HomeMy WebLinkAboutHERITAGE HILLS BLK 2 LT 2Mark Begich Mayor Development Services Department Pudding Safety Division va to r ogr i' �`it?. �til/�G'2i & Wastewater f'lat2r � yi u!n 4700 Bragaw Street .-. P.O. Box 395650 Anchorage, AK 99519-6650 n•wl4 ffNni ,f9 kn5i is (907)343-7904 Pump Installation Log Well Drilling Permit Number: SW_ Parcel Identification Number:_ Date of Issue: Legal Description / Property Owner Name & Address: ravi. r . Pump Installation Date: J 1 j 3 Pump Intake Depth Below Top of Well Casing: Zit) feet Pump Manufacturer's Name: k e - S t "I. J Pump Model:$ J E Pump Size >/y hp Pitless Adapter Burial Depth: !L feet Pitless Adapter Manufacturer's Name: Pities Adapter Installer: Well Disinfected Upon Completion?p Yes ❑ No Method of Disinfection: Comments: Anchorage Pump & Well Service Pump Installer Name: 330 East 76th Avenue Anchorage, Alaska 99618 Phone: 907-243-0740 Fax- 907-243-0742 Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. Municipality of Anchorage Page 1 of 2 DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW000025 PID Number: 015-221-10 Name:FRAN MAUER Wastewater system: ❑ New ■ Upgrade Address: 791 REDPOLE LANE FAIRBANKS, AK 99712 ABSORPTION FIELD Phone: (907) 445-6829 No. of Bedrooms: 4 ❑Deep Trench ❑Shallow Trench ❑Bed ❑Mound 11 Other LEGAL DESCRIPTION Soil Rating: Total Depth from ginal grade: GPD/Sq. Ft. Ft. Lot: Block: Subdivision: Depth to pips bottom from original grade: Gravel pth beneath pipe: 2 2 HERITAGE HILLS Ft, Ft. Township' Range' Section: Fill added above original grade: Gravel length: — — — G Ft. Ft. WELL: Gravel width:Number Z<__*`�"' of lines: Distance between lines: I -]New ElUpgrade Ft Ft. Classification (Private, A,B,C): Total Dept • Cased To: Total absorption a: Pipe material: Ft. Ft. SO. Ft. Driller.`S`\N Date Drilled: Static Water Level: Installer. Date installed: X 2 Ft. EAGLE MTN. EXCAVATING Yield: Pump Set At: asing Height Above Ground:GPMFJC TANK Ft. SEPARATION DISTANCES ❑ Septic ❑ Holding ■ S.T.E.P. To Septic Absorption Lift Holding Public/Private Manufacturer. ANCHORAGE TANK Capacity in gallons: 1500 From Tank Field Station Tank Sewer Lines Well 100'+ - - - - Material: STEEL Number of compartments: 2 Surface Water 100'+ - - - - LIFT STATION dine - Size in gallons: Manufacturer. 5'+ - - - 1500 ANCHORAGE TANK/ORENCO PRODUCTS 5'+ 'Pump on' level at: Pump off level at. High water alarm at, Foundation — — — — 42" 42'p 46" Curtain Pump Make k Model: Electrical Inspections performed by: Drain NO KNOWN 20—OSI-05—MIF: *SEE REMARKS Remarks: NO ELECTRICAL INSPECTION REQUIRED. BENCH MARK Location and Description: CONNECTED EXISTING WIRING FROM OLD LIFT STATION TOP OF MANHOLE LID TO NEW S.T.E.P. TANK. EXCAVATOR INSTALLED STANDARD BURIAL TANK RATED Assumed Elevation: 100.00 ENGINEER'S SEAL FOR 4 FEET OF COVER WITH A SAFETY FACTOR OF 2. AFTER SETTLING aoo�00p _o Do �., •• ••A. �� �O a COVER SHOULD BE ABOUT 6 FEET. Inspections performed by: AWWC, INC. Dates: 1st 3/4/00 .......... .. ............0� 2nd 3/6/00 D r.Q..Q • .e • a A. Garness: �009,s Department of Health and H m n Services approval ' '•.. —7953 •.: �cQQ� Reviewed and approved by: Date: 4 - /2-00 �DQO �ofessloo 72-013 Rev. 9/91) MOA 25 000000 PERMIT NUMBER: SW000025 AS-BUILT DRAWING PARCEL ID NUMBER: 015-221-10 1/ I 11 I I 11 EXISTING DRAINFIELDS \ / 1 J� O� EXISTING\ NEW 1500 GALLON LOT 3, BLOCK 2, ^po 4 BEDROOM S.T.E.P. TANK / HERITAGE HILLS HOUSE \ \/ �I I 1OV' WELL RADIUS I� / NEW 1500 GALLON S.T.E.P. TANK A B PINK- GKN7E -100.53 100.71 fOP OF MAN HOI.i un -100.00 ST1 35.9 30.4 511 5(2 MN ST2 38.6 30.8 MH 39.4 31.2 for or T" Af Oltfl C'f - 95.70 NSW I50n0 GAI.I.ON OF 5,T,� f fAW KM; TM 5 f Af INLf 95.0 Af INLEt 93,13 . WTHIN 0,06 FEET OF I. wV . DATE: 3/24/2000 �do6oOp� o F X04 DRAWN BY: ALASKA WATER & W.ASTEWATER J.w.M. SCALE: 1 " = 40' CCN L NSINC • - 6901 DEBARR ROAD, SUITE 2B AN CHORALE, AK 99504 `PHONE (907)337-6179 FAX (907 )338-3246 Q ,• _ , yY 0 .......................... O O D .. • • . • ........... P PREPARED FOR: PHONE NUMBER: PAGE NUMBER: FRANK MAUER (907) 455-6829/456-0519 2 OF 2 Q ' Jfr A..G ness. DO m •' -7953 0Q0 4pOf�'•••..•.....• LEGAL DESCRIPTION: HERITAGE HILLS SUBDIVISION; LOT 2, BLOCK 2 ,.