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HomeMy WebLinkAboutWOODRIDGE BLK 2 LT 1Woodridge Block 2 Lot 1 #020-093-09 Jun 03 19 02:39p 1 •:arx �er�icrr 43y:o/ Anchorage, Well & Pump Ser 90724 _0742 Development ,Services Department Building Safety bivisiort On -Site Water sat Was ewater program 4.700 Elmore Pcac i R0, Sox 196,650 .%h c rune, AK 99507 i t`lw' .ini fI _or/a,5iT- (907),343-79C4 '(907)343-7904 PUMP Installation Loa ry'ell "rilling P`r-tnit NUlr.ber: S -W Parcel Zrl':tltitacation I+iu.nt itr:- X 20- D�3 0 % Legal Dc riptiori �J4©Jr + d '4ate of Issue: lilYqq a I - 0.'1w. Prape: ty f}wner "Wne &c Address: .>2 Llte"'�'e Pump fnstailat9oi D P'r,rnp ineake Depth Iislow Top of WeII C asin�: Pua'np "fannfacturer's Name; Pump I4Yodel: Wttutp Size f j hp Pitless Adapts l3u!•ial Depth: Witless Adapter-ianufarturer's Name: f�wn fl J C:k,— Pitiess Ad;ipter lustaller: Well Disin ceted rlparc Completion? a14'es No Method ofDisinfectioll: Comments: fj*47�s Puanp -Installer Narae: p.1 Avc],ol . w4lr c),/I. T"Ic, Attention: T1lepttnr int=. "' wn• P p109'0 p a,Ier shall l:rrcvide a installat.. or. lug o the DS"'D within. 3i days of pump• irstal'a<ior. Municipality of Anchorage 0P4., Development Services Department 1 tiy: Z' Bullding Safety Division On -She Water and Wastewater Program, 4700 Elmore Road P.O. Box 196650 Anchorage. AK 99507 Page 1 of 3 www.d.ancWrage.ak.us (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SWOBO118 PID Number. 020-093-09 Rine Steven Lambe Wastewater System: ❑ New © Upgrade Ae 16744 Virgo Dr., Anchorage ABSORPTION FIELD Ph" µne.rae.eaaue j.{. Tmm Osw Trwwh DOW OMano DOew LEGAL DESCRIPTION as ROW9 Taw DM eome qW GVDF Fl, Block X100'+ Srbd~i Woodridge DWM0Piwtbmommmaw Gr..•i o~trhppe Fl TawWrp Renae Sewan Fa wbW eoow arpnr Vea• GrewWVW fl. FI. Well: [I New El c.w waT Nbbwa M.e re. fl. Chaeeoeon (Pnveu. A S. C) T" Depen Casa b T" wawpem rw Vpe Mwenr Ft. Ft Fe ASTM D3034 Dr DM 0r Soot Ww ""` owe � A+ Home Services H 7/D8 7217/08 r.a PSMw ew CgwyeAbwiiGr TANK GVMwnv R. FL SEPARATION DISTANCES 0 Septic ❑ Holding ❑ S.T.E.P. ❑ Other: To Septic Absorption I Uft Holding ubivi rNate F From Tank Fleld Station Tank Seer Low Anchorage Tank & Welding, Inc.1250 Gr vwr 140+ 160+ NA NA 120+ Mr steel r.now a Canprerwee 2 swf�w« 100•+ 100•+ NA NA LIFT STATION t01 L1ni 38 10+ NA NA NA F01i0ieon 17 35 NA NA 'Nnp an• M..� w w IYpn rew rrm w in b C~ Dren I NA NA NA NA FhnV Mre EMaixw wepwnwe perbrmea M Rwwks No change to drain6eld. Tank was removed and buried on site. BENCH MARK Lorwm noDaagam. garage floor wan 100.00 FT En Ineer's Stam Inspections performed by: RockyTrainor, Watkins Engr Dates: 11 7117ro8 2n1 c�,�'ocopOn^v 1 �� QF•.At Development Services Department ApprovalP,. '�' .� 49 TH Conditional Approval Date: PPA' ••••••• ..... t5i Reviewed by: ' Oq pp ��' +Qu"lO Q�s•'�' and approved Date: (tw owe) MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Jut 08, 2008 Expiration Date: Jul 08, 2009 Permit Number: SW080118 Parcel ID: 020-093-09 Legal Description: WOODRIDGE BLK 2 LT 1 Design Engineer: 0844 WATKINS ENGINEERING Site Address: 016744 VIRGO AVE Owner Name: STEVEN LAMBE Lot Size: 43560 SQ. FT. Owner Address: 16744 VIRGO DRIVE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99516 - This permit is for the construction of: ❑ 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 DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 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: -7, '09 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Jul 08, 2008 Expiration Date: Jul 08, 2009 Permit Number: SW080118 Parcel ID: 020-093-09 Legal Description: WOODRIDGE BLK 2 LT 1 Design Engineer: 0844 WATKINS ENGINEERING Site Address: 016744 VIRGO AVE Owner Name: STEVEN LAMBE Lot Size: 43560 SQ. FT. Owner Address: 16744 VIRGO DRIVE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE, AK 99516 - This permit