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Home My WebLink AboutSWANSON LT 2Swanson Lot 2 #051-221-40 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water& Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WATER SUPPLY PERMIT Upgrade Permit Number: SW030101 Legal DescriptionAmonerAWK11TIO Design Engineer: 0041 AK Water & Wastewater Consultan Owner Name: Margaret Swanson Owner Address: PO Box 670402 Chugiak AK 99567-0402 Date Issued: Apr 29, 2003 Expiration Date: Apr 28, 2004 Parcel ID: 051-22140 Site Address: 018131 BENDING BIRCH DR Lot Size: 79871 SQ. FT. Total Bedrooms: 5 Permit Bedrooms: 5 This permit is for the construction of: ❑ Disposal Field ❑ Septic Tank ❑ Holding Tank ❑ Privy All construction must be in accordance with: 1. The attached approved design. ❑ Private Well ✓❑ Water Storage 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: Date: 4.90.03 Date: 2 0 Municipality of Anchorage • '� Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 051-221-40 Permit Number twd?O/O/ Property owner(s) MARGARET SWANSON Day phone 688-6723 Mailing address (1) P.O. BOX 670402 * CHUGIAK AK #A4ai�h'ngaddress (2) IR131 jw"PlobpIIKH OR Zip Code 99567 Legal description (Lot, Block & Sub'd.) LOT 2• SWANSON SUBDIVISION Legal description (Section, Township & Range) N/A Lot Size 72 16 71 Acres(!O Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. ALASKA WATER & WASTEWATER CONSULTANTS, INC. Permit Fees:? � _61_') S—Lo 2�_ Waiver Fees:_ Date of Payment: i -2M- 0�, Date of Payment: Receipt Number: 3 ✓ 2. Receipt Number:. ALASKA WATER & WASTEWATER CONSULTANTS, INC. April 17, 2003 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Attn: Jeff Poet REFERENCE: Swanson Subdivision, Lot 2: Water Storage upgrade within the Municipality of Anchorage (MOA). On 2/12/2003, a site visit was performed on the referenced property in order to perform a well flow test and septic adequacy test. Prior to the test, a total of 1200 gallons of storage tanks that are N.F.S. approved were found in the house (6-200 gallon tanks). The property has 2 wells serving the house. The wells are connected together outside of the foundation and were tested simultaneously. The wells were then tested and found to have a combined production of 0.09 gallons a minute which does not meet the M.O.A. standards. The homeowner was then notified that an additional 300+ gallons of storage were needed in order for it to meet M.O.A. requirements and to obtain a Health Authority Approval. The homeowner contacted K&L plumbing to install an additional 300+ gallons of storage. Neither the homeowner or the certified plumber were unaware that a permit was required. Additional holding tanks were installed by K&L plumbing and are N.F.S. approved tanks. There now is 1500+ gallons of storage inside the house which meets M.O.A. requirements for a 5 bedroom water storage system. We request you issue a water storage permit for the existing water storage system. If you have art 44estions, please contact us at 337-6179. RE M.S. 6901 Debarr Road, Suite 2-13 * Anchorage, Alaska 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com Municipality of Anchorage Page 1 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: SW990263 PID Number: 051-221-40 Name:MARGERET SWANSON Wastewater System: ❑ New ■ Upgrade Address: P.O. BOX 670402 CHUGIAK, AK 99567 ABSORPTION FIELD Phone: (907) 688-6723 No. of Bedrooms: 5 ❑Deep Trench Is Shallow Trench O Bed ❑Mound ❑Other LEGAL DESCRIPTION Soil Rating: 1.2 Total Depth from original grade: 7.0 GPD/Sq. rt Ft Lot: Block: Subdivision: Depth to pipe bottom Pam odgbnal grade: Gmvel depth beneath pipe: 2 — SWANSON 3.0 Ft 4.0 Ft. Township: Range: Section: FII added above original grade: Grinnell length: — _ — 1.5 — 2.0 Ft 70.0 m Gravel width: Number of Innes: Distance between liner WELL: ❑ New El Upgrade 5.0 Ft 1 — Ft, classification (Presale• Ae,0: Total Cased To: Total absorption am: - 700.0 Pipe muterlob ASTM D-3034/F-810 pt Ft so. FL Drilla. Date Drilled: Static water level: Installer. RASMUSSON EXC. Date Installed: 8/27/99 R Ylsltl:Pump Set At: Casing Wight Above Ground: TANK GPM Ft PI SEPARATION DISTANCES 0Septic ❑Holding ■S.T.E.P. To Septic Absorption Lift Holding Publie/Pdvate Manufachman ANCHORAGE TANK Capacity in gallons: 2000 From Tank Field Station Tank sewer Onee Well 100'+ 100'+ 100'+ — 25'+ MoWial: STEEL Number of compartments: 2 Surface 100'+ too'+ 100'+ - - LIFT STATION Water Line 5'+ 10'+ 5'+ — — Sha In gallons: 2000 Manufacturer. ANCHORAGE TANK Pump on' level of Pump Imwl at• High water alarm ab Foundation 5'+ 10'+ 10'+ — — 39" 39" 45" Curtain Pump Mab h Modal: Elect cal Impecaom performed by: Drain NO KNOWN #20 OSI OS HHF RISING SON ELECTRIC BENCH MARK Remarks: Location and Description: TOP OF S.T.E.P. TANK MANHOLE. Assumed Elevation: 100.00 Ft ENDINEEMS SEAT. go600p0� .. oP F,. �F d00 ... Inspections performed by: AWWC, INC. Dates: 1st 8/24/99 p ........ •• • ••••• 2nd 8/27/99 0 „N 3rd 8/31/99 e r A..G e.. e. s:..� dOpOs�@^•. Department of Health and Human Services approval —7953 :c�lco0� Reviewed and approved by: Date: ��p�"Prafeggla"ao� k4,Ggz�6 72-013 . 9/91) MCA 25 PERMITNUMBER: AS-BUILT DRAWING PARCEL ID NUMBER: 051-221-40 SW9 SW990263 (V TOP OF OUTRANK ''\\ I 1 G� E C� ♦TM#2 / NEW DRAINFIELD 1 Cor^ I Mr1`�\\�T 1#1 � �;--- `--- CO2 ALTERNATE CO3 2 / 1 SITE I _ _ C-- MH ST2 I STI NEW 2000 GALLON I S.T.E.P. TANK _ I A v� FC0 `EXISTING I 5 BEDROOM z i 0 G HOUSE, I N \ \\ A B C o FCO 27.5 - 28.2 I LL ST7 24.5 - 44.7 NOTE: FOUNDATION CLEANOUT COULD ST2 30.0 - 54.5 I NOT BE INSTALLED CLOSER TO THE FOUNDATION DUE TO THE BURIAL \ MH 312 - .1 56.5 DEPTH BEING OVER 14 FEET DEEP. C01 90.5 73.0 - i CO2 i 136.0 75.0 - CO3 1 h 104.0 58.0 - I h MPi 91.3 70.1 - I ( Mi2 I 130.01 74.0 1 - I1 WELL I 1 t I t ALASKA WATER AND WASTEWATER CONSULTANTS, INC. oo�® 6901 DEBARR ROAD SUITE 2B, ANCHORAGE, AK 99504 •. PHONE: (907) 337-6179/FAX: (907) 338-3246 OpO�� .4000 * H*O LEGAL DESCRIPTION: LOT 2, SWANSON SUBDIVISION ;, .. ......0 TYPE OF WORK: AS—BUILT OF SEPTIC SYSTEM UPGRADE 0.... .. ...... ....... A. . ess,. o • ,, f ��., PREPARED FOR: PHONE NUMBER: 688-6723 MARGERET SWANSON \gyp 04�°�eyP""""••o�Ec9�� ooO4O�Osl0o\ DATE: 921/99 DRAWN BY: K.D.W. SCALE: 1 = 40' PAGE: 2 OF 3 REVISED: 10/5/99 PERM[TNUMBER: AS -BUILT D R A W I N G PARCEL ID NUMBER: SW9 SW990263 051-221-40 rol IN5LLATION TOP Of TANK— Af IN.Ef - 95b2 INVERf Or M- AT IN.Ef - 95,04 - 92,19 (AV60 5il - 99,89 5f2 MN NSW 2000 6& ON 5.f.f l', TANK N ,,—fop Of f" Af a=f - 95,60 ALASKA WATER AND WASTEWATER CONSULTANTS, INC. 6901 DEBARR ROAD SUITE 2B, ANCHORAGE, AK 99504 PHONE: (907) 337-6179/FAX: (907) 338-3246 LEGAL DESCRIPTION: LOT 2, SWANSON SUBDIVISION TWE OF WORK: PROFILE AS—BUILT OF SEPTIC SYSTEM UPGRADE PREPARED FOR: PHONE NUMBER: MARGERET SWANSON 688-6723 DATE: DRAWN BY: SCALE: PAGE: 9/21/99 K.D.W. N.T.S. 3 OF 3 Af OUILET - 99.85 A. ..... ,...... 09/19/1999 16:17 19076886'777 R13ING SON ELECTRIC PAGE 81 GI LL TO Rum"uaon 12maprbee Al lk a um Rising Son .Electric P.O. Box 670687 Chugiak AK 99567 (907 688-6777 Invoice GATE I INVO1Cke V19/99 716 P.O. NO. TERMS PROJECT Swenson Due on reoalpt - .. , ,.,..,., , ..,_.. ,�,....... .....,. ,.., ,.,,. it ... ... QUANTITY DESCRIPTION RATEAM � OUNT ... .... ..._1 ...................f.. . ........ 