••'• A��p� 0 neo' p • • p\ �o ���OO000�a�� TYPE OF WORK: AS-BUILT OF S.T.E.P. TANK UPGRADE 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 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Mar 03, 2000 Expiration Date: Mar 03, 2001 Permit Number: SW000025 Parcel ID: 015-221-10 Legal Description: HERITAGE HILLS BLK 2 LT 2 Design Engineer: 0041 AK Water & Wastewater Consultant Site Address: 005421 131 STAVE E Owner Name: FRAN MAUER Lot Size: 18600 SQ. FT. Owner Address: 5421 E 131 STAVE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE , AK 99516-2353 This permit is for the construction of: EI Disposal Field 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. Received By: Issued By: Date: Date: -5-3-00- ALASKA WATER & WASTEWATER CC)NSULTANTS, INC. March 1, 2000 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: S.T.E.P. Tank Upgrade for Lot 2, Block 2, Heritage Hills Subdivision To whom it may concern: The existing 4 bedroom house is served by a private well and septic system. The existing septic system consists of a 1500 gallon S.T.E.P. tank and 185 feet of drainfield. The 1500 S.T.E.P. tank is currently leaking and the homeowner would like to replace it. We are proposing that a new 1500 gallon S.T.E.P. tank be installed in the same area as the existing septic tank. The contractor is to field verify that the new tank will be installed outside all 100 foot well radii. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact me at 337-6179, or 244-9612. Thank you for your assistance. A Jeffije VTCJarnesrV; E., M.S. NOTE: Attached is a site plan drawing, a design drawing, and a 3 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B — Anchorage, AK 99504 — Ph: (907)337-6179 — Fax: (907)338-3246 NOTE: THIS DRAWING WAS DRAWN FROM MOA RECORD, INSPECTION REPORTS, AND AS—BUILT SURVEYS. A.W.W.C., INC. IS NOT RESPONSIBLE FOR ACCURACY. i TRACT D, HERITAGE HILLS NO ENCROACHMENT CONCERNS EXISTING SEPTIC SYSTEM (SEE DESIGN, PAGE 2 OF 2) ®----- -.— -..--------------.-.—.-. - --------- - LOT 6, .cam--� co HERTAGEBIOLLS S/D //CK 3,/�� / s \\ \\\ / \\ J / ay ` \/ LOT 3, BLOCK 2, _ HER r S/D \ z I 2 1 0 1 1 v 100' WELL RADIUS WELL RADIUS I Q o I U LOT 5, BLOCK 3, Q EXISTING I— F HERITAGE HILLS S/D Q `\ _ `4 BEDR M— / / w `� EAST 131st AVENUE E U 0 I Z LOT 4, BLOCK 3, I W I ~ HERITAGE HILLS S/D ry ! Q cy- LOT 3A, BLOCK 1, i HERITAGE HILLS S/D Q LOT 3, BLOCK 3, ! Lr_ HILLS S/D i ( I W -, LOT 2, BLOCK 3, LOT 7, BLOCK 1. LOT 2, BLOCK 1, HERITAGE HILLS S/D ` ( HERITAGE HILLS S/D HERITAGE HILLS S/D ALASKA WATER AND WASTEWATER CONSULTANTS, INC. 6901 DEBARR ROAD, SUITE 2B. ANCHORAGE, AK. 99504 PHONE: (907) 337-6179/FAX: (907) 338-3246 LEGAL DESCRIPTION: �' •., /s`,r��Jr HERITAGE HILLS SUBDIVISION; LOT 2, BLOCK 2, Cl) TYPE OF WORK: SITE PLAN FOR LIFT STATION UPGRADE /... ... ..........� PREPARED FOR: PHONE NUMBER: f •.. G• nesse DATE RAN MAUER DRAWN BY: scALE: (907) 455-6829/456-0519 Jr��1��E-7•• 3 ,.•,•Ac r 3/1/2000 J.L.M. 1 = 100' 1 OF 2 I'& 3/11/2000 10' UTILITY EASEMENT EXISTING DRAINFIELDS 0 Co—MT MTo CO MTo CO ----� CO CO MH _ Co O-L \ \ \ EXISTING 1500 GALLON \ S.T.E.P. TANK TO BE \ REPLACED WITH A NEW \ \ \ FCO \STOANK (SEOE NOTE)P 1 �J u �P EXISTING 4 BEDROOM HOUSE apo � X � 1 1 I I NOTE: THE HOMEOWNER SHALL SUPPLY THE ENGINEER WITH A AS—BUILT SURVEY PRIOR TO DOCUMENTING THE SEPTIC UPGRADE. THE I CONTRACTOR SHALL FIELD VERIFY THAT THE NEW 1500 GALLON LIFT STATION WILL BE I PLACED OUTSIDE ALL 100 FOOT WELL RADII. ALASKA WATER AND WASTEWATER CONSULTANTS INC. ' 4 6901 DEBARR ROAD, SUITE 32. ANCHORAGE, AK. 99504 c nn �'` �• O.. PHONE: (907) 337-6179/FAX: (907) 338-3246 ! ;•' •�suo •' '• 00 ��D LEGAL DESCRIPTION: HERITAGE HILLS SUBDIVISION; LOT 2, BLOCK 2 - TYPE OF WORK: .•.• ••• . ...... •:� D DESIGN OF LIFT STATION UPGRADE .. ..• •....... y . arness: Q�4% •'•. CE-7953•'• PREPARED FOR: PHONE NUMBER: FRAN MAUER (907) 455-6829/456-0519 �O� U4�re•.••'"""''•.•�o� ��Opr 0 DATE: 3/l/2000 DRAWN BY: J.L.M. SCALE: 1 = 20' PAGE: 2 OF 2 000���� DEOMUNICIPALITY OF ANCHORAGE TMENT OF HEALTH AND HUMAN SEROS a 3 / `M M Environmental Health Division "L" 1 LB& h t 0 825 Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTA jP.I ?t WNOZllAN3 Name DIST44 /vi Ke y�'rlKes C�� AECS /nr b' �O AiIIWIDINl1W TO FROM SEPTIC ABSORPTION WELL Address /god W 33``t Ave Anc4cor 7a AK FIELD WELL JTANK Phone(s) Permit No. No. of Bedrooms 67-6 - S ©`i 0 8 6 6 3 s- cj I IL LEGAL DESCRIPTION LOT LINE y 0 10. /0 Lot Z Block Z Subdivision FOUNDATION Township. Range, Section Z �' AS -BUILT DIAGRAM (Show location of well, septic system, property lines, foundation, driveway, water bodies, etc.) TANKS WOO o L SEPTIC ❑ HOLDING p T iL Manufacturer Capacity in gallons ` T Material d No. of Compartments RO �7Tvv Z ^ TYPE OF SYSTEM ❑ TRENCH ❑ BED I W. DRAIN ❑ OTHER Depth to pipe bottom from total depth