFORMATION Complete legal description NW4;SW4;NW4;SW4;SE4; Sec 29; T12N; R3W Location (site address or directions) Property owner Mailing address 13650 Old Seward Hwy Anchoraqe, AK Larry & Margaret Townsend Day phone. 13640 Old Seward Hwy. Anchorage, AK 99516 Lending agency Mailing address Day phone Agent Carol Butler/Remax Properties Dayphone Address ' 2600 Cordova St. Anchorage, AK 276-2761 Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: NOTE: Individual well Community well Public water Xx If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer NOTE: xx If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 'i/91) Front MOA#21 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 of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is 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 §~,ste, m i,s, jn corgpliance with all Municipal and State codes, ordinances, and regulations in effec~ ~l~ileV'~er2f~his inspection. Name ,-- .,, */~u~ Phone ¢~7-~/7¢ Address EngineeCs signature Alaska. Water & Wastewater C.ons?ltan~lnc. Shall be PAID ~ ,~'~9 or prior to, closing for the DHHS SIGNATURE Approved for T/-/~ E~ bedrooms, Disapproved. Conditional approval for bedrooms, with the following stipulations: Additional Comments By: ~£/~¢'/~'~-,~4..~ ~ ~f--'~, ~¢-~ ' Date The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DH HS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Municipality of Anchorage [;) ~ (' 121 ~!F F) (~.~ DEPARTMENT OF HEALTH & HUMAN SERVICE'~J- ''~ L i v ~ _ Environmental Services Division 825 L Street, Room 502 · Anchorage, Alaska 9~50~ · (907)J~-4'~4~909 ' Municipality of Anchorage Health Authority Approval Checkli~ept' Health & Human Services Legal Description:'~l~-,&] E',;3 ~/-.~C' 2 ~; ,U~'/5W~ k./I/J q A. WELL DATA Well type ~'1CJO..-~ If A, B, or C, attach ADEC letter. ADEC water system number Log prese&N)~/~_ .~' Date complete~ Total depth ,~q,- ~ ~,,) Cased to cL~oO~ Sanitary seal'tN) 7-~6~ ~ Parcel I.D.: FROM WELL LOG Casing height (above ground) Wires properly protected (Y/N) AT INSPECTION .Date of test Static water level Well production g.p.m. WATER SAMPLE RESULTS: Coliform Date of sample'. Nitrate ~' ~' m~.~/ Collected by: B. SEPTIC/HOLDING TANK DATA Date instal[ea /bf2~fT¢ Tank size ~Nueber of Compa~ments l~-- Cleanouts~N). Date of Pumping /Of/~f~¢ Pumper C, ABSORPTIO~ FIELD BA~A Date installed l¢*~/7~ Soilrating (g.p.d./E2o~'/bdrm~ /¢¢ Systemtype ¢~ Length ~0/ Width 30 Gravelthicknossbolowpipe &fl'¢/"¢e,Totaldop~'~''¢ Effective absorption area '72~ al'I-%Monitoring Tube present CN) ~ Depression over field (Y~ Date of adequacy test / ¢~/~/¢ ~ iesult~,¢il) ~0 ~ For Fo 6~ ~ bedrooms ~2~: ~,,5 ~1o~/.,~ ...... ~ Fluid depth in absorption field before test (i~ ~' ~media~ly affe~ gal. water added 0n.): Fluiddept~) ~" (ins) Minutes later:. //~ m,% Absorption rate = '~ ~ .g.p.d. Peroxide treatment (past 12 months)(Y~ ~[d~ ~'~ (~ If yes, give date /~/~ 72-026 (Rev. 3196)* ~ ~( ¢~ ¢ ~ (~ ~ ~ ~ ~ Date installed Size in gallo?~s Manhole/Access (Y/N) "Pum~ "Pump off" level at* High water alarm level et* ~ *Datum Cycles tested ~ E. SEPARATION DISTANCES Absorption field on lot Public sewer main Sewer/septic servi,ce line, SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot / / On adjacent lots On adjacent lots Public sewer manhole/cleanout Lift station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: ! Foundation <~ ,'/- Property line ~ "/- Absorption field Water main/service line I 4~ t../.. Surface water/drainage '-/" Wells on adjacent lots //.