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HomeMy WebLinkAboutTIMBER RIDGE BLK 1 LT 2Timber Ridge Block 1 Lot 2 #050-321-35 Municipality of Anchorage Community Development Department a On -Site Water & Wastewater Program , �„�� 4700 Elmore St. a P.O. Box 196650 Anchorage, AK 99519-6650 • http:/AvWW.muni.org/onsite • (907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP 131171 PID Number: 050-321-35 ❑ New ®Upgrade Nome: EDWARD & MARY KRYZINSKI ABSORPTION FIELD ❑ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound ❑ Other Address: 19411 TIMBERLINE DRIVE *EAGLE RIVER, AK 99577 Phone: No. of Bedrooms: 441-1071 g Soil Ftoting: GPD/Sq. Ft. Total Depth from original grade: R. LEGAL DESCRIPTION Depth to pipe inved from original grade: F Gravel depth benaatn e: FG Subdivision: Block: Lot: TIMBER RIDGE 1 2 Fill added above original grade: Gra ngm; owns 1p: _ anger _ Se—cm—on: _ Gmval width: N R. atle Number of linea IXatance between lines: R. Ft. SEPARATION DISTANCES T° Septic Absorption Lift Holding Public/Private From Tank Field Station Tank Sewer Linea Total abaorpti area: SD. FT. Number or trcnahea: Diet. between trenches: Ft. Well too'+ EXISTING — — 25'+ TANK ® Septic ❑ S.T.E.P. ElHolding ❑Other Surface Water 100'+ EXISTING — — Manufacturer. ANCHORAGE TANK capacity: 1500 Gal. Lot Line 5'+ EXISTING _ _ Material: Number o1 wmpartments: N/A STEEL 2 Foundation 5'+ EXISTING — _ LIFT STATION Curtain Drain NONE KNOWN Manufacturer. Capacity: Gal. Remarks: OLD TANK WAS DECOMMISSIONED PER UPC Pump on' level at: 'Pump off' level at: N' a alarm at: Pump Make &Mad ideal Inapeotione performed by: PIPE MATERIAL House to tank D3034 Tank to D3034 drainfield Installer WHITTERS Drainfield EXISTING CO/MT EXISTING Inspector GEG, Ltd. BENCHMARK (Assumed elevation) 100.00 Ft, Inspection Dates: 1st 7/11/13 2nd — Locution and °erodiption: 3rd — 4th — BOTTOM OF TRIM @ WEST CORNER OF GARAGE Community Development Department Approval Conditional approval: Date: eNOIxeee's BEALopo oO.. �p o •.• 9 4 ...................... .....Hess:' ' DO A Approved Date: l /� 9 t795 adp i22�i.3• pie .... di, P o' rofessl°� 00 PERMIT NUMBER! AS—BUILT DRAWING PARCEL ID NUMBER: - 050-321-35 — — EAGLES_NESL'_BLCOK -2- LOT- 16.._ - __i- /-- GARNESS ENGINEERING GROUP, Ltd. per* 4 CONSULTANTS & GENERAL CONTRACTORS 370' E. NOOR R ' Wn 101 * IHO�F� M 09607 * PHONE (90))337-6179 s FM ME65W. nvx.gamemm~ng=m PREPARED FOR: PHONE NUMBER: PAGE NUMBER: .. ...... ED KRYSINSKI 441-1071 2 OF 3 ey A. rness.. LEGAL DESCRIPTION: DRAWN BY: on. 1�1 TIMBER RIDGE; BLOCK 1, LOT 2 PNB O%JN G" A 0\ � TYPE OF WORK: DAT "rofesslo�, AS—BUILT DRAWING 7/18/73 10' Util Esmt A ST1 24.37 29.28 ST2 28.58 28.13 In DELI 29.40 28.26 I DBL2 30.50 28.78 i "- TIMBER TIMBER RIDGE; BLOCK 1, 100' WELL RADIUS 0 LOT 3 NEW 1500 GA TA ON SEPTI FCO (STING 5 BEDRO& TI HOUSE A 100' WELL RAD S PBL1&2 T2 E�(STING DRAdNFIELDS TIMBER RIDGE; BLOCK 1, LOT I GARNESS ENGINEERING GROUP, Ltd. per* 4 CONSULTANTS & GENERAL CONTRACTORS 370' E. NOOR R ' Wn 101 * IHO�F� M 09607 * PHONE (90))337-6179 s FM ME65W. nvx.gamemm~ng=m PREPARED FOR: PHONE NUMBER: PAGE NUMBER: .. ...... ED KRYSINSKI 441-1071 2 OF 3 ey A. rness.. LEGAL DESCRIPTION: DRAWN BY: on. 1�1 TIMBER RIDGE; BLOCK 1, LOT 2 PNB O%JN G" A 0\ � TYPE OF WORK: DAT "rofesslo�, AS—BUILT DRAWING 7/18/73 PERMIT NUMBER: AS—BUILT DRAWING PARCEL ID NUMBER: — OSP131171 050-321-35 TOP OF TANK AT INLET =96.12 INVERT OF BUNG AT INLET = 95.52 FINAL GRADE = 100.29-100.62 ST1 ST2 � TOP OF TANK / j AT OUTLET = 96.04 NEW 1500 GALLON SEPTIC TANK INVERT OF BUNG AT OUTLET = 95.23 GARNESS ENGINEERING GROUP, Lid. ppm*�' 4,� CONSULTANTS & GENERAL CONTRACTORS �......... .. . ... .... ....... 