from original grade 2S original grade ,L FT L S' FT yy Fill added above original grade Gravel depth beneath pipe G ~ 17 FT -30 0 it FT j S Gravel length Gravel width /Ss-�6uf r'eW''f 0,114y S "1 :73) FT FT To Total absorption area I Distance between linesj` /3s-( tt77G SQ FT / � ` FT Number of lines Sal rating Pipe material 3 V2 SQ FT CI Pe/0 D3 osY Installer Date Installed tc-Y /u /c -G 1fY6 o' e WELLS PRIVATE ❑ OTHER (Identifv) Classification (A,B,C) Total Depth Cased to Installei Date Installed: FT FT C REMARKS: DntyW / w,f� c-rs�,'� �i c.ySe. �a J fv[�1c/, c✓rn1 / Scale: /V 7S ENGINEER'S SEAL Inspections Performed by. Tk, ti 3 �� S:• ��nx, SECS —f Date. 4) ±S6 certify that this inspection was performed according to all Municipal and State guidelines in effect on this date: Health Approval: Date: De artment A '""�' 2-Z-19 p -V 10 to/0j) a INSPECTI01%EPORT IIMUNICtPALITY OF ANCHORAGE, BUILDING SAFETY DIVISION 3500 EAST TUDOR ROAD INSPECTIONS (907) 563-3464 ADMINISTRATION (907) 786-8301 NAME C '' ^ —/ ` ` / PERMIT NO. f V STREET DRESS l J T / PHONE LOT / BLOCK / �� SUBDIV. �` '/ l G t/ DATE FOOTING ❑ ELEC. TEMP. ❑ PLBG. UNDGR. ❑ FOUNDATION ❑ ELEC. SERVICE ❑ PLBG. ROUGH ❑ BOND BEAM ❑ ELEC. ROUGH ❑ GAS TEMP. ❑ FRAMING ❑ ELEC. FI A ❑ GAS ❑ INSULATION El OTHER MECHANICAL ❑ SHEETROCK ❑ t. % U MECH. FINAL ❑ STRUC.FINAL El FIRE FINAL E] PLBG. FINAL El OT ❑ ZONING ❑ OTHER ❑ NO NONCOMPLIANCE OBSERVED ❑ CORRECTIONS ESSENTIAL AS EXPLAINED BELOW ❑ WILL REEXAMINE AT NEXT INSPECTION ❑ DO NOTCONCEAL UNTIL REINSPECTED COMMENTS a!s. INSPECTOR DAT WHEN CORRECTIONS ARE MADE, PLEASE CALL FOIfINSPECTION DO NOT REMOVE TPIS NOTICE 84-002 (Rev. 10/86) ` municipaPity� °.O*X 196650 ANCHORAGE, ALASKA 99519-6650 r I (907) 264-4111 Anchorage / TONY KNOWLES, MAYOR DEPARTMENT OF HEALTH & HUMAN SERVICES January 9, 1987 A.E.C.S., Inc. 1200 West 33 Avenue, Suite B Anchorage, Alaska 99503 Subject: Lot 2 Block 2 Heritage Hills Subdivision On-site Sewer Permit #860359 Mike Hinkes Property A permit issued by this Department for an individual well and/or on-site sewer system has expired as of December 31, 1986. Permits are issued on a calendar year basis by authority of Municipal Ordinance. A new permit must be obtained from this Department for any well and/or on-site sewer system not installed by the expiration date. If you have drilled the well, a well log needs to be sent to this Department for documentation of the installation and to close the permit. If a private engineer inspected the installation of the on-site sewer system the original as -built inspection report (three part form) must be sent to this office for review and approval, and for documentation. If there are any further questions, please call this office at 264-4744. Sincerely, R.W. Robinson Program Manager On-site Services RWR/ljw enc: copy of permit �,�� ����� �- PERMIT NO: 860359 ENGINEERED DESIGN DATE ISSUED: 09/18/86 APPLICANT: MIKE HINKES ADDRESS: 1200 W. 33RD AVE. STE B ANCHORAGE, AK 99503 CONTACT PHONE: 561-5040 LEGAL DESCRIP: SUBDIVISION: HERITAGE ]�_\LOT: 2 BLOCK: 2 SECTION: 22 TOWNSHIP: 12N RANGE: 3W L8T SIZE: 16500 (SQ.FT. �R ACRES) I certi{y tha�� 1. I an familiar with the requirements {or on-site sewers and wells as set {orth by the Municipality o[ Anchorage (MQA> and the State o{ Alaska. 2. I will install the system in accordance with all M8A codes and regulations, and in compliance with the design criteria o[ this permit. 3. I will adhere to all MOA and State o� Alaska requiremhe set back distances fron any existing well' wastewater disposal system or public sewerage system on this or any adjacent or nearby lot. IF A LIFT STAlION IS INSTALLED IN AN AREA COVERED BY MOA BUILDING CODES, THEN (1) AN FLECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2) AS-BUILTS WlLL NOT BE APPROVED WITHOUT AN ELECTRICAL INSPECTION REP8RT; AND (3> THE ELECTRICAL WORK MUST BF �n�F RY 4 | 7cFmqFn F/FrTnrrr�m ISSUEU BY DATE: ................. ..... ..... .... _____ ^«�_~~` -- ' PERFORMED FOR: i'"ii`I'- LEGAL DESCRIPTION: bEP 1 s 2 iK 3 4- 5 5 6 7 8- 9 9 10- 11 I 12 I 13 14 �r I 15 16 17 18- 19- 20- 0 8 19 20 of AORAGE DEPT. OF HEA ENVIROWENTAL p TIO (ENGINEfiS SEAL) SSP 1 6 Municipality of Anchorage 0 DEPARTMENT OF HEALTH & HUMAN RT)al 825 "L" Street, Anchorage, Alaska 99 V E D SOILS LOG - PERCOLATION TEST" "1If— - DATE PERFORMED: -� 7 A�j 1 i fff I!s :� G z Township, Range, Section: �, ; i2;v,e 3; SLOPE SITE PLAN :9 131, WAS GROUND WATER ENCOUNTERED? 11 C S IF YES, AT WHAT L O DEPTH? P S-riti &r-� on epi it E Depth to Water After bvt toot e "ca " to Monitoring? Date: i Z !