is for the construction of: ❑ 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 DSD at least 2 hours prior to each inspection. Provide notification by calling (907)343-7904(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: Date: Municipality of Anchorage Development Services Department Building Safety Division • _ _ Onsite Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 9951M650 www.muni.org/onshe (907)343-7904 ON-SITE SEWERIWELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 020-093-09 Property owner(s) Steven Lambe Day phone Mailing address 16744 Virgo Dr.. Anchorage Zip Code 99516 Site address 16744 Virgo Drive. Anchorage Zip Code 99516 Legal description (Sub'd., Block & Lot) Woodridge Block 2 Lot 1 Legal description (Township, Range & Section) Lot Size 43,560 Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field ❑ Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms 4 THIS APPLICATION IS AN: Initial Upgrade Renewal e- certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is In accordance with applicable Municipal Codes. ffij,e� P. 6. (Signature of prope((y owner or authorized agent) Permit/Rush Fees: W> ro Date of Payment: 41,7 la Receipt Number. (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number. Watkins Engineering, Inc. P.0 Box 110443, Anchorage, AK 99511 (907)349-1851 cwellis®gcLnet July 7, 2008 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 RE: Woodridge SID, Blk 2 Lot 1 Proposed Septic Tank Replacement To Whom It May Concern: Attached please find an application to install a new 1250 gallon steel septic tank at the referenced 4 bedroom house in Anchorage. The existing tank has failed, as it currently has only 4 inches of fluid in it. No work is proposed on the drainfield. There are no private wells within 100 ft of the septic system and there are no slope or surface water concerns. I do not believe that this work will have any adverse affect on any adjacent properties' water and wastewater needs. Thank you for consideration of this permit application. If you have any questions or need further information, please call me at 349-1851. Sincerely, (�W/i, tv Cindy W: Ellis, P.E. President 4 5 IF L `I *IN I I O 11 m m I WELL I �I W V1v. ILL Existing system I I I I I / I I Septic Area Propos I I Undeveloped 3 W; 3 2I QI N 0 U tY 4 Septic O 2 Area m rn I¢, LU Approx. location C7 U / \ of well I �m O Inew \ ik-/ xisting House��' I f\ f WELL — ��--------- — —�� -- ------ 7 --7 —1 .rr — / Aiwell I citlon Undeveloped I - - - - -------- -r----------- Septi . Area ApproI / pr III I ofwell tit " � \ / of well ` ` Block 3 ' 111 Block 2—j %/0' Q II q 5 CO I I I I Block 4 2 I I I I �J / \ I I Block 3 \� 6 Woodridge Blk 2 Lot 1 Site Plan Steven Lambe Parcel ID: 020-093-09 Cindy W. Ellis, RE July 6, 2008 Scale: 1' - 100' Watkins Engineering, Inc. P.O. Box 110443 Anchorage, AK 99511-0443 Phone: (907) 349-1851 Fax: (907) 349-1934 I I 1 I I 1 I I 1 I 5 I j 6 49 IHW* 2 b Co m C3 0 v 0 0 \ Approx. 100'well radius o1 Lot 2 Based upon a survey by Kenneth G. Lang, LS -5202 February 4, 1997 and a septic system asbuitt by Ken Du(fus, CE -7116; November 13. 1996 N 8905645'E I I slope 1c $/o slope c05% — — I Proposed new No work propsed 1250 gal steel on drainfields se tic tank I ip I DC / DCO I I DCO DCO slope <15% A 9, — Existing 1250 -g al steel septic tank Existing 4 BR/ to be abandoned House / I in place. Der CCl�F , IV. / I No slope concerns I I slope <15% I DRIVEWAY I I WELL I I 1 I I I ------------------------------------------------- 10' utility Easement N 89°57'18"W -------------------- I Loma Estate Subd. \ I Blk 1 Lot I I � I � I Woodridge Blk 2 Lot 1 Proposed Septic Upgrade Steven Lambe Parcel ID: 020-093-09 Cindy W. Ellis, P.E. JULY 6, 2008 Scale 1 Inch - 30 ft Watkins Engineering, Inc P.O. Box 110443 Anchorage, Alaska 99511-0443 Phone: (907) 349-1851, Fax: (907) 349-1934 b ro CD M 0 0 0 