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Home My WebLink AboutPARADISE VALLEY BLK 8 LT 3l..o;c ,.3 - Municipality of Anchorage On -Site Water and Wastewater Section • (907) 343-7904 Page 1 of 4 ON -SITE WASTEWATER INSPECTION REPORT Permit Number: OSP221021 PID Number: 020-413-23 Dwelling: ❑N Single Family (SF) ❑ with ADU ❑ Duplex (D) ❑ Two Single Family Project: ❑ New X Upgrade Name C/O ARM SEPTIC SERVICES ABSORPTION FIELD ❑ Deep Trench ❑ Wide Trench ❑ Bed ound Site Address 6010 AUSTRIA DRIVE *ANCHORAGE, AK El Other Phone Number of Bedrooms Soil Rating Total depth original grade 907-688-9433 3 GPD/SF Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Ft. Gravel depth beneath pipe Ft. Subdivision Block Lot PARADISE VALLEY; BLOCK 8, LOT 3 Fill added above original gr a Ft_ Gravel length Ft. Township Range Section Gravel width Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total orption area Number of trenches Dist. between trenches From Tank Field Tank Line Ftz Ft. Well 100'+ TANK A Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer INFILTRATOR Capacity 1060 Gal. Surface Water 100'+ I Material Number of compartments Lot Line 5'+ NA PLASTIC 2 Foundation I *5.5+ LIFT STATION Manufacturer Capacity Remarks OLD TANK DECOMMISSIONED PER UPC Gal. PER CONTRACTOR "SEE ATTACHED PROFILE DRAWING Alarm location Electrical installed by PIPE MATERIAL House to tank D3034 Tank to D3034 drainfield Installer ARM SEPTIC SERVICES Drainfleld D3034/EXISTING CO/MTD3034 Inspector GEG AND MOA BENCH MARK (Assumed elevation) 100.00 ft Inspection15t 6/9/2022 - Location and description dates:2 nd BOTTOM OF TRIM AT FCO 3'd _ 4"' _ ON -SITE WATER AND WASTEWATER SECTION APPROVAL Engineer's Stamp Qo60000 O F A `h Conditional Approval: Date QO�. Apo 4 TH 0......... ......� :...OD . . J A. Gayness: f :CE-7953 Septic System Approved Ovv Date 2 aO J > y4p s •. S Note: this approval does not include well permit requirement . pP P q Pr �4�pa'O,ofesslo�°\ #AECC884 °�OOoo�� (Kev u5/u2118) 1, PERMIT NUMBER: PARCEL ID NUMBER: OSP221021 RECORD DRAWING 020-413-23 A I B MH1 9.2 27.2 ST1 14.1 31.6 DBL1 18.6 35.7 DBL2 25.4 41.3 PARADISE VALLEY; BLOCK 7,LOT 7 VACANT PARADISE VALLEY; BLOCK 7, LOT 8 VACANT \ \ J 0) I \ J 0 O 1� W n \ � Y m\ \ a \ \ \ \ \ \ \ \ i NEW IM-1060 INFILTRATOR SEPTIC TANK; CONTRACTOR EXCAVATED TO 5'+ FROM NEW TANK TO CONFIRM I `! SEPARATION DISTANCE TO DRAINFIELD PARADISE VALLEY; BLOCK 8, LOT 2 VACANT - SAME OWNER AS SUBJECT LOT EXISTING HOUSE PARADISE VALLEY; BLOCK 8, LOT 4 VACANT -SAME OWNER AS SUBJECT LOT 1j N \I CALE: = 40' ESQ x -- ENGINEERING SALES CONSULTING 3701E TUDOR ROAD SUITE 101 ANCHORAGE, AK99507' PHONE (907)337-6179'FAX(907)338-3246-VIEBSITE:vrmvg—...ngn enng.com PREPARED FOR PHONE NUMBER: PAGE NUMBER. PAT HANSEN C/O ARM SEPTIC 907-688-9433 2 OF 4 LEGAL DESCRIPTION: DRAWN BY: PARADISE VALLEY; BLOCK 8, LOT 3 D.J.G. TYPE OF WORK; DATE: \ SEPTIC TANK RECORD DRAWINGS 8/17/2022 PERMIT NUMBER: PARCEL ID NUMBER: OSI 221021DRAWING020-413-23 TOP OF TANK AT INLET = 94.42 INVERT OF BUNG AT INLET = 93.85 - MH ST 1 /-FINAL GRADE = 97.25-97.34 — TOP OF TANK AT OUTLET = 94.46 2" INSULATION PER CONTRACTOR `- INVERT OF BUNG AT OUTLET = 93.65 iM-1060 2-COMPARTMENT INFILTRATOR SEPTIC TANK NO GROUNDWATER IN TANK HOLE EXCAVATION ®� OFF°® ®® e 9 g..........4 ENGINEERING <> SALES =CONSULTING 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK S9507 - PHONE (907) 337-6179 • FAX (907) 338-3246' VVEOSITE:1—a ..0am-wenggneedng, . . ......•....... ....... PREPARED FOR: PHONE NUMBER: PAGE NUMBER ®� . Je a A. Garn SS Lv AF C/O ARM SEPTIC SERVICES 907-688-9433 3 OF 4 S : Y'"�-- = -Q AV AV LEGAL DESCRIPTION: DRAWN BY'®� •••j CE-795V.C� PARADISE VALLY; BLOCK 8, LOT 3 D.J.G. ®®e'pFD''••.,?,��.� F.�4p TYPE OF WORK. LICENS��ePESS1"' ®®0® DATE: SEPTIC TANK RECORD DRAWINGS 7/26/2022 #AECC884 ��lilklm ® FINISH FLOOR ELEVATION IN BASEMENT = 92.83 A=1.6' - 4"ASSUMED 4 55" PER INFILTRATOR FSEWER LINE FOR HOUSE EXITS ABOVE Get r.di FINISH FLOOR ELEVATION \ 45% FROM ASSUMED BOTTOM OF FOOTER kff S INEERING U9 Ltd ENGINEERING-, SALES-- CONSULTING- r: 3701E TUDOR ROAD. SUITE 101 ' ANCHORAGE. AK 9_507' PHONE (907) 37.6179 -FAX (907) 338-3246' WEESITE. vnrrigarnesseng neenna.cem PREPARED FOR: PHONE NUMBER: C/O ARM SEPTIC SERVICES 907-688-9433 PROJECT/LEGAL DESCRIPTION: PARADISE VALLEY; BLOCK 8, LOT 3 TYPE OF WORK: �,_ INFILTRATOR TANK PROFILE DRAWING PAGE NUMBER: 4OF4 DRAWN BY: D.J.G. DATE: 8/18/2022 111 = 40t1 4® it 4 AW ®# �.....:°... .. 0 rn_ , rey A. Garness a �, 0 ®®� E-7953 ' = e ®�rda�OFESSI�®®®® LICENSE #AECC884 % �,:ti �I �: ,,�E �; �1�.�. � � m�iu rr� �I � �' I �!' wok �5� Lr �3;1 �'. +� I � t v . I��I � 4+ ..� � h ,. .. � ,. I a, r� �+ w � .. is �� !�, �'� e � i ii �� , w �, k., �� p d,� �S - �rX� �ci`r piFi�� k �9�1 .� 4 8 li ,� �� Yil �rw �,> � 2-. � Alin, � ► �r�t � j �F �� I� rrI''gf� �i�� Y3� �� ' .. �� .' .. � �. � 1 — � .. -.. ... RI I�I _. i ��. .. _` f � �� II� ,a `��I�� y� � �� y�y«y�, '�Rr' 4airji`i'Y �� " yid r 91j .. ', � '... Y,.. ,, y. �r € `' IlurMii �I ■w i !