-t I:I Reading Date Gross Time Net Time Depth to Water Net Drop Z y Ati /! i� . S -':i- -- PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER 6 TEST RUN BETWEEN r' S h FT AND 'S L— FT r COMMENTSC+VL`% i meted G�7 3! rnn j;�. / ,�0 ( jj2/72•Th � /z G2fcf »PS i creaS';1S(1 S+/h/ jLv,T', 2- 'a I '— ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFEC ON THIS DATE. GATE: /7 QP 7- / `� Z 72-008 (Rev. 4/85) eq 7 3 t . PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER 6 TEST RUN BETWEEN r' S h FT AND 'S L— FT r COMMENTSC+VL`% i meted G�7 3! rnn j;�. / ,�0 ( jj2/72•Th � /z G2fcf »PS i creaS';1S(1 S+/h/ jLv,T', PERFORMED BY: t CS 5 d'E " T! I '— �'���' CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFEC ON THIS DATE. GATE: /7 QP 7- / `� Z 72-008 (Rev. 4/85) eq 7 e Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: i;L 7- PT 4 ti 2 ! 4-- 3 - >3 Ii I 0 � 4 5'�! I ' 6116 I � ! 7 !� 8 9 7-1sr Z. (ENGINEER'S SEAL) DATE PERFORMED: Township, Range, Section: r�__ , i -(-J, N ,< 3� '/ ei7` 7 - SLOPE SLOPE SITE PLAN -1F, 10 WAS GROUND WATER ENCOUNTERED? he 11 s IF YES, AT WHAT L O 12 DEPTH? P E Depth to Water After 13 Monitoring? Date: 14 15 16 17 18 19 20 Reading Reading Date Gross Net Depth to Net Time Time Water Drop I I PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER u TEST RUN BETWEEN FT AND FT COMMENTS,: PERFORMED BY: , j; i <:- f I ���'"� �'""-`` CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: — 2 72-008 (Rev. 4/85) 7_ .� \ � (ENGI EER'S SEAL) •, Municipality of Anchorage . J DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 r, SOILS LOG — PERCOLATION TEST {� PERFORMED FOR: DATE PERFORMED: LEGAL DESCRIPTION: J-�r 4ajc A01 Z L z Township, Range, Section: zZ T, 2NR3w— Tey f ,3 �PT SLOPE SITE PLAN F Efr 1 f c orj a,v, I i I 2 3 L u . �G s"Ine : !4s 4 5 6 7 I 8 9 10 WAS GROUND WATER 'C (— ENCOUNTERED? ^ 11 s IF YES, AT WHAT L 12 DEPTH? O P E 13 Depth to Water After Monitoring? Date: 14 t I 1 lest }' 15- 16 17- 18- 19- 1)n 7181920 Reading Date Gross Net Time Time Depth to Net Water Drop 12,3 /2Y 68" of PERCOLATION RATE 2 6� (minutes/inch) PERC HOLE DIAMETER dc. TEST RUN BETWEEN FT AND FT COMMENTS S��' i`S �isu fa 6 /e orgy 1 • % V'4 h., s y s PERFORMED BY: /%C CS 57 R 6 2 / IG CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT THIS DATE. DATE: __ Z-7 72-008 (Rev. 4/85) G� ALASKA ENVIRONMENTAL CONTROL SERVIM INC. 1200 West 33rd Aven , Suite B ANCHORAGE, ALASKA 99503 (907) 561-5040 JOB 4L SHEET N0. OF CALCULATED BY Z>L r DATE CHECKED BY SCALE DATE 121 30 63-7 2- 3-Z- 33 S bs PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER 6 I TEST RUN BETWEEN —5L2-- FT AND -3 FT Reading Date Gross Time Net Time Depth to Water Net Drop -8 //-36 6S /3 /2 66 70 / z 36 .63 '0-7 Z3 '7-1 lo6 30 d>S •b7 PERCOLATION RATE' (minutes/inch) PERC HOLE DIAMETER �! - . TEST RUN BETWEEN 3 yFT AND FT Reading Date Gross Time Net Time Depth il Wate Net Drop ,St f 3 S 3 ,:sloon /3 /oor 3 a z 603-)- 3° •/1 J ` G z 3 6111 PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER It TEST RUN BETWEEN z FT AND 3 FT ALASKA ENVIRONMENTAL CONTROL SERVIS, INC. 1200 West 33rd Ave Suite B ANCHORAGE, ALASKA 99503 (907) 561-5040 JOB iii }a y"//S 5 Z L Z SHEET NO. OF J CALCULATED BY DATE Sept CHECKED BY DATE Reading Date Gross Net Time Time Depth to Net Water Drop q -$-g6 /O.s-� -6o // Z;7- 30 y.,rr .GU 6 o PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN 5 FT AND FT -uZ I Reading Date Gross Net Time Time Depth to Net Water Drop -6o PERCOLATION RATE % 6 D (minutes/inch) PERC HOLE DIAMETER 11L TEST RUN BETWEEN 2- FT AND Z FT ALASKA ENVIRONMENTAL '• CONTROL SERVIIS, INC. • 1200 West 33rd Ave Suite B ANCHORAGE, ALASKA 99503 (907) 561-5040 JOB Z - SHEET N0. OK' CALCULATED BY__ DATE CHECKED BY SCALE DATE Reading Date Gross Net Depth to Net Time Time Water Drop S_ _ 0 0 3 PERCOLATION RATE 6 G (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ' Z FT AND FT PERCOLATION RATE (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT ALASKA ENVIRONMENTAL CONTROL SERVIS, INC. 1200 West 33rd AvenM, Suite B ANCHORAGE, ALASKA 99503 (907) 561.5040 JOB I -c'-/ 2 - SHEET NO. OF CALCULATED BY DATE CHECKED BY SCALE yo DATE . . ......... . ... ....... .... ... . ..... T .. . .. .. . ..... .. .... .... ..... ... .. at**" 66 .. . ... ...... -1- .11 . ....... I ............. -A :1. - -w GARB -HD -I r?TER ANCHORAGE AREA BOR#GH ARTMENT OF ENVIRONMENTAL QUALITY 3500 TUDOR ROAD ANCHORAGE, ALASKA 99507 