Loading...
HomeMy WebLinkAboutFIREWEED HILL BLK 1 LT 4Fireweed Hill Block 1 Lot 4 #015-271-26 Municipality of Anchorage Development Services Department =" Building Safety Division On-Site Water d Wastewater Program, 4700 South Bragaw SL P.O. Box 1968511 Anchorage, AK 99519.8850 www.d.andlorage.ak.us (907) 343-7904 Page 1 of 3 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW000496 PID Number. 015-271-26 Name: KIMBERLY GROSSMAN Wastewater System: ❑ New ■ Upgrade Address: PO Box 230806 *ANCHORAGE,AK 99503 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 346-1010 2 Meep Trench ■Shallow Trench Deed Mound 00ther LEGAL DESCRIPTION =a "°""R ** 0.8 lad DpH fro `"°w' aAD/se. FL 10 ft Lot: Block Subdivision: 4 1 FIREWEED HILLS Dptn to pp bottom fan odpwd twdK Grad epee bamll pips: 6.54 ft 4.0 ft Township: — Range: — Section: he eases above arW4 odc Gravel Mope,; — SEE DWG n 37.5 pt WELL: ❑ Upgrade Grovel .Nae 5 w.nbr of Imo: 1 owls.. b.t...n 6.[3New — R R Cbeesbotwn Prb.le. A&C . lad C.eed T. Told b.,vp ar.x pp matod* R ft 375 so. ft D 3034/ F-810 oder: Date ON" slaw later tw.c kwtasw: twee brae n 60B DEAN 7/16/01 TwN: " set Atc" wem Above amros: CMI n ft TANK SEPARATION DISTANCES ■septic DHolding 0S.T.E.P. DOther To From Sept Tank Absorption field Uft Station Holding I Tank /PrMou sear unee M .e4nr. ANCHORAGE TANK awoeM M soalr: 1000 Well 100'+ 100'+ — — 25'+ twtedd: STEEL IA.nOe of aid: 2 Surface Water 100'+ 100'+ - - - LIFT STATION Lot Une 5'+ 1'+ — — _ sin in goo..MroxWr. Foundation Epl'"m 5'+ 10'+ — _ _ wed ft ow a � eeowrm vr a: Curtain Drain NONE KNOW p Yp1c leol b.p.etwiw "domwd br. Remarks: BENCH MARK leodwn and De.rlplom TOP OF CMU FOUNDATION A..mod Clo"Alen: 101.99 pt ** THE SOIL VISUALLY APPEARED TO BE 1.2 GPD/SQ.FT. 01011MM"s`AL 906040 ' Inspections performed by AWWC, INC. Dates: 1st 7/e6/01 OCij ' *„•,,,; *� 2nd 7/17/01 1::. ... . .. V, -P re Gamess, Department of Healt nd a Services approval C 7953......* �v`�� Reviewed 2 O/ nn 414 OYjb ........ok and approved by: Date: � �OOp00�� PERMrrSWO NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: SW000496 015-271-26 ---NW PROPERTY CORNER (PC)/ -10%20 ANCHOR � 10' unLTIY EASEMENT EASEMENT I / 1 1 I I I _ FA CO Del 0 / r NEW DRAINFlELD L — \ TH/2 FCO \ \ NEW 2 BEDROOM MOUSE 000 CALLON TIC TANK TH i i ALASKA WATER & WASTEWATER CONSULTANTS, INC. 6901 DERARR ROAD, SLATE 29 • ANCHORAGE. AK 99504 • PHONE (907)331!179 • FAX (9071736.724 PREPARED FOR PHONE NUMBER: KIMBERLY GROSSMAN (907) 345-2781 LEGAL DESCRIPTION: FIREWEED HILLS SUBDIVISION: LOT 4. BLOCK 1 AS—BUILT DRAWING OF SEPTIC SYSTEM UPGRADE 1. A B I NW PCI WELL ST1 38.31 103.42 ST2 37.85 104.63 DBL7 41.25 102.14 DBL2 41.98 101.43 C01 52.72 106.01 WTI 52.92 106.29 CO2 85.88 104.54 WiTI 85.45 I105.32 [SEPTIC ARE B I7 EXISTING WELL I DATE. 9/5/2001 o QF Y OQ DRAWN BY. B.S.G. SCALE. w 1.._20' ....... ........ PAGE NUMBER 2OF3 0 �n _ 'J f A. . �rv, es- PERMIT SWO 0496 AS -BUILT DRAWING PARCEL ID NUMBER: SW000496 015-271-26 ORIGINAL GRADE - 98.49 MAX. TH/2 WAS 16.5' DEEP. TOP OF TANK A INLET - 96.29 INVERT OF BUNG - AT INLET - 95.75 FINAL GRADE - 97.5 — 99.1 f'- 5'-'� FABRIC OF PIPE - 91.97 BOTTOM OF TRENCH - 87.97 FINAL GRADE - 100.5 — 100.9 NEW 1000 GALLON SEPTIC TANK 09/05/01 R ��rL[iZt—.t �� �►�... . e. ._ _ ..1 DRAWN BY: ALASKA WATER & WASTE WATERs B.S.G. CONSULTANTS, INC. 1" = 40' 6901 OFBARR ROAD, SURE 20 • ANCHORAGE AK 99506 • PHONE (007)377-6179 • FAX M07)33"246 PREPARED FOR: PHONE NUMBER: PACE NUMBER: KIMBERLY GROSSMAN (907) 345-2781 2 OF 3 LEGAL DESCRIPTION: FIREWEED HILLS SUBDIVISION; LOT 4. BLOCK 1 TYPE OF WORK AS -BUILT DRAWING OF SEPTIC SYSTEM UPGRADE TOP OF TANK AT OUTLET - 96.30 INVERT OF BUNG AT OUTLET - 95.52 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On -Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Dec 06, 2000 Expiration Date: Dec 06, 2001 Permit Number: SW000496 Parcel ID: 015-271-26 Legal Description: FIREWEED HILL BLK 1 LT 4 Design Engineer: 0041 AK Water & Wastewater Consultant Site Address: 001752 MICHIGAN AVE Owner Name: Kimberly Grossman Lot Size: 12600 SO. FT. Owner Address: PO Box 230806 Total Bedrooms: 2 Permit Bedrooms: 2 Anchorage , AK 99503 - This permit is for the construction of: 7 Disposal Field 0 Septic Tank E] Holding Tank Ej Privy ❑ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified In Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DHHS at least 2 hours prior to each Inspection. Provide notification by calling (907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Date: •� `�� Date: /2 -(o — 00 ALASKA WATER & WASTEWATER CONSULTANTS, INC. November 6, 2000 Municipality of Anchorage Department of Health & Human Services Division of Environmental Services On -Site Services Section P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Well and Septic Design for Fireweed hills Subdivision; Lot 4, Block 1 To whom it may concern: In the pase, this property had a mobile home on it that was served by a private well and septic system. The mobile home has long been removed and the lot is currently vacant. The new owner plans to build a two bedroom house on the property. Two test holes were excavated on the northern end of the property. The proposed septic system will be designed around the 30 foot radius of test hole #1. We are proposing that a 1000 gallon septic tank and a five foot wide drainfield be installed. Comments regarding the proposed design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. It is our opinion that due to the overall appearance of the soils, an application rate of 0.8 gallons/day/ft2 should be used. 2. TRENCH DESIGN: a. Percolation Rate: 5.6 & 7.3 minutes/inch b. Allowable Application Rate: 0.8 gallons/day/f12 c. Number of Bedrooms: 2 d. Design Flow: 300 gallons per day e. Minimum Absorption Area: 375 B2 f. Total Depth: 10 feet (max.) g. Effective Depth: 3.5 feet h. Width: 5 feet i. Reduction Factor: 0.54 i. Minimum Length: 42 feet long (inside length) j Effective absorption area = 389 0 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwe.com 4. TOPOGRAPHY: The lot slopes from south to north at approximately 7-8%. There is a moderate cutbank at the south lot line (approximately 6 feet drop in elevation). The drainpipe in the new trench will be at approximately the same elevation as the bottom of the cutbank. In short, there are no slope concerns. 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. P.E., M.S. NOTE. Attached is a site plan drawing, a design drawing, two soils logs, and a 7 page construction specification letter which are all part of the design package for this septic system. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com I I j FIREWEED HILL \ \ LOT 7A, BLOCK 1 \\ \\ /FIREWEED HILL LOT 1. BLOCK t\\\ I I I 1 REWEED HILL % I FIREWEED HILL % EXISTING SEPTIC SYSTEM LOT 2 BLOCK 1/ SLOT e, BLOCK 1 TO BE COMPLETELY rrt I I�+ �\ ABANDONED `` AEPA 1` -SEPTIC �� �' PROPOSED SEPTIC SYSTEM Tj � I AR� UPGRADE. SEE PACE 2 OF -- —,f—J L--_---- 2 FOR DETAILS. Z_, EA--- - - � 5� FIREWEED HILLS 3 �7 LOT 3, BLOCK 1 J Y �o �o as GJ , J -------------- -------- -------- /1------- \\ I I WELL ON LOT 2,BLOCK 2 1 \\ I 1 SERVES LOT 1O, \\� I BLOCK 2 1 I I I I I I \ DATE:11/8/2000 DRAWN Br: �' OF C 9syk ALASKA AVATL'R & WASTL«YATLR K.D.W. CONSULTANTS, INC. SCALE: .............� evol oeeARR ROAD,sure ze • ANCNaaace. AK vosor. • n�we oozusz.eno • PAX ooYuseazce 1 = 100 L • ,i PREPARED FOR PHONE NUMBER: PAGE E�i KIMBERLY GROSSMAN (907) 346-1010 NUMB1 OFR: 2 ff y'A..Gam ess..