2 Labor Only WirelifsWion 43.OQ 9Q,00 Marjan SwmaoeA"dmoa Lora S warJ5o/A i � I I i I I I I I IYI bean a pla wre wo*lnS wim your i Invoice's over 30 days will ba eubjw W a Rnmoa ohtlye oP 16% 080L 969 TOW 490.00 OOWd89LZLIGZ Wd 8b:L0 666T-6T—d3S , I. 67/17/.LWj 16:11 19076996777 No. it" E1 *c iw: 07MVI M DEPARTN N7 c M� t' Divisiald I c.rorwc aw '' �5 : ]�101oN 1p.1g717�d I RISING SON ELECTRIC PAGE U2 bit Ogqupatlobal Licensing 11 o that' (IN! f fbRNPjJGKLE a paor B. Sadwick s NO -25896 Bffictlw: OM01IM DYPARTn8 )i Fco, rr Di'vt�i�t bt:O+oo�t�4t�ot� t Y ry y■rMre 1ii�YtiiaL.' ';; ,, , " , ^ : ti ; - i ,�' i Vit,, L � �; �'T E0 3!Jtld OM103-13 NOS 9NIM1 080E 969 PRYEL MI14T "` + + LLL9969106T l.I:9S 66EL/65/60 0014d89LZL'9Z Wd 8b:40 666T-6T-d3S C9� Permit Number: SW990263 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 ONSITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Legal Description: SWANSON LT 2 Design Engineer: 0041 AK Water & Wastewater Consulta Owner Name: Margaret Swanson Owner Address: PO Box 670402 Chugiak , AK 99567-0402 /YLM 3-9 Date Issued: Aug 09, 1999 Expiration Date: Aug 08, 2000 ncxm Parcel ID: 051-221-40 a—1 ol� Site Address: 018131 BENDING BIRCH DR Lot Size: 79871 SQ. FT. Total Bedrooms: 5 Permit Bedrooms: 5 This permit is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify 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. 5. The following special provisions. The tank size shall be a minimum of 1500 gallons. Issued By: �� l i >� WyiJ Date: O . 9.99 Alaska Water & Wastewater Consultants, Inc. 6901 Debarr Road, Suite 2B — Anchorage — Alaska 99504 (907) 337-6179 — Fax (907) 338-3246 Consulting Engineers July 21, 1999 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: Septic Upgrade Design for Lot 2, Swanson Subdivision To whom it may concern: The existing 5 bedroom house is served by a private septic system and a well. The existing septic system is surcharged and must be upgraded. Two test holes were excavated on the property. Comments regarding the proposed upgrade design are summarized as follows: 1. SOILS: Attached are logs which shows the soil profile, and the percolation test results. In both test holes, the soils below the organic layers are a GW/SW material (with silt) to a depth of 13 feet in TH#1 and to 10.5 feet in TH#2 (bottom of TH#2). There is a clay layer at the bottom of TH#1 between 13 & 13.5 feet (bottom of TH#1). No groundwater was encountered during the excavation of the test holes. A percolation test for TH#1 was performed between the depth of 4.0 feet to 5.0 feet which had a percolation rate of <1 minute/inch. No percolation test was performed on TH#2, but was visually rated as the same as TH#1. It is our opinion that due to the high percentage of sand, the insitu soils will serve as a sand filter. A grab sample can be provided if deemed necessary. 2. TRENCH DESIGN: a. Percolation Rate: <1 minutes/inch b. Allowable Application Rate: 1.2 gallons/day/ft2 c. Number of Bedrooms: 5 d. Design Flow: 750 gallons per day e. Minimum Absorption Area: 625 ft2 f. Total Depth: 6 feet (max.) g. Effective Depth: 4 feet h. Width: 5 feet minimum i. Reduction Factor: 0.50 j. Minimum Length: 65 feet long k Effective absorption area = 650 ft2 3: SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 4. TOPOGRAPHY AND WAIVER REQUEST: As can be seen on the design drawing, the proposed drainfield is to be installed at the base of the 15 to 20 percent slope running from south/southwest to north/northeast. There is a cutbank to the north of the proposed drainfield and alternate site. We request that a 35 foot waiver be granted from the cutbank to the primary and alternate site. The porosity of the soil will insure that wastewater moves downward rather rapidly and does not migrate laterally and daylight at the cutbank. We are unaware of any adverse effects the granting of this waiver would have on adjacent properties. I am unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact me at 337-6179, or 244-9612. Thank you VI.S. NOTE: Attached is a site plan drawing, a design drawing, two soils logs and a 4 page construction specification letter which are all part of the design package for this septic system. , BLM LOT 9, SE 1/4, Yrs SECTION 