0 II I� I I I I I I I I I I I I I I I I I I N 89°5645'E CO3 C04 MT2I MT1 OV ST2 T1 A CO2 CO1 DC03 DC01 DC 04 DCO2 4 BEDR09M HOUSE I I WELL I Driveway (Approximate) Lot 1 ------------------------ \ 10' Utility Easement N �t---------\--------5------------ \ Loma Estate Subd. Slk 1 Lot 1 AS -BUILT Based upon a survey by Kenneth G. Lang, LS -5202 February4,1997 Woodridge Blk 2 Lot 1 Record Drawing of Septic Upgrade Steven Lambe Parcel ID.020-093-09 Watkins Engineering, Inc Permit No: SW080118 Cindy W. Ellis, P.E. P.O. Box 110443 July 28, 2008 Anchorage, Alaska 99511-0443 Scale 1 Inch - 30 ft Phone: (907) 349-1851, Fax (907) 349-1934 A B ST1 31.65 19.2 ST2 39.58 27.25 DCO1 28.73 25.95 DCO2 29.35 17.20 DC03 41.53 29.23 DC04 42.37 30.27 DV 57.46 45.00 CO1 50.06 36.77 CO2 67.63 53.10 CO3 70.22 66.77 C04 53.35 54.05 MT1 54.46 53.72 MT2 69.67 64.41 4 BEDR09M HOUSE I I WELL I Driveway (Approximate) Lot 1 ------------------------ \ 10' Utility Easement N �t---------\--------5------------ \ Loma Estate Subd. Slk 1 Lot 1 AS -BUILT Based upon a survey by Kenneth G. Lang, LS -5202 February4,1997 Woodridge Blk 2 Lot 1 Record Drawing of Septic Upgrade Steven Lambe Parcel ID.020-093-09 Watkins Engineering, Inc Permit No: SW080118 Cindy W. Ellis, P.E. P.O. Box 110443 July 28, 2008 Anchorage, Alaska 99511-0443 Scale 1 Inch - 30 ft Phone: (907) 349-1851, Fax (907) 349-1934 Final Grade= 99.33 AS -BUILT Woodridge Blk 2 Lot 1 Record Drawing of Septic Upgrade Steven Lambe Watkins Engineering, Inc Parcel ID:020-093-09 Permit No: SWO80118 Cindy W. Ellis, P.E. P.O. Box 110443 July 28, 2008 Anchorage, Alaska 99511-0443 No Scale Phone: (907) 349-1851, Fax (907) 349-1934 To Existing Drainfield OF A vp% ................ 0 � 49 TH�PA~� s�GO . ............................ Municipality of Anchorage Page Of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 U Telephone: 343-4744 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number:Sv e—Ina�3 —_ PID Number: _020 -L793 -O2_ �—� Name: Wastewater System: New ❑ Upgrade Address: _ _ ABSORPTION FIELD Phone: No. Of DedroomsL Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound ❑ Other LEGAL DESCRIPTION Soil Rating: �— I 2 Total Depth from original grade: 10,51 ' GPD/Sq. Ft. _ Lot: Block: Subdivision: Z vfoo2( Depth to pipe bottom fro original rade: Y�(_I�$ 2,/7 Ft. Gravel depth beneath pipe YAFIES $.3-0, 1 Ft. _ l'ownship: Range: Section: __=__e Fill added above original grade: vaRles M/N• j• Ft. Gravel length:%/e, ^'/ /^ :172 � Irene!!— 3y Ft. WELL'' CX New ❑ Upgrade Gravel width: Ft. Number of lines: Distance between lines: Ft. ``/ Classification (Private. A,B,C): Total Deiepth: Cased Too,: Ft. �U Ft. Total abs fptio retia: //y/ .jI //' J Pipe mpate/sial: Driller:/ Date Drilled: Static Water Level: .'J .Ft. Insi7�IterJ /%/�/(�, j Date installetl: Iv Yield:—"JJ Pum et fat/: Casing Height Abovre/Ground: TANK G-- GPM [/!/�j /IU/.�!'f Ft. .G Ft. SEPARATION DISTANCES — Xseptic ❑Holding ❑S.T.E.P. To From Septic Tank Absorption Field Lift Station Holding Tank Public/Private Sewer Lines Manufacturer; FI"!7 C'/l0/agve J� Capacity in gallons: /., /Z5 0— Well- Material: l Number of Compartments: Surfac Watere /eTvl / /av `l-�- -- /ov'f STATION___ Lot Line / / // _LIFT Size in gallons: Manufacturer Foundation /(] �f /0 /t .� "Pump on" level at "Pump off" level aC Hi K titer alarm at: Curtain -N/ Jd _F f tel) a. .._ r �U l" Punn M W Model Electrical Inspectp rformed by: -- Drai�� ,��� Remarks: �X-/t(o ri!/owig euvf-ra,iM �ira�ots. BENCH MARK Location and Description:— /i/yl —e-- Assumed Elevation: ENGINEER'S SEAL or bb e �� oefi c°° •o o°4S.^. 11 k!� • rs !� wD 2q E) i ' �7 •b Inspections performed b 160 - tF 8 i� q a P P Y �'�O �— Dates: 1st_��_ aooc^. oa wun aa°�nc pan in°%1 2nd !0 Department of Heal and a ces apli6l air �om Ven,:C. r,°e Qn•nC�3/�C � °b ,o'O Reviewed and approved by: • _ Date: � ��©a�00 o�l-�-�sst����.