► hw� r yl� .. i►,._ f r` I III�INI�I W��u +,�' iid � ��' fff II��, �; � � .r .v , �� F -. wi r 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: OSP221021 Work Type: SepticTank Upgrade Tax Code Number: 02041323000 Site Legal Address: PARADISE VALLEY BLK 8 LT 3 G:3538 Site Mailing Address: 6010 AUSTRIA DR, Anchorage Owner: EVANS DAVID G & Design Engineer: GARNESS ENGINEERING GROUP LTD This permit is for the construction of: ❑ Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy Effective Date Expiration Date: 2/3/2022 2/3/2023 Lot Size in Sq Ft: 19958 Total Bedrooms: 3 ❑ Private Well ❑ Water Storage All construction shall be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72) and Drinking Water Regulations (18AAC80) 3. The wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a_ Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: Date: Z Issued By: call Date: UNW I PALITY OF ANCHORAGE Development Services Department` Phone. 907-343-7904 On -Site Water & Wastewater Section - Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 020-413-23 Property owner(s) PAT HANSEN - C/O ARM SEPTIC SERVICES Day phone 907-317-9433 Mailing address 6010 AUSTRIA DRIVE *ANCHORAGE, AK Site address 6010 AUSTRIA DRIVE *ANCHORAGE, AK Legal description (Sub'd., Block & Lot) PARADISE VALLEY; BLOCK 8, LOT 3 Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: (N all that apply) APPLICATION IS AN: TYPE OF DWELLING: Absorption Field ❑ Initial ❑ Single Family (SF) M Septic Tank ElUpgrade FxJ (w/wo AD U) Holding Tank ElRenewal r_1Duplex (D) E] Privy El Multiple Multiple Dwellings ❑ and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A 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 o, uthorized agent) Permit/Rush Fees: A 2—Z Date of Payment: 0 a 2 02 2 Receipt Number: Q Oa 3o G Permit No. Qe,1922 102-1 Waiver Fees: Date of Payment: Receipt Number: Waiver No. GADevelopment ServiceslBuilding Safetyk0n Site Water and WastewaterTormslClient Forms\Permit Application.doc Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221021, Rebecca Carroll, 02/03/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221021, Rebecca Carroll, 02/03/22 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP221021, Rebecca Carroll, 02/03/22 LCT �SrR�A Qe7 4 OF 49 THS ,STEVEN CALLAGHAN; a` el LS -12034 � p4?rl�.Dlz..Q�1ayoG ORDERED BY: PATRICIA HANSEN LEGAL DESCRIPTION: A5 -BUILT LOT 17 NOTE: THIS DRAWING SHALL NOT BE MODIFIED WITHOUT THE EXPRESSED WRITTEN CONSENT OF LCG LANTECH. PARCEL M. 020-413-23-000 SURVEY CERTIFICATION: LCG LANTECK. INC HAS CONDUCTED A PHYSICAL SURVEY OF THE PROPERTY AS SHOWN ON THIS DRAWING AND CERTIFIES THAT THE IMPROVEMENTS ADDRESS: SITUATED THEREON ARE WITHIN THE PROPERTY LINES AND NO ENCROACHMENTS EXIST 6010 AUSTRIA ST. OTHER THAN NOTED OR SHOWN, LOT 3, BLOCK 8, PARADISE VALLEY SUBDIVISION EXCLUSIONARY NOTE; IT IS THE OWNERS' RESPONSIBILITY TO DETERMINE THE FAISTENCE OF ANY EASEMENTS. COVENANTS, RESTRICTIONS OR RIGHT-OF-WAY TAKINGS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. UNDER NO CI RCUMSTAN CESSHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION, FOR ESTABLISHING PROPERTY LINES. OR FOR PLOT -PLAN PURPOSES, LEGEND: Gravel " C1EAN OUT #CO —__0 Overhang - ;•.. ASp{Sall •::::.-:. WATER WELL FENCE —X -X- Wcwd Deck .:.'COn�re[e DRAWN DATE: 12/14/2021 WORK ORDER: 21131 DRAWN BY: AP — — PLAT: �87-16 CHECKED BY: SC GRID: SW3538 SCALE: 1 " = 30' FB/PG: 822146-47 REF; 021_417 250 H Street Anchorage, Alaska 99501 rG Survey Department TnC Phone 562-5291 Mainline ate"z&-@ , "� Phone 243-8985 AECC 668 EXCLUSIONARY NOTE; IT IS THE OWNERS' RESPONSIBILITY TO DETERMINE THE FAISTENCE OF ANY EASEMENTS. COVENANTS, RESTRICTIONS OR RIGHT-OF-WAY TAKINGS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. UNDER NO CI RCUMSTAN CESSHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION, FOR ESTABLISHING PROPERTY LINES. OR FOR PLOT -PLAN PURPOSES, LEGEND: Gravel " C1EAN OUT #CO —__0 Overhang - ;•.. ASp{Sall •::::.-:. WATER WELL FENCE —X -X- Wcwd Deck .:.'COn�re[e DRAWN DATE: 12/14/2021 WORK ORDER: 21131 DRAWN BY: AP — — PLAT: �87-16 CHECKED BY: SC GRID: SW3538 SCALE: 1 " = 30' FB/PG: 822146-47 REF; 021_417 Municipality of Anchorage Page I of ,-~ 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: -~J q~ ~'H'o I PID Number: O 7.o - ql~-~ Name: ~ Upgrade~ ~ ~ue~ Wastewater System: D New Address: ABSORPTION FIELD ~q~' '~ 6~- ~ ~'~o~ ~ ~ DeepTrench ~ Shallow Trench Mound ~ Other Soil Rating: / Total Depth from original grade: LEGAL DESCRIPTION z~a ~,~/~ ~. ~ Lot: ~ Block: ~ ~l~ ~Subdiv~i°n: ~ ~ ~ Depth~ ~t° pipe~bo~om from~o~original grade: Ft. Gravel depth beneath~. ~pipe Ft. Township: Range: Section: Fill added above original grade: Gravel length: U¢~E~ WELL: ~,~2ew ~ Upgrade ~,~ve, w,dth: ,,' ~ ~, Nu~b~ro,,i~e~: ~ I~t ~ Ft. ~ ~IE~ Ft. Classification (Private, A,B,C): Total Depth: ~ Total absorption area: Pipe material: Driller: ~ Drilled: StaticWaterLevel: Installer: Date installed: Yield: ~ I Pump Set at: Casing Height Above Ground: ~ GpMI Ft. Ft. ~,~c TANK SEPARATION DISTANCES ~ ~~ ~ Holding ~P. To Septic Absorption Lift Holding Public/PrivatE Manufacturer: ~ Capacityin gallons: From Tank Field Station Tank Sewer Lines ~ Welb I¢Z'~ [S~'~ -- -- Z~t~ Ma~ .umber of Com~ su,,c~ I~s'~ LIFT STATION Water -- J ~Ot ~ ~ ~ Lot Siz~ ~tur,~:.