~)F~ -/- SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line I ,/~) '/" Building foundation ~ ~ '~ Water main/service line Surface water ~- ('.~ ~ .-/- Driveway, parking/vehicle storage area Curtain drain /[[Dk3 ..¢_ ~"Jq_O'(.z.)k"7 Wells on adjacent lots F, ENGINEER'S CERTIFICATION Signature Engineer s Name HAA Fee $. Date of Payment Receipt Number Waiver Fee $ Date of Payment Receipt Number 72-026 (Rev, 3/96)* MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 Parcel I.D. # 01 8 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING I ~,_nl HAA# ~::/'~(~L'/[ 1. GENERAL INFORMATION Complete legal description NW4;SW4;NW4;SW4;SE4;Sec 29; T12N; R3W 2-. Location (site address or directions) 1 3650 Old Seward Hwy. Anchorage, AK Property owner Larry & Marqaret Townsend Day phone ~45-0941 Mailing address 13640 Old Seward Hwy. Anchoraqe, AK 9951 6 Lending agency Day phone Mailin. g address // Agent Dav~ Aq~]inn/Jack White Real Est. .;Dayphone Address 563-55O0 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Unless otherwise requested, HAA will be held for pickup. 3 NOTE: Individual well xx Community well Public water If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: NOTE: Individual on-site XX Holding tank Community on-site Public sewer If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025(Rev. 1/91) Front MOA~21 STATEMENT OF INSPECTION BY ENGII~I~Et~ As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Alaska Wa~er & Was~ewatevx/1 NameofFirm COn_~,.]~..~, 'lr~.. /- ~ Phone EngineeCs signature (~ / ~ Dato ALASKA WATER & WASTEWATER C~~IN~ IS TO BE PAID ._.~CLOSING FOR ~VICES PERFORMED. DHHS SIGNATURE Ap.proved for Disapproved. -T' FII~EE bedrooms. Conditional approval for bedrooms, with the following stipulations: Additional Comments The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DH HS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES Environmental Services Division 825 L Street, Room 502 · Anchorage, Alaska 99501 · (907) 343-4744 Health Authority Approval Checklist LegalDescription: S~C.- ~c~ / '-f (~.iX, JI ~.'~ ) ~ ff l ~ ParcelI.D.: A. WELL DATA Well type Log present (~N) Total depth Sanitary seal ~) If A, B, or C, attach ADEC letter. ADEC water system number Date completed Cased to t:~ [~0 ' Casing height (above ground) j~ llj. Wires properly protected ~N) Date of test Static water level Well production FROM WELL LOG AT INSPECTION 90 g.p.m. g.p.m. WATER SAMPLE RESULTS: Coliform ~ Nitrate Date of sample: · /~ YY/~//-. Other bacteria Collected by: '-~', A, ~, B. SEPTIC/HOLDING TANK DATA Date installed ~4.U~-¢'/o/p&/:~ Tank size Foundation cleanout Date of Pumping So~Wr.~. Number of Compartments ~ Cleanouts (~N) Depression (Y~.~ /~',~(~ High water alarm (Y/~ /'~/~ Pumper [ E:A, C. ABSORPTION FIELD DATA Date installed /~o~'f) }0/2,~/~¢, Soil rating (g.p.d./fFor~ /r'~-~ Systemtype Length ¢O' Width ~O" Gravel thickness below pipe ~ ~ ~,Tota¢l Effective absorption area ~ ~ Monitoring Tube present ~N) Y Depression overfield (W~. Date of adequacy test IOll~/ ~a Results (~[ss/F~il)~o~S For ~ bedrooms ~ ~6 -tS,~ ~ ~xcv, ~35.95" Fluid depth in absorption field before test (in.);~ D~y ~ Immediately aflerOrOOgal, water added (in.): Fluid depth ~ ~'~ (ins) Minutes later: ~J~ ~. Absorption rate = + ~00 g.p.d. Peroxide treatment (past 12 months)(Y/~ ~o~ L,K~c~ If yes, Cvo data 72-026 (Rev. 3/96)* ~ ~b~7. Su~Q~% ~,~t, ~ Dateinstalled Iv / /' "'~~ ~~ Manhole/Access (Y/N) _~ "Pump off" level at* s tested - ~ E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot (0~ t{. Absorption field on lot [00 '4- Public sewer main ~/~ Sewer/septic service line 0~ ~ J- On adjacent lots t 04 '{- On adjacent lots Public sewer manhole/cleanout ~J/.'