�' 72-013 (Rev. 9/91) MOA 25 A -C=31,65 B -C=19.2 A -D=39.58 B -D=27.25 A -E=57.46 B -E=45.0 A -F=50.06 B -F=36.77 A -G=53.35 B -G=54,05 A -H=67.63 B -H=53.1 A -I=70.22 B -I=66.77 2 & r 7 AS -BUILT SYSTEM DETAILS/SITE PLAN PRM7TSw1�o0103 LOT 1, BLOCK 2, WOODRIDGE SUBDIVISION PID Ozo-Dq3-v% LOT 2 4 U TRE CH #2CN T.H. SEPTIC n l• TRENCH 1�C0 T ❑J D C C A ,038 C❑ E F H MT -- -- B4 BDRM DIVERTER *BM of°Os 99.36• o ER 1°° a i WELL 34 4 Q a 35 LOT 1 — LOMA ESTATES SCALE: 1' = 50' SCALE: NTS 0 �w a 00 1250 GAL SEPTIC 4. / [TANK OFAL4�1� 4 9T11 // oKENNETHCOS CE / � CG -77 116 W� �!'ROFGSS]ONPy it NAL GRADE FILTER FABRIC\ SEWER RUCK TRENCH Hi 32• 97.4 " EINAL GRADE FILTER eIC� SEWER RUCK TRENCH III? -- 34' — PRI PARLD F IJk STEVE I_AMDE 715 L STREET ANCHORAGE, ALASKA 99501 o 37 VARIES o.s ua I 77.42 RE, o 92.95 o.r 84.85 -I I77.42 Rox KND ENGINEERING 20441 PTARMIGAN BLVD EAGLE RIVER, AK, 99577 (907)696-6111/Fax (907)696-8111 ATF: 10/1(,/9( DRAWING It i From : ALPINE DRILL 907 345 0202 LOCATION OF WELL Nov.12.1996 11:20 PM P01 STATE OF ALASKA DEPARTMENT OF NATURAL RESOURCES DIVISION OF MINING & WATER MGMT WATER WELL RECORD Removal SUBDIVISIONLOT BLOCK SECTION CTRB SECTION TOWNSHIP RANGE MERIDIAN ❑N ❑E WELL 0O®3R: ' ' 7'oh r' 751 LOCATIONISKETCW - /r DEPTHS MEASURED PROMN[ Qcasing top ❑ground Surface WELL DEPTH; DATE OF COMPLETION ^^^--•�— Depth of holey ' ft BOREHOLE DATAi Depth Depth of casing:�It �'' ! {., !_• Material Type and Color From To — DEPTH TO, STATIC WATER LEVELI r' ;„a.: ('r.. "• �,. L��.,' -' 1 5: •��Z„•__it below top o1 casing ❑ground surface !>/:'•Vf'l:' /:1fs". his �%'Y.r •iny ,?e.(� • t ��J METHOD OF DRILLING; aft rotaryQ cable tool ❑ othe..:,w........•.-.....,.___._—,._...._..._..................,.,.. USE OF WELL: C1 dial Q irrigation Q monitor ❑ public supply ❑ other_--,�._. CASINO STICKUP: .7 ft. Dial ( In. to It Casing type:.., -fir,:. in. tow° eft WELL INTAKE OPENING TYPE: ❑ open end in screened _ In perforated ,V open holo Depths of openings: „ to it -- SCREEN TYPE: Diem: _� _In. __— Slot/Mesh Site: Length:_-- _ _—ft GRAVEL PACK TYPE:~ Volume used: _ Depth t0 tap: GROUT TYPE; Volume: Depth: from ft to ft _•• DEVELOPMENT METHOD: yam, ^. B2L Duration: NtUnir,Ipelity Ot AnGh fagP, LEVEL AND YIELD:_ ft after hrs pumping _Bpm — Oept L PUMP INTAKE DEPTH: ,_„_„_,•,••,,, ft Horsepower: L� WELL DISINFECTED UPON COMPLETION? D YES ONO CONTRACTOR INFORMATION: ffegfsSgF'edusinesS`ll; Name `— -�- Gil of Authorizedesp eemntavve 17ete REMARKS: PLEASE DV 5 ON 0 MININGIL WHITE o& W PY p F LOG TO: DNR/DIVISION MOM 3601 C St, Suite 800 AnahOraya, Ak 99503-5935 Yh(907)762-2538,Fax(907)562-1304 KND ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 1/FAX (907)696-8111 November 12, 1996 Municipality of Anchorage Dept. of Health & Human Services On -Site Services Section P. O. Box 196650 Anchorage, Alaska 99519-6650 Subject: Incomplete on-site construction projects Gentlemen: NOV 'I4 1996 raiui„ofpaii,y or Anchor, Oe pt. Health & Human go!"gr1fies As of this date we have several on-site septic and well permits which have not been completed for various reasons. This letter is to update your department on those projects and the reason for the delays in the submittal of the final inspection reports. Permit # Project Name Status SW960281 T14N, R1W, Sec 6, NE4SW4 Winter shutdown, Upflow filter system installed; Well drilled; No foundation, no electricity_ _ SW960103 _ Woodridge Sub, Blk 2, Lot 1 Well and Septic installed; Have not received survey as -built or well log SW960097 _ Glacier View Hts, Blk E, Lot 3 Well, Septic, and Foundation installed; Have not received as -built survey or well log SW950400 Hamann Sub, Lot 5A Well, Septic and Foundation installed; Have not received as -built survey or well log SW960195 River View Est, Blk 3, Lot 1 Well and Septic installed; Foundation not done, no as -built survey, no well to SW960226 100 