17, T15N, RiW �AGANT �~ WEST' 1/2, NW 1/4, SW 1/4, ` SW 1/4, SECTION 17, T15N, R1W rJ -vrACAN!D PROPOSED SEPTIC UPGRADE (SEE DESIGN, PAGE 2 OF 2) � r I TH#2 EXISTING j SEPTIC SYSTEM r \\ J ALTERNATE`�k[TE rI / i i j(( LOT 1, SWANSON S/D \ LOT 1, SPRUCF\TREE S/D �--� �/ I i EXISTINGWACA TD �F I I I 100' WELL RADIUS _ 1 (APPROX. LOCATION) 5 BEDROOM 2/t \ HOUSE \ I Im i I i � r i r LOT 3, SWANSON S/D LOT 4, SWANSON S/D r-SE+ `PTIC AREA I II -- LOT 2A, SPRUCE TREE S/D ALASKA WATER AND WASTEWATER CONSULTANTS, INC. 000 F �04 DEBARR ROAD SUITE 2B, ANCHORAGE, AK 99504 •..6901 p G '` f••, 40 PHONE: (907) 337-6179/FAX: (907) 338-3246 ap •, //,�, •••• T_*�Q LEGAL DESCRIPTION: LOT 2, SWANSON SUBDIVISION * ; TYPE OF WORK: SITE PLAN FOR SEPTIC SYSTEM UPGRADE •••• ......•• Je r y A. ness. * Q m PREPARED FOR: PHONE NUMBER: •. -7g53 4` Q04m MARGERET SWANSON 688-6723 �p SCALE: PAGE:LLDa^pd..... DATE: 7/21/99 DRAWN BY: J.L.M. 1 = 100' 1 OF 2 p\��0 Profppf ��O000��oo r V! TOP OF CUTBANK i z I � I EXISTING SW SYSTEM TO BE ABANDO COMPLETELY. PROPOSED DRAINFIELD UPGRADE. TH#2 EXCAVATE 6 FEEF DEEP MAXIMUM BY 5 FEET WIDE BY 65 FEET LONG. _ ADD 4 FEET OF CLEAN, WASHED —'®' -CO SEWER DRAINROCK. THE TRENCH IS L. ---- TO INSTALLED AT THE BASE OF THE .i HILL AND PARALLEL TO CONTOURS. i INSTALL DBL CO PROPOSED 1250 GALLON SEPTIC TANK EXISTING FC o 5 BEDROOM HOUSE\ 7 � QO � J J 3 � WE] � 1 1 1 I I WELL j py I o�� 1 �j t2I F z m w w z i 0 s FpN O w M SITE NOTES: 1. THE CONTRACTOR SHALL HAVE THE NORTH AND EAST PROPERTY LINES FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO ANY CONSTRUCTION. 2. THE CONTRACTOR SHALL FIELD VERIFY THAT ALL SEPARATION DISTANCE SHALL BE MET PRIOR TO ANY CONSTRUCTION AND THAT THERE WILL BE AREA AVAILABLE FOR THE ALTERNATE SITE. ALASKA WATER AND WASTEWATER CONSULTANTS, INC. Or 6901 DEBARR ROAD SE 2B, AK 504 �T PHONE: (907)33756179/FAX:N(907) 3383246CHORAGE. LEGAL DESCRIPTION: * H •��*� LOT 2, SWANSON SUBDIVISION •[�'\ TYPE OF WORK: DESIGN OF SEPTIC SYSTEM UPGRADE 0 •••• • • ••••••• ••••;••• e fr A. ass; PREPARED FOR: PHONE NUMBER: Q �4 E-7953 o MARGERET SWANSON 688-6723 , hl AV 7/21/99 1 J.L.M. 1 1= 40' 1 2 OF 2 ALASKA WATER & WASTEWATER CONSULTANTS, INC. 690PHONEE(0) ROAD, SUITE 1 9 26 FAX (90") GEA 32469504 SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: SWANSON SUBDIVISION; LOT 2, PERFORMED FOR: MARGERET SWANSON DATE PERFORMED: 6/16/99 COMMENTS: IN RGANICS W/SW IITH SILT (IMPERMEABLE) TEST HOLE #1 DEPTH TO GROUNDWATER Nl lltt�� - `/i///. 91'. • • 6/16/99 walum 111!1 I MII;l� DEPTH TO GROUNDWATER DATE DRY 6/16/99 DRY 7/12/99 PROPOSED SEPTIC UPGRADE SITE PLAN (SEE DESIGN, PAGE 2 OF 2) 1" = 100' EXISTING CLOCK TIME SEPTIC NET DROP (INCHES) SYSTE TH#2I - ALTERNATE SITE \ j O� --II EXISTING I BEDROOM 3 5 HOUSE 8 I DATE READING CLOCK TIME NET TIME WATER LEVEL (MINUTES) READING NET DROP (INCHES) O� PS c 6I PERCOLATION RATE <1 (MIN./INCH) TEST RUN BETWEEN 4.0 FT. AND SOILS SHOULD ACT AS A SAND PERFORMED BY ALASKA WATER & WASTEWATER I, THIS WAS PERFORMED/ IN ACCORDANCE WITH ALL DATE. DATE: 7 _Z HOLE DIA. 6" (INCHES) CERTIFY THAT ;T ON THIS ALASKA WATER & WASTEWATER SOIL LOG - PERCOLATION TEST I LEGAL DESCRIPTION: SWANSON SUBDIVISION; LOT 2, PERFORMED FOR: MARGERET SWANSON DATE PERFORMED: 6/17/99 (f et TEST HOLE #2 1 ORGANICS SOIL CLASSIFICATIONS y: GW ORG .+ d GP ML HIM GM CL GC OL 00 0 e SW MH SP CH GW/SW SM OH WITH SILT SC 9 10 11 12 13 14 15- 16- 17- 18- 19- 20— COMMENTS: 51817181920COMMENTS: PERFORMED BY THIS WAS PERF DATE. DATE: — DATE 7 DATE I READING I CLOCK TIME 't%0 INC. PROPOSED SEPTIC UPGRADE SITE PLAN (SEE DESIGN, PAGE 2 OF 2) 1" = 100, EXISTING SEPTI SYSTEM TH#21 , , I ALTERNATE Sd q � EXISTING I BEDROOM 3 5 HOUSE g � I Li NET TIME I WATER LEVEL I NET DROP (MINUTES) READING (INCHES) PERCOLATION RATE — (MIN./INCH) TEST RUN BETWEEN — F . AND SHOULD ACT AS A SAND FlLTE / /I, WATER & WASTEWATER I, I ACCORDANCE WITH ALL HOLE DIA. 6" (INCHES) I FT. CERTIFY THAT I :T ON THIS '" MUNICIPALITY OF ANCHORAGE - DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME ,�t RUAI SVj&P%Sc;P% PHONE EW 1-1 UPGRADE MAILING ADDRESS �� G hu 'Alc LEGAL DESCRIPT ON 4 SIU R1 W S 1? SE �y !