~ ~ . Line ~t+ ~ it~ ~ ~ Foundation ~ I~ ~Ot~ ~ ~ ~ "Pump ~" I~ at: ~High alarm Drain ' ' Mode ~No~q ' Remarks: ~ ~ ~td~ ~s~o~sTe~ BENCH MARK ~ ~ Location and Description: Assumed Elevation: ~UlO,[ ~' ENGINEER'S Inspections pedormed by: ~syew~ d,-~s,Dates: 1st Department of Health and Human Se~ices approval , ~:., = .... Reviewed and approved by~~ ~ ~~ Date: Il-~. ~ ~?~0.F~ss~ 72-013 (Rev. 9/91) MOA 25 PERMIT NUMBER: SW980401 SWING- TIES A S1 9.B' S2 16.2' 36.0' DBL1 18.J~' 57.7' DBL2 19,I' 38.4' FS 24,7' 42,1' MT1 30.5' ~B.7' MT2 50.1' 61,3' C01 55.7' 67. I' C02 53.8' 63.4' MT3 43.2' MT4 37.5' 27.6' C03 ,34,2' 22.7' C0¢ 3B.7' 28.8' C05 4-2.2' 51.3' COB 47,8' 37.3' AS-BUILT DRAWING PARCEL ID NUMBER: 020-415-25 ~s~ wA~ A~ wAs~w~ CONS~A~S, ~c. LEGAL DESCRIPTION: ~PE OF WORK: DESIGN OF SEPT(C SYSTEM UPGRADE ~ ........ PREPA"ED FOR: ~ PHONE NUMBER: ~ ~~' OATS: Io~vm aY; ISCALE: I PAGE: ~,/~o/,~ ] A.c.~. [ '~ = 40' [ 2 o~ · DRAWING ~A~OEL ,D N,,MBER: PERMIT NUMBER: AS.BUILT 020-413-23 swg 80401 /- , "'~>-'~_------ NI ' / ~.-~ I / / / /: /I ..... I / /; ,I I / / LOWER BED UPPER BED 7 PROFILE VIEW FINAL GRADE-% F-FINAE GRADE = 98.00~ = 100.00~ ~ ' ~COI MI~ M1'2 C02 ~=~-~-2" OF INSU~TION C06Mf3 005 , C~4. MI" C03 TOP OF SAND = 96,25 SAND-J ~INVERT OF PiPE ~: [%--~NVERT OF PIPE REW 96.82 (AVERAGE) [ 9~.8~ (AVERAGE) ~ / ~- BO'Iq'OM OF ~:~B_~ GRAVEL = 93.32 UPPER BED ~EW BED EL~ATtON IS LOWER BED 9.18' HIGHER THAN THE N~¢ BED ELEVATION IS EL~ATION OF THE OLD BED. 0.09' HIGHER THAN THE ELEVATION OF THE OLB BED. 7320 E, CHOLER HElemS ClRC~, ANOHO~OE, ~ 90504 PARADISE VALLEY SUBDIVISION, LOT 3, BLOCK 8 ~pE OF WORK: PLAN AND PROFILE OF EXISTING SEPTIC SYSTEM REPAIRS PHONE NUMBER: pREPARED FOR: 345--7638/265--6276 EXT. 5033 ~¢~_'..... ....'.~ KURT HUESMAN DATE: 5 11 / 10/98 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Serv/ces Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 995~9-6650 (9O7) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Oct 09, 1998 Expiration Date: Oct 09, 1999 Permit Number: SW980401 Legal Description: PARADISE VALLEY BLK 8 LT 3 Design Engineer: 0041 AK Water & Wastewater Consulta Owner Name: Kurt Huesman Owner Address: 6010 AUSTRIA DRIVE ANCHORAGE , AK 99516-6018 Parcel ID: 020-413-23 Site Address: Lot Size: 19958 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [] SepticTank [] 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. Alaska Water & Wastewater Consultants, Inc. 7320 East Chester Heights Circle ~ Anchorage ~ Alaska 99504 (907) 337-6179 N Fax (907) 338-3246 Consulting Engineers September 30, 1998 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On-Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Ret~ Sand Filter and Sewer Drainrock Replacement for Lot 3, Block 8, Paradise Valley Subdivision To whom it may concern: The existing 3 bedroom house is served by a private septic system and a private well. The existing septic system consists of a 1000 gallon septic tank and a two beds with the lower (south) bed having a sand filter below the sewer rock. Currently, the septic system is working above the effective depth of the beds, and it is assumed that the sand filter & sewer rock is biomatted. Based upon M.O.A. records it appears that the only suitable area for a septic system on this property is where the existing system lies. Consequently, we are proposing to replace the existing sand filter, contaminated soil, and drainrock. All new piping and filter fabric will be installed, and the contaminated material will be disposed of on-site. The existing septic tank is to be excavated and verify the integrity. If of poor integrity, the tank is to be pumped, crushed, and abandoned completely; and replace with a new 1000 gallon septic tank. Given the limited space, and tight soils, it would be probably better to install an innovative system, however, such a system would probably cost significantly more. The house has a sale pending on it, and for obvious reasons, the homeowner would like to install the most cost effective alternative. Two soils evaluations were perfomed by Alaska Environmental Control Service (A.E.C.S.) on 5/18/85. As can be seen on the attached data sheet, test hole #3 and test hole #4 were excavated in the area of the septic system. The soil ratings were found to be 225 ft2/bedroom in test hole #3 and 205 ft2goedroom in test hole ~4. The existing bed has an absorption area of 1050 ft2. Also, as can be seen on the site plan, a test hole was excavated on the_ neighboring property by S & S Engineering on 7/14/85. The soil rating was found to be 320 t~2goedroom. I am unaware of any adverse impacts this replacement would have on adjacent wells or septic systems. If you have ~ny questions, please contact me at 337-6179. Thank you for your assistance. / l Presidettt ~ 7320 E. CHESTER HEIGHTS CIRCLE, ANCHORAGE, AK 99504 PHONE: (907) .