3'!Ot E NCOR R0.b, SUITE 101 NICFpPFOE .V( 9950] PHONE (907)337-8179 1 FM (907)338-3248 • MIi : wrv.9arm, glnaw%.. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ••• • ....... ........... EDWARD & MARY KRYZINSK 441-1071 3 OF 3 Q y '. Y rness,- LEGAL DESCRIPTION: DRAWN BY: yoy CE -795 cmc TIMBER RIDGE; BLOCK 1, LOT 2 PNB TYPE OF WORK: DATE: 40oaf'rofesslo0\ PROFILE AS—BUILT DRAWING 7/18/13 0�0�0p00 On -Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP131171 Tax Code Number: 05032135000 Work Type: Septic Permit Effective Dates: July 05, 2013 to July 05, 2014 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: TIMBER RIDGE Site Legal Address: TIMBER RIDGE BLK 1 LT 2 G:0255 Owner/Address: KRYSINSKI EDWARD P & MARY W 19411 TIMBERLINE DRIVE EAGLE RIVER AK 995777923 Site Mailing Address: 19411 TIMBERLINE DR, Eagle River Lot Size in Sq Ft: 40072 Total Bedrooms: 5 This permit is for the construction of: N Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received Issued By: 1 /d/L? MUNICIPALITY OF Community Development Department Development Services On -Site Water & Wastewater Program ANCHORAGE Mayor Dan Sullivan On -Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. w5 o- 3a i- 35 Phone: 907-343-7904 Fax: 907- 343-7997 Property owner(s) ED KRYSINSKI Day phone 441-1071 Mailing address 19411 TIMBERLINE DRIVE *EAGLE RIVER, AK 99577 Site address 19411 TIMBERLINE DRIVE *EAGLE RIVER, AK 99577 Legal description (Sub'd, Block & Lot) TIMBER RIDGE; BLOCK 1, LOT 2 Legal description (Township, Section & Range) Lot Size Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: Single Family (SF) ( Pall that apply) (w/wo ADU) Absorption Field ❑ Septic Tank Multiple Dwellings Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ APPLICATION IS AN: Initial ❑ Upgrade Renewal ❑ THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: TYPE OF DEWELLING: Single Family (SF) (w/wo ADU) Duplex (D) ❑ Multiple Dwellings ❑ (SF and/or D) Distance: — I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: dOO Date of Payment: Receipt Number: l Permit No. O-->� Waiver Fees: Date of Payment: Receipt Number: Waiver No. (Rev. 01/11) June 27. 2013 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Rd. P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Septic Tank Upgrade for Timber Ridge; Block 1, Lot 2; To whom it may concern: The existing 5 bedroom house is served by a private well and septic system. The homeowner was notified during a pumping that the tank was only half full and it was likely do to "holes" in the tank. Per the request of the owner we are requesting a septic tank permit to decommission the existing 1500 gallon tank and replace it with a new 1500 gallon septic tank. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. .E., M.S. 3701 E. Tudor Road, Suite 101 *Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessenginecring.com EAGLES NEST; BLCOK 2, LOT 1B 10' Util Esmt \ TIMBER RIDGE; BLOCK 1, o. LOT 1 I GARNESS ENGINEERING GRn d. CONSULTANTS & GENERAL CONTRACTORS.. 3701 E. TU99R BOID, SUITE 191 • AN9HOSOLE, M 99507 ° PHONE (997)3])-81'!9 ° FAX (907)V -3218 ° K. PREPARED FOR: PHONE NUMBER: ED KRYSINSKI 441-1071 'LEGAL DESCRIPTION: OQo 9JTIMBER RIDGE; BLOCK 1, LOT 2 ��`TYPE OF WORK: SEPTIC TANK DESIGN UPGRADE 6/27/13 I/ TIMBER RIDGE; BLOCK 1, 100' WELL RADIUS LOT 3 I / EXIS IN 1500 GALLON \ / SEPTI TANK TO BE DECOMMI IONED PER UPC. \ / PROPOSED 150 GALLON SEPTIC T NK. FCO I STI \ ST2 XISTING 5 BEDROOM,iZSE DBL7&2 \ 100' WELL RAD S II XISTING DRAINFIELDS \ TIMBER RIDGE; BLOCK 1, o. LOT 1 I GARNESS ENGINEERING GRn d. CONSULTANTS & GENERAL CONTRACTORS.. 3701 E. TU99R BOID, SUITE 191 • AN9HOSOLE, M 99507 ° PHONE (997)3])-81'!9 ° FAX (907)V -3218 ° K. PREPARED FOR: PHONE NUMBER: ED KRYSINSKI 441-1071 'LEGAL DESCRIPTION: OQo 9JTIMBER RIDGE; BLOCK 1, LOT 2 ��`TYPE OF WORK: SEPTIC TANK DESIGN UPGRADE 6/27/13 Municipality of Anchorage i Page of 3 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: -L-1 4�7Poo Ll7 PID Number: � l-aEL uYN Wastewater System: F New Upgrade ,e /N FAddress:oAX ,.ED. . RQ 99 ,577 ABSORPTION FIELD Phone: No. of Bedrooms: - y g_ ❑ Deep Trench .9 Shallow Trench ❑ Bed ❑ Mound ❑ Other LEGAL DESCRIPTION soil Rating: A Total Depth from original grade: - Lot: Block: Subdivision: l � GPD/Sq. Ft, Depth to pipe bottom from original grade: Gravel depth beneath pipe ./7E2 i2vG� 8 Township Range: _ Section: Ft. Fill added above original grade: Ft. Gravel lengtr: ©, 5 - o? Ft. � e a 4 ; 89 WELL: 19 New ❑ Upgrade Gravel width: Ft. Number of lines: Distancebenveen lines: ,C): Total Depth: Cased To: R Classification (Pri21/41,C5 P f �' 3 �d Ft. Ft. Total absorption area: a /0 Ft. Pipe material: Ft. Date Dri ed: Static Water Level: L L ` SO. R. Ine•nnerSU. gg _;1WA6- S7 SDriller. Date installed:%� Sr_T Ft. Yield: Pump Set at: Casing Height Above Ground: Uwzwol,B/J Ft. Ft. TANK SEPARATION DISTANCES Er Septic ❑ Holding ❑ S.T.E.P. To From Septic Tank Absorption Field Lift Station Holding Tenk ubliUPrivate Manufacturer: Capacity in gallons: Sewer Lines c`a H J Welh 00 0 t"1 / .__ Material: S T Number of Compartments: EEL c,2 Surface Water /ao't /oo f LIFT STATION Lot Line 5 r / /o/ �# Size in gallons: Manufacturer: Foundation / O / / O / "Pump on" level at: "Pu level at: High water alarm at: I Curtain Drain 1,14//C Pump Mak odel Electrical Inspections performed by: Remarks: M7/ 3 MT po T XTE'N BENCH MARK -ra 8077om 0r, i ae Aa0• L Sce y_ S Location and Description: -7-A AA _ O E% TEST 1Fo % if .3 d£RRepty.Ea SL/A 4T6 nh !'u,2c,,,Cr- Ca,vs7�,;.�T-/�N.(lk /2•�.•gxSt4Nha Assumed Elevation: /ao Ft 70 A c�v,�pUR-7"✓c. �RrV✓cw+4Y E L - OF y�P�E Inspections performed by: Dates:lst y-a��� 5 & S ENGINEERINGR"- y.3.91 ROBERT 17034 Eagle Riser Loop r BERT C. COWAN Rd N0. 