~' Lift station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: Foundation ~'~- Property line .~'g' Absorption field ~ ' '~E¢. "~1 Water main/service line Io"f' Surface water/drainage [Oo"f- Wells on adjacent lots Property line Surface water Curtain drain SEPARATION DISTANCE FROM ABSORPTION FIELD O,N LOT TO: /0 '-P ' Building foundation /~) '¢ Water main/service line / 0 /00 ",L Driveway, parking/vehicle storage area F. ENGINEER'S CERTIFICATION I certify that I h~.to~det~ Signature L Engineer's Name Date / Wells o~) adjacent lots i/dn ie~Si~eeCf~ocntSoanntdhirse;;~ of Municipa,~ HAA Fee $. Data of Payment Receipt Number 72-026 (Rev. 3/96)* Waiver Fee $ Date of Payment Receipt Number 7320 East Chester Heights Circle ~ Anchorage ,~ Alaska 99504 Phone (907) 337-6179 ~ Fax (907) 338-3246 Consulting Engineers October 21, 1998 Larry & Margaret Townsend 13650 Old Seward Highway Anchorage, Alaska 99516 Subject: Inspection of Private Well & Septic System at 13650 Old Seward Highway To whom it may concern: The subject lot has a 3 bedroom house on it which is served by a private well and septic system. The results of the field investigation and adequacy tests are summarized as follows: A. WELL: The static water level on 8/15/98 was 86.5 feet below the top of the casing (BTC). Water was pumped ~om the well at an average rate of 5.79 gpm for a total of 255 minutes (1476 gallons). During that period the level dropped a maximum of 18 feet (104.5 feet BTC). Based upon our test results, it was determined that the capacity of the well exceeds the Municipal requirements for a 3 bedroom house (450 gallons per day), and will continuously produce greater than 3 gallons per minute for 4 hours (as required for FHA financing). B. SEPTIC SYSTEM ADEQUACY TEST: The drainfield is a trench type system that is 2.5 feet wide, 60 feet long, and has an effective depth of 72 inches (720 square feet of absorption area). It was noted that the south sump only extends 16 inches below the drainpipe invert and the north sump only extends 39.5 inches below the drainpipe invert. The south sump was dry and the liquid was 13.5 inches below the invert in the north sump (26 inches of liquid standing in the pipe). Over a period of 140 minutes, 818.5 gallons was introduced into the trench, causing the liquid level to rise 9.75 inches. This corresponds to 83.9 gallons per inch. The recovery was monitored for 115 minutes, during which time the level dropped 4.5 inches in each sump, indicating an absorption of approximately 378 gallons. Based upon this data, it was determined that the absorption rate of the trench exceeds 450 gallons per day, as required for a 3 bedroom house. NOTE: The adequacy of a septic system is influenced by numerous factors, including, but not limited to, seasonal surface water infiltration, groundwater variations, septic system maintenance (frequency of septic tank pumping, usage of biological additives), condition of drain pipe and pipe joints (which can be damaged by seismic activity and deteriorate with age), type of substances deposited in septic system (cigarette butts, sanitary napkins, misc. objects), and the amount of water being introduced on a continual basis. Consequently, the results of this