*... LEGAL DESCRIPTION: U4140 E-7953 FIREWEED HILLS S/D; LOT 4, BLOCK 1, TYPE OF WORK: y��Vedprofeeslono� SITE PLAN FOR DESIGN OF SEPTIC SYSTEM UPGRADE uvhVY�ii���J / NOTE: THE CONTRACT( THE 100' WELL RADIL A REGISTERED LAND TO ANY CONSTRUCTIO I, I I I I 10' UTILITY EASEMENT —�Yw 1oT GIA r= ]HALL NAVE I I� r----- MTc i( FLAGGED BY IVEYOR PRIOR � IIS L — J o / / EXISTING SEPRC SYSTEM TO BE ABANDONED COMPLETELY / THH1 / / INSTALL, TH�2 / FOUNDATION \ / CLEANOUT PROPOSED 1000 GALLON SEPTIC TANK INSTALL FOUNDATION CLEANOUT / PROPOSED TWO BEDROOM HOUSE / • 44 0 1 4 1'. MICHIGAN AVENUE 1 ALASKA «'ATLR & NVASTLMVA'I'TR CONSULTANTS, INC. 6901 DFRARR ROAD. WW !R • ANCHORAGE AR 995M - FNOW.. (007)]]7-009 • FAX (907)376J76 PREPARED FOR: PHONE NUMBER KIMBERLY GROSSMAN 11/8/2000 K.D.W. LE: � 1"=20' 345-2781 1 2 OF 2 FIREWEED HILLS SUBDIVISION; LOT 4, BLOCK 1 OF WORK: DESIGN OF SEPTIC SYSTEM UPGRADE ~[SEPTIC ARaD LREOUEST 1 FOOT LOT LINE WAIVER. (SEE LETTER) `PROPOSED DRAINFIELD. EXCAVATE A TRENCH THAT IS 10 FEET DEEP, BY 5 FEET WIDE, BY 42 FEET LONG (INSIDE LENGTH). ADD 3.5 FEET OF CLEAN, WASHED SEWER DRAINROCK. A. ALASKA WATER & WASTEWATER CONSULTANTS, IN 6901 DEBARR ROAD. SURE 28 • ANCHORAGE, AK. 99504 PHONE (907) 337-6179 • FAX (907) 178-7246 SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: FIREWEED HILLS SUBDAASION; LOT 4. BLOCK 1 PERFORMED FOR: KIMBERLY GROSSMAN DATE PERFORMED: 7/25/2000 gr�ii ass"s TEST HOLE #1 1 puna ORGANICS, aGOC STUMPS, 2 aada ROOFlLLTS. Ral 9 10 SM I } TH POCKETS OF. SP M & ML 12 13 16 17- 18- 19- 20 7181920 COMMENTS: PERFORMED BY THIS WAS PERP DATE. DATE: o : �\ 1 11111111 •' IBM am E111!JI MOO" � PRC 6. 111111111 ....................... LLLLL uHOWm 'Y`Y _ Z 5 3/4- `V}�Y/y�Z/i 2:54 — 6' — 4 3:24 DEPTH TO GROUNDWATER DATE DRY 7/25/00 16' 8/2/00 2:24 � PRC 6. — DATE READING CLOCK TIME !I \ NET DROP (INCHES) 7/26/00 1 2:24 � PRC 6. — ....................... LLLLL 30 MIN. 1/4' 5 3/4- 3 2:54 — 6' — 4 3:24 30 MIN. 5/8' 5 3/80 5 3:24 S. — 6 3:54 30 MIN. 5/8' 5 3/8 - 1 I Ion I 1 Kt, lus. I 1 1 \ / MICHIGAN AVE. \ � / DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 7/26/00 1 2:24 — 6. — 2 2:54 30 MIN. 1/4' 5 3/4- 3 2:54 — 6' — 4 3:24 30 MIN. 5/8' 5 3/80 5 3:24 S. — 6 3:54 30 MIN. 5/8' 5 3/8 - PERCOLATION RATE 5.6 (MINJINCH) TEST RUN BETWEEN 7.5 F7/AND-,f IX 4 WATER do WASTEWATER I, (--- IN ACCORDANCE WITH ALL STATE HOLE DIA. 6' (INCHES) CERTIFY THAT GUIDELINES IN EFFECT ON THIS i ALASKA WATER & WASTEWATER CONSULTANTS, IN 6901 DEBARR ROAD. SUITE 29 • ANCHORAGE AK. 99504 PHONE (907) 337-6179 • FAX (907) WA -3246 SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: — FIREWEED HILLS SUBOMSION; LOT 4, BLOCK 1 PERFORMED FOR: KIMBERLY GROSSMAN DATE PERFORMED: 7/25/2000 g� et F. y ITEST HOLE #2 1===: ORGANICS ==w AND FILL 9 11—{jf{Itf�SM ANDNML F 12 13 16 17- 18- 19- 20 7181920 COMMENTS: PERFORMED BY THIS WAS PERF DATE. DATE: • •� 11 �AR \ k WATER LEVEL READING NET DROP (INCHES) 7/26/00 �� I3�H MIME — VZ��yA�y 2 Hum • 1 3/4' 4 1/4- IIIIIIIII i 2:53 a 6' — RJR RJR 3:23 �y�y/�r/���/i V".. • he 5 DEPTH TO DATE GROUNDWATER DRY 7/25/00 DRY 8/2/00 tlleffreM A. 1Garhess? DATE READING 11 �AR \ k WATER LEVEL READING NET DROP (INCHES) 7/26/00 �� 2:23 6' — C__ 2 2:53 �. 1 3/4' 4 1/4- i 2:53 6' — 4 3:23 30 MIN. 1 7/8' 4 1/8' 5 3:23 6' / 1 / I 3:53 I 1 I 1 7/8' 4 1/8' 1 1 / MICHIGAN AVE. DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 7/26/00 1 2:23 6' — 2 2:53 30 MIN. 1 3/4' 4 1/4- 3 2:53 6' — 4 3:23 30 MIN. 1 7/8' 4 1/8' 5 3:23 6' — 6 3:53 30 MIN. 1 7/8' 4 1/8' PERCOLATION RATE 7.3 (MIN./INCH) TEST RUN BETWEEN 7.5- FT. AND/y WATER do WASTEWATER I. I ACCORDANCE WITH ALL HOLE DIA. 6' (INCHES) CERTIFY THAT I IN EFFECT ON THIS J George P. Wuerch. Mayor Municipality of Anchorage Department of Health and Human Services 825 V Street P.O. Box 196650 Anchorage, Alaska 99519-6650 hilp://www.cl.anchorage.ak.us December 6, 2000 Jeffrey Gamess Alaska Water & Wastewater Consultants, Inc. 6901 DeBarr Road, suite 2-B Anchorage, AK 99504 Subject: Waiver Request for Fireweed Hills, Lot 4, Block 1 Waiver Request #WR000103 Parcel ID #015-271-26 SW000496 Dear Mr. Gamess: Your request for a waiver of the required 10 feet horizontal separation from the on-site wastewater disposal system to property line has been approved. The approved separation distance is 6.0 feet. This waiver approval applies to the existing on-site wastewater disposal system to property line separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-4744. Sincerely, 'Lm. a I Daniel J. Roth Civil Engineer On -Site Water Quality Program MUNICIPALITY OF ANCHORAGE Department of Health & Human Services OnSke Services Waiver Review Worksheet WR#: WR000103 PID#: 015-271-26 HAM Date Received: November 21, 2000 Legal Description: Fireweed Hills, Lot 4, Block 1 Engineer. Alaska Water & Wastewater Consultants, Inc. 6901 Debarr Road. Suite2-B. Anchorage. AK 99504 Applicant: Kimberly Grossman .......... Waiver Requested: 6 foot lot -line waiver Criteria: 1. Geology A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation 2. Special Conditions: 3. Other. Points: Total: Permit#: SWO0005 Waiver is Granted: Waiver is _x not Granted: List Conditions or Reasons for above: TME PR#resEp A#rVjpr/wr Ar#&V wAL it L Rf7 iKtW TTI E PROPERTY LLYE Ovinub LOT 4 Ark 10r r no Tr1E sar, n a LptrC wartO Ourklo4L FIELD FOR Lor S' It 1eritUx0 A Ltd caw.r TO TNI! fM,ue L A C* TAUA OfeCROA9rMe Lor AJwe� www TNERt a,►LL FE 4+e tm~7, TO 7MVE olp.Aof AIT IRyprorM Date: /2-L—DD By: DAA/ Name of Reviewer .......... Rec#: 06458 Amount: $115.00 Date Paid: 11-21-00 GREE ER ANCHORAGE AREA BOR -' J'H q9D Department of Environmental Quality 3330 C Street Anchorage, Alaska 99503 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME 0--0, 2u TNc?FU2O MAILING ADDRESS 120V11), PlAf n/o,341/,0 _547.46.2 PHONE LOCATION &L114145STD.✓ 4r IV,16 47- LEGAL DESCRIPTION /-oT �Z oc� Fb2Eu1E-Ep OIl7.#L SEPTIC TANK: DISTANCE NUMBER OF FROM WELL 1PQOP MANUFACTURER YIZE- '?-PA/ MATERIAL OIPAlc![£Tc COMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY /ODU ,oA- GALLONS. SEEPAGE PIT: NUMBER OF PITS I DIAMETER OR WIDTH -L2--,l LENGTH—/q,' DEPTH LINING MATERIALR,AIGS f C72�EI/ CRIB SIZE: DIAMETER f1FPTH �% nicTnnirG ronnn. Wri I A.P nP TOTAL BUILDING FOUNDATION %Oit NEAREST LOT LINEZ0"' ABSORPTIONCA AREA (WALL AREA) S Sd SQ. FT ADDITIONAL ABSORPTION ti/U n/E WELL: TYPE CONSTRUCTION P/ZPOOSED DEPTH DISTANCE FROM: BUILDING NEAREST NEAREST SEPTIC S-0" SEEPAGE /" / FOUNDATION LOT LINE—,SEWER LINE—,TANK CewwRrp SYSTEM 'eEku 12ED , CESSPOOL OTHER SOURCES ��'4�-EZcui,ec0 APPROVED DISAPPROVED REMARKS- 'Se /'L 2<(J 17' DISTANCES: INSTALLED BY: SEL)c PIPE MATERIAL: (A57- ='eon% LOT SLOPE: S1-t4F/Tti Tb .Jp2rs1 REMARKS: SQL /-/D-s OG SEP77 G Tl1nM., ('SAP CLc4NUG T B/IVES, Form No. EQ -031 DIAGRAM OF SYSTEM 0 I W � 3 y 4. Q o K O U DATE �9 �73 APPROVED +�+� �• ��ee G.A.A.B. I hereby certify that a 'survey of Lot y4_ , Block F='rz( t_trF (xsi t11I.�- Whdlvision was made on tjen U "✓9 co "3+'a Z/ — IUB Ui''1� �'�r:•{' .....,___.__ '01 IL I > r 1 S`(G and ' that the improvemonts situaterl thereon are within the property lines and do not overlap or encroach on the property lying adjacent thereto. that no improvomcnla on properly lying adjacent thereto encroach on the premises In question and that !Imm ;fie no roadways, transmission lines or other visible o_asrments on said property except as indicated hereon. It is the rosponsiladity of the owner to determine the existence of any easement;:, covenants, or restrictions whictl do not appear on the recorder) @.11biflvlslen plat. Under no circumstances should any data hereon be used for construction or for establishing boundary or fence lines. Dated at Anchorage„ Alaska. this �'.�{h _ day of t9 0•", CONSTRUCTING ENGINEERS, INC. 9601 Buddy Werner Ur. Anchorage, Alaska 3462000 694.90911 0 cr L. 14 4a RBM �e 1414 @e3 Ci59M b8NY4elEt;rke8nn URS +.iJG-.: i� Ui1 •CCS I '[VTC vU.7 Sr4 Z%k .&• r,- �rbv r -74 t{OMF CrRA�tS L� IV r,k, �I- �....i;s,:l �a O.c sly I hereby o('rtify [flat a survey of I.ot Block Suhdivi sion was made on 13..r f 9`!�� 5 and that the improvemonts :ituatod thereon ore within the prop( rty linos and (io not overlap or on( roach on the property lying adlar ont thereto, that no improvements on piopr rty lying adjacent thereto enc ronsh on Pin preml-�es in guestlon and that there ore no roadways. transmission line; (,r other visihlo ca!;em ots on said property except as indicated fiord , 1 It is the responslbllity of the owner to determine the existonce of any ow ements. covenants, or restrictions which do not appear on the rocoicied subdivision plat Under no circumstances should any data hereon be usod for construction or for establishifig boundary or fence linos Dated at Anchorago. Alaska. this �''-ilk day of�"- 19 P,5 CONSTRUCTING ENGINEERS, INC. 9001 6tiddy Werner Dr. Anchorage, Alaska 3462000 694-9098 -j`. 1. C, GREATER ANCHORAGE AREA BOROUGH d '• DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO. 3330 "C" STREET ANCHORAGE, ALASKA 99503 TELEPHONE 274-4561 J •r.o,.� . SEWAGE DISPOSAL SYSTEM — APPLICATION AND PERMIT NAME OF APPLICANT V -pMAILING ADDRESS L1�� u/r-tT / IYI�Y%� y1J qqyy -- PHONE 79�� INSTALLATION LOCATION A�- IJ__i� �I1A'L(� - Z/ J _ LEGAL DESCRIPTION 'fM l/T� 4 7�L� 1 V�� fZI� L INSTALLATION OF: SEPTIC TANK 7/ SEEPAGE PIT Y DRAIN FIELD OTHER , TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH __ TO BE INSTALLED BYC.. SOIL TEST RESULTS ZS NOTEI THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED '4" /97`3 ___ _, FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK 517E �OQ TYPE v ens-IL7! SEEPAGE AREA SIZE 12, x"5 1X ,. _ TYPE MINIMUM DISTANCES, REQUIREMENTS DIAGRAM OF SYSTEM J / FOUNDATION TO SEPTIC TANK / FOUNDATION TO SEEPAGE PIT__ DRAIN FIELD SEPTIC'TANK TO SEEPAGE PIT WALL._1,7 C / / l / /V SEPTIC TANK v SEEPAGE PIT `20 DRAIN FIELD TO NEAREST LOT LINE. WELL- TO SEPTIC TANK SEEPAGE PIT DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER 0 MAIN TO SEPTIC TANK -, SEEPAGE PIT DRAIN FIELD /00 / SEPTIC TANK, SEEPAGE PIT DRAIN FIELD , TO RIVER, LAKE, STREAM. CAST' IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS, GRAVEL BACKFILL CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. /UK%ulii li . Ll7A 4,, e G.A.A.B. OR LICENSED DESIGNER I CERTIFY THAT I AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. _ DATE _`L / 73 APPLICANT'S SIGNATURE / FORM NO. EQ -016 / GREATF-R ANCHORAGE AREA BOROUGH DEPARTMENT OF ENVIRONMENTAL QUALITY ?9p0 Tl!UOR ROAD POUCN 6.650 1 A'JCHORAGE ALASKA 99902 2. TC I,F VHwiV 79-85(76 NAME OF APPLICANT SEWAGE DISPOSAL SYSTEM - APPLICATION AND PERMIT G',- ____ MAILING ADDRESS PERMIT NO ONE INSTALLATION LOCATION LEGAL DESCRIPTION INSTALLATION OF: SEPTIC TANK SEEPAGE PIT—_y _. DRAIN FIELD OTHER TYPE AND SIZE OF FACILITY TO BE SERVEDo'���j� _ ,z �� TO BE INSTALLED BY SOIL TEST RESULTS-� NOTE. THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED FINAL INSPECTIONI 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE HEALTH DEPARTMENT AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPTIC TANK SIZE ' TYPEGtPP.1 OY CDTICYP.tP. SEEPAGE AREA SIZE `�" , TYPE MINIMUM DISTANCES. REQUIREMENTS DIAGRAM OF SYSTEM FOUNDATION TO SEPTIC TANK 5 ft•/J//AcG'y7,��//,�L�.r,_�j/"�.�f4,'i� 20 ft ��' � co✓ii'.-�/ Tr��/C�� i�Jl', FOUNDATION TO SEEPAGE PIT DRAIN FIELD ].0 ft. � 4" CAST IRON SIPHON LEPT✓/ SEPTIC TANK TO SEEPAGE PIT WALL 15 ft..sIANIIAP.hc PIPE NIM AIRTIGHT CRIB -- i CAPS 5 ft* 20 ft* 10 ft, • DRAIN FIELD ..._..--_—_14' SEPTIC TANK • SEEPAGE PIT _11F TO NEAREST LOT LINE. CAST ^III,n �D rj IDD cYe� Y I' WELL TO SEPTIC TANK � ,SEEPAGE PI I �. CAST IRON DRAIN FIELD ALSO CONSIDER AREA WELLS.GIIDIBTL'RDED SOIL Ih TD SOIL .�� 1•i (: '_ _ _-• - WATER MAIN TO SEPTIC TANK 10 ft. SEEPAGE PIT 10 ft• 4ll��,l 111IN ;5� if•', - �__. DRAIN FIELD 10 ft* GRAVEL RA((KI ILL ter. AROL410 Cp1B. 25 ft 100 ft 50 ft• C I required "henevur If,, crosses (CRIB 4' MINIMUM ABOVE NATER SEPTIC TANK, •, SEEPAGE PIT • , DRAIN FIELD under Jrivenvy. TABLE) TO RIVER, LAKE, STREAM. _—"--- I'II,1!!;!11 I!ELI. 4 IIICII SEVER LINE. VI �l4afF'> CCIISI D!R dkfG DELLS. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF - - SLEJ'ACE PIT FXCAI'AT1011 BASED ON i,Ut--)• Ic:IVIDUAL SDII. TEST. EXCAVATION 9 FEET INTO UNDISTURBED SOIL. lo - ITJ;il- '.O' 10 TIT- 100' LO SiYLR LlllC- 10' Grade: V .per !Co' 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT or 1/4' p r foo' —ii -PuO L_IC except 10' precc LdinD FITTED WITH AIRTIGHT REMOVABLE CAPS. 10 iAr;K- PO'- MOUSE. tank 6 the. should ! To 11!r- 120' not exceed 7S. I;0 !!;:LR 11111- 40 6' per 100 on flat GRAVEL BACKFILL 40'.e0' 0111.7 F - .ti efrTtc terrains. (ASI 18011 SE'.1EP. CAST IFn!, L II:1 I'I!'I' S TAMP CONFORM TO BOROUGH REGULATIONS REGARDING INSTALLATION. IN70 P.'G --! 4 INCH I_II I!11C DISTUPLEO —� SOIL CAST IRON SIPIIDN PIPE 1O ;\ ';A!1K200' SEEPAGE PIT 0 10 PI1 200' `\,rJ SCs'Fl: CRIB li�. ����/� L���eiC/ II f1l (r. p9 S011CCC of �J✓•— eeavn UACKFILL HEALTH AUTHORITYAr•,!!u,110HIf------ OR LICENSED DESIGNER 20' MINIMUM IIEAPEST LOT 1111E f 1 CERTIFY THAT 1 AM FAMILIAR WITH THE REQUIREMENTS OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE DESCRIBED SYSTEM IN ACCORDANCE WIT SAID CODE. DATE � LI A '8 SIGNATURE � i RECE, vE1) -,, .. „ , , U. )L # 3500 TUDOR ROAD `—�— ,iui% �, 0 'jy/3 Al ANCHORAGE, ALASKA 99502 GREATER ANCHORAfyGE AREA BOROUGH Per fUl"frl�eESVIRHU 1^NTAI culAuL Rutherford f l; Ill Date Performed�une 18, 1973 Legal Description: Lot 4 Block 1 Subdivision g This Form Reports Soils Log xx Percolation Test Depth Feet Soil Characteristics_ 2 Brown sandy clayey silt (ML) -- 4 Gray and brown silty sand( SM 6 — with occasional gravel imbedded ) 8 — with gray sandy gravel seam at 5' 10- 12- 14— Was 0-12--- 14_ Was Ground Water Encountered? No If Yes, At What Depth? ; Proposed Instal at -1 io : Seepage Pit xx Drain Field COMMENTS: Depth Of Inlet Dth To Bottom Of Pit r Trench 245 sa, ft of draina e area is eprequired ner bedroom _ iasti Perrormed y ar:3 1 e ata ALASKA MINERAL & MATERIALS LAB, INC; erti i e Datee: : une , I K MUNICIPALITY OF ANCHORAGE DIVISION OF ENVIRONMENTAL HEALTH DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION APPLICATION FOR HEALTH AUTHORITY APPROVAL CERTIFICATE General Information Application Date (a) L Description (inFj)ZEPVCCclude lot, block, sZ.updivision, section, township, range) Location (address or directions) 3231 r✓I �c h ��i �n A✓e� ^HBusiness ��s x (b) Applicants Name L OIS Zt / L.1- Telephone -ome Applicants Address 3a3,d ,Ie, �( (c) Applicant is (check one) Lending Institution Owner/builder ; Buyer E::1 ; Other E__::1 (explain); (d) Lending Institution / 1461,;4 - Telephone Ad ss gOOd CReoL,T �Z/Toni lJ,Q (e) Real Estate Co. & Agent DoNA-Ld 'LU -f --_C- Address Telephone (f) Mail the HAA to the following address: i( 2. Type of Residence Single -Family Multi -Family Number of Bedrooms 3 3. Water Supply Individual Well M Community = Other (describe) Public = Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. 4. Sewage Disposal Onsite Public Community Holding Tank Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. [Page 1 of 2] P, 5. Firm ions. Tests Data and v� 3 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 all Municipal and State codes, ordinances, and regula- tions in effect on the date of this inspection. �'3Se_e. Ig 1+C v) n / 3 "Z �vXD Name of Firm 00vo _i- Vlj'l '�� l n� 1 X54 niers .�1"! (r Teplepphone Address �160/ C,���� J �e ✓ Q 1� AvicJ% A< 9 ,, fit, �n L qq Date 63 (ENGINEER SEAL) POW4 aA c F .Li. 6. DHEP Approval Approved for bedrooms By�')�" ��`' `n Date M• App%ved Disap oved Conditional Terms of Conditional Approval T/, < r..`l: :.l<.f [' eF:J- -71(/` s"��:'r-'r ler)..�'['•.�L ?i'i�_!1''. ._. �/ {, f("e' ()r'♦ -/Tfs-f . ).✓+_. )[ ..�(/ '1�.. �/Y C:. i`i_-. L ir-<c. r 41'. C.G°i.a )�'•%Y.L(:�.. lrc "7C.i-•' .`,i •. .qt �� ) �`! C)F'J �_ CAUTION THE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION (DHEP) ISSUES HEALTH AUTHORITY APPROVAL CERTIFICATES BASED SOLELY UPON THE REPRESENT- ATIONS 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 REQUIRE— MENTS. 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. RR4/ej/D18 [Page 2 of 2] (DHEP SEAL) 7-19-84 MUNICIPALITY OF ANCHORAGE (MOA1 HEALTH AUTHORITY APPROVAL (HAA) MUNICIPALITY OF ANrHORA&PECKLIST - FEBRUARY 1884 DEPT. r— EALTm & 264-4720 EPA"', AL PROTECTION{ Legal Description: t'q FjR EwEEi;) f4 (L'-- ( I E C 181985 A. WELL DATA R L C E I VED Well Classification P/ZI L� If A, B, C, D.E.C. Approved (Y/N) Well Log Present (Y/N) Al Date Completed 2NKN0606) Yield i Total Depth 4* /87 A Cased to 4 i/0 Depth of Grouting Ni � Static Water Level '44 y i Pump Set At / 8'7 l Casing Height Above Ground Sanitary Seal on Casing (Y/N) Electrical Wiring in Conduit (Y/N) y Depression Around Wellhead (Y/N) N Separation Distances from Well: / ✓ � To Septic/livldh g Tank on Lot 5 To Nearest Edge of Absorption Field on Lot ��DO 11 — ; On Adjoining Lots _b /00 ; On Adjoining Lots * X00 A To Nearest Public Sewer Line '� T N t P bl Q..., Cleanout/Manhole Water Sample Collected by 6:,.f e, Water Sample Test Results 07-tComments W LLL �A4y B. SEPTIC/HOLDING TANK DATA Date Installed 6-ZY-13 Size o Bares u w ewe �s I To Nearest Sewer Service Line on Lot Date ,5,V AAJC,140 4C7& eVEG.V104-1417P /are -f- ��// �''�� No. of Compartments Standpipes (Y/N) � Air -tight Caps (Y/N) Depression over Tank (Y/N) Pumping/Maintenance Contract on File (Y/N) Holding Tank High -Water Alarm (Y/N) &/ /+ Separation Distances from Septic/Holding Tank: To Water -Supply Well SO ;( To Property Line 4 /D To Water Main/Service Line Course V, /9A -�- ZS' Comments LAISPEC-T, Page 1 of 2 72-026(11/84) 2 e-R"r Foundation Cleanout (Y/N) iV0 (=ND- M " 1-11,41 Date Last Pumped �2� iA 1fr�_5_ ;for Temporary Holding Tank Permit (Y/N) A./ � To Building Foundation Al To Disposal Field i/ To Stream, Pond, Lake, or Major Drainage IA.) /C/GC, C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed G " Z 9 — I3 Width of Field /Z/ ZTS Type of System Design Length of Field /9 / Depth of Field Gravel Bed Thickness V` Square Feet of Absorption Area JStandpipes Present (Y/N) / _ Depression over Field (Y/N) ti Date of Last Adequacy Test / Z / 0 b'S Results of Last Adequacy Test /J/--I-/G co Separation Distance from Absorption Field: r � To Water -Supply Well 'f"/00To Property Line To Building Foundation N11f (MOg/�� /fomE� To Existing or Abandoned System on Lot W 1 ; On Adjoining Lots f 3 O To Water Main/Service Line "� Z -S To Cutbank (if present) A-1 To Stream/Pond/Lake/or Major Drainage Course Al 4 To Driveway, Parking Area, or Vehicle Storage Area k) Comments __ i264961ES —I GooDi -r/ t7N0+L /41t UO T f L SEC li-17rtC I i -CP L_ C— I 'I'E 2., D. LIFT STATION I N/A Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) — Dimensions Manhole/Access (Y/N) — 'Pump Off' Level at Vent(Y/N) Pumping Cycles during Adequacy Test. Meets MOA Comments ** Check Permitted Bedroom Rating Against HAA Request *` I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect op the date of this in ection. Signed Date /Z—/7—O'S— S¢� /a e+^ Company ✓IS Eh(�3� MOA No. 3cOc��o� ..-►S` 111 OF Ii Receipt No. . ,��,.• asg'!& Date of Payment 1 a— 1�—gS' awCo 4����� Amount: $ .� �s... sff � .b��NMINM •e�w ps`i HN, h NO. 1732-E 22.1%8 Page 2 of 2 �4.t� •r`�:..� 72-026 (11184) HENRY WILSON Engil 9601 BUDDY WERNER DR. ANCHORAGE, AK 99516 (907) 346.2000 Municipality of Anchorage Department of Health & Environmental Protection 425 L Street Anchorage, AK Gentlemen: Peers, Inc. eyors CHARLES A. LANDERS SR BOX 192-A, MYRTLE DR. MUNICIPALITY EAGLE RIVER, AK 99577 OF ANO RAE0.9098 DEPT. OFHELTH &ENVIRONMEPROTECTION December 17, 1985 DEC 18 1985 AE -CE! VED Re Lot 4 Block 1l 'ftreweed Hills waiver of Separation Distance & request for conditional HAA In checking the subject property for a HAA, we have determined that the >aration distance between the well and septic tank standpipe is 52 ft. Me inspection report for the installation (dated 6-29-73) shows that the required distance was 50 ft. at that time. Separation to the well on the lot to the east is 78 ft. +s to the well on the west, 88 ft. ±. The separation from the wells to the seepage pit standpipe exceeds 100 ft. The inspection report cited indicates that the septic tank is concrete and equals or exceeds 1,000 gallons in size. The seepage pit was constructed to serve a two-bedroom home. An adequacy test performed December 10, 1985 showed that the seepage pit is not pres- ently adequate to serve a two-bedroom home. No well log is available for subject property's well. A copy of a well test performed on the well is attached. The test indicates that the well flow and depth are adequate to meet current requirements for either a 2 or 3 -bedroom home. A well log for the adjacent lot is attached. This well is within 26 ft. of subject well and is of similar depth as subject. No bedrock was en- countered. In view of the fact that subject septic tank was installed in accordance with setbacks in effect at the time of installation, we request a waiver of well to septic tank separation distance to 52 ft. We re4uest a conditional HAA be granted until thawing conditions allow upgrading of the seepage pit to current requirements. We have been told 4/1 Fireweed Hills Waiver request (continued) ineers, Inc. rveyors Constru Eng HENRY WILSON 9601 BUDDY WERNER DR. ANCHORAGE, AK 99516 (907) 346.2000 4/1 Fireweed Hills Waiver request (continued) ineers, Inc. rveyors CHARLES A. LANDERS SR BOX 192•A, MYRTLE DR. EAGLE RIVER, AK 99577 (907) 694.9098 Page 2 by the owner, Lois Nickell, that the seepage pit has not given any trouble in the past and that its load will not be increased until upgrading. Very truly yours, CONSTRUCTING ENGINEERS, INC. f /x0 H. H. Wilson I have read this report and concur with it. Lois Nickel MAR -01-1999 MON 11;36 AM POLAR REALTY INC, FAX N0, 19073492032 Craig C. Withee PO $ox 671355 Chugiak, Alaska 99567 Phone: (907) 688-2981 30 May 1993 Municipality of Anchorage Department of Health and Human Services 825 L Street Anchorage, AK 99501 RE: Fireweed Subdivision Lot 4, Block 1 Septic Tank / Drainfield Permit Gentlemen/Ladies: P. 02 Enclosed is a request for permit approval of a septic tank and drainfield to be constructed on the reference property. This request is forwarded to you on behalf of Mr. Mike Garcia, present owner of the property. Mr. Garcia is requesting that approval be given for installation of a new septic tank and drainfield to support a three bedroom house to be constructed on the property. The lot previously was occupied by a mobile home which was serviced by a 1000+ gallon concrete septic tank and a seepage pit. The mobile home has previously been removed from the lot leaving the septic tank and seepage pit abandoned without disturbance. The seepage pit, originally' constructed to serve a two bedroom home, was found to be inadequate for a two bedroom dwelling in 1985. A conditional HAA for the seepage pit was requested at the time with the provision that it would be upgraded in the spring when thawing conditions permitted. (No records could be found that indicated that upgrade was made.) In addition, a waiver was requested in 1985 for the separation distance to the domestic well on this lot (52 ft) plus wells on adjoining Lot 5 to the east (78 ft) and Lot 3 to the west (88 ft). The Lots in Block 1 of Fireweed Subdivision drain into a bowl with Lot 6 being at the bottom. Lots 30 4, and 5 drain from south to north starting with a 7 to 10% slope as they fall away from Michigan Avenue and ending in a 0 to 4% gradient as they reach their northern boundary. At the northern lot line of Lot 4 the gradient abruptly changes to 10 to 15% for 50 ft as the contour drops into the bottom of the bowl of Lot 6. Placement of a drainfield in the northern half of the lot will not be adversely impacted by the surface contours and is consistent with the placement of drainfields on Lots 3 and 5. Attached is the proposed design of the new septic tank and absorption field consisting of a site plan, septic system design n�y MAR -01-1999 MON 11;36 AM POLAR REALTY INC, FAX N0, 19073492032 P. 03 calculations, drainfield cross-section, and three soil logs -- percolation tests. The proposed system consists of a 1000 gallon septic tank as defined by AMC 15.65.050 and a five feet wide deep absorption trench system as defined by AMC 15.65.060-Y. The soils tests revealed primarily silty sands with some gravels dispersed inconsistently through the layers. Some organic matter (tree branches, grasses, etc) was identified in the holes which indicated that fill material may have been placed on the lot at some point in time. The percolation tests produced inconsistent results. 'Test Holes (TH) 1 and 3 percolated at approximately 40 min/in while TH 2 percolated at 15 min/in. The higher rate is consistent with the original septic design performed on the lot and with the rates used on adjacent Tots 3 and 5. Thus 40 min/in was used as the design percolation rate and the results from TH 3 were discarded as an anomaly. There was nothing in the soil log from TH 3, however, to indicate that the soil would not serve as good absorption soil. Water was not found in the test holes down to 13.5 feet with the exception of TH 1. This test hole, which was inadvertently placed within the old seepage pit, was laced with old septic residue in soils starting at a depth of about 4 to 5 feet and septic water was found at 9 feet. The water readily drained away and the hole was found to be dry 3 weeks dater. It was therefore determined that groundwater was not present to a depth of at least 13.5 ft. This conclusion is consistent with the records for Tots 3 and 5. The engineering of the onsite septic system to conform with AMC 15.65 separation requirements was not possible due to the size of the lot (140 ft x 90 ft) , the orientation to adjacent lots and their existing domestic wells, along with the encroaching presence of the old abandoned seepage pit. However, there is no alternative for sewage services to this lot as city services are not available, xn order to maximize the separation distances from water wells and maintain separation from the old seepage pit, the absorption field has to be placed in the the northeast corner of the lot. However, the requirement for 82 ft of absorption trench forces the siting of the septic tank and field to creep within the specified separation distance of 100 feet for the well not only on Lot 4 but also the well Lot 5. Separation distances between the septic tank and domestic wells will be maintained at greater than 100 ft, 75 ft, and 90 ft for wells on Lots 3, 4, and 5 respectively. Separation distances between the absorption field and the wells will be maintained at greater than 100 ft, 85 ft, and 100 ft again for Lots 31 4, and 5 respectively. No adverse impact on the wells is anticipated with these separation distances. The wells are positioned upslope from the absorption fields with static water depths substantially below the bottom of the field. Further, the soils, as shown in the percolation tests, are fairly tight soils limiting the plume of migration. Lastly, MAR -01-1999 MON 11;36 AM POLAR REALTY INC, FAX NO, 19073492032 P. 04 the separation distance of greater than 85 ft still provides considerable protection to the wells. For the above reasons, waivers are requested on the well to septic tank separation distance and the Well to absorption field separation distance as they apply to Lots 4, and 5. No negative impacts should occur with the installation of the new system as proposed. instead a positive impact will be reaalized as Every teff ort 4 can continue to be utilized for residential puree will be made to maximize the separation distances in the installation of the new system. Then, with v =p twor ea=stearaiycimpact the life of the system , i.e. pumping Y Y on the wells should be averted. your attention of this be greatly appreciated. me at 688-2981.. CraigWithee AK CE 7.66 Enclosures as noted. permit application and waiver request would If you have any questions, please FOWOF A!q %1 IF � F A , n , :RAI � X7168 F MAR -01-1999 MON 11:37 AM POLAR REALTY INC, FAX N0, 19073492032 Sr PT1C SYST V -M DE CA-CUL-ATIoI.I BY . CR�\� �lTl-1EG 0. LOCATION". Lo -T 304, FIR'CWes.o S�B4�v�S\GN A C"r Rm1 E AK P. 05 gCSCR1PTlON : 1��� RCPT\c- TANt�. AK'n Q�Sp�2PTlD�E1��D 'To Bim. "P'�iaGG3� oT,\ LdT �O� A � 'S'CpQOOM µOVg� . LpT peC�l 10`.��`F COhITAI►,ltia oG, MoLJ�E 4�OMC SUPPO�ZS'Efl ;3i /J 10bC� CoI�.L G01.►C'�Li�. �CPr\G. T�N1C ,L1r.lp �L-C'PL1CoL L3EC>\\ ��.�cav'Ca H1►a��.C. SLC Sr��rc�c, S`(STL}1 Tz t-�t i Ls5 Pc ► G Y' A^1 "L ►.4�rL,,l�� nlC�.� \ o 00 C ---AL -T\410 c01slF�Aizr ►-1� t �'A►.\�C ►J oc�c c� Qao ►act �•i 1T ,A mr- i 5 - U 5, p3 C FEzcowTtoN "ZA^cc. LIC) mkw4 kw CL1bC]SC �,a►'�C COQ "pC=L� �"'QC.11Ci� AP�I.�cJ�' .TO►.l 'Feo►-� TQ�r 1 AMC.. � �. 65.0100 o: us ��d � g� ,Qjz'.Sa evwr t o o AtSIN'. i so SPC �coeooNc� X 3 iDQooti1 = V5p C�F'� y60 p O,.Vj CAPD �F �b00 DF W. -t -t zn -S+1+2 5,S) .._ "f�Clacta �.[►acOTr\ ��aa ,1�00� � p,�l = 8Z/ Fr UT�L.IZC �- TeC►�cN� t�- t ^, IV 1 FT t►�1 �-C;.,.WiorH CA.cH . i.+. CRA 1 C. ort ate% 6' C 7138 l' gCSCR1PTlON : 1��� RCPT\c- TANt�. AK'n Q�Sp�2PTlD�E1��D 'To Bim. "P'�iaGG3� oT,\ LdT �O� A � 'S'CpQOOM µOVg� . LpT peC�l 10`.��`F COhITAI►,ltia oG, MoLJ�E 4�OMC SUPPO�ZS'Efl ;3i /J 10bC� CoI�.L G01.►C'�Li�. �CPr\G. T�N1C ,L1r.lp �L-C'PL1CoL L3EC>\\ ��.�cav'Ca H1►a��.C. SLC Sr��rc�c, S`(STL}1 Tz t-�t i Ls5 Pc ► G Y' A^1 "L ►.4�rL,,l�� nlC�.� \ o 00 C ---AL -T\410 c01slF�Aizr ►-1� t �'A►.\�C ►J oc�c c� Qao ►act �•i 1T ,A mr- i 5 - U 5, p3 C FEzcowTtoN "ZA^cc. LIC) mkw4 kw CL1bC]SC �,a►'�C COQ "pC=L� �"'QC.11Ci� AP�I.�cJ�' .TO►.l 'Feo►-� TQ�r 1 AMC.. � �. 65.0100 o: us ��d � g� ,Qjz'.Sa evwr t o o AtSIN'. i so SPC �coeooNc� X 3 iDQooti1 = V5p C�F'� y60 p O,.Vj CAPD �F �b00 DF W. -t -t zn -S+1+2 5,S) .._ "f�Clacta �.[►acOTr\ ��aa ,1�00� � p,�l = 8Z/ Fr UT�L.IZC �- TeC►�cN� t�- t ^, IV 1 FT t►�1 �-C;.,.WiorH CA.cH . MAR -01-1999 MON 11 37 AM POLAR REALTY INC, FAX NO. 19073492032 P. 06 SPC 'EckTA k 1 AIB�R PY ihti K t �� ALT E P1_AN �- M-1 C K l 6A9 ASI E- —1P mx; E X. PTtC TAKK �. 9 5 1 WE t_� �,Ssc,�►��gr, I Fl QLD �' ►�G� L -OT 5Et,rtC'TANK PARKING I�' OL -C> L©T L) ptZ4 F0sejn� -T-"R CC 'BEDROOM �oV�c cc Jew loon- sEmTlc 'raNK ELL K, SE�AQA�cx�l !. OF r I N Ar -�-► -a c --- ------ sv>EQ)w0E weii!166 j Ir -Pit 1 LL 100 { CO ;.�. _ . . SLOT. 6 G �je j. yA .ELS L��cryb. A►.1c►�p�e�E. h"L1.AV.�;"_ ' .tKC� FaAQC.► _CO = C�_C-A A; CS r MAR -01-1999 MON 11;37 AM POLAR REALTY INC, FAX % 19073492032 P. 07 1 1 1 - Yid bOv1 o� nc°n 1414 II_ \a • • Of Aja A '•.+f' $A�C.L'FI�L l( t � QC 2F0 P1s`ctD of vemkm ,E eock- T ,c-LJD%,4 1A-1�4 CRT Geoo►.►.� SoeF�c�. ZfnaeT OP GPeAVit 430 [TO► -k OF p►--,!!r2►P P,Ipa ��fG4 AL-oNce l.c►1c,rN � �3b t'te►-Z v'� A�oBDTto.l TFr C- Jac N..._..._._ fool r r� CFlwoo A �.. I'•'•....• {• Q o1iOWN , d1F AV, CC,1tlo(A 7 MAR -01-1999 MON 11:37 AM POLAR REALTY INC. FAX NO. 19073492032 Municipality of Anchorage e y' DEPARTMENT OF HEALTH ✓t, HUMAN SERVICES r 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST PERFORMED FOR: Mllm VAIZ.CtA DATE OFIMED: ZQ AVto 92. LEGAL DESCRIPTION: L.oT13t_tL� �tt2lsbiCCD Townshlp, Range, Section; TesT I-Iot_t3 L SLOPE SITE PLAN DEPTH T0v! 0%L- Geevs��Ly 5o,.,a g \ �T�1 • weave t.cy Sn..ab oT� - O C61i►tic� �RCol.s'TOJ S'InL S \ LT Ii01 C Ct E�1. w � moo► -tet: Ge�+v►=L_ OLtJ ScFyt\L SCwQl�L` L F2p►t 11lSA.tbOvWAS GROUND WATER SCL'�P�►toL` :PIT ENCOUNTERED? IF YES, AT WHAT DEPTH? wem In Wd■ Tc;Ni E MwAving7 Edc 111=5 EmmummmRON Date Gross Time Net Time Depth to Water Net Drop io 3 z a : 31 '• 30 0 55 _ y,'Zi. 0 Ell Emmmommmom O ■■ mommwimmomm tl WAS■■■ to V5' S3 ' ■■ t1I A ' 13'.30 01 ' 4.1011514 1G • It.' 704.$io t` 10., Z3.4 50 1010' JEMEMENNEE '116 5.20 N 10 11' 0 5,41 i" 5/16 bl. t l t` 10'.q`4;os ' 3`> 55 ■■ ti �■..■■. ■■■■■■e"am M ■■■■■N NmmummummmE LIr ". S L 9� D P E Reading 14%)A (Awl Date Gross Time Net Time Depth to Water Net Drop io 3 z a : 31 '• 30 0 55 _ y,'Zi. 0 01 110 6G /1� O 2,a9 tl 10"03'.50 to V5' S3 ' ZZ -1c) t1I A ' 13'.30 01 ' 4.1011514 1G • It.' 704.$io t` 10., Z3.4 50 1010' Sy't3" '116 5.20 N 10 11' 0 5,41 i" 5/16 bl. t l t` 10'.q`4;os ' 3`> 55 ti LIr ". 20 -{ I PERCOLATION RATE m 40 (mutewinch) PERC HOLE DIAMETER It JI TEST RUN BETWEEN 3 FT AND FT COMMENTS . PR:-�soe.tCEm Nl fa K[ rK10R .' Ta" ''V—ST,' NoL.E WA5 L.,bCATEb 114 nLn SCEPLIC- 'Pt -r. WA't'E2 FbU1,41a W "01-2- was SEPr1C 1-61_C -owe. 81 PERFORMED BY; L 24&.t -y W tINAKrC: I CERTIFY THAT THIS TEST WAS PERFORMED IN -73o Ma`I 19` 3 ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT bN"4NIS DATE. 'BATF', T2 -ow (Rev.4/as) Fin�C o F MAR -01-1999 MON 11;38 AM POLAR REALTY INC, FAX NO, 19073492032 a" k�0w`E Munidpollty of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES �• 825 "L" Street, Anchorage. Alaska 99502-0650 CR SOILS LOG — PERCOLATION TEST +�� f•,`� ..ice., N11 PERFORMED FOR: M1kc. l7AQClLr1 DATE PERPORMED:Z AV to 7 I LEGAL DESCRIPTION: LST �lC �>C'E�.1EfzD Tow nshi Ran e, Sec l�T ICS`r_'Aoc[, 1. (Col -A 2 3- 4- 5- 6- 7 . - 8• _ 9• 10- 11' 12 13 14 •• 15,. 16 17 18 19 20 COMMENTS WAS GROUND WATER ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? P E Doom b WAW Mgt ®mmm . • ffmQm • • • ��� SEEM= �WHOMm ... �N�E11 OMEN ONINNEMEME MEMO EMEEMEMEM MEMO MENOMONEE MEN INMEMMENEM MENOMONEE i��� iiiiiiii� WAS GROUND WATER ENCOUNTERED? S L IF YES, AT WHAT O DEPTH? P E Doom b WAW Mgt PERCOLATION RATE TEST RUN BETWEEN (minufoWinch) PERC HOLE DIAMETER ;LANK•. x7 . FT PERFORMED BY: �-' p'� L^ \-'1k CERTIFY THAT THIS TEST WASPERFORMEDIN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE_ DATE � �` i0� ( c l 72•Q08 (Rev. 4/85) 'PA `F— Z o F ?„ ®mmm . • ffmQm • • • ��� SEEM= ... PERCOLATION RATE TEST RUN BETWEEN (minufoWinch) PERC HOLE DIAMETER ;LANK•. x7 . FT PERFORMED BY: �-' p'� L^ \-'1k CERTIFY THAT THIS TEST WASPERFORMEDIN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE_ DATE � �` i0� ( c l 72•Q08 (Rev. 4/85) 'PA `F— Z o F ?„ MAR -01-1999 MON 11;38 AM POLAR REALTY INC, FAX NO, 19073492032 Municipality of Anchorage. / . 4 DEPARTMENT OF HEALTH & HUMAN SERVICES $25 "U' Street, Anchorage, Alaska 99502-0650 SOILS LOG — PERCOLATION TEST �� ✓• •� 1. P. 10 r ' T H .r � ,'� ... „I 1 \ THEE AL •`: . /l % OF PERFORMED FOR: M1 iC.E GA.ec % A. DATE PERFOR ,�ta��• 28 AL►�9 ' LEGAL DESCRIPTION= Lax '6Cy Vtetdt<f'EEb Township, Range, Section: TL='sT NoL.t Z SLOPE SITE PLAN DEPTH 1-ppgpt` EETI o'.o rS�L"ty SoKo .J 6rovs� 2 a�o ��•:fl F�eaaL4nna ►1o.f E.uEvenorl 4 5 Gr 7 a• 9• 10. 11 12 13 14 1s 16 17 1a 19 20 -%'Lrl 6esvrcLy S1a►ta NIP-MME Data Grose Time Not Time Depth to Water MM —3 NEMENEWHEN = : 0 — LI 2. 5 5 j' — : y ; ti 4' yo" LI's a i fl 9 t 99 '00, ■■ DIZ*4 MENES it aw ME..■■■. ■. MW (c. w7 Z- E■..■■ IOL '.05 10 1 o:5 i MN ENEENNEENE 4 I :DS 12 aCPO At tl l a V ■..■.■■■■■ 10' 30'W Ib' v5" .■ ■..■■■VId NE■■NU M■ n" ■■ NEEN2E ■■, 0`y 0 �u1LTy �7�AVE.IL`I �pK4 WAS GROUND WATER QN t7 ENCOUNTERED? u +� S o,. L �y U IF YES, AT WHAT O DEPTH? P WpYYWYrNu►iE Out C1 r42 Mantla611� COMMENTS Reading Data Grose Time Not Time Depth to Water Not Drop —3 0c"9 = : 0 — LI 2. 5 5 j' — : y ; ti 4' yo" LI's a i fl 9 t 99 '00, 1 ' 1 b' DIZ*4 — — (c. w7 Z- o IOL '.05 10 1 o:5 i 172" IS.—S3 4 I :DS 12 aCPO At tl l a V 10' 30'W Ib' v5" PERCOLATION RATE tmmutesnnch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND 5 FT PERFORMED BY: P� tt �' �• W ►YKer .l l ' ,CERTIFY THAT THIS TEST WAS kRFORMED IN ACCORDANCE WITH ALL STATE, AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE DATE 3 P H14A 1!19 3 72 -*W IReJ, a/85) 'FINCev- ' O F ?, 0 MAR -01-1999 MON 11:38 AM POLAR REALTY INC. FAX NO. 19073492032 P. 11 0 I ws ) '' '• •' t Municipality of Anchorage .0 i • �" DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 �• SOILS LOG -- PERCOLATION TEST cRAI l s' •., les ;��� .. O ••1• y PERFORMED FOR: M1tt GAQCLA DATEPERFORAg-r GFE 1 LEGAL DESCRIPTION: DoT y -� 1 Fjt?K,,.tEEC Township, Range, Section: TC'sT' 1-ID4E 3 SLOPE SITE PLAN 1 2 3 4 5 6 7 a 15 16 17 COMMENTS St_-ry SewD %•r) GVAAIEL-TIWEt SAwc)rr Slur 0 51 GvAvl:Lw Snub StL:.r� S&W o WAS GROUND WATER `' ENCOUNTERED? no ������ S GRANYELN qq41D IF YES. AT WHAT O DEPTH? P E 1-5 Oepa Y War VAr MwAwir ? ftmMf, Iain Re ing Dete Ms ;n Gross Time Net Time Depth to Water Nee Drop 00 0 5S" 71 154 •. IS IOt IS �� 55,118�� ► 1 �•3 :y 2y 9:13 yla 3 IZ .1.-1 '•O i7S I M u1• Z i w 19 t, uo —F, —,S-,7-7'1$ y ' 1,3 00 O 20'' y i, (."<b.00 10100" PERCOLATION RATE (mmutewinch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND - FT PERFORMED BY; �Q'E1�Co L"� \L `TµtV- I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE 250 MA -4 72-008 (Rev. 41W) MAR -01-1999 MON 11:39 AM POLAR REALTY INC, FAX N0, 19073492032 i Pl f � V Municipality o1 Anchorage � DEPARTMENT OF HEALTH & HUMAN SERVICES •. 825 "L" Slree%, Anchorage, Alaska 99502-0650 P. 12 SOILS LOG — PERCOLATION TESTAIG �� ;y.rr r� PERFORMED FOR: Mime. (2pNec A DATE PERFO LEGAL DESCRIPTION: LtiT Y aI.t{ I Township, Range, Section: Idz:r {IOC Z Cour SLOPE SITE PLAN 1 - 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 WAS GROUND WATER ENCOUNTERED7 IF YES, AT WHAT DEPTH? oepili to Wrr Alar INenAm1ng9 u! ME Reading Date Groes Time Net Time Depth to Water Net Drop 3 ocT'4Z 10, : 3,39 3 OcY92 It,V5:00 q' to" 39' V 2 coal ' ' 63: q0 10' q0" . I 9 Q0" 44 1. 5 .. .' 116- I 'i '' I I :1W. 45 ' Z 5 a' '' /16.0 13.1 itt1:3q, 20 I��JI PERCOLATION RATE (minuta/Inch) PERG HOLE DIAMETER .._ TEST RUN BETWEEN FT AND FT COMMENTS 77 PERFOAMED BY: �'0 L� `�— `�+ t Tl JCS 1 CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE, DATE 3o 1993_ 72-009 (Rev ves) �(,;�.6 2 0 F 2 £P&4WS • f* Municipality of Anchorage0,1 • _ On-Site Water&Wastewater Program �` � (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 015-271-26 Expiration Date: 1. GENERAL INFORMATION Complete legal description FIREWEED HILLS S/D; BLOCK 1, LOT 4 Location (site address) 3231 MICHIGAN AVENUE,ANCHORAGE,AK 99516 Current Property owner(s) NICK LARSON Day phone 907-947-2481 Mailing address 3231 MICHIGAN AVENUE,ANCHORAGE,AK 99516 Real Estate Agent Day phone 2. TYPE OF DWELLING: Single Family (w/wo ADU) ❑ Duplex I I Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 2 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well U Individual On-site Individual Water Storage ❑ Individual Holding tank _ Community Class Well ❑ Community On-site Public Water System ❑ Public Sewer _ WalverNanance request for N/A Distance - Received by: Date: COSA to be released to the engineer,unless otherwise requested by the engineer. COSA Fee$ 556 Waiver Fee$ Date of Payment 542/0 Date of Payment Receipt Number 0' V7 LI G7 Receipt Number COSA# 0 SC'q 1/-96 Waiver# 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, i verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are)safe, functional and adequate for the number of bedrooms and type of structure indicated herein. i further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP,Ltd. Phone 337-6179 Address 3701 E.TUDOR ROAD, SUITE 101 'ANCHORAGE,AK,99507 Engineer's Printed Name JEFFREY A. GARNESS,P.E. Date c/3/11 1 Engineer's Comments: In conducting this evaluation,GEG provided an engineering evaluation of the well and/or septic system in accordance with the �.1�1 X111., guidelines and regulations established by the Municipality of Anchorage and industry practices.The reported results describe the •4�c 0 f♦, condition of the systems on the datels of the evaluation.Separation distances were measured to readily identifiable features. 4..xP.••,, '"'1 •.•••.,• • Hidden defects or encroachments may exist that ware not identified during the evaluation.The operational life of ail wells and septic a c5 • W. systems depend on a variety of variables including,but not limited to,soil conditions,groundwater levels(that may fluctuate during �4,♦••' the year),quality of construction(materials and workmanship),and the water usage of the family utilizing the system/s.These s • • g , ,/\ ••:* �� conditions can vary,and are outside the control of GEG.Satisfactory test mutts do not guarantee future performance of the ■ ,• 0 systems;therefore,GEG makes no warranty(express or implied)regarding the future performance of the well or septic system. • r• ,•,•� tto • GEG makes no representation whether an alternative well or septic system can be installed on the property in the event eitherof the current systems fail.The content of this report is for the sole benefit of the personrparty who retained GEG.Reliance upon the 0 • •#,-,6;' / , ess• :t,4tr information provided in this report by any other person or party,including but not limited to subsequent properly purchasers,is not r authorized.In short,GEG disavows any legal duty to anyone other than the person/party who paid for this report. �• J CE- • c: •v<(s." •••"Ci.).. ./..:1****� F`'�• 6. DSD SIGNATURE 44 PROFESS\���4 LICENSE t�111�\��� System#1 Approved for Z bedrooms. anEcceaa System#2 Approved for bedrooms. c.R TY(op//(((( Disapproved. `��'� O 41E1 r y0 r Conditional approval for bedrooms, with the following stipulfl s: Wq z,ATEi, AS FwgNO rn �o PR�aRgTFR 444 = �� y J S�RIlICS���`� 11))1)?111111 f , By: •..