2042nd /n� ,. f c CE 8801 f/ Department of He"Rlri�id^MI Itf Services approval ���� , Reviewed and approved by: 1 Date: 72-013 (Rev. 9/91) MOA 25 r PERMIT NO. SW980047 PAGE 2 OF 3 Municipalit of Anchora e 'DEPARTMENT OF HEATH 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 LEGAL LOT 2, BLOCK i TIMBER RIDGE S/D P.I.D. NO, 050-321-35 FCO 13.5' 6.5' — ST1 — 15.5' 29.0' ST2 — 24.5' 27.5 DBL1 — 26.0' 28.0 DBL2 — 28.0' 28.5' MT2 FD — 33.5' 30.5' — 40.5' 16.5 MT3 C01 — 27.0' 10.5 — 57.5' 54.0' MT4 MT1 — 26.0' 13.0 CO2 — 53.0' 54.0' NEW RADIUS WELL 100• WELL LOT 2 NEW 1500 GAL. SEPTIC TANK FCO ANEW 081.1i DBL2 NEW ai.pw 0; '064 ST1 100 01Ug y NOUSE TRENCHES 02MT2F T2 10, 1p. —MTI TBM O• Tx —...� GOA C04� Tx .a MT3 O 4fl�T 12 --^� ALT. SI ' SCALE 1^ - 40' Og 10• \\\ ENC�Ppi 41 \ T ROBERC. COWAN � • c\ . r MT2 - 49.5' 53'0 CO3 — 40.5' 16.5 MT3 — 41.5' 18.0 C04 — 57.5' 54.0' MT4 — 59.5' 55.0' PERMIT NO. SW980047 PAGE 3 OF 3 Municipalit of Anchora e DEPARTMENT OF HEATH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P-0. Box 196650 0 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM e, Ataska LAND/OR 9-6650 a eIWELLeINSPECTION REPORT LEGAL LOT 2, BLOCK 1 TIMBER RIDGE S/D P.I.D. NO. 050-321-35 STl ST2 FINAL GRADE V S-�'f rio,v NEW 97.4' lire 0 GAL S.T. 97.2' BOTTOM OF SEWER NOTE: MT1 & MT2 DO NOT EXTEND TO BOTTOM OF TRENCH. SIX INCHES OF SEWER ROCK IS BELOW MT'S. NO WATER FOUND 85.2 H.O.H. SCALE 1' - 40' ®c �R ROBERT C. COWAN st y CE - 8801 r4 ,> C01 = 99.1' CO2 = 98.3' CO3 = 97' FINAL GRADE C04 = 97.1' MTI C01 MT3 CO3 MT CO2 MT4 C04 SR. SR C"= 95.9' CO3 = 93' CO2 = 95.9' C04 = 93.2' MTS = 94.4' MTS = 91' MT2 = 94.2' MT2 = 91.2' BOTTOM OF SEWER NOTE: MT1 & MT2 DO NOT EXTEND TO BOTTOM OF TRENCH. SIX INCHES OF SEWER ROCK IS BELOW MT'S. NO WATER FOUND 85.2 H.O.H. SCALE 1' - 40' ®c �R ROBERT C. COWAN st y CE - 8801 r4 ,> PER LEG f E c I 11 12 13 14 15 16 17 18 19 20 J PERCOLATION RATE (minutes inch) PERC HOLE DIAMETER TEST RUN BETWEEN - FT AND FT COMMENTS PERFORMED BY S & S ENGINEERING I -_ U034 Eagle River Loop Road No. 204 CERTIFY THAT T/jIS TEST WAS PERFORMED IN ACCORDANCEWITp j*6 j�(qj&%i CGUIOELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4i8�) FROM MICHAEL QUINN CONSTRUCTION PHONE NO. : 907 6944956 Aug. 26 1996 10:30AM P2 (�exttfteb iii Itxt by ooc co. dba SULLIVAN WATER WELLS �� P.O. BOX 670272, CHUGIAK, ALASKA 88567 • TELEPHONE 686-2759' OWNER OF LAND !il/c ftp f i.Jn� Co 'JS f"" BORE HOLE DATA [� DEPTH ADDRESS PJ(,7 ! F LEGAL DESCRIPTION 7trn4 4;7e fStjQdF &ej C gr-jc V (/C.,Yj(J Z <' 1:2 JP !'%O E` (>w4 a,: C PERMIT NUM13ER!-tny _7Date of Issue y -�I _- Sep TAX INDENTIFICATION NUMBER o5-03 i s Is well located at approved permit location? 44-Wes–LI No Method of Drilling: v rotary Q cable tool Depth of well: .fig© Casing Type ST' ht./—Wall Thickness _inches Diameter (., '� inches, depth c7 feet Liner Type: as Jt1/} X05 �0�7JC�C -4#H 5 01 z, /1504'14c/c 644CN *100 cgjo 4 /3 444ANC..e Ja C CD�QJcC �vi�c'G.�/ eTt �✓ rfs'+J T Ls%lI! % �i Casing Stickup Above Ground: 3 fest Static Water Level (from ground level): r feet Pumping level: ----feet after hrs. pumping_, .._gpm Recover Rate' --4_gpm Method of Testing; A( 2 Well Intake Opening Type, Q Open End9.9 n Hole Q Screened; Startfeet Stopped feet 0 Perforations Start __ ,,ff�e(�et Stopped feet Grout Type /j�x u�•ac ��'�7olume a�uJ<C3S Depth: from C7 feet, to - feet Pump Intake Depth: feet Pump Size �_ - hp Brand Name Well Disinfected Upon,Completion? 