Hills 1st Add, Blk 4, Lot 8 Well, Septic and Foundation installed; Have not received as -built survey or well log SW960264 Knik View Est, Blk 3, Lot 14 Septic and foundation in; Have not received as -built survey SW960325 Rouse Sub, Lot 1 Well and Septic installed; No foundation, no as -built survey ^_ SW960327 _ Hylen Crest #3, Blk 4, Lot 1 Septic installed; No foundation, no as -built survey Respectfully submitted, IT` ND Engineering Kenneth M. Duffus, PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE �Q 'ILS DEPARTMENT OF HEALTH AND HUMAN SERVICES �(7m P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW960103 DATE ISSUED: 6/06/96 DESIGN ENGINEER:ICND ENGINEERING EXPIRATION DATE: 6/06/97 OWNER NAME:LAMBE STEVEN SCOTT OWNER ADDRESS:16744 VIRGO AVE ANCHORAGE, ALASKA 99516 PARCEL ID:02009309 LEGAL DESCRIPTION: WOODRIDGE BLK 2 LT 1. LOT SIZE: 43560 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE I:N 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 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED B ISSUED BY: DATE: /17 DATE: V� KND ENGINEERING 20441 PTARMIGAN BLVD. EAGLE RIVER, AK 99577-8736 11 /FAX (907)696-8111 May 20,1996 Municipality of Anchorage Dept. of Health & Human Services On -Site Services Section P. O. Box 196650 Anchorage, Alaska 99519-6650 Subject: Lot 1, Block 2, Woodridge Subdivision - Sewer and Well Permit Gentlemen: Following a request from the owner regarding the proposed development of the referenced property, we dug a testhole for the proposed system and replacement field. The results of those tests are attached. The system will be placed on the west portion of the lot. As indicated on the site plan there is sufficient grade to maintain a gravity system. A 1250 gallon tank will be installed in anticipation of a 4 bedroom house being constructed. There is also sufficient area and grade to maintain a replacement gravity fed field. Both fields will be constructed at the same time. As indicated by the site plan drainage arrows, natural drainage is away from this site and will be maintained after construction. There is no surface water within 100' of the proposed installation. There are no curtain drains within 50' of the proposed installation. No wells exist within 100' of the proposed installation. The system has been placed outside a 50' setback from a slope that exceeds 25% and runs approximately along the western property line. Another significant grade break exists at the eastern property line but does not affect the system or the site. Additional re -grading of the site is anticipated in connection with the construction of the house and driveway. If you have any questions about this application, please call me at 696-6111/FAX 696- 8111. Respectfully submitted, 1KHD Engineering Kenneth M. fus, P. I. MUNICIPALIIY OF ANc.Hurwt;t ENVIRONMENTAL SERVICES DIVISION attachments: On -Site Well and Sewer Application Wastewater Absorption System Details Site Plan Soils Log/Percolation Test �.t lYal% 1996 RECEIVED S -TL- TE Fl LAN �S MUu ra PUBLIC uc v[ y ESLRVE WASTEWATER DISPOSAL SYSTEM LOT 1, BLOCK 2, W❑❑DRIDGE SUBDIVISI❑N Ip YELL VI1111N ZW' M SE S TEM �y SETBACK TO SLOPE GREATER THAN 25% Vacant L❑T 1 LOMA ESTATES NO SEWER SYSTEM WITHIN 100' OF PROPOSED WELL oF ALS 1�� 1 ) * 49 TH I KENNETH M. OS / CE -7118 Wa Atf \Wo pROPESS1001 -dw SEWER Vacant IN m WELL WELL WELL NOTE: ORIGINAL AND REPLACEMENT FIELDS TO BE CONSTRUCTED AT THE SAME TIME FOR: STEVE: LAMBE 715 L STREET ANCHORAGE, ALASKA 99501 KND ENGINEERING 20441 PTARMIGAN BLVD EAGLE RIVER, AK, 99577 (907)696-6111/Fax (907)696-8111 DATE. 5-17-96 DR hWING q SCALE! r = 100' 96016-S1 �S MUu ra PUBLIC uc v[ y ESLRVE �Jn IRE. Yi oSEWER SYSTEM A♦ DIVERSIIW VALVE C PP PA.'