~37-6179/FAX: (907) 538-3246 LEGAL DESCRIPTION: PARADISE VALLEY SUBDIVISION, LOT 3, BLOCK B, TYPE OF WORK: SITE PLAN PREPARED FOR: PHONE NUMBER: KURT HUESMAN 345-7658/265-6276 EXT. 5035 DATE:9/30/98 IDw'wN BY: Iso~LE: J.L.M. 1 = 100' 1 OF 3 TH~/4 BY A.E.C.S. SOILS RATING OF 205 / INSTALL FLOW SPUTT~R~ TESTHOLE BY S & S ENG. (7/14/B5) SOILS RATING OF 320 S.F;BDRM~ // / / / TH#~ BY A.E.C.S. SOILS RATING OF 225 / NOTE: THE CONTAGTOR IS RESPONSIBLE FOR HAVING T~, NORTH AND WEST PROPERTY LINES FLAGGGED BY A REGISTERED LAND SURVEYOR PROR TO CONSTRUC'~ON. DOUBLE CLEANOUT 1000 GALLON TANK. VERIFY INTEGRITY. IF OF POOR INTEGRITY, EXCAVATE,' PUMP, CRUSH AND ABANDON; THEN REPLACE WITB NEW 1000 GALLON SEPTIC TANK. EXISTING BEDS. THE LOWER (SOUTH) BED HAS A SAND FILTER. TltE EXACT LOCATION OF THE BEDS ARE UNKNOWN. IT tS BELIEVED THAT THE SAND FILTER AND THE BOTFOM OF THE UPPER BED IS BIOMATTED. WE PROPOSE TO EXCAVATE BOTB BEDS, REMOVING ALL CONTAMINATED MATERIAL AND REPLACING ALL SAND FILTER, SEWER ROCK, PIPING, AND FILTER FABRIC. THE LOCATION OF THE BEDS WiLL BE~ VERIFIED AT THE TIME OF CONSTRUCTION. SEE DETAIL, PAGE 3 OF 3 FOR EXACT DIMENSIONS OF THE BEDS. A FLOW SPLITTER IS TO BE INSTALLED BETWEEN THE BEDS TO DISTRIBUTE THE R.OW EVENLY BETWEEN THE TWO SYSTEMS. \ \ IT IS RECOMMENDED THAT AN AIRLINE BE INSTALLED 12 INCHES BELOW THE TOP OF THE SAND IN BOTH BEDS, ALAS~ WATFR. AND WASTEWATER. CONSULTANTS, i~NC. 7320 E. CHESTER HEIGHTS CIRCLE, ANCHORAGE, AK 99504 PHONE: (907) 337-6179/FAX: (907) DESCRIP~ON: PARADISE VALLEY SUBDIVISION, LOT 3, BLOCK OF WORK: DETAIL OF EXISTING SEPTIC SYSTEM PARED FOR: KURT HUESMAN PHONE NUMBER: 345-7638/265-6276 EXT, 5033 PAGE: 1 = ~0' 2 OF ~ BY: 9/30/98 J.L.M./A.C.G. E-7953 .." PLAN VIEW , _ ' II ~ I [. ~.,..:~ ~,~ PROFILE VIEW B:LO~V ~E~, FILL ~AOK Tg OR HIGHER WI~ M.O.A. ~,, APPOVED SAND. > ~-- --~~~ OR HIGHER WITH M.OA. : ~ : ~ ~ > > > > > >'>~~ AP~OVE~S~N~.' 7~20 E. CHESTER NEIGHS CIRC~, ANCHO~GE, ~ ~95~ AND PROFILE OF EXISTING SEPTIC SYSTE~ . A.c.o. m NOT TO SCALE '->/ MUNICIPALITY OF ANCHORAGE i,, /~ 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 MAILING ADDRESS LEGAL DESCRIPTION Well Absorption area Dwellin~.V PERMIT NO.gs~O ~ ~ Manufacturer ~¢~/~ Material No. of compartments ~ ~ Liq. capacity ~ gallons Inside length Width Liquid depth / OOO IF HOMEMADE: ~ DISTANCE TO: Well Dwelling PERMIT NO, ~ ~ ~ Manufacturer Material Uquid capacit~ in ~allons Q Well Foundation Nearest lot line t PERMIT NO. -- Trench width ~ "o. of lines Lengt~,~ine" I~" Total I~¢ ~i~es Distance between lines S~ ~ ~ ~ To~gf tile to finish grade Material beneath the~ Tota~ effective absorption area Length Width Depth PERMIT NO. ~ ~ Type of crib Crib diameter Crib depth Total effective absorption area ~ Well Building foundation Nearest lot line ~ DISTANCE TO: ~ Class Depth Driller Distance to lot line PERMIT NO. Building foundation Sewer line Septic tank Absorption area(s) ~ DISTANCE TO: PIPE MATERIALS APPROVED DATE LEGAL 'ERMIT NO: ~A.TE ISSUED: 85()294 E:NG I NEEF~ED DESISN (-) ; . -~ ~::. .6 ~ 1..~,/8,.~ fl:'PL I CANT: ~£ :D R E,:~,:~. ;ON-fACT PHONE: MICHEAL W. PRATT 1809 CINDY LEE LANE ANCHORAGE, Al< 99507 5625982 .ESAL DESCRIP: .OT SI ZE~" SUBDIVISION.- PARADISE VALLEY SECTION: i1 T8WNSHIF": .1.1N 19958 (SQ. F::'T. OR ACRES) LOT: "'.' RANGE: BL. OCI<: 8 certit'y that: 1'. I am ~'amilial. with the requirements £of c~n-site .,sewers and wells as set ~'or-~h by the Municipality o~ Anchot~age (MOA) and the State of Alaska. 2. I will install the system in accordance with all MBA codes and regulations, and in compliance wi'Lb the design criteria o~ this permit. 3. I will adhere to all MBA and State o~ Alaska r'equirements ~or the set back distances from any existing well, wastewater disposal system or public sewerage system on 'Lhis or any adjacent of nearby lot.. F A LIFT STATION IS INSTALL. ED IN AN AREA COVERED BY MBA BUILDING CODES, 'HEN (1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (~?) AS-BUILTS IIL. L ND'I' BE AF'F'I~OV~{D ~I'I"HSUT A~ ELECTRICAL INSPECTION REPORT~ AND (3) "['F..E. ALASKA ehdlROr/meiflTAL COFITROL SE R"urCe$, II1C. ~n§ineerin§ 8 ~noironmcntaJ Sludics SPECIFICATIONS FOR BED WASTEWATER TREATMENT SYSTEM - LOT 3, BLOCK 8, PARADISE VALLEY SUBDIVISION 1.0 GENERAL 1.1 1.2 1.3 1.4 1.5 THE DRAWINGS, SHEETS 1 THROUGH 7, SHALL BE PART OF THIS SPECIFICATION. · ALL MATERIALS AND WORKMANSHIP SHALL MEET THE REQUIREMENTS OF ALASKA DEPARTMENT OF HEALTH AND HUMAN SERVICES, THE CONDITIONS OF THE PERMIT, AND ALL APPLICABLE RULES AND REGULATIONS CURRENTLY IN EFFECT. ALL EXCAVATIONS AND DEPTHS ARE ADVISORY AND ARE TO BE VERIFIED IN THE FIELD BY THE ENGINEER, OR INSPECTING AGENCY. IT IS THE RESPONSIBILITY OF THE OWNER OR INSTALLER TO ADHERE TO APPROVED DESIGNS FOR INSTALLATION, AND TO MAINTAIN THE SPECIFIED SEPARATION DISTANCES, AND TO HAVE APPROPRIATE INSPECTIONS. IF THE INSTALLATION IS NOT INSPECTED BY AN AECS ENGINEER, AECS WILL NOT BE RESPONSIBLE FOR THE DESIGN. AN ENGINEER AT AECS SHOULD BE CONSULTED PRIOR TO CONSTRUCTION, TO DETERMINE THE NUMBER OF INSPECTIONS THAT WILL BE REQUIRED AND TO EXPLAIN WHAT THESE INSPECTIONS WILL INVOLVE. 