93- es Q No Method of Disinfection: Si) 'li • CHa+A-�++� A1'ce a4D RECEIVED ----- SEP 2 1998 Municipality of Anchorage �I ,ept Na^I+h A I -;,,man SPryir•e Comments: eJ ��s 3/-1 Driller's a copy Department Name..F1 of the of Environmental b� ATTENTION: It is the responsibility of the property owner to submit of Anchorage: Department of Health & Human Services andtor Department of Environmental Conservation. well log to the proper authority. Municipality Conservation. MatSu Borough: MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT 3 _�c) u -a cl Sc s [ (Lncklq PAGE 1 OF 1 L4-3.96 1( AM PERMIT NUMBER:SW980047 DATE ISSUED: 4/01/98 DESIGN ENGINEER:S & S ENGINEERING EXPIRATION DATE: 4/01/99 OWNER NAME:KRYarra uT rxrraa n OWNER ADDRESS:1941 m f)ltMICHAEL QUINN CONST POBOX 772641 EAGLE RIVER, AK 99577 PARCEL ID:05032135 LEGAL DESCRIPTION: TIMBER RIDGE BLK 1 LT 2 LOT SIZE: 40072 (SQ. FT.) NUMBER OF BEDROOMS: 5 THIS PERMIT: 5 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM 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 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 BY: ISSUED BY: DATE: i/ Ofd J DATE: S& ROBERT C. COWAN, P.E. CIVIL ENGINEERS March 16, 1998 Fenx iso) 694-1211 HEALTH AUTHORITY APPROVALS MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 SEWER &WATER MAINEXTENSIONS g Anchora e , AK. 99519 REFERENCE: Lot 2, Block 1, Timber Ridge Subdivision SEWER&WATER INSPECTION Request O 9 you issue a permit to drill a well and install a septic system to serve the proposed five bedroom house on the referenced property. Two test holes were excavated and percolation tests were performed. The approximate ENGINEERING STUDIES ANDREPORTS location of the test holes are located on the attached site plan. At the time of excavation no groundwater was encountered in the test holes. After seven day groundwater monitoring, the monitoring tubes were checked and found to be dry. WELLINSPECTION &FLOWTEST Thi$r0 e has p p rty enough area for a future septic upgrade which can be seen on the attached site plan. SITE PLANS We do not. anticipate any adverse effects on neighboring wells, septic systems or drainage patterns by the installation of the proposed septic system. There are no points of contamination within the proposed well radius which can be seen ROAD DESIGN on the attached site plan. If you require additional information, please contact us. SOIL TEST Sincerely[,, PERCOLATION / ?a/ TEST �. C..r-XF-4"---" Robert C. Cowan, P.E. 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C14 lJo oz CL a pN\ J W / / 5 Q rntnN �� �� / � / o or §� N N w o- F6 Cn 1 1 1 1' a l`7 y 0 .] z \-jI 1 1 1 1 Ir 1 W a r; z tRt 0NN w Z E-- E �r� W ma ♦ 1 1 1 1 3 2Nm ao �%� L 11 1 1 o awa W �W0.0 .L 1 0 ON i� a3v 31VOS llV130 NOIS30 02 _ „ S e Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: M IGNAFI— QjlwJ DATE LEGAL DESCRIPTION: L -E) -r z SL-OGK 11 Township, Range, Section: TIMew-1 Raves SIA SLF-77-71 PE --D�h� 0RC�AnI1c S I I F 1- 2- 3- 4- 5- 6- 7- 8. 9- 10 11 12 13 14 15 16 17 18 19 20 COMMENTS G4:m FEAt ,0GK WAS GROUND WATER O ENCOUNTERED? 