➢ EIIU BEDROOM p SFT ^ 1 m WELL WELL WELL NOTE: ORIGINAL AND REPLACEMENT FIELDS TO BE CONSTRUCTED AT THE SAME TIME FOR: STEVE: LAMBE 715 L STREET ANCHORAGE, ALASKA 99501 KND ENGINEERING 20441 PTARMIGAN BLVD EAGLE RIVER, AK, 99577 (907)696-6111/Fax (907)696-8111 DATE. 5-17-96 DR hWING q SCALE! r = 100' 96016-S1 DESIGN DETAILS WASTEWATER DISPOSAL SYSTEM LOT 1, BLOCK 2, WOODRIDGE SUBDIVISION CONNECT TO 4" SOLID FROM HOUSE w STEVE. LAMBE EAGLE RIVER, AK, 99577 715 L STREET ANCHORAGE, ALASKA 99501 ORIGINAL GRADE 1' LOWER THAN FINISHED zw u u UU " FINISHED o� GRADE fu NUT TU SCALE 96016-S2 UNCLASSIFIED FILL(FROM TRENCH EX) 2' INSULATION ,FILLER FFlBRIC 1250 GAL 5- S.T. "'"' SEWER ROCK o m — 32.0' CONNECT TO 4" SOLID FROM HOUSE BOTTOM OF TEST HOLE 18.' WATER OBSERVED TOTAL EXCAVATION FROM ❑RIGINAL To GRADE IS 10.5'. ON V) o OD 0 CAP PIPE INSTALL 4" DIVERTER VALVE C.O. 32.0' C.�O��I C.O��MM,T. 16' _ OI2 M.T. C.O. C.O. OFA �� / L � /g TSH KENNETH b1. D "US / CE -71 W410, el AeO FESSIO�Py w DESIGN DETAILS RESERVE FIELDI 1, 4 BDRMS X 150 GPD = 600 GPD. 2, 600 GPD/1.2 GPD PER SQ. ET = 500 SQ. FT, 3. 500 SQ, FT/2 X 8 = 31.25'. 4. USE SINGLE TRENCH 32' L X 8' DEEP. 5. FOTAL DEPTH OF SYSTEM WILL BE 10.5'. 6. D" HD INSULATION TO BE INSTALLED OVER FIELD AND SEPTIC TANK, 7. CONTRACTOR TO VERIFY AND INSURE 27 GRADE FROM HOUSE. =PARED FUR KND ENGINEERING 20441 PTARMIGAN BLVD STEVE. LAMBE EAGLE RIVER, AK, 99577 715 L STREET ANCHORAGE, ALASKA 99501 (907)696-6111/F"AX(907)696-6111 DA'rD 5-17-96 DRAWING A NUT TU SCALE 96016-S2 (E 9 •' JEEAL) OF ,q� 1111 Municipality • Municipality of Anchorage 0 DEPARTMENT OF HEALTH 8 HUMAN SERVICES 40 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST.�°..."' �`.....�.... ... . T4_ Kenne;h m. Du J a� PERFORMED FOR:lam lve. DATE PER LEGAL DESCRIPTION: Z,f I� 61k_9, �U/r�D�1� Township, Range, Section: t Edi-� SLOPE SITE PLAN (FEET) OZ_ 1 — 2 $M 3 4 5 6 10 11 12 13 14 15 16 17 18 - —4-00,11 19 20 COMMENTS WAS ENCOUNTERED? WATER 1 ENCOUNTERED? IF YES, AT WHAT �Q DEPTH? Ct Depth to WaterAfter , Monitoring? . Date: . Reading Date Gross Time Net Time Depth to Water Net Drop PERCOLATION RATE j' (minuteennch) PERC HOLE DIAMETER TEST RUN BETWEEN .! —//FT AND �— FT > E 14 PERFORMED BY: n w`J z nw& eC I c! /� �R%�fCC.S 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) JAN -29--97 WED 09:1.3 PM HHLMAR.ELECTRIC ALMAkt LECTRIC Ia�gcrnlcAy;CC ipACrpN uC�x9o+° " To, Eagle River Gen. Contractor POB 927 Eagle River AK 99577 907 745 8£333 P.01 Neil Kovilln PO. 9OX 1904 M PALMER, AK 99045 745-0883 it IS96-8803 Date: 01-28-97 Ref: Lt,16,B1k.2, McKinley View Est, This is to certify that on site ;sewer lift station at above mentioned property has been wired in accordance with the National Electrical Code and manufactures specification. Systems were checked and performed as specified in the systems manual. Halmar Electric Lic...*.,0601 01/23/1997 08:17 9076949825 EAGLE RIVER GENERAL PAGE 01 P'I� 0'fr. I hereby ceadfy, that I ha o Atkthbxe��ttee Recording. . inents situated theteon an. overlap or encroach 6h the no improvements on pro on the prembes to ques tr&MmWlon lines or othe except ab indkated hereon Mted *1 le River, A� tbi� _.day of! Rf SCALE:. Re 1„ , r PF AS -BUILT ve utve ed the following described Precinct - Aluka, and that the. improve- wit�tln 11tepiapetty 1Aees and do not property'ly g e4)Acent thereto, that gerty lyl% ad Bent thenetci encroach n and that there, Are no roadways, r visible easernents owsaid.p operty �;Ala*a 99577 JAN 21 '97 11:02AM NTL ANCHORAGE V P1a P.li1 NORTHERN TESTING LABORATORIES, INC. $330 INDUSTRIAL AVENUE FAIRBANKS, ALASKA 99701 (907) 456-3116 • FAX 456-3125 6005 SCHOON STREET ANCHORAGE. ALASKA 99616 (907)149-1000 • FAX 349.1016 DRINKING WATER ANALYSIS REPORT FOR TOTAL COLIFORM BACTERIA KND Engineering Public Water System T.D.