2.0 SEPTIC SYSTEM 2.1 2.2 THE SEPTIC TANK SHALL BE A UPC APPROVED TWO- COMPARTMENT TANK, CONSTRUCTED OF 12-GAUGE STEEL WITH BITUMASTIC COATING, SET LEVEL ON UNDISTURBED SOIL, AND INSULATED WITH AN OVERLYING LAYER OF 2 INCH BURIAL TYPE POLYSTYRENE. THE SEPTIC TANK SHALL BE A MINIMUM OF 5 FEET FROM THE HOUSE FOUNDATION, AND A MINIMUM OF 5 FEET FROM THE ABSORPTION AREA. 2.3 THE SEPTIC TANK AND BED SHALL BE A MINIMUM OF 100 FT. FROM ANY PRIVATE WELL OR BODY OF WATER, 150 FEET FROM CLASS C WELLS, AND 200 FEET FROM CLASS A OR B WELLS, UNLESS OTHERWISE SPECIFIED. LESS THAN THE REQUIRED SEPARATION DISTANCE MUST HAVE PRIOR APPROVAL OR WAIVER BY ALASKA D~PARTMENT OF ENVIRONMENTAL CONSERVATION (ADEC). 2.4 PIPING SHALL BE FITTED WITH A MECHANICAL WATERTIGHT CALDER COUPLING ON THE OUTLET AND INLET OF THE SEPTIC TANK. PIPING SHALL BE 4-INCH SOLID PVC ASTM D3034 OR CAST IRON, SLOPED A MINIMUM OF 1/4" 1200 Wcsl 33r~ Aucnu¢, Suite ~, Anchorage, ~Jdska 99503 ,(907) 551-5040 MUNICIPALITy OF , '~'~ciXlTAt. pp, OTF:~.TioN &' 0 1985' RECEi_V£D 2.5 PER FOOT WITH A MINIMUM OF 4 FEET OF COVER. CLEANOUTS SHALL BE INSTALLED AS DESIGNATED AND CAPPED WITH AIR-TIGHT ~AIN CAPS (JIM CAPS OR EQUIVALENT), AN}) EXTEND A MINIMUM OF 2 FEET ABOVE GROUND LEVEL. 3.0 SEEPAGE BED 3.1 THE GRAVEL FOR THE BED SHALL BE 0.5 TO 2.5 INCH, SCREENED ROCK WITH LESS THAN 3% PASSING THE #200 SIEVE. ALL SUBSTITUTES MOST HAVE PRIOR DEPARTMENT OF HEALTH AND HUMAN SERVICES APPROVAL. 3.2 THE BOTTOM OF THE EXCAVATION SHALL BE LEVEL AND RAKED WITH THE BACKHOE BLADE TO INSURE THAT THE BOTTOM HAS NOT BEEN COMPACTED DURING EXCAVATION. 3.3 THE DISTRIBUTION PIPE SHALL BE 4-INCH RIGID PVC WITH A MINIMUM CRUSH STRENGTH OF 1500 LBS. ALL PIPES SHALL BE LAID LEVEL, AND SPACED ACCORDING TO THE DRAWINGS. 3.4 TWO MONITOR STANDPIPES SHALL BE PLACED AS SHOWN IN THE DRAWINGS. THEY SHALL BE RIGID PVC ASTM D-3034, OR 4" DIAMETER CAST IRON. THE SECTION SHOWN WITH HOLES MAY BE EITHER 0RILLED 0.5" HOLES ON THE 6 INCH CENTERS ON OPPOSITE SIDES OF THE PIPE, OR A SECTION OF REGULAR PERFORATED SEWER PIPE MAY BE CLAMPED TO THE SOLID SECTION WITH A NO-NUB COUPLING OR SOLVENT JOINT. A RUBBER RAINCAP (JIM CAP OR EQUIVALENT) SHALL BE PLACED OVER THE TOP OF THE PIPE. 3.5 IF THE FINAL GRADE OVER THE BED IS LESS THAT 4 FEET ABOVE THE GRAVEL, INSULATION I$ REQUIRED, USING DOW EXTRUDED BLUE STYROFOAM BOARD. THERE St{ALL BE 1" OF INSULATION FOR EVERY FOOT OF SOIL LESS THAN THE REQUIRED 4 FEET OF COVER, BUT THERE MOST B~ ~£ LEAST 18" OF SOIL EVEN THOUGH INSULATION IS USED. THE SOLID PIPE EXTENDING FROM THE SEPTIC TANK TO THE DRAINFIELD SHALL ALSO HAVE 4 FEET OF COVER OR AN EQUIVALENT LAYER OF INSUkATION COMBINED WITH SOIL TO PREVENT FREEZING OF THE LINE. 3.6 IF INSUkATION IS NOT NECESSARY, THEN THE GRAVEL MUST BE COVERED WITH A LAYER OF NONWOVEN FABRIC (SUCH AS MIRAFAI, FIB~ETEX 200 GRADE, POLY-FILTER X, OR EQUIVALENT)° 3.7 THE TOP AND SIDES OF THE BED SHALL BE PLANTED WITH A WHITE CLOVER AND RED RESCUE MIX OR BLUE GRASS. 4.0 THE LIFT STATION 4.1 THE STOCK MATERIAL FOR THE LIFT STATION SHALL BE EITHER GALVANIZED STEEL (ASTM A-4444-76), OR ALUMINUM CULVERT, CAPABLE OF BURIAL TO 10 FEET. 4.2 ~EHE 36" DIAMETER PIPE FOR THE LIFT STATION SHALL HAVE A WELDED WATER TIGHT BOTTOM O~ THE SAME THICKNESS AND COMPOSITION AS THE CULVERT. 4.3 ALL PENETRATIONS OF THE LIFT STATION SHALL BE WELDED AND WATER TIGHT. ALL WELDS SHALL BE CLEANED OF SLAG. WELDS ON GALVANIZED STEEL WILL BE SPRAYED WITH ZINC RICH PAINT OR COATED WITH BITUMASTIC. 4.4 THE TOP CAP SHALL BE RAIN TIGHT AND SECURELY FASTENED WITH SCREWS. A TWO INCH LAYER OF POLYURETHANE FOAM SHALL BE GLUED TO THE INSIDE OF THE TOP CAP. 4.5 ALL ELECTRICAL FITT£NGS AND CONNECTIONS IN THE LIFT STATION SHALL ~ET THE REQUIREMENTS FOR A WATER TIGHT SERVICE. 4.6 THERE SHALL BE A HIGH LEVEL ALARM, PEABODY BARNES 6147 OR EQUAL SET AT THE LEVEL OF THE SOLID PIPE FROM THE SEPTIC TANK. THE BUZZER SHALL BE LOCATED NEAR THE ELECTRICAL CONTROL PANEL OR IN A LOCATION DESIGNATED BY THE HOMEOWNER. 4.7 THE SUMP PUMP SHALL BE CAPABLE OF DELIVERING i0 GPM AT A HEAD OF 200 FEET. 4.8 PROVIDE A CALDER COUPLING AT THE CONNECTION OF THE 4" SOLID PVC INFLUENT PIPE AND 4" STEEL NIPPLE. 4.9 THE PUMP SHALL BE CONTROLLED BY A DIFFERENTIAL MERCURY FLOAT SWITCH, ADJUSTED TO ALLOW A TWO FOOT SPAN BETWEEN 'ON' AND 'OFF', AS SHOWN IN THE DRAWING. ALL RELAYS AND ELECTRICAL CONTACT SHOULD BE LOCATED OUTSIDE THE CHAMBER TO PROTECT THEM FROM CORROSION, PREFERRABLY IN A DRY LOCATION WITHIN THE HOME. 4.10 COAT THE INTERIOR OF THE CHAMBER WITH BITUMASTIC PAINT OR TAR TO APPROXIMATELY 3.5 FEET ABOVE THE BOTTOM. 4.11 MOA BUILDING CODES: WHEN LIFT STATIONS ARE INSTALLED WITHIN THE MUNICIPALITY, AN ELECTRICAL PERMIT AND INSPECTION ARE REQUIRED. IN AREAS NOT COVERED BY MOA BUILDING CODES, THE SYSTEM SHALL BE INSPECTED BY A LICENSED ELECTRICIAN TO INSURE THAT THE ELECTRICAL INSTALLATION IS IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS. CONTROL SERVIC'~, INC. o1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561-5040 SHEET NO. OF CALCULATEC BY Z~'~ ~ "~ CATE CHECKED BY CATE /" = ~' SCALE CONTROL SERVIC~iNC. 1200 Wbst 33rd Avenue, 'Suite B CALCULATED BY ~¢ ~ DATE ANCHORAGE, ALASKA 99503 CHECKED BY DAT~ (907) 56~'5040 CONTROL SERVICE~_ANC. , ' ,1200 West 33rd Avenue, Suite B ANCHORAGE, ALASKA 99503 (907) 561-5040 SHEET NO. ~-) OF · CHECKED BY DATE ' .l"- e"?e i ! .... g' r~.~.~n~ ~,flVIl~Ufl~~ ~i I ~L GONTROL SERVICE~INC. ANCHOR/~GE, ALASKA 99503 ({~07) 561-5040 S"EET "O. ? OF "~ CHECKED BY. DATE SCALE ~JI,I I nuI. o~-nvJ~-.~ ~l~. 1200 West 33rd Avenue~ite B ANCHORAGE, ALASKA 99503 (907) 561-5040 CHECKED BY DATE , · 1200 West 33rd Avem ~uite B · 'ANCHORAGE, ALASK~.~9503 (907) 561-5040 ".~ · ',' TA GAIYANIZ£D OR PAINTED METAL COVER ~" UR£THAN£ POWER AND PUMP CONTROL LINES CONDUIT PUMP I At~OUND PIPE O4"DIA SOLID PVC PIPE_ M SEPTIG TANK · CA~ DER COUPL lNG FLOAT SWITCH PUMP A£ A t~M eL AMP · PUM~ 'INSIDE OF PiT SHALL B£ COATED WITH 81TUMINOU$ PAINT O~ i~" DIA PULL-PIPE ADAPTER POP PUMP tPEMOVAL ~ROUND LEVEL I ~ DIA $~L PIPE ~.ESS ADAPTER lNG ~tlN ....... ~" SOLID PE ~0 ABSORPTION ",~-/ WATER WELL RECORD STATE OF ALASKA DEPARTMENT OF NATURAL RESOURES DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION O.,,ing Pe.m,t No. 1 0 1985' LOCATION OF WELL (Please complete either lo, lb or lc.} A.D.L. No, lc.Il DISTANCE AND DIRECTION FROM ROAD INTERSECTIONS 5. OWNER OF WELL: ?'~,~i.}t~O Address: 1, ,.../!' '',, C','~ ..... il ('i :~, Street Address and Area of Well Location 2. WELL LOG Feet Below 4. WELL DEPTH: (final) 5. DATE OF COMPLETION Surface ' '~'J ft. ~'~ - - Moterlol Type Top Bottom ( ~' ~,' ~ .... ~ Auger ~etfed ~Bored ~Othe,: }'~O~.COL;I~: f?:'(~?' ~'" ~ TM ~i0~.'~1 ~ ~ ~ 7. USE: ~ Domestic ~ Public Supply ~ Industry ~ ?[U.~"(}.I']t~:~E;., ~ Irrigation ~ Re~horge ~ Co~ericol ~ :~''~ ' ~ .... 8. CASING: ~ Threaded ~ Welded diam. ~ in. to ~J~'- ff. Depth Weight .~ ri, lbs./ft. [0, STATIC WATER LEVEL: ~J'? ft. ~'~ ~ Above or ~ Below land surface Dote Equipment used: ~;~'~.~}~[ ' i 12.GROUTING Well Grouted: ~ Yes ~ No Material: ~ Neat Cement ~ Other: 15. Water Temperature ~.o ~ F ~ C 20 i2,992 14,498 5 2..5,825 6 24,051 7 17, 957 2 19,269 18 8 ~ ~; 25,155 : 9 · 25,2 72 19,958 17 .21,014 Oi.q 4 -21,203 5 ~[5,524 20,645°°.''~;" 25~577 .15 17,924 I0 20,806 60. O0 'x °.~ %COURT % 6 \ \ 7 17, 872 \ \ \ 8 17, 827 2 MUNIcIPALITy OP ~ANCH ~-- DEPT. OF HEA' ORAG~ N,,,.,~,,,~. PROTECTioN RECEIVED ~CLUSION NOTE: It Is the responsibility t0 determine the existence of any easements, covenants, or restrictions which do not appear on th~ recorded subdivision plat. Under no circumstances should any data hereon be us~ for construction or for establishing bounda~ of fence lines. ~NGINEERB · PLANNERE~ · BuRVEYORB 40 WEST BENSON BLVD. 272-9231 ~NCHORAGE, ALASKA 99503 562-5291 C.-GAL DESCRIPTION: .' SURVEY CERTIFICATION: I hereby certify that I have surveyed the property shown end d scribed hereon and that tho Improvements situated thereon are within tho property lines and r oncroachmenti exist other then noted. PLEASE NOTE: It Is the contract -or'g responllblllty to check top of foundation In retatlon to finish grade end building let- becks In relation to lot lines end easements, LEGEND: SET FOUND 6/8" REBAR O 0 HUB & TACK MONUMENT AL-CAP PK NAIL X RaN PIPE (~) I= ELEVS,- DATUM ASSUMED ...... ROW' "' APPLICATION Appl $-c'ant It~ ~¢¢~' ' Piease I~F~ ',~[ Address t~Oct C~-~6~ I-6~ ~ Telephone ~ ~q ~ Date Taken Description ii.e, legal description, street address, street nam~ a~d cr:.~ streets, general area): e Use desired of such pdb)ic olace (i.e. street construction, ut~lft:r culvert; driveway, matbri.al 'storage, encroachment, other): ~~_ ~'ro.,~,4 Q,~. L,~ ~. ~.~."~ .- 0 t t.~ ~.~--~ ~-?~" e Plans, specifications, description of work, estimated cost of cc~t~n~:t~o~, limits of work, methods to be employed, and other information necessary to e~'el~ate t~ design. (The location of all aerial, surficial or underground faciliti~.~ s'h..