1V IF YES, AT WHAT DEPTH? Depth to Water Atter 2-21-`18 Monitoring) mg Dale: till t b PERCOLATION RATE rjj j - (minutes inch) PERC HOLE DIAMETER 1 I TEST RUN BETWEEN � FT AND --F7 PERFORMED BY: S & S ENGINEERING I �7(.c1'�./G.Ga2e CERTIFY THAT THIS TEST WAS PERFORMED IN / 4 Eagle River Loo Road Noo. ppdd�— a / a -7 1 ACCORDANCE WITe 5bwR.IWT ItPdp i� GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 4/85) Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES < 825 `•L" Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST ROBERT C. COWAN PERFORMED FOR: 1m ( IC -a A IGL. ult! DATE PERFORMERheD n LEGAL DESCRIPTION: LOT 2 gt.o I Township, Range, Section: SLOPE SITE PLAN .asr�w Tirn&>=� RtOr� S/D zk_ OR,GgNlLS 1 2 v�tr ENCOUNTERED? 3 S L IF YES, AT WHAT 4 DEPTH? 1 4. . 6 d-.4 12- 13- 14- 15- 16- 17 21314151617 18 19 20 WAS GROUND WATER ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? P E 9 10 BEpfzpcK 11 12- 13- 14- 15- 16- 17 21314151617 18 19 20 WAS GROUND WATER ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? P E Depth to Water After Z _ 21-4 8 Monitoring? D Fkq Date: `a PERCOLATION RATE 33- 3'yam✓ (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN _3 FT AND 4 FT COMMENTS _. S & S ENGINEERING CERTIFY THATTHIS TEST WAS PERFORMED IN PERFORMED BY:17()34 ag ACCORDANCE WITH @ig16*hr&%Nfd2Mbf%1t I�?Z7GUI DELINES IN EFFECT ON THIS DATE DATE: a / 72-008 (Rev. 4/85) S& HEALTHAUTHORITV APPROVALS SEWER&WATER MAIN EXTENSIONS SEWER& WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELLINSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOILTEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSALSVSTEM DESIGN ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS REFERENCE: Lot 2, Block 1, Timber Ridge Subdivision March 16, 1998 GENERAL: ROBERT C. COWAN CIVIL ENGINEERS (907) 6942979 FAX(907)694-1211 1. The scope of this project includes the installation of a 1500 gallon septic tank and a five foot wide drainfield to serve the proposed five bedroom residence or the referenced property. 2. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. 3. The contractor shall be responsible for obtaining any necessary underground utility locates. 4. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. On all leachfield mound systems, the property owner shall be responsible for ensuring a satisfactory vegetation growth over the mounded area. 5. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. SEPTIC TANK INSTALLATION: 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 3. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 P.E. Page Two Lot 2, Block 1, Timber Ridge Subdivision March 16, 1998 4. Septic tanks installed with less than 4 ft. of cover shall be insulated. 5. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. 6. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: 1. Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed -up) before gravel (sewer rock) placement. 2. Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. 3. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. 4. Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the trench must be mounded to prevent the formation of a depression after settling. MINIMUM MATERIAL SPECIFICATIONS: Any septic tank proposed for installation must be constructed by a Municipally approved septic tank manufacturer. Page Three Lot 2, Block 1, Timber Ridge Subdivision March 16, 1998 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Type of Pine Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal). 5. A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. 6. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the 4200 sieve. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements, which ever applies. INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: 1. The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. 2. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill 3. The final inspection is to occur upon final grading of the property. Page Four Lot 2, Block 1, Timber Ridge Subdivision March 16, 1998 Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre -construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/OWNER MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN ,' Division of Environmental Seni . On -Site Services Secuon` -JOV,_.*.O. Box 196650 Anchorage Alaska 343-4744 ERTIFICATE OF HEALTH A1.171- APPROVAL OR A SINGLE FAMILY t ' Parcel LD Locauon tsne aaoresb or unecuvn ka man A � Property owgerN ACL Mailing ddeess ,. NOTE: v 2:, NUMBER OF BEDROOMS:" 3. TYPE OF WATER SUPPLY: Individual "I n Community well Pu11 blic water ` pg -4g, NOTE If community well system, prov in to the legaliit+�y and status of 4 TYPE OF WASTEWATER DISPOSAL: -� on site ,� >fndividual Holding NOTE: v 5.: STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I furtherverify 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 with all Municiaal and State codes The Mun Approval ana tneir lending institutions in order to conduct inspections or analyze data responsible for errors or omissions in tf above by an independent ` iesyto purchasers of homes Employees of DHHS do not )ality of Anchorage is not Municipality of An"gra9e S E;1 0 , 1998 DEPARTMENT OE HEALTH'& HUMAN SERVICES aY -P D 825 L Street. Room 502 ,An hg or e, kaska F� i 99501 - (907 W 4744 S n y_ Parcel 1, If A, B, or C, attach ADEC, letter_ ADEC w� ate system number x , hT '� w �..., a�" � x�.,.. � ��,�s.. tx A� ,;.:s'��,n'P�41fF`a'•w�`M"/x' J.«.�..««,... ... , , . L— �� Date�completed ��a � 9 ) Cased. to „ 23 To a•�• Casing height (abpve ground) � , V rS ` V1lires'orooerly Drotected ) % far 3^j x 4i.n ,,« , r ,.mM„•, ((j a.D:m, couectea Dy: t> 1703A �a` I River [_ Roa d ,������� � � Ea le River Afaska 99�7T 3-..; �'"''"� �'�U�w'ii5.o.,;..a'`��.s�""'""�'"4 s�k�":s�L�w.� �..a.^+a• z'z:+.. ; ,may, Tank size /. 'b�0 Number of Compar�mehts s�._ Cleanouts/ �N) Yc..S JN) yES Depression (Y �n High water alarm (Y� "'�r,,.;; �'xa�""�.�£G�;..4uw,...u. �,�-w§ a �).'2r^'N mf �Y wu'i ��as LPr�'3 +Y a'r54 �u•v�. t 1 .,.'v� h k � r Pumper IFIELD DATA 6L,,,vSdNk.�%v^n.:.;.s?. a a ti....-....r..._'.u, u s, „�.iM•QGC OGJ " 3' 8 Soil rating d./ft or ft2/bdrm) % System type Nc� ., .. .. .. $ Width Gravel thickness below pipe _n? Total depth_ r2 rp ion area Monitoring Tube present ON) W --S Depression over field (Y� lacy test N� rlr� , Rewsults (Pass/FaiQ For ..� bedrooms aii'sorption field beforeaesf,(In:�, ,forme r_ gal. water added ,(in ): yh•,vek.G'✓�. .�, s,��.a Jm- of ,� 4+tnc J ,� :..� ., "'` pns) Mi er: Absorption rate „ 9 p.d. me, (pas 12 months) (Y/N) If yes give date tested -11 On adjacent lots _ On adjacent lots line ERTIFICATION ve determined thru field inspections and review of Municipal recptds tt the rev ms are with MOA H uidell es in effect on this date a �a "" �� CC CO W 4 ��44