279-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM MAILING2 NAME �G�G'' C- /1�� �� 'O//� ADDRESS.re �X� ��� ��/� PHONE. -777 LOCATION /����✓%�/4/�/ > �. ✓� LEGAL DESCRIPTION a=. �45/ ...Z /or- �%%i01%4L1- SEPTIC TANK: „ ��''-�'��' NUMBER OF DISTANCE FROM WELL _ MATERIAL-S'��-� COMPARTMENTS LIQUID LIQUID CAPACITY ��i' GALLONS. INSIDE LENGTH —INSIDE WIDTH 4— —DEPTH SEEPAGE SYSTEM: SEEPAGE PIT: NUMBER OF PITS /—OUTSIDE DIAMETER L/ OR WIDTH LENGTH % /, DEPTH LINING MATERIALDISTANCE FROM WELL BUILDING FOUNDATION, NEAREST LOT LINEs�P'— W, 3& ~ . TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) �� SQ. FT. TILE DRAIN FIELD: DISTANCE FROM WELL NUMBER OF LINES ABSORPTIOKAREA /- 11114- STANCE BETWEEN LIN SQ. FT. LENGTH OF PkACH LINE TOTAL LENGTH NEAREST LOT LINE OF LINES— DATE INES TRENCH WIDTH IN. TOTAL EFFECTIVE DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE WELL: r�'��'�'d`�'G � a_-� DISTANCE FROM WATER T Y P DEPTH -BUILDING FOUNDATION. SAMPLE L— NEAREST NEAREST 6_� SEPTIC SEEPAGE -_OTHER LOT LINE SEWER LINE , TANK SYSTEM CESSPOOL �� , SOURCES DIAGRAM OF SYSTEM DISTANCES s�vw DATE/i� APPROVED c G.A.A.B. { t rs� ; NAME OF APPLICANT INSTALLATION LOCATION LEGAL DESCRIPTION _ CATER ANCHORAGE AREA ?OUGH DZPARTMENT OR ENVIRONMENTAL. '4uAL-,TY 3300 TUDOR ROAD POUCH'6 6D0 - ANCHORAGE. ALASKA 99502 TELEPHONE 279-8686 SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT co,p s1: - Ie tz �% Z MAILING ADDRESS 2166 PERMIT NO. { ?- 3 7'' HONE j OR. LICENSED DESIGNER i —mi it T i—mi i ,. m rnmiL-InN WITH THE REQUIREMENTS OFT GREATER ANCHORAGE AREA BOROUGH ORDINANCE w•�� 2868 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. / J 2 3 APPLICANT'S SIGNATURE! A / t I i71~��TER r.r.i:^r, r,ot�ouc EA 7`: • 327 EAGlei. SI REEr+ ANCHORAGE'$ ALASKA 99501 i`�t`T`:" r JY. P rf"orm-cd ormcd , Lt�j- Dcscrirtion: Lot � Slock .,ubd inion r• This rcr,�, Reports a:Soils Loi; ✓ t'ercolatib"n ";es Der•th rec Z Sol- C"I ar aC—LGT`ist1Cs a✓, e n, u Fv� �, R{t i'r c; t_ W/ -T-r. Q-� t Lx 'S titi" t L-'rIj S Clz, tiatia • '� nT.l n is /.9, 141 _ •� G.AK IS- LT. t3 K^Li. CC`•n.'1 A-bA.`� ��—'�� Location Sketch V;e 'rias Ground slater Encountered? � °o �� � � i i f�_f f Yes. At ghat Depth _ F f � ReaGin- Date Gross i ime � Net Tii,18 � Depth To H2O � icer Drcr { C$ 1• i is F 4 •�1 ' Jam-~ ^J✓ 3,:d InStallatio�: Seepage Pit ✓ Drain Field Jc•G•Gi, Of I;,let Depth To Bottom Of pit Or Trench COid•..,.:i:5.rti;<.•C;'al- ��'}, l:.cJ+L -�, ti@.t rNV- Ij rx Test 'erformed 83; Data Cor tiled By:_ Dates: � n Development Services Department Building Salety Division On -Site Water & Wastewater Program 4700 Bragow Street P.O. Box 196650 Mark Begich .anchorage, AK 99519-6650 I Mayor www.muni.orci/onsite (907) 343-7904 ,A. Pump Installation Log Well Drilling Permit Number: SW Date of Issue: lids`) Parcel Identification Number: Legal Description P e, V ; --k eA. 9,el ; i�� Pump Installation Date: Pump Intake Depth Below Top of Well Casing: �2A%Veet Pump Manufacturer's Name: Prty 4rOwnVr Name & Address: — //Awl /.2 / X /3/ Pump Model: 95/4 Pump Size -9/y hp Pitless Adapter Burial Depth: /0 feet Pitless Adapter Manufacturer's Name:�NIVA40/— Pitless Adapter Installer; f1l//¢ Well Disinfected Upon Completion?A Yes ❑ No Method of Disinfectio CSC Z Com ents: Pump Installer Name: At r-.Ih Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. 6. 0 F AtA C OpAGS rplj I., -log o . -1 Type of facility 6f T. PR 71 No. Bdrms. 8. NW�AENTA Type of Supply., Public Utility Individual G TER ANCHORAGE ent of Environmertal AREA BOROUGH Quality presently served Anchorage, Alaska' 995'32' 4-5-61 If Indryv-cual, de a.h of well 9. REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & "WAJER FACILT-IES Individual (on-site) If individual, date of installation Type of rn s p ec t i 0r, V A CONY 2. Property Owner' !L� Mai 7 a 6ing Address: Li - x Day Phone 3. Name of Buyer: Mairing Address.- Day Phone 4. Name c f L e n d i �n 9 1 n, s t i t- �U t- 11 en. Mailing Address.- P 'r, o n e 5. Name of Rea" _dor or �,g,,ant: /�4 Mailinc Address Phone: 6. Legal Description _4 Lort cation: 7. Type of facility to be inspected: 71 No. Bdrms. 8. Water Supply Type of Supply., Public Utility Individual If Ind ivIdual , number of dwellings presently served If Indryv-cual, de a.h of well 9. Sewage Disposal System Type of System,. Public Utility Individual (on-site) If individual, date of installation of tr,pages g for Approval of Individual & Water Facilities Descrift Lpt 2 Block 2 heritage Hills Subdivision x r w . 71 go Approved Disapproved Date, -"V Approval ;Valid for one year from date sig Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM a. r; tl ,'fr to be a' tri aid I certify that the information contained' i n this request for approval accurate representat-ion of tom: subject sewer and water facilities and these factiit are operating satisfactorily. SIGNEDDate .- a /_ : r' L Parcel 1. D. 015-221-10 Municipality of Ancho lAITTA ea On -Site Water and Wastewater Prog- m AUG 07 2015 Y" h (907) 343-7904 Gretchen StU118V s Certificate of On -Site Systems Approval 1. GENERAL INFORMATION Expiration Date: % 1 _2 1 — b s� Complete legal description Heritage Hills, Block 2, Lot 2 Location (site address) 5421 E 131 st Ave. Current Property owner(s) Francis Mauer & Yoriko Freed Day phone Mailing address Real Estate Agent 791 Redpoll Ln. Fairbank, AK 99712 2. TYPE OF DWELLING: 0 Single Family (w/wo 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: Individual Well Fx_1 Individual El Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Received by: _ _ Date: �y p COSA to be released tothe eng ee , unless otherwise requested by the engineer. COSA Fee $ 5,R(0. to Waiver Fee $ Date of Payment �1�f IJP Date of Payment Receipt Number a wea6 Receipt Number COSA # Q c`�C 15_1 d Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation dateshownbelow, 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. Name of Firm Pannone Engineering Services LLC Phone (907) 272-8218 Address P.O. Box 100217, Anchorage Ak. 99510 Engineer's Printed Name Steven R Pannone 6. DSD SIGNATURE _� System #1 Approved for t- bedrooms System #2 Approved for bedrooms Disapproved Date 7/29/2015 Conditional approval for bedrooms, with the following stipulations: By: �- � Original Certificate bate: The nicif rage 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 COSAblueshee[ ° .., If more than 1 septic system is on the lot: COSA Checklist # 1 of 1 Structure served by this system 1 Certificate of On -Site Systems Approval Checklist Legal Description: Heritage Hills, Block 2,_Lot 2 Parcel ID: 015-221-10 A. WELL DATA Well type Private If A, B, or C provide PWSID # Date completed Before 9/1986 Sanitary seal (Y/N) Y Total depth unknown ft Cased to unknown ft Date of test Static water level . FROM WELL LOG Unknown Unknown n Well Log (YM) N Wires properly protected (Y/N) Y' Casing height (above ground) 18+ in. AT INSPECTION 7/27/2015 192 a Well production, Unknown. , 5+ . 5 g.p.m. g.p.m. WATER SAMPLE RESULTS: Coliform Neg colonies/100 mL Nitrate, 2.10 mglL Arsenic ND I ug/L- Date of sample: 7/27/2015 Collected by: PES B. SEPTIC/HOLDING TANK DATA Tank Type/Material S.T.E.P/Steel Tank size 1,500 gal. Number of Compartments 2 Date installed 3/4/2000 Cleanouts (Y/N) Y Foundation cleanout (Y/N) Y. Depressionover tank ("YM) N( High water alarm (YIN) Y Date of pumping -Pumper 1 K. �tMCr.�Lt s C. ABSORPTION FIELD DATA Date installed 10/4/1988 Soil rating (g.p.d./ft2 orftz/bdrm) 327 SF/BR . System type ShallowTrench'- Length 173 ft. Width 5 - ft. Gravel below pipe 2.5 ft. Total depth 4.8ft. Effabsorption area 1,351 ft? _ _ Monitoring tube Y Depression over field N Date of adequacy test 7/27/2015 . Results (Pass/Fail) Pass For 4_bedrooms Fluid depth in absorpfion field before test 0 in. Water added 619 gal.. New depth 0 in. Elapsed Time: 110 min. Final fluid depth 0 in. Absorption rate >= 680+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N &type) NO If yes, give date D. LIFT STATION Date installed 4/12/2000 "Pump on" level at 42 in. Datum Bottom of Tank E. SEPARATION DISTANCES Size in gallons 250 Manhole/Access (Y/N) Y "Pump off" level at 42 in. High water alarm level at 46 in. Cycles tested 4 Meets alarm & circuit requirements? Y WELL ON LOT TO: Septic tank/lift station on lot 100+ Absorption field on lot 100+ Public sewer main 75+ Sewer /septic service line 25+ Animal containment areas 50+ SEPTIC/HOLDING TANK ON LOT TO On adjacent lots 100+ On adjacent lots 100+ Public sewer manhole/cleanout 100+ Holding tank 100+ Manure/animal excrete storage areas 100+ Building foundation 5+ Property line 5+ Absorption field 5+ Water main 10+ Water service line 10+ Surface water 100+ Wells on adjacent lots 100+ ABSORPTION FIELD ON LOT TO: Property line 7 Building foundation 10+ Water main 10+ Water Service line 10+ Surface water -100+ Driveway, parkingivehicle storage 1{0+ Gjurtain drain 50+ Wells on adjacent lots 100+ r F. COMMENTS Rn�-soouKed ivi a.CCU pf Ll- &71N 84- 2 G. ENGINEER'S CERTIFICATION 1 certify that I have determined through fieldinspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineers Printed Name Steven R. Pannone - Date 8/5/2015 1 COSA canary sheet 2-rrl5.doc Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve(ftanengak.com August 13, 2015 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 & Stree`t P O Box 196650 Anchorage, Alaska 99519-6650 Subject: Heritage Hills, Block 2, Lot 2 Lot Line Waiver Request Ladies and Gentlemen: We request a waiver to seven feet (7') to the lot -line. The existing field was installed 7' off the lot line on 10/4/1986. Granting this waiver isnot likely to affect the health and safety of this lot or the surrounding lots now or in the future. If you have any questions or concerns, please contact me at 907.272.8218. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Municipality of Anchorage Ment S, 1� r epar- "ent- **** VARIANCE/WAIVER REVIEW **** Waift* o x1511 COSA#: 6SC161420 Permit#: PID#: 015 22140 Legal Description: He, go Hills.6.2. .2 Engineer. Applicant: Francee MbOrr Yoilko Freed ' Your, request for a Waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 7.0 feet. This waiver approval applies to the existing absorption field only. Any future upgrade to the on- site wastewater disposal system will require all separation distances be thet or another approval' from this department. ® The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. ❑ Notarized,lettor(s) of nonobjection have been received from the owtier(s) of the affected adjacent property. . ❑ Adjacenx properties are not affected by thi4 waiver, am0OWN aax'"Yl'm...a.ram..r.ra aWEm.4i-on a mod 000it*"a OWN .S■■rriam' .Oamaat, goaanew MONO I Waiver Is Granted: l /Xv, Waiver is not OrOnted: Date: — f'l Gy ApprovkJ by:- Zrer Mr•■ ...*...r.ar.. a ..�.•r....■■r.. rr...... ■..• .■ Y ..■■;.r •••....r.r..Y ' N890 59'00"W 120.00' 10' UTIL ESMT zawno Os T ----------- -- -- FAINT Im.0410 setsAa m 6UNnwa se»Aax C.O.S - - - " C.O.S x 2 Lu o Lu 0 0 0 T z 's 1 . z 3 o SHED o ' 33,4' 40.0' a EXISTING r o HOUSE o 0 A A 11.3' ® 18.7" m 0 0 10.0' O y < v m WELL NW 59'00"W 120.00' c EAST 131 st AVENUE ----------------------- UNDER NO CIRCUMSTANCES SHOULD AN AS -BUILT BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE LINES. THE SURVEYOR TAXES RESPONSIBILITY FOR THE INITIAL TRANSACTION ONLY AND ASSUMES FINANCIAL LIABILITY ONLY FOR THE COST OF THE SURVEY, LISTED DISTANCES PREVAIL. OVER SCALING REPRODUCTION MAY CAUSE ERRORS IN SCALE. - El LOT SURVEY SURVEY TYPE SYMBOLS ❑ FOJIAUATIU� AS -BUNT SET REBARme ASPHALT DRAINAGE ❑ MAL SIMMURE AS-WLT 6 - FOUND REHAB 6 0_g. YtOW FENCE ,.. CONCRETE ❑ PLOT PLAN ... AS-&NLT - - - LOT SURVEY ... TOPOSIUWHY C'" 0::�) ASSUMED ELEV. META FENCE WOW DEC( AS- NO CORI$" SET 0 REMZR AT4N AS -BUILT... Na CORNERS SET PLOT PLANS & LOT SURVEYS NOTE: IT IS THE RESPONSIBILITY OF THE BUILDER OR OWNER, PRIOR TO ONLY THOSE IMPROVEMENTS ABOVE GROUND AND VISIBLE WILL SE CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE SHOWN, FENCES, WELLS, SEPTIC. CLF'..ANOUTS, SIDEWALKS. DRIVEWAYS, TO FINISHED GRADE AND UTILITY CONNECTIONS AND TO DETERMINE ETC., ARE SHOWN IN THEIR APPROXIMATE LOCATION, ONLY. SNOW THE EXISTENCE OF ANY EASEMENTS, COVENANTS OR RESTRICTIONS MAY PREVENT SOME IMPROVEMENTS FROM BEING SEEN AND LOCATED. WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. ALL DISTANCES ARE RECORD UNLESS OTHERWISE NOTED. SURVEY CERTIFICATION ♦►°rr►rrrtih Prepared by Robert E. Johns, Jr. & Assoc. - PLOT PLAN .•'-� ...r.�,q�+® }# u. ie1 aroma ma e.�,m.a i+narv, ae as I 41, .• ...... ♦ Professional Land Surveyors IWa�aa ax��x ue Io uw eo-.1 ♦ r�J.,: �* 1700 Brink DHva. ANCHORAGE. ALASKA 99564 aw.. m pm ma ae my www.eps «w senna, ca aurrmaarw In» asn n+w.w.a xue ea uric ,s s '°i," AV 4sn- , 4 Scale: 1 I, I 30 Rea. Lot S.F. Rec. Plot F'tle No. ; FOUNDATION AS -BUILT ., ••, _ . Oa#s Suave d: '� 03116/15 Drawn D . r REJ Checked b JMK i, xmxN a .una x.. n..nt .nay moe ba+Pxla9xaa Ax-eoAl xnaYw eN /;•••L, r+ • , s rananLan m mx we aw wee cF Tq, amraev xw nrannaaar w aa:e a&.u. :•••'•r � ;• ROSE r. JOHt�u. dR. Date Or wn 03/17/15 Grid: 27�� WA � 15-84 +imn .a«we. ammamx�u .art ww +i/` -A o FINAL STRUCTURE AS -BUILT ;4 '�.,• 4121 —J .:,e,''f Legal Description: E Aeext c sem, a., n..ur .a'nfN uas ; °^ `"•.