# 20441 Ptarmigan Blvd, Eagle River, AK 99577-3736 Date Received: 01/16/97 Time Received: 16;56 Date Analyzed: 01/17/97 Time Analyzed: 15:30 Date Reported: 01/21/97 Time Reported: 11:57 Next Sample Due: Phone No, Purchase Order No. Collected by: KND Sample Type: Check/Repeat Sample for previous sample Method of Analysis: Membrane Filtration Comments: Comments: S = Satisfactory U == Unsatisfactory POS = Positive Test Result NO = None Detected TNTC == Too Numerous To Count (>200 Colonies) CG Confluent Growth HSM == Heavy Sediment Masking, Results May Not Be Reliable SA Sample Age >30 flours But <48 Hours, Results May Not Be Reliable Old = Sample Age >48 Hours, Too Old Foy, Analysis R Resample Required NT = No Test * # Colonies/100 ml ** # Colonies/ml Sample Sample Total* Fecal* other* HPC** Date Time Coliform Coliform Bacteria Result Lab# Location Comments ----------------------------------------------------- ----------------------------------------- 1 01/16/97 16:30 0 ND 0 NT AC3853 Front Hose Bib, Satisfactory Lambe, Woodridge Jua chaefer En Poo Analyst JAN 17 '97 11:09AM NTL ANCHORAGE P.1/1 NORTHERN TESTING LABORATORIES, INC. 3,330 INDUSTRIAL AVENUE FAIRBANKS, ALASKA 99701 (907) 456.3116 • FAX 456-3125 8005 SCHOON S1 FEET ANCHORAGE. ALASKA 99518 (907) 349.1000 • FAX 3491016 RND Engineering 20441 Ptarmigan Blvd. Eagle River, AK 995773736 Attn: Our Lab #: Location/Project; Your Sample ID: Sample Matrix: commenter Lab Number Method A148619 SM 4500E A148619 Wood Ridge / Steve Lambe Front outside Faucet Water Parameter Nitrate -N � Reported By: Anthony J. Lange chemistry Supervisor Report Date: 01/16/97 Date Arrivedt 01/10/97 Date Sampled: 01/10/97 Time sampled: 1600 collected By: Definitions ** B = Preeent in Blank H Above Regulatory Max E = Estimated Value M Matrix Interference D = Lost to Dilution MDL Method Detection Limit Date Date Units Result * MDL Prepared Analyzed mg/L 1.28 0.50 01/15/97 NORTHERN TESTING LABORATORIES, INC. 3330 INDUSTRIAL AVENUE FAIRBANKS. Al ASKA 99701 (907) 456-3116 a FAX 456-3125 5005 SCHOON S I RFFT ANCI-IORAGE. ALASKA 9951£3 (907) 349-1000 > I'AX 349-1016 DRINKING WATER ANALYSIS REPORT FOR TOTAL COLIFORM BACTERIA KND Engineering Public Water System I.D.# 20441 Ptarmigan Blvd. Eagle River, AK 99577-3736 Date Received: 01/10/97 Time Received: 16:43 Date Analyzed: 01/10/97 Time Analyzed: 16:30 Date Reported: 01/13/97 Time Reported: 10:18 Next Sample Due: ASAP Comments: * # Colonies/100 ml ** # Colonies/ml Sample Sample Total* Fecal* Other* HPC** Date Time Coliform Coliform Bacteria Result Lab# Location Comments ----------------------------------------------------------------------------------------------- 1 01/10/97 16:00 NT NT TNTC NT AC2193 Front Ogtside Faucet, R Ju i c aefer En ronmentaI Anal s S = Satisfactory Phone No. U = Unsatisfactory Purchase Order No. POS = Positive Test Result ND = None Detected Collected by: KND TNTC = Too Numerous To Count (>200 Colonies) Sample Type: CG = Confluent Growth Routine Untreated HSM = Heavy Sediment Masking, Results May Not Be Reliable SA = Sample Age >30 Hours But <48 Hours, Method of Analysis: Results May Not Be Reliable Membrane Filtration Old = Sample Age >48 Hours, Too Old For Analysis Comments: Steve Lambe, Woodridge R = Resample Required NT = No Test * # Colonies/100 ml ** # Colonies/ml Sample Sample Total* Fecal* Other* HPC** Date Time Coliform Coliform Bacteria Result Lab# Location Comments ----------------------------------------------------------------------------------------------- 1 01/10/97 16:00 NT NT TNTC NT AC2193 Front Ogtside Faucet, R Ju i c aefer En ronmentaI Anal s MUNICIPALITY OF ANCHORAGE • DEPARTMENT OF HEALTH & HUMAN SERVICES Division of Environmental Services am On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 MUNICIPALITY OF ANCHORAGE 343-4744 ENVIRONMENTAL. SERVICES DIVISION CERTIFICATE OF HEALTH AUTHORITY JAN 2' 1997 APPROVAL FOR A SINGLE FAMILY DWELLING Parcel l.D.fk Oz0 09309 HAA #DL: � ---- 1. GENERAL INFORMATION Complete legal description Location (site address or directions) p 4n-e10✓aOle _ . //< 91-1-;' le' Property owner — Mailing address Lending agency Mailing address Agent Address Unless otherwise requested, HAA will be held for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual well Community well phone 943- 7,v�Z 9 9.5"/6 Day phone Day phone Public water NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. . 