=D a L' ^C'eYI LOCATION C µv)6-1 nK NO. OF BEDROOMS 3 O DISTANCE TO: Well 001 --t Absorption area Dwelling �� PERMIT NO.I., _Y W C Manufacturer (f Materia No. of compartments F hj „AQ � SAed .L W Liq. capacity in gallons IF HOMEMADE: ide length LDwelll Width Liquid depth O Y J t% DISTANCE TO: Wel ... PERMIT NO. O F Manufacturer Material id capacity in gallons DISTANCETO: Well �OO Foundation r Nearest l tine PERMIT NO. = /O �jZ No. of lines Length of ea h a Total length ofJlin Trenc width Distance between lines I inches rtICCW Top of the to finish grade J ` Material beneath Ie Total effective area ❑ 16 __"Reller Length Width pth PERMIT NO, ' W t7 Q F• Type of Crib diamet Crib depth Total effective absorption w 3: y DISTANCE TO: Weil Building fou dation Nearest lot line J Class Depth Driller Distance of line PERMIT J W � DISTANCE TO: uilding foundation wer line tic tank sorption area OTHER PIPE MATERIALS /+ PI"+%-, eb 307�+,Gas�i�oh'P�S�7e /�rf9Y SOIL TEST RATING 01 INSTALLER V C7W Vj e4P,co REMARK$ �-�, —"J - /b ✓a 012Y.S46t i rT 4 / ,'/ k S AtOs T / t9 VS -APPROVED DATE LEGAL 72-013 (Rev. 3/78) mur4ic-iF��i-ro-e cAF:- DGPHRTMENT TH AND ENVIRONMENTAL ECTION * 825 /L&TREET, ANCHORAGE, HK 9950 264-4720 -r F= !F. E: 14 FE F;;' ��F;;.r-I I -F ( 810469 ) APPLICANT PAUL SWHNSON LOCATION CHUGIHK LEGAL TYPE OF SOIL ABSORPTION SYSTEM IS CHUGIHK HK ��eQ1�� /�� LOT SIZE 40000 `.� TREtjCH r MAXIMUM NUMBER OF BEDROOMS J SOIL RATING (SQ FT/BR)= 98 / THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: C*r--F-'-F"= ::LCI � THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRHINFIELD. THE DEPTH OF H TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET). . THERE IS NO SET WIDTH FOR TRENCHES. . THE GRAVEL DEPTH IS THE MIN ��OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCHYF��N (IN FEET). ��PD. U I r,�: E-: C� ��I I=-- -r F=l N K I = FE� PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. ` DEPARTMENT DURING THE PROPERTY AND THE �—~ -rWC, < � 2'" 1 "E- F� E=-: (::: -r I PD " �7- n FR a �f= ID U I F;?- E=- C� BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN R WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR H PRIVATE WELL OR 150 TO200 FEET FROM H PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL MINIMUM DISTANCE FROM H PRIVATE WELL TO H PRIVATE SEWER LINE IS 25 FEET AND TO H COMMUNITY SEWER LINE IS 75 FEET. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. �a F; -:"M I -r E: X F� I F; -:-'r=- -"E; L'� F= IZ� a M E� F= FZ :3 A � I CERTIFY THAT 1: I HM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. ]: I UNDERSTH T SEWER SYSTEM MAY REQUIRE RESID N 3 BEDROOMS. ��IGNED�..... ICHNT PAUL-SWHNSON AND WELLS AS SET ENLARGEMENT IF THE /' ' ISSUED BY-- ,+ as 0 O Y zz lei CA W a Q Q A J F H m w Q 3 • `� V a r � J a a 3LU a � > I a _ N m W A LL Lu 0 zz lei CA W a Q Q A J F H w Q 3 zz lei CA W a Q Q A J F H 0 Lu r CJ 0 0 0 Q; 0 LJ 0 0 OZo>>O - H H H H =)F 7iF F H H F F F [-i FF F E+ '$`F F F F F F+ F4 F w w w w w w w w w w W. w O O O O O O O w w w w w w w w w c6 W. 249 EAST 31ST AVENUE • P-0. BOX 8007 April 1, 1976 Mr. Paul Swanson Chugiak, Alaska LTANTS. INC. ANCHORAGE FAMIJANNS JUNEAU ANCHORAGE, ALASKA 99503 • TELEPHONE 907.279.0483 • TELEX 090.33419 R & M No. 656210 RE: Test Hole.and soil log Report dor Sanitary System Section 17_SE]x, ED}, SE;t, T15N R1W, S.M. Dear Mr. Swanson: We are submitting herewith the test boring results and our comments regarding soil conditions encountered at the subject site. This investigation was performed in accordance with the request