( Original Certificate Date: 6--2. V—i et The Municipality or Anchorage Develop,emt Services Division(DSD)issues Certificates of On-Site Systems Approval(COSA)based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTCHMENTS: COSA Checklist Nitrate Advisory Septic System Advisory X Arsenic Advisory Well Flow Advisory Other (Rev.10/12112) COSA Checklist Legal Description: FIREWEED HILL S/D; BLOCK 1, LOT 4 Parcel ID: 015-271-26 If more than 1 septic system on lot: COSA Checklist# of Structure served by this system— A. WELL DATA 0 Well log is filed with Onsite (or attached) Well production at time of test 3.6 gpm Date drilled '1973? Water storage tank volume N/A gallons Total depth *142+ ft Well disinfected for coliform test? 0 Yes 0 No Cased to UNK ft ❑■ Coliform bacteria is Negative 0 Sanitary seal is functioning correctly Nitrate mg/L ❑fi Nitrate less than MRL(ND) 0 Wires are properly protected Arsenic ug/L 0 Arsenic less than MRL(ND) Casing height(above ground) 12+ in. Collected by GARNESS ENGINEERING Date of flow test for COSA 5/8/19 Date of Sample 3/7/19 Static water level at beginning of test 130 ft. Comments *NO WELL LOG ON FILE. B. TANK DATA C. LIFT STATION Age of tank(s) <19 years ❑ '-: •red maintenance completed Tank type/material STEEL Age of lift stab. years Standpipes/foundation cleanout per record drawing Lift station material Date of pumping 4/3/2019 Comments' SEPTIC TANK LIQUID DEPTH NORMAL D. ABSORPTION FIELD DATA 5-WIDE Which system tested (date installed) "66"1101 Adequacy test date 5/8/19 0 ALL standpipes present per record drawing Results 0 Pass For 2 bedrooms Total measured depth from grade 11.3 ft(max) Fluid depth prior to test 28.75 in Measured depth to pipe invert from grade 6.2 ft(min) Water added 550 gal 1 7 , ; 0 N/A-pressurized field New depth 44.25 in ..--1,7 4 . c'IN,� �� 0 Monitor tubes go to bottom of drainfield. If not, state Elapsed time 120 min depth into effective As m`^1- Final fluid depth43.25 in y,g'Sv2 „ 1/1 0 Code-required soil cover over field CP1- ' Absorption rate "300+ gpd 3 r' Z yvuJ'+ 0 System presoaked YES (Required if vacant for greater than 30 days prior to Any rejuvenation treatment(past 12 months) date of test) If yes, enter date 4/3/19 Gallons introduced gallons Comments/Deficiencies:DRAINFIELD SEPTICLEARED BY MCDONALDS PUMPING ON 4/3/19. **BASED ON 2-HOUR RECOVERY READING/CA NLY MEET ABSORPTION / ,w � REQUIREMENTS WHEN OPERATING NEAR 100%CAPACITY. \ (...... � S �` S1 t.;�� Q'L�t n/�i t-t a k�i l°t -�J (Z i--\P-IN,,),16- L i r c, COSA Checklist yellow sheet -._.e---(N-Dt Al, 0,1-; cici liq G 2 — Pt, ti)DicA---y- i e 2 631-t-i-t,-gs 04- s cP.P-����' IN /3 q.r. �¢,o f L.4 i,�t t;.s --f---) &-- t-f�`.t!F' .. cc"'7 Z-z.s- . ,,, E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot> 100' Community Sewer Manhole/Cleanout> 100' Q✓ Yes if No ft Q✓ Yes if No ft Neighboring Tank> 100' 0 Yes if No ft Private Sewer/Septic Line >25' Q Yes if No ft Absorption Field on Lot> 100' 1= Yes if No ft Holding Tank> 100' 1: Yes if No ft Neighboring Absorption Fields > 100' Animal Containment>50' ✓Q Yes if No ft I Yes if No ft Manure/Animal Excreta Storage> 100' Community Sewer Main> 75' Q✓ Yes if No ft Q✓ Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations> *5'+ E Yes if No ft Surface Water> 100' p✓ Yes if No ft Property Line> 5' []✓ Yes if No ft Driveway/Parking>0' E Yes if No,comment Absorption Field > 5' ✓EYes if No ft Wells on Adjacent Lots: Water Main > 10' ❑✓ Yes if No ft Private Wells> 100' Q✓ Yes if No ft Water Service Line> 10' Q✓ Yes if No ft Community Wells>200' ID Yes if No ft Po From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' Q✓ Yes if No ft Driveway/Parking>0' Ej Yes if No,comment **6 0 Property Line > 10' El Yes if No ft Wells on Adjacent Lots: Li Water Main > 10' Q✓ Yes if No ft Private Wells> 100' ✓Q Yes if No ft (� Water Service Line > 10' Q✓ Yes if No ft Community Wells>200' D Yes if No ftp Surface Water> 100' (]✓ Yes if No ft V) F. ENGINEER'S COMMENTS *MET SEPARATION DISTANCE AT TIME OF INSTALLATION. **SEE WAIVER #WR00103. LOW LYING DECK(LESS THAN 30"TALL)NEAR SEPTIC TANK. DECK SUPPORTED WITH PIER BLOCKS. .- i' oo�o�:kpp G. ENGINEER'S CERTIFICATION , O•F•• A 4�� I certify that I have determined through field inspections and review ; \Z.-•".. i �i� Q a : of Municipal records that the above systems are in conformance with i 1" •3a 0 MOA COSA guidelines in effect on this date. i /lo i r7y Gar ess: 0 V CE 7 Q �Q ...-'1 j.L.i .��A»' COSA Checklist yellow sheet V4O� r e s s+ooa� #AECCa84 p�000 Municipality of Anchorage • •t!C_ Development Services Department r s=" V Building Safety Division S• err On-Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Septic System Advisory Certificate of On-Site Systems Approval # OSC 191175 During a recent adequacy test on the septic system for Block 1, Lot 4 of Fireweed subdivision, 28.75 inches of standing water was observed in the absorption field. This indicates that approximately 90% of the absorption area is inundated. Although this system passed the adequacy test, the remaining life expectancy may be limited. This advisory must be attached to all copies of the subject Certificate of On- Site Systems Approval 10'X 20'ANCHOR ESM'T. WEST 90.00 IO'UTILITY EA3EM£JV '� r I - 8 E, 4 p 34.2 E, L J O � ,<_ x G� vpaP - 0 DECK ' 1 I JWCY.,AL.YY.AY r X � ,aC C ,1 ,f• $ o 0 NO j O 7 s442 X " 4pOJ o Ill a \C--P' a•P I CD o 4� ca OS,D Ls, 0 r DECK 16.0 I ' DECK I / xi ( ':::% 7_,o gi 43 p CWELL y O w 'X A o�P a ��� �A 4 /-1 .. 00 EAST 90.00 d�� `'' , o 00% T'SHANE A. HOL. a4vj Oh l epi.'•.LS•691 4...'4,0 o v 4 0 4 oFQesoe44-`po ��OOo�� AS-BUILT SURVEY P' = 20' MICHIGAN AVENUE NO CORNERS SET TH:S I HEREBY CERTIFY THAT I HAVE PERFORMED A SURVEY OF THE FOLLOWING DESCRIBED PROPERTY LOT 4, BLOCK 1, FIREWEED HILL SUB. THE INFORMATION 31BREON IS FOR THE USE OF LENDING INSTITU^.ONS SPECIFICALLY TO SNOW ANY CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES AND/OR EASEMENTS:ATM IS ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE NOT TO BE USED FOR POSITIONING ADDITIONAL STRUCTVRES.IMPROVEMENTS.ORFENCELINES. VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN EASEMENTS OF RECORD.OTHER THAN THOSE APPEARING ON THE RECORD PLAT,ARE NOT SHOWN THE PROPERTY LIKES AND NO VISIBLE ENCROACHMENTS HEREON(UNLESS INDICATED) EXIST OTHER THAN NOTED. NOTE:FENCELINES THAT MAY APPEAR ON T1-QS ORA WING ARE NOT TO BE USER TO DETERMNE DATED AT ANCHORAGE,ALASKA THIS 31TH DAY OF PROPERTY LINES OR POSITION ADDITIONAL IMPROVEMENTS. OCTOBER , 2012. ANY PAVING SHOWN HEREON MAY BE APPROXIMATE DUE TO EXCESSIVE SNOW ANO/OR ICE — HOLT LAND SURVEYING 600145HVIEW DRIVE 6!!4,FE 90.60,34.22.!5$-T MICHORAGEAK 99515 315.5513 r • Municipality of Anchorage On -Site Water and Wastewater Program- r (907) 343-7904 Certificate of On -Site Systems Approval t Parcel l.D.015-271-26 Expiration Date: �� _,9r� 1. GENERAL INFORMATION Complete legal description Fireweed Hill, Block 1, Lot 4 Location (site address) 3231 Michigan Avenue Anchorage, AK 99516 Current Property owner(s) Anthony J. Mangano Day phone Mailing address 3231 Michigan Avenue Anchorage, AK 99516 Real Estate Agent 2. TYPE OF DWELLING: 0 Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: TWO Day phone 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual ❑ Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver/Variance request for: Received by`,_ COSA to be released otherwise requested by the engineer. Date: 5 - 5 " t S- COSA Fee $_ J .�J 4' / Waiver Fee $ Date of Payment `�/ / 7 /� S Date of Payment Receipt Number Receipt Number COSA# Waiver# 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. - - - ---- ..- - Name of Firm Anderson Engineering Address P.O. Box 240773 Anchorage, AK 99524 Engineer's Printed Name Michael E. Anderson, P.E. 6. DSD SIGN n TURE stem #1 Approved for � bedrooms Phone 522-7773 CE System #2 Approved for bedrooms •��rFPf�,..��� Disapproved Conditional approval for bedrooms, with the following stipulations: By: Original Certificate Date: The i9b nicip n ge Development Services Division (DSD) issues Certificates of On -Si. Systems Approval (COSH; based only upon the representatl ns given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheetf .. Ha4€1 UH- CE System #2 Approved for bedrooms •��rFPf�,..��� Disapproved Conditional approval for bedrooms, with the following stipulations: By: Original Certificate Date: The i9b nicip n ge Development Services Division (DSD) issues Certificates of On -Si. Systems Approval (COSH; based only upon the representatl ns given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheetf .. If more than 1 septic system IS op) the Ipt: COSA Checklist #,,,r„„of Structure served by this systom Certificate of On -Site Systems Approval Checklipf Legal Description: Fireweed Hill, Block 1, Lot 4 A. WELL DATA Well type Private If A, B, or C provide PWSID # Date completed 1973" Sanitary seal (Y/N) Y Total depth 142` ft. Cased to >40 ft "Per Municipal Records. FROM WELL LOG Date of test Static water level Well production WATER SAMPLE RESULTS ft. g.p.m. Parcel ID: 015-2,7'i'•26 Well Log (Y/N) I Wires properly protected (Y/N) Y Casing height (above ground) >12 in. AT INSPECTION 7/9/2015 131.39 ft 5.8 g.p.m. Coliform 0 colonies/100 mL Nitrate ND mg/L Arsenic ND ug/L Date of sample: 6/18/15 Collected by: And. EnginepIng B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel Date installed 7/16/200 Tank size 1,000 gal, Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout (Y/N) Y Depression over tank (Y/N) N High water alarm (YIN) N Date of pumping 6/19/2015 Pumper Denali Pumping and Waterworks C. ABSORPTION FIELD DATA 8 GPD/SF Dei Date installed 7/17/2001 Soil rating (g.p.d./ftz or flzlbdrm) ' System type prenq Length 37.5 ft. Width 5 ft. Gravel below pipe � ,__,-#, Total depth 9.6 ft, Eff. absorption area 375 ftz Monitoring tube Y Depression over POO i Date'of adequacy test 7/9/15 Results (Pass/Fail) Pass For 2 pporoorgp Fluid depth in absorption field before test 38 in. Water added 361 gal. New dept(1-ff— jj, Elapsed Time: 1,440 min. Final fluid depth 38 in. Absorption rate >= 300 9115141 Any rejuvenation treatment (past 12 mo.) (Y/N & type) N If yes, give date b. LIFT: AtION bate imil6lllitl . Size in gallons _ "Gump W ievel at in. "Pump off' level at betum _ Cycles tested 9. SEPAkAI'NbN DISTANCES Wr=LL dh LbT TO: Manhole/Access (YIN) in. High water alarm level at Meets.alarm & circuit requirements? septic to** station on lot >100' On adjacent lots >100' flbsorptlibd kid on lot > 100' On adjacent lots > 100' rUblic AVAt main >75' Public sewer manhole/cleanout >100' Sewer Is* service line >25' Holding tank >75' Ahimal Wl'itlNnment areas >50' Manure/animal excrete storage areas >100' StPTldilibIDING TANK ON LOT TO: builditt4611dation >5, Property line >5, Water M81M > 10, Water service line >10' Wells dh dilljlc&nt lots >100' AbSOOTIGN FIELD ON LOT TO: Kopertf jft 6' Building foundation >10' Water gifti6 tine >10' Surface water >100' OUrtain i.rdlM None Noted Wells on adjacent lots >100' P, ObMrM( t See Ut Line Waiver No. WR000103 Absorption field >5' Surface water >100' Water main N/A Driveway, parking/vehicle storage > 10, in. d, iNG11r16,1311'SCERTIFICATION a�a A '1444 Cettify #W I have determined through field inspections and = `Q:.•' /p tiVidw Of Municipal records that the above systems are in AV fij • ��f� :9 Wtlft brMSfibi with MOA COSA guidelines in effect on this date. * a 49 N nlr Michael E. Anderson, �'••• ::" :" s•• �PHginettt'bfkinted Name , P. „• . •••••„C1 ........: /5/2015 f! �, �MICNAEI E. ANDERSON () bate ����•• CF.A381 Municipality of Anchorage On -Site Water & Wastewater Program (907) 343-7904 ' J CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I. D. 015-271-26 Expiration Date: 1/,? f 1. GENERAL INFORMATION Complete legal description FIREWEED HILL; BLOCK 1, LOT 4 Location (site address) Current Property owner(s) Mailing address Real Estate Agent 2. TYPE OF DWELLING: 3231 MICHIGAN AVENUE *ANCHORAGE, AK 99516 TRAVIS & KIMBERLY PETTIT Day phone 3231 MICHIGAN AVENUE *ANCHORAGE, AK 99516 227-6860 STEPHANIE RICHARDSON W/ PRUDENTIAL Day phone 529-1844 N Single Family (w/wo ADU) ❑ Dup!�x ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4. TYPE OF WATER SUPPLY: Individual Well 0 Indi;.idualWater Storage ❑ Co r »unity Class Well ❑ Pt r is Water System ❑ Recei, ed by:` 2 COSA to be released to the engineer, unless otherwise requested by the engineer. TYPE OF WASTEWATER DISPOSAL: Individual On-site 0 Individual Holding tank ❑ Community On-site ❑ Public Sewer ❑ Date: I ? COSA Fee $ ;;AL z,&S� Waiver Fee $ Date of Payment Date of Payment Receipt Number dl dq 6— Receipt Number COSA# �G Ca I 57U Waiver# 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seahaffixed Nreto and as of the validation date shown below, 1 verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. 1 further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd, Phone 337-6179 Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date ll ZI 112- Engineer's 2Engineer's Comments: In conducting this evaluation, GEG, LtD. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 6. DSD SIGNATURE System #1 Approved for —j— bedrooms. System #2 Approved for Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: 795 Pr C` f n. SS10h�\� OF ON-SITE WATER AND WASTEWATER pROGRAM The Municipality or Anchorage Develop,emt Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the represenatations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. - 7. ATTCHMENTS: COSA Checklist _ Ll_� — Septic System Advisory Nitrate Advisory Arsenic Advisory rXZ4�;_= he (Rev. 11105) Original Certificate Date: _a__ If more than 1 septic system is on the lot: COSA Checklist # _of_ Structure served by this system Certificate of On -Site Systems Approval Checklist Legal Description: FIREWEED HILLS S/D; BLOCK 1, LOT 4 Parcel ID: 015-271-26 A. WELL DATA *PER GEG INSPECTION. **ASSUMED BASED UPON SURROUNDING WELL LOGS. SEE ATTACHED. Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) NO Date completed 1973? Sanitary seat (Y/N) YES Wires properly protected (Y/N) YES Total depth *142+ ft. Cased to **40+ ft. Casing height (above ground) 12+ in. FROM WELL LOG AT INSPECTION Date of test 10/19/2012 Static water level ft. 128 ft. Well production g.p.m. 4.8+ —9 P.M. WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Nitrate NDmg./L. Collected by: GEG. Ltd. Arsenic: ND ug./L. Date of sample: 10/19/2012 B. SEPTIC/HOLDING TANK DATA Tank Type/Material SEPTIC/STEEL Tank size 1000 gal. Number of Compartments 2 Date installed 7/16-17/2001 Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (Y/N) YES Date of pumping Pumper. OM& -k; JeI,.Cr S aa�r --' to t'. (7.. C. ABSORPTION FIELD DATA *BELOW EXISTING GRADE Date installed 2/16-17/2001 Soil rating (.p.d./ft rfObdrm) 0_8 System type TRENCH Length 37.5 ft. Width 5 ft. Gravel below pipe 4 ft. Total depth *9.58+ ft. Eff. absorption area 375 ft' Monitoring tube YES Depression over field NO Date of adequacy test 11/20/12 Results (Pass/Fail) PASS For E bedrooms Fluid depth in absorption field before test 13 in. Water added 700 gal. New depth 35 in. Elapsed Time: 120 min. Final fluid depth 34 in. Absorption rate >= 300+ g.p.d, Any rejuvenation treatment (past 12 mo.) (Y/N & type) SEPTICLEAR If yes, give date 10/23/12 D. LIFT STATION Date installed Size in gallons Manhole/Access (Y/N "Pump on" level at in. "Pump off" level High water alarm level at in. Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankAt t station on lot 100'+ On adjacent lots 100'+ Absorption field on lot 100'+ Public sewer main N/A Sewer /septic service line 25'+ On adjacent lots Public sewer manhole/cleanout N/A Holding tank N/A Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCEFROM ABSORPTION FIELD ON LOT TO: Property line *X'+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ - - Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS *PER WAIVER #WR000103 G. ENGINEER'S CERTIFICATION I certify that t have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name JEFFREY A. GARNESS Date 11 (Rev. 11105) 10'X 20' ANCHOR ESM'T. EAST 90.00 AS -BUILT SURVEY V = 20' MICHIGAN AVENUE DATEDRNBRS SET THIS o C OF *v.4 9T-H� M' a s 'SHANE A. HO LTAOG f LS -6914. °O I HEREBY CERTIFY THAT I HAVE PERFORMED A SURVEY OF THE FOLLOWING DESCRIBED PROPERTY LOT 4, BLOCK 1, FIREWEED HILL SUB. THE INFORMATION HEREON IS FOR THE USE OF LENDING INSTITUTIONS SPECIFICALLY TO SHOW ANY CONFLICTS BETWEEN EXISTING STRUCTURES AND PLATTED LOT LINES AND/OR EASEMENTS: AND IS ANCHORAGE RECORDING DISTRICT, ALASKA, AND THAT THE NOT TO BE USED FOR POSIEONING ADDITIONAL STRUCTURES, IMPROVEMENTS, OR FENCELINE5. VISIBLE IMPROVEMENTS SITUATED THEREON ARE WITHIN EA5EMENT5 OF RECORD, OTHER THAN TH05E APPEARING ON THE RECORD PLAT, ARE NOT SHOWN THE PROPERTY LINES AND NO VISIBLE ENCROACHMENTS HEREON( UNLE55 INDICATED) EXIST OTHER THAN NOTED. NOTE: FENCELINE5 THAT MAY APPEAR ON THIS DRAWING ARE NOT TO BE USED TO DETERMNE DATED AT ANCHORAGE,ALASKA THIS _11TH_ DAY OF PROPERTY LINES OR POSITION ADDITIONAL IMPROVEMENTS. OCTOBER , 2012. ANY PA VING SHOWN HEREON MAY BE APPROXIMATE DUE TO EXCESSIVE SNOW AND/OR ICE. — HOLT LAND SURVEYING 60017GHWEW DRIVE 61,,11-22,1564 ANCHCRAGE,AK 99515 P 1 fn; FB 90- 395-5513