~ll ~e $~ on the plans): MUNICIPALITY OF ANCHORAG,~ D ...... ;'i[ALTH ~ ENVIRONMENTAL PROTECTION RECE'IVED Office Comments: Bond required: Permit Issued: No. -Da te 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 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D, # 020-413-'23 1. GE .NERAL INFORMATION Complete legal description ~.ot 3; Block 8; Paradise Valley Location (site address or directions) 6010 Austria Anchorage, AK Property owner Mailing address Lending agency Mailing address Kurt Huesman Day phone 345-7638 60i10 Austria Dr. Anchorage, AK 99516 Day phone Agent Address Day phone Unless otherwise requested, HAA will be held for pickup. NUMBER OF BEDROOMS: 3 TYPE OF WATER SUPPLY: Individual well XX Community well Public water NOTE: 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-~325 (Rev. 1/91) Front MOA~21 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 system is in compliance with all Municipal and State codes, Name of Firm Address Engineer's signature ordinances, and regulations in effect on the date of this inspection. 73~o ~ast Chester Hts. Circle A~chorage, Alaska 99504 Phone Date ALASKA WATER & WASTEWATER CONSULTANTS~ INC IS TO BE PAID $2670.00 AT CLOSING FOR ENGINEERING SERVICES PERFORMED. DHHS SIGNATURE / Approved for Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: Additional Comments Date /' / ~-~ ' c7~ 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 DHHS 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. 72-O25 (Rev. 1/91) Bsck MOA #21 Municipality of Anchorage I~0~ , .: ,~/~a~i~' _~ DEPARTMENT OF HEALTH & HUMAN SERVICES :~' Environmental Services Division 825 L Street, Room 502 · Anchorage, Alaska 99501 · (907) .343'-4-744 -~ ~c~^~ Legal Description: Health Authority Approval Checklist A. WELL DATA Well type :~'/~'~--~ Log present (Y/N) x/'~ ~ Total depth 7/ Sanitary seal ~.~'N ) y ~'-~ If A, B, or C, attach ADEC letter. ADEC.water system number Date completed ~'////~.~" Cased to c~ z_// / Casing height (above ground) FROM WELL LOG // Wires properly protected~/N) ~ ~.-~ AT INSPECTION Date of test Static water level Well production g.p.m. WATER SAMPLE RESULTS: Coliform Date of sample: /~/.2 ~/'~::~ Nitrate /, ~¢:,0._ /.~/~,///_ Otherbacteria Collected by: (~/:2 I/t//' B. SEPTIC/HOLDING TANK DATA ..~._ ~)~ Date installed ,,~'~:~T_ ank size /~PO~ Number of Compartments .. Foundation cleanout(~/N) ~'E~' Depression (Y/~). /¢-~ High water alarm (Y/N) Date of Pumping -/R-E-gc~,,,~/c,,~,,/q~ :~mper ~,: C. ABSORPTION FIELO DATA Date installed /~//~-7-:/a./~-~ Soilrating (g:l:~l~ff~orfF/bdrm) ~9/'~ Systemtype Length /~- ~ ~: Width /;/'2-~ Gravel thickness below pipe ~). ~ ~ Cleanouts~N) Total depth ~ ' ' Effective absorption area/D~ ~"~. Monitoring Tube present~tr~l) ~/ Depression over field (y~!~). ~ Date of adequacy test /~,//~ -~q/~r' Results (Pass/Fail) ,4ff.//~ For ~ bedrooms Fluid depth in absorption field before test (in.); ~ Immediately after ~ gal. water added (in.): Fluid depth (ins) Minutes later: Peroxide treatment (past 12 months) (Y/N) Absorption rate = ~ g.p.d. If yes, give date ~ 72-026 (Rev. 3/96)* Date installed ~ Manhole/Access (Y/N) __ *Datum High water alarm level at* "Pump off" level at* SEPARATION DISTANCES Absorption field on lot Public sewer main Sewer/septic service 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 /~3 -/- Surface water/drainage ~"~¢ -/- Wells on adjacent lots SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line Surface' water Curtain drain ENGINEER'S CERTIFICATION Icertifythatl ~et~ Signature Engineer's Name Date HAAFee $ ~/~)" ~d> / ~ Building foundation /~ "/- Water main/service line /~ '~ /~ -/- Driveway, parking/vehicle storage area ~ ~'~j'~e~'/% dJ~'~u_~--,7, Date of Payment Receipt Number Wells on adjacent lots Waiver Fee $ Date of Payment Receipt Number 72-026 (Rev. 3/96)* Rick Mystrom, Mayor Municipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 http:ffwww.ci,anchorage.ak.us November 12, 1998 Jeffrey A Garness, P.E. Alaska Water & Wastewater Consultants, Inc. 7320 East Chester Heights Circle Anchorage, Alaska 99504 Subject: Waiver Request for Lot 3 Block 8 Paradise Valley Waiver Request #WR980090, PID #020-413-23, HA#HA980428 Dear Mr. Garness: Your request for a waiver of the required 10 foot separation between an on-site wastewater disposal system and a lot line has been approved. The waived distance is a 1 foot waiver between the absorption bed and the north properly line along Austria Drive. This approval applies to the existing on-site wastewater disposal system lot line separation only. Any future upgrade to the on-site wastewater disposal system will require all separations be met or another approval from this department. If there any further questions or concerns regarding this waiver, please call our office at 343-4744. Sincerely, Donna C. Mears On-site Services ljw #7 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-site Services Section Wa'iver Review Worksheet WR~ [jh~ PID~ Date Received: ~Q e~~ Legal Description: Engineer: ~<~ ~~ ~ ~~~ ~Q [~~ ~C. Applicant: tOC~ Waiver Requested: Criteria: 1. Geology: Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation TOTAL: Special Conditions: 3. Other: Waiver is Granted: ~ Waiver is NOT Granted: List Conditions or Reasons for above: Date: //'/Z' ~'~ N~me of Reviewer Rec #: 0~0~ (~O0~) Amount: $ 1/~~ Date Paid: Alaska Water & Wastewater Consultants, Inc. 7320 East Chester Heights Circle ~ Anchorage ~ Alaska 99504 Phone (907) 337-6179 ~ Fax (907) 338-3246 November 10, 1998 Municipality of Anchorage Department of Health & Human Services P.O. Box 196650 Anchorage, AK 99519-6650 RECEIVED NOV 1 0 1998 Municipality of Anchorage Dept. Health & Human Services REFERENCE: Lot 3; Block 8; Paradise Valley Property line waiver request Request you issue a one foot property line waiver from the absorption field on the referent ,ed property to the north property line. We do not anticipate any adverse effects to neighboring properties with the issuance of this waiver. The property line is adjacent to a road fight of way. If you ret uire addition~j tormation, please Je G~ess, P.E., M.S. contact us. JAG/gk CT&E Rcf.s Proj~ Name/# Man-ix Sample Rema~: Client PO~ Print~d Datefl3.me 11/02t98 16:27 Co]l~od Da~elT~e 10t28/98 R~{iv{d ~te~" 10129198 T~c~ Dlm~or: Stephen C. Ede Total [oL[fo?~l 0 0,100 ~/~ iPA 300.0 10 II, ax 10/~9795 10729798 GCP RECEIVED NOV 1 0 ]998 O M~rj/c{paHly of A:~c;qora.qe eot. HeaJ~h & Human Settees MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application Date GENERAL INFORMATION ia) Legal Description (include lot, block, subdivision, section, township, range) (b) (c) id) Location (address or direct!on~) Applicant Name _ /11,"/(e ?¢"~/'/ Telephone: Home Applicant Address /¢¢'o ~/ C,',~d~ £~ ~t ~ ~4~ Applicant is (check o~): L~nding Instit~,tio ner/buiJder ~; Buyer ~ Other Lendir~g Institution Telephone ~¢dress Business (explain); (e) Real Estate Company and Agent Address Telephone (f) . Mail the HAA to the following address: TYPE OF RESIDENCE Single-Family~Z¢- Multi-Family Number of Bedrooms Other WATER SUPPLY Individual Well~ Community [] Public [] ' / Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. SEWAGE DISPOSAL Onsite.~ Public [] Community E] Holding Tank [] Note: If corr~munity well system, must have written confirmation from the State Department of Environmental Conservation' attesting to the legality and status. Page 1 of 2 72-025 (11/84) .. '.- -_ -,. ',.~ ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION 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 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 ail Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm Address /~0o Date DHEP APPROVAL ~ Approved for /~_~-~..a~eOrooms by ',~~ L--- ~/--~¢"7~-(¢_~- Approved /X Disapproved Conditional Terms of Conditional Approval CAUTION The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP 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. Page 2 of 2 72-025 (11/84) MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 264-4720 Legal Description: MUNICIPALITY OF ANCHORAG,~ DEPT. OF HEALTH & ENViRONMENTAl- PROTECTION 1985' WELL DATA Well Classification Well Log Present ~)N) Total Depth ~ / Cased to Static Water Level Casing Height Above Ground Electrical Wiring in Conduit ~N) Separation Distances from Well: To Septic/Holding Tank on Lot If A, B, C, D.E.C. Approved (Y/N) Date Completed 7 ~ ft ~ ..~5- Yield ~'~ Depth of Grouting -- ,'~ Pump Set At ~- ~' ,2. ~ ' Sanitary Seal on Casing Depression Around Wellhead /vA ; On Adjoining Lots To Nearest Edge of Absorption Fieid on Loi /5-O' ,.~-; On Adjoining Lots To Nearest Public Sewer Line /,VA To Nearest Public Sewer Cleanout/Manhole Water Sample Collected by Water Sample Test Results ~'~' To Nearest Sewer Service Line on Lot ~)¢-'~"~ ; Date ~' -4-' Comments B. SEPTIC/HOLDING TANK DATA Date Installed Standpipes~)N) Depression over Tank (Y/~) Pumping/Maintenance Contract on File (Y/N) Holding Tank High-Water Alarm (Y/N) Separation Distances from Septic/Holding Tank: To Water-Supply Well / To Property Line To Water Main/Service Line Course Size /ooo No. of Compartments ,,2_ Air-tight Caps~;~N) Foundation cieanout~/N) Date Last Pumped "¢'~ ; for f¢'"¢ Temporary Holding Tank Permit (Y/N) To Building Foundation To Disposal Field / To Stream, Pond, Lake, or Major Drainage Comments Page 1 of 2 72-026(11184) C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed 6 ~'~ ~ ¢~ Width of Field V~-~ Square Feet of Absorption Area Depression over Field (Y/~_ V Results of Last Adequacy Test ~,-A- Separation Distance from Absorption Field: To Water-Supply Well To Building Foundation Lot To Water Main/Service Line G'r' fo ' To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments Type of System Design Length of Field __ Depth of Field d'' '/'~ Gravel Bed Thickness Standpipes Present (ff'~N) Date of Last Adequacy Test To Exi§fing or-Abandoned System on' ' ; On Adjoining Lots ~' 'r .$o To Cutbank (if present) /o ¢" 'f" ,¢/~.¢/,,./~--..., "Pump On" Level at ~~ "Pump Off" Level at High Water Alarm Level at Tested for ~....~.~.~-~ Pump~d. uring Adequacy Test. Meets MOA Electrical Codes (Y/N) ./ ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect on the date of this inspection. MOA No. Company Receipt No. Date of Payment Amount: $ Page 2 of 2 72-026 (11/84) Engineer's Seal