4. TYPE OF WASTEWATER DISPOSAL.: Individual on-site - — Holding tank= — Community on-site _ Public sewer NOTE: if community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025(Ray. /91) Front MOA#21 t S. 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 verifythat 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. Name of Firm KND Address Phone e, —Z111 Engineer's signature Date 4/ ,. 6. DHHS SIGNATURE l� Approved for �u2 L� bedrooms. Disapproved. Conditional approval for M Additional Comments ��6 qqE OF ... 4d% ��� , .• .,,• w r CE .....- ?RO0 FES S100 bedrooms, with the following stipulations: 4 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 orderto 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-M5(RW.1/91) Back MOA#21 Altz/vI Municipality of Anchorage eNVR 1V Plitt? DEPARTMENT OF HEALTH & HUMAN SERVICES ce*3 MSNr�ts< cr Environmental Services Division 4/4 825 L Street, Room 502 • Anchorage, Alaska 99501 • (907) 343-4744N Health Authority Approval Checklist Legal Description: L_o1 / 8/, 2 Parcel I.D.: 6Z0,0 % A. WELL DATA Well type 1112 a _ If A, B, or C, attach ADEC letter. ADEC water system number Log present (Y/N) Date completed /8 9l0 Total depth �c�? ;_"_444L Cased to — �� Casing height (above ground) Sanitary seal (Y/N) FROM WELL LOG Date of test�L8 9 e i Static water level 1 6e%w T6, C , Well production / g.p.m. WATER SAMPLE RESULTS: Wires properly protected (Y/N) AT INSPECTION Coliform _ Nitrate _ �S rn7/ A Other bacteria _ Date of sample: _ L to -7 Collected by: KN12 In ee' r B. SEPTIC/HOLDING TANK DATA d Date installed 8 9La _Tank size 1,?56 Number of Compartments ; - Cleanouts (Y/N)_j__ Foundation cleanout (Y/N) --- Depression (Y/N) N _ High water alarm (Y/N) Al Date of Pumping A14 __ Pumper C. ABSORPTION FIELD DATA Date installed _� 8 iw Soil rating (g.p.d./f? or lrffi) / z _ Systemtype eq T/ene� Length. 66 8u <� Width _ z Gravel thickness below pipe. 3,14 -- Total depth Effective absorption area /68b> +" - Monitoring Tube present (Y/N)_1__ Depression over field (Y/N) __&__ Date of adequacy test AA—Results (Pass/Fail) _ —For bedrooms Fluid depth i absorption field before test (in.); Fluid depth (ins) Minutes later:,_ Peroxide treatment (past 1 onths) (Y/N) __ 72-026 (Rev. 3/96)" Immediately after_ gal rate = give date (in.): D. LIFT STATION Date installed Manhole/Access (Y/N) High water alarm level at* _ Cycles tested E. SEPARATION DISTANCES "Pump on" level *Datum SEPARATION DISTANCES FROM WELL ON LOT TO: in gallons Septic/holding tank on lot /DO 4- On adjacent lots /OD 4 - Absorption field on lot /DD f On adjacent lots /DO Public sewer main /00 Public sewer manhole/cleanout /00 'r Sewer /septic service line /OD Lift station SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: Foundation /D Property line /D Absorption field /O f Water main/service line /O +- Surface water/drainage /DO "' Wells on adjacent lots /DD r• - SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO: Property line /0 f Building foundation /0 a- Water main/service line Surface water /OD r / Driveway, parking/vehicle storage area /0 Curtain drain /lo n c /(n a w rn Wells on adjacent lots SOD 4- F. ENGINEER'S CERTIFICATION I certify that I have determined thru field inspections and review of Municipal rece hjqjrhe* !V ystems are in conformance with MOA HAA guidelines in effect on this date. I N .. #1 ., gv&JVP �T� °t Signature H 4� g O .o,�*�'r• ..aue... a.o Engineer's Name a nC7h OA u7, S �. , . Kenneth AAS Duffel • �� Date®,� T�.e CE 11 4 6 HAA Fee co Date of Payment Receipt Number 72-026 (Rev. 3/96)* Waiver Fee $ Date of Payment Receipt Number