> •••,>•..ype +,tt°4titrrrsssr+++++ Lot 2 BLOCK 2 HERITAGE HILLS Pannone Engineering Services LLC Steven R. Pannone, Principal Registered Professional Engineer - E-mail: steve(cDpanengak.com WELL & SEPTIC SYSTEM ADEQUACY INVESTIGATION Legal: Heritage Hills S/D, Block 2 Lot 2 Address: 5421 E 131x` Ave Owner: Francis Mauer & Yoriko Freed Number of Bedrooms Septic System Tank Size: Absorption System Type: Absorption Area: 4 House Septic 1,500 gallons Shallow Trench 1,351 sq/ft Soil Rating: 327 sf/br Installation Date: 10/4/1986 (All info found from MoA records) Date of Investigation: 7/27/2015 Test Procedure: Septic System: System was inspected visually and measured. The tank was found to have 6.5 feet of cover. The drain field was found to have 2.3 feet of cover. The inspection report does not specify if the field has insulation so a minimum of one foot (1.0') of fill will need to be added to obtain a total of three feet (3.0') of cover. The house had been dry for a period longer than 90 days. The field was presoaked in accordance with standard engineering practices to re -hydrate the field. The field monitor tube was dry priorto beginning the adequacy test after the presoak period. Water was added into the monitor tube at an average rate of 5.5 gallons per minute (GPM) for 110 minutes. Liquid depths were monitored in the field monitor tube. The liquid level in the monitor tube did not rise with the introduction of 619 gallons of water. All of the cleanouts on the drain field are broken at the invert. We are recommending this to get fixed. Separation distances were measured and found to meet all requirements. The floats on the lift station were tested. The pump operated when the float was raised. We tested the alarm float, but were unable to determine if the alarm was operating properly due to the alarm being inside and out of ear shot. Well. This property is served by a private well. The MoA File did not have a well log for this property. We searched the State of Alaska's WELT site and did not turn up a well log for this property. The total depth is unknown from the well log. We did find a pump installation log for this well when a new pump was installed in August of 2013. The pump inlet is set at 230 feet below the top of the casing. PES measured a static water level of 193 feet below the top of the casing on the date of the test. Water was drawn from Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Mgnor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 the well at a rate of 5.5 GPM for 110 minutes with no draw -down of the well's static water level. PES concludes that the well can produce in excess of 5.5 gpm. Water samples were taken on 7/27/2015 and analyzed at SGS. Nitrates were 2.10 mg/L, Arsenic was not detected, and bacteria results were negative for coliform and a -coli bacteria, all within the recommended levels. Conclusion: Based on the test this septic system appears to meet the code and operational requirements of the MoA for a 4 bedroom house. However, we will need to have the cover added to the drain field before the COSA is approved and we recommend that the cleanouts be repaired. PES also recommends that the interior alarm be verified. SPECIAL NOTE: In conducting an adequacy test, I attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MoA and ADEC 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. Inspector's Qualifications Mr. Pannone is a registered Civil & Environmental Engineer specializing in the planning, design and construction of sanitation facilities. He is a lifelong Alaskan with more than 24 years of engineering and construction experience. Mr. Pannone's background includes experience in survey, design, construction, testing, and monitoring of engineered projects. He has worked all over the state of Alaska, including extensive time in the arctic and remote regions. He takes a practical approach to design, taking into account how and who is going to be doing the construction. He has hands on experience in the construction of water and wastewater systems, buildings and large earth works projects. Mr. Pannone is a certified ADEC water/wastewater designer and sanitary surveyor. Mr. Pannone is the founder of Pannone Engineering Services, LLC., this privately owned company was founded in February of 1991. The company has specialized in the design, testing and installation of on-site water and wastewater systems. Pannone Engineering Services, LLC have performed engineering designs, analysis and evaluations of water and wastewater systems throughout Alaska. The types of systems have ranged from small single-family wells and septic systems to large commercial systems serving greater than 250 people daily. Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211