adequacy test are only valid for the specific day of the test. Furthermore, because of the limited nature of this investigation, it is possible that there are hidden defects which may not have been detected No warrantee is made regarding the future performance of this well or septic system C. FIRST CLEAN-OUT ON SEPTIC TANK NEEDS TO BE REPAIRED: The clean-out to the first septic tank is loose and can be pulled out by hand. This should be repaired, and we should be contacted for re-inspection. If you have any questions, please contact me at 337-6179. Sine J , ~.E., M.S. c.c Jack White Real Estate, Dave Aquino APPLI , ,NT FILLS OUT UPPER HA ONLY ¢'~0perty~wnerpo¥ J~ ~-0 ~ J'~-O~ ~ Pho~e Address Zip Code Realty Co. & A~nt Phone ~.~t~ I~ ~Y ~ip Code Address ~ Mulliple Family NO. of Bedrooms Water Supply ~- Individual A~AOH WELL LOG. A w~l log is required for all wells drilled since June 1975. ~ Community For wells drilled prior to lhat date, give well depth (aUach log il available). ~ Public Utility Sewer Disposal Individual Year Individual Installed: Public Utility When Connected 1o Public Utility: ~ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSING CAN BE INmATED. Time Time Time Time Date Date Date ate Inspector inspector Inspector Insp~/or ~ ~P~O~EE BEORSO~S 'CONDITIONS OF APPROVAL ( ) DISAPPROVED Soils Rating Date ~wer Installed Well To Absorption Area t+ ( ) (; ? Well Log Received aE.~;, ESTATE CONTRACT ~OOK ' ' '~"'"~-~ - ~n D{~tr~¢t ~kncho~ag¢ ~e~ordl g ~s ~eement, ~e ~d entare4 ~to t~s 21st ~Y of A~st 1562, by ~ between ROY ~. ~O~SON ~ M0~A R. JO~SON, husb~ ~ wife, of Sol~ot~, ~as~, p~ties of the f~st p~t, he~ei~fte~ ~efe~e~ to as the Sellers, ~d ROY B. J0~SON, ~., ~d ~A L. J0~SON, husb~d ~d wife, with J~t ten~cy with ri~t of s~iVOrS~P, of ~chor~e, ~s~, p~t~e~ of the second p~t, harei~fte= ~efe~ed to ~s the p~sc~ars, WITNESS~: That the sellers, for and in consideration of the payment of the sum of NIN~'~t~N THOUSAND TWO ~ SEVENTM DO?.~S ($19,270.00), lawful money of the United States 9f America, and in ancordsmce with the tez~ns and conditions as hereinafter ~t ~f~ ~e~eby agree to sell and convey, and the purchasers agree to purchase and p~y for, all that tract of land situated in the Anchorage Recording P~ecinot, Third Judicial Division, State of Als~ka, and more pat~ioula~ly described am follows: Beginning at the General I~nd Office monument, Section I ~"' Oo~ner Twenty-nine (29), Twenty-eight (28), ~L~ty-two! Range Three (3) West of the Seward Maridi , 89° 59' West along the section line commdn to Sections 29 and $2 a distance of 1845.14 feet to the intersection of said section line and the cente~ line of the Anchorage Seward Highwy; thence North 55° 11% 56" West a distance of 575.40 feet to the AR0 PI Station 456 plus 14.6S thence No~th 33o 09' 06" West a distance of 514.6 feet to the ARC Station 451 plus 00S thence South 56° 50' 54" WeSt a distance of ~5 feet to the 0ernst ~1, and point of beginning; thence South 560 50' 54" West a distance of 200 feet to Corner #2; thanes No~th ~o 09' 06" West a distance of 200 feet to Corner #5; thence North 560 50' 54" E~st a distance of 200 feet to 0omar ~45 thence South 55° 09' 06" East a distance of 200 feet to Corner #1 and point of beginning. Said parcel of land contai~ug 0.918 acres and is situate in the Anohora~ Recording Precinct, Third Division, State of Almek~. Togethar with, all and singulan, the tenements, hereditaments and appurtenances thereunto belonging er in anywise appertaining.