of Mr. Paul Piper of March 29, 1976 and those procedures outlined in a letter dated July 15, 1975, by Mr. Rolf Strickland of the Municipality of Anchorage Department of Environmental Quality. A total of four test holes were put down within the area of Section 17 for the purpose of defining general subsurface soil conditions for the proposed sanitary system. Excavation was accomplished with an auger type drilling rig and the test holes were extended to a depth of 15-20 feet below ground surface. The final log prepared for the test hole has been included in Drawing.A-01. Ground water was encountered in Test Hole No. 4 only at a depth of 13.0 feet. We appreciate being given this opportunity to be of service to you. should you have any questions with regard to the above, please do not hesitate to contact us. Very truly yours, R& MMCCONSULTANTS, INC. - James W. ooney1//�/.yt. - Vic -3 resident �— JWR,pe xc: Paul Piper Municipality of Anchorage 4 i Test Hole locations are approximate only and have not been located by survey methods. Paul Swanson Location Diagram Chugiak, Alaska DV/N: VPZ ( F.B. -_ .— CKD: WED v � GRIDS DATE- 4-1-76 r1 ^� ^ PROJ.NO. 65621.0 SCALE= no Scale R&M CONSULTANTS.INC. DWG.NQ A-01 i ` T.H.1 T.H.2 3-31-76 3-31-76 1 F.B. DWN: VR Z o,o ORGANICS I ® ° SANDY GRAVEL GR10 TRACE SILT SILTY SAND - Many cobbles (GW) ee •; RACE GRAVEL (SM) e° Log of Test Holes a/ -- DATE - - e;g ^ i ChugiaY.,Alaska PRCJ.NO. ?%e GRAVELLY SAND e.a•: TRACE SILT SP 1.01 i.o Many Cobbles (GW) p '. SILTY SANDY GRAVEL (GM e8 .0' '•:�: i.5' GRAVELLY SAND ', •''. TRACE SILT (SP) 6.0' . .e. SANDY GRAVEL TRACE SILT (GW) No Water Table L0' 3-31-76 0' F.B. DWN: VR Z ORGANICS I ® ( Paul Swanson .01 GR10 — _d SILTY SAND - CKD: •; RACE GRAVEL (SM) Log of Test Holes 5, -- DATE - - e;g ^ i ChugiaY.,Alaska PRCJ.NO. 65621 SCALE. 1-1 = 3' e.a•: GRAVEL SOME SAND 1.01 i.o Many Cobbles (GW) p e8 .0' '•:�: i.5' GRI AVELLY SAND (SP) S O 6.0' L. 5' �i '• SANDY GRAVEL / °. TRACE SILT Many Cobbles (GW) Vie'• . •e •�O .•b b' L5.0' No Water Table 20.0' T.D. 8 • 3 �5 S. 0 q`7 5' T.D. F.B. DWN: VR Z I ® ( Paul Swanson GR10 — _d CKD: \r'rJ y� M Log of Test Holes ------ -- DATE - - ^ i ChugiaY.,Alaska PRCJ.NO. 65621 SCALE. 1-1 = 3' RSM CONBULTANT9.1"M DWG. No.. A—p2 DWN: VlZZ _ � (� � I CKD: WED I)ATE: 4-1-76 r� b tCALE- I" = 3' R 6 M CONBULTAN iB, INC. T.H.4 • e • SI4T SOME SAND (ML) t.H.3 3-31-76 0.0' GRAVELLY SAND ORGANICS i•. v f /O. 1.0' r • s %.L a• +.- SANDY GRAVEL TRACE SILT Occasional Cobble O• s-� s � •o °•C c •' - a e GRAVEL W/SOME SAND e,• MANY COBBLES (GW) b•', ' a D - �r .°o ' o' - e o '°"a - - 13.0 W..r p,� s 14.5' T.D. No Water Table Refusal on Boulder at 14.5' DWN: VlZZ _ � (� � I CKD: WED I)ATE: 4-1-76 r� b tCALE- I" = 3' R 6 M CONBULTAN iB, INC. T.H.4 • .0' I.5' ,6.0' T. D. rDIXGNO, Paul Swanson Log of Test Holes Chugiak, Alaska 10 ORGANICS SI4T SOME SAND (ML) GRAVELLY SAND TRACE SILT (SP) i•. v f /O. r • s %.L +.- SANDY GRAVEL TRACE SILT Occasional Cobble O• s-� s � •o °•C .0' I.5' ,6.0' T. D. rDIXGNO, Paul Swanson Log of Test Holes Chugiak, Alaska 10 Municipality of Anchorage •y`I Development Services Department Building Safety Division �J On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 051-221-40 HAA#�c� 1. GENERAL INFORMATION Expiration Date: O s © 3 Complete legal description SWANSON SUBDIVISION; LOT 2 , Location (site address or directions) 18131 BENDING BIRCH DRIVE * CHUGIAK, AK 99567 Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address MARGARET SWANSON Dayphone 688-6723 P.O. BOX 670402 * CHUGIAK AK 99567 Day phone TIM RITTAL w/ REMAX PROPERTIES Day phone 2600 CORDOVA STREET * ANCHORAGE, AK 99503 Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 5 3. TYPE OF WATER SUPPLY: 257-0134 TYPE OF WASTEWATER DISPOSAL: Individual Well Individual On-site Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ ❑ Public Water System ❑ Public Sewer The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Note: Alaska Water and Wastewater Consultants, Inc. shall be paid $ at, or prior to closing for the engineering services provided. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below,/ verify that my investigation, based on procedures outlined in the Health Authority 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 ALASKA WATER & WASTEWATER CONSULTANTS, INC. Address 6901 DEBARR ROAD, SUITE 2B * ANCHORAGE, AK 99504 { Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, AKWWC, Inc. 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. AKWWC, Inc. 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. 5. DSD SIGNATURE Approved for 5 _ bedrooms. Disapproved. Phone 337-6179 Date �7r D3 i S. Conditional approval for bedrooms, with the fllowing stipulations: Attachments: HAA Checklist Septic System Advisory Well Flow Advisory Manitenance Agreements Supplemental Engineer's Reort Other WASTEWATER —PRBGRAU By:Original Certificate Date: - S- d 3 (Rev. 12101) Municipality of Anchorage u< • Development Services Department h `_ Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: SWANSON SUBDIVISION; LOT 2, Parcel ID: 015-221-40 A. WELL DATA *COMBINED PRODUCTION OF WELLS. THERE ARE A TOTAL OF 1500+ GALLONS OF STORAGE INSIDE HOUSE. SEE ATTACHED LETTER. Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) YES/NO 5/21/81 Date completed UNk Sanitary seal (Y/N) YES YES Wires properly protected (YIN) YES ES Total depth _Mft. ft. Cased to ***19' ft. Casing height (above ground) 12+/12+ in. **ACOUSTIC WELL PROBE UNABLE TO GET ACCURATE STATIC WATER LEVEL READING FOR UNKNOWN REASON. FROM WELL LOG AT INSPECTION 5/21/81 Date of test UNKNOWN 2/12/2003 Static water level Well production UNKNOWN g,p,m. *0.09 g,p,m, NOTH WELL/ ***ASSUMED CASED TO BEDROCK WATER SAMPLE RESULTS: SOUTH WELL Coliform 0/0 colonies/100 ml. Nitrate 0.213 0.3051 mg./L. Other bacteria 0/0 colonies/100 ml. Arsenic: N/A mg./L. Date of sample: 2/19/2003 Collected by: AKWWC, INC. B. SEPTIC/HOLDING TANK DATA Tank Type/Material STEEL Tank size 2000 gal. Number of Compartments 2 Date installed 8/24-31/1999 Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO High water alarm (Y/N) YES Date of pumping 2/20/2003 Pumper JR'S PUMPING C. ABSORPTION FIELD DATA Date installed 8/24-31/1999 Soil rating .p.d./ r ft2/bdrm) 1_2 System type TRENCH Length 70 ft. Width 5 ft. Gravel below pipe 4 ft. Total depth *8.92 ft. Eff. absorption area 700 ft2 Monitoring tube YES Depression over field NO Date of adequacy test 2/12/2003 Results (Pass/Fail) PASS For E bedrooms Fluid depth in absorption field before test E in. Water added 8155 gal. New depth 1 in. Elapsed Time: E min. Final fluid depth E in. Absorption rate >= 750+ g,p,d, Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date D. LIFT STATION Date installed 8/24-31/99 Size in gallons 2000 Manhole/Access (Y/N) YES "Pump on" level at 39 in. Datum BOTTOM OF TANK E. SEPARATION DISTANCES "Pump off' level at 39 in. High water alarm level at 45 in. Cycles tested 3 Meets alarm & circuit requirements? YES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ Absorption field on lot 100'+ Public sewer main N/A On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout N/A Sewer /septic service line 25'+ Holding tank N/A 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 DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ 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 G. ENGINEER'S CERTIFICATION oz2C _ 1-.17- i certify that I have determined through field inspections and review of Municipal records that the above systems are in "' . . . conformance with MOA NAA guidelines in effect on this date. QQ f A. ess. Engineer's Pri ed ame JEFFREY A. GARNESS Q 9� C —7953 m0 QOs '•.. .'A``PGO Z 17 D� 0 Date �u��Professio�° �� HAA Fee $ 375.- / Waiver Fee $ _ Date of Payment 4 -10 -03 Date of Payment Receipt Number 33695 Receipt Number (Rev. 12101) Sent By: Alaska Water and Wastewater Con; 907 338 3246; Apr -15-03 4:14PM; Page 1/1 ALASKA, WATER & WASTEWATER CONSULTANTS, INC. April 15, 2003 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Attn: Jeff Poet REFERENCE: Well Flow Test for Lot 2; Swanson Subdivision. To Whom It May Concern: On 2/12/2003, a well adequacy test was performed on the wells for the referenced property. Two wells were found on the property and it appears that they are connected together outside the foundation. Inside the structure we found, two pump protectors and a total of 1200 gallons of water storage tanks (6 — 200 gallon tanks). There was no bypass valve or hose bib prior to the holding tanks, so there was no way to meter the water directly from the wells. It was decided that the only way to perform the flow test was by taking liquid level measurements in the holding tank. In order to perform the test, all the storage in the casing and some of the storage in the tanks had to be pump out. Once this was completed, liquid level measurements were taken and the wells were allowed to run with the pump protectors shutting the wells off and on. The wells were ran for 223 minutes and than the liquid levels in the tanks were checked again and found the water level in the holding tanks had rose 1 inch in each tank. This calculates to 19.6 gallons of production in 223 minutes and based upon this data, the well production is 0.09 gallons/minute or 129 gallons/day. Per M.O.A. requirements, the minimum production for a five bedroom residence is 0.52 gallons/minute. According to the M.O.A. water well ordinance, wells that produce less than 150 gallons per day shall have a minimum of 1500 gallons of storage for a five bedroom residence. The residence previously had a total of 1200 gallons of storage. An additional 300 gallons of storage was added, making the total storage volume 1500 gallons. please contact us at 337-6179. .S. 6901 Debarr Road, Suite 2-13 w Anchorage, Alaska 99504 Ph: (907) 337-6179 r Fax: (907) 33R-3246 . wnc,irn• 04/09/2003 13:59 9072777005 STEWARTSMITHREMAX APR -02-03 WED 13:03 S%WARD & AGGOC LAND SURV 907 6940830 JAI PAGE 02 P,ni ASBUILT SEWAn 6 ASSOCIATE4 i.ANn Q17RVFVTNf_ [ni-At I HEREBY CERTIFY THAT I HAVE SURVEYED THE SCALE' FOLLOWING DESCRIBED PROPERTY- PROPEzRTY' y� AND AND THAT NO FNCRQ4Z9MENTS EXIST EXCEPT AS /m 3 INDICATED, IT IS THE RESPONSIBILITY OF THE OWNER TO DETERMINE THE EXISTENCE OF ANY GRID' EASEMENTS, COVENANTS, OR RESTRICTIONS n%wias� WHICH DO NOT APPEAR ON THE RECORDED SUSDI• VISION PLAY. UNDER NO CIRCUMSTANCES SHOULD FB ANY DATA HEREON BE USED FOR CONSTRUCTION 97"f 9 OF FENCE LINES, OR FOR ESTABLISHING BOUND- ARY LINES. ORAWN� +••'•may '..-..a.• Gueew Mark 5&W'd LS4918 �A*Ea.M•re 11 A& Time Time I 77�'t Date Date Date InspecYoT Inspector Inspector I Comments Conditional Approval toe--p (__o VIA 1'4- Date Sewer Installed Permit No. Septic Tank Size Holding Tank Size Solis Rating Well To Absorption Area Well Log Received Well to Tank APPLICANT FILLS OUT LOWER HALF ONLY Property Owner rda/ 6, Phone Mailing Address rlj)' Buyer Address Lending lnstitutlon7;7�,_T", 7 /,,—,17/ Phone Address r VX) k' JD 6� 9- - Realty Co, & Agent Phone Address Legal Description Street Location 'J Type oj,Residence ff Single Family E Multiple Family No. of Bedrooms E: Other e Wat Supply Individual ATTACH WELL LOG. A well log is required for all wells drilled since June I Community 1975. For wells drilled prior to that date, give well depth (attach log if E Public Utility available.) Sewage Disposal Individual Year Individual Installed: Public Utility When Connected to Public Utility: ----- Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED.