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HomeMy WebLinkAboutHERITAGE HILLS BLK 1 LT 3AHeritage Hills 0 Lot 3A #015-221-41 s Municipality of Anchorage ..,MH, Development Services Department Building Safety Division On -Site Water and Wastewater Program, 4700 S. Bragaw St. Pageof P.O. Box 196650 Anchorage, AK 99519-6650 www.d.enchorage.ek.us (907) 343-7904 }� VNSITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SWO40370 PID Number: 015-221-41 Name: Wastewater System: ❑ New Upgrade Jack Dunbar x'tlrea` 12301 Freedom Rd, Anchorage, 99516 ABSORPTION FIELD Phone: Numbror Bedroom: 3 00aep Tranch C38hallow Trench❑Bed ❑Mound ❑Omar Total Depth from original grade: LEGAL DESCRIPTION 0.7 GPDIFte 11.9 Ft. BIWc Lot; sums ion: Heritage Hills e bottom hom original grade: 0.9-2.2 Gravel depth tren"th pips: 9.6 Ft. 1 3A Ft. Township: Range: secfion: bove original grade: 1.0-2.0 Grevel Length: 35 Ft. Fl. h: Number or lines: Diatanca belxreen knee; MTANK Well: ❑ New ❑ Upgrade 2.5 Ft. 1 NA FL n (Pmate, A. e, c): Trial Depth: Gestl to ptlan roe: 688 Pipe Matariel: ASTM D3034 ! F810 Ft. RFP Stefic Water Lewl: Drilla a installerDate Denali Excavating lnetalletl: 9-10-04 FI. Yield: Pump set at: Geeing P -eq; Above Ground:TANK GPM Fl• r SEPARATION DISTANCES ❑p Septic ❑ Holding ❑ S.T.E.P. ❑ Other: Tg Septic Absorption Lift Holding ublkJPrLineExisting Manufacturer: p"oH' g concrete tank 1000 Gal. From Tank Field Station Tank Sewer Line Number of Compadmente: Materiel: wall 90e 135 NA NA 70 concrete LIFT STATION sudaoewater 100+ 100+ NA NA Manufacturer: Lot Line 50+ 5 29 50+ NA NA NA NA A Get. 'Pump oh' ke"l et: m. 'Pump oM tavel at: High weir alarm at: to. m. Faandatien NA NA NA NA Pump Make d Madel Elwood Inspections pe cartalnchain MARK Ramadta:BENCH Existing tank exposed 8 confirmed in good condition. Lodon eM Dwalplim: n Tank was insulated w/2" rigid foam. Line under driveway garage slab - east end tavefio wined insulated W/4", drainfield insulated w/2•• foam. Tank 100.0 FL installed in 1965, with required separation of 80 ft. Engineer's Stamp Existing log crib abandoned in place. Diverter valve installed and 1985 trench tied in. Dates: 1 9 Cindy W. Ellis, P.E. " 9"g 04 ,k 49- y '•* Inspections performed by: 2nd 9-10-04 »"^ / Developm t Services Department Approval Citdy W approved Ellis J. Reviewed and app y: Date: CSE -10577 mom. Ivor) TMV O•Cnt�4� 1,.5'iOt ��O,J Gi�Of�AOn �5�� 111.YY4�60 ..•.. G BIk 2 Lot 1 0 01twell radius \ I \ 1985 trench log crib aba done sum retained in place ILine under driveway 3 BR House I I \ I U 1 \ 1 BIk 2 Lot 2 100 ft well radius / CO2 Drainfield insulated with 4" rigid foam. insulated with 4" rigid foam. D D— / � concrete tank � A inspected \ 11-1 B ST &insulated \ C Heritage Hills BIk 1 Lot 3A Record Drawing of septic Upgrade lack Dunbar Parcel ID: 015-221-41 Cindy W. Ellis, RE October 18, 2004 Scale 1 inch - 30 ft WELL Watkins Engineering, Inc. sump 52.2 79.5 " OF qt_„vpi, P .9. P.O. Box 110443 Anchorage, Alaska 99511-0443 Phone: (907) 349-1851, Fax (907) 349-1934 )?H �° !!'CI'p"yDY W. ELLIS , E -10577.. A B � FCO -• -• io.s ST 47.7 7.4 48.4 DV - 7.3 53.0 DCO1 - 9.5 52.6 COI 54.4 74.0 MTl -- 59.0 73.3 CO2 79.8 72.9 MT2 - 76.8 73.0 DC azi F34.5 -- sump 52.2 79.5 " OF qt_„vpi, P .9. P.O. Box 110443 Anchorage, Alaska 99511-0443 Phone: (907) 349-1851, Fax (907) 349-1934 )?H �° !!'CI'p"yDY W. ELLIS , E -10577.. WEST FCO CO1 BOTTOM OF TRENCH 87.007 87.50 NOTE: RELATIVE DEPTH OF TH = 80.85 NO WATER IN TEST HOLE Heritage Hils, Blk 1 Lot 3A Record Drawing of septic Upgrade Jack Dunbar Parcel ID: 015-221-41 Permit No.: SWO40370 Cindy W. Ellis, P.E. October 18, 2004 STI FINAL 99.9 ST2 2" INSULATION ADDED OVER TANK PRE-EXISTING 1000 GALLON CONCRETE SEPTIC TANK N.T.S. MT2 FINAL GRADE 100.0 -100.3 PIPE TOP OF PIPE FILTER FABRIC & 97.49 2" INSULATION \, SEWER ROCK 35.0 TRENCH N.T.S. DCO :' OF PIPE '-, 87.75 Watkins Engineering, Inc. P.O. Box 110443 Anchorage, Alaska 99511-0443 Phone: (907) 349-1851, Fax: (907) 349-1934 NOTE: ORIGINAL GRADE 98.0 - 99.3 EAST MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 8 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Permit Number: SWO40370 Legal Description: jT74 F)►( j f Design Engineer: 0844 Watkins Engineering, Inc Owner Name: JACK DUNBAR Owner Address: 12301 FREEDOM RD ANCHORAGE, AK 99518-2347 Date Issued: Sep 01, 2004 Expiration Date: Sep 01, 2005 Parcel ID: 015-22141 Site Address: Lot Size: 85873 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 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 15.85 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 _ Date: O1 ` ; -'0 U Date: illk, Municipality of Anchorage • -� Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 Parcel I.D. 015-221-41 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Number SW Property owner(s) Jack Dunbar Mailing address (1) 12301 Freedom Rd Day phone 345-4790 Mailing address (2) Anchorage, AK Zip Code 99516 Legal description (Lot, Block & Sub'd.) Heritage Hills S/D, Blk 1, Lot 3A Legal description (Section, Township ^ge) Lot Size 65,873 Acres Sq.Ft Number of Bedrooms 3 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade Q 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. (Signature 4 property owner or authorized agent) Date of Payment: Date of Payment: Receipt Number: f!' qj'5 t' QM Receipt Number: (Rev. 12/00) Watkins Engineering, Inc. RO Box 110443, Anchorage, AK 99511 (907)349-1851 cwellis@gci.net August 27, 2004 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 RE: Heritage Hills Blk 1, Lot 3A Septic System Upgrade To Whom It May Concern: Attached please find the application and supporting documentation for upgrading the septic system for the referenced 3 bedroom house. The existing concrete septic tank and crib were installed in 1965, and a trench was added in 1985. A septic adequacy test was performed and showed an absorption rate less than 200 gpd. It is proposed to inspect the existing concrete tank, abandon the crib in place, retain the existing trench, and install a new deep trench drainfield. The proposed design is based upon a test hole dug on August 19, 2004. No water was encountered when the hole was dug or after 7 days of monitoring. The test hole was dug to a total depth of 18.5 ft and encountered sand and silt. Two percolation tests were run: 1) from 2.5 to 3.0 ft in the sand, with a rate of 1.7 minutes per inch, and 2) from 6.5 to 7.0 ft in the silt, with a rate of 27 minutes per inch. The soil log is attached. Due to the difference in percolation rates, an averaged application rate of 0.7 gpd/ft2 is used in the design. Proposed Soil Absorption System: 3 Bedrooms x 150 GPD/BR = Application rate: 450 GPD / 0.7 gpd/ft2 = System Type: Maximum Depth: Effective Depth: Length Required = Proposed Length: 450 GPD 0.7 gpd/ft2 643 sq. ft required deep trench 12.5 ft 10.0 ft 643 sq. ft / 20 ft = 32 ft 35 ft Sewer Upgrade Permit Application for Heritage Hills, Blk 1, Lot 3A Watkins Engineering, Inc.; August 27, 2004; page 2 There are no surface waters or private wells within 100 ft of the proposed septic system. The existing concrete tank is about 90 ft from the well, which was allowed in 1965 when the tank was installed. I am not aware of any adverse effect that this upgrade would have on any adjacent properties' water and wastewater treatment needs. Thank you for consideration of this permit application. If you have any questions or need further information, please call me at 349-1851 or 360-3389 (cell). Yours truly, Cindy Ellis, P.E. Presi ent 10Tele k (kc E,mI 8 589'59' 0"W 329.97 o to FrFsm. A �0 t'wr lsml I l iSC.OD— Block 3 Block 1 9 �JO 30 _L3 MN, 1x5.00 145_90_— Heritage Hills Blk 1 Lot 3A Proposed Septic Upgrade - Site Plan Inc. 8. Watkins Engineering, -- Jack Dunbar•' Parcel ID: 015-221-41 Block 2 U 0 c - I..' 49 TH 7> d, 6 - CindyW. Ellis, P.E. P.O. Box 110443 262004 o4cc, 000 Scale 1"100' Phone: (907) 349-1851 Fax: (907) 349-1934 ..EL? g/��s \ \ 3 77 5 I ooaa 0 120,M 12900 / S R 1 i N89 9' 9090. / q `t ABp a9 sump �-a i \ A 7�D 8� ° tank FT- 3 BR Hous 30x20' Guy 8 589'59' 0"W 329.97 o to FrFsm. A �0 t'wr lsml I l iSC.OD— Block 3 Block 1 9 �JO 30 _L3 MN, 1x5.00 145_90_— Heritage Hills Blk 1 Lot 3A Proposed Septic Upgrade - Site Plan Inc. o00<ivOO` o QIF A Gq �ri s' Gi Watkins Engineering, Jack Dunbar•' Parcel ID: 015-221-41 U 0 c - I..' 49 TH 7> d, �0 CI Y W. ELLIAugust S : O ��04�. CindyW. Ellis, P.E. P.O. Box 110443 262004 o4cc, 000 Scale 1"100' Phone: (907) 349-1851 Fax: (907) 349-1934 ..EL? 14"W 290.03 1 Blk 2 Lot 1 100 ft well radius 1985 trenclI crib - to be sum,Q to be retained to / Blk 2 Lot 2 100 ft well ITq�i1 / horse corral _'C—'""�L CO&M Proposed 35 ft long d trench Insulated with 2" foa in �tallni at any aamage be ning of to be repairer . 01 trench Line under driveway to be insulated with 4" rigid foam. Ins4all DivgiieCYalv-e concrete tank \ I to be inspected \ ! garage & insulated if ad Ion necessary 3 BR House I \ z � I Heritage Hills Blk 1 Lot 3A Proposed Septic Upgrade -Site Plan Jack Dunbar Parcel ID: 015-221-41 Cindy W. Ellis, RE August 26, 2004 Scale 1 inch s 30 ft to DESIGN DETAILS 3 BR, 450 GPD 0.7 gpd/ft2 Requires 643 ft2 Deep Trench 10 ft effective 35 ft long Max 12.5 ft deep OF Vq Watkins Engineering, Inc. ...........�.ys��o p ;?-" 49 ?H ' �+ DYiK ELLIS P.O. Box 110443 a��Ji' CE - 10577 Anchorage, Alaska 99511-0443 1 Phone: (907) 349-1851, Fax (907) 349-193 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 Soils Log - Percolation Test Performed For: Jack Dunbar Date Patric _ Legal Description: Heritage Hills Blk 1, Lot 3A Township, Range, Section: ope SIF—t—#'A A] Sit n 17- 18- 19- COMMENTS WAS GROUND WATER ENCOUNTERED? NO 5 IF YES, AT WHAT DEPTH? — L Depth to Water ARer P Monitoring?�.�/ ^'E Date: T-Z&a9F W Reading Depth Gross Time Net Time (Feet) J 1- 8-19-04 I.6 2- 6 - 3- 3- 10:52 4- 4- dry 6 5-6- 5- 10:52 6- 6 -- 7- 7- m 11:02 8- dry 6 9- 11:02 10- 6 11- 11:11 17- 18- 19- COMMENTS WAS GROUND WATER ENCOUNTERED? NO 5 IF YES, AT WHAT DEPTH? — L Depth to Water ARer P Monitoring?�.�/ ^'E Date: T-Z&a9F W Reading Date Gross Time Net Time Depth to Water Net Drop 1 8-19-04 10:42 0 6 - 2 10:52 10 dry 6 3 10:52 0 6 -- 4 11:02 10 dry 6 5 11:02 0 6 6 11:11 10 dry 6 PERCOLATION RATE 1.7 (M.Ws/IMh) PERC HOLE DIAMETER 6 TEST RUN BETWEEN 2.5 FT AND 3.0 FT PERFORMED BY: Cindy Ellis I W j! % /W CERTIFY THAT THIS TFST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELqES IN EFFECT ON THIS DATE. DATE: G 1Z%0 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343.7904 Soils Log - Percolation Test Performed For: Jack Dunbar Date Performed: 8-19-04 Legal Description: Heritage Hills Blk 1, Lot 3A Township, Range, Section: Sloe Site Plan Depth (reegl O wn'lcs 445 5-1 1 1 1 1 1 15-1 S.5 51 WAS GROUND WATER Date ENCOUNTERED? NO Net Time Depth to Water s IF YES, AT WHAT DEPTH? — L Depth to Water After o Monitoring?-{.1��(//r,'._� Date: r7z, E E Reading Date Gross Time Net Time Depth to Water Net Drop 1 8-19-04 5:04 0 s 2 5:34 30 4.875 1.125 3 5:34 0 6 — 4 6:04 30 4.875 1.125 5 6:04 0 6 6 6:34 30 4.875 1.125 PERCOLATION RATE 27 (ndwteNlnch) PERC HOLE DIAMETER e TEST RUN BETWEEN 6.5 FT AND 7.0 FT COMMENTS Presoak prior to test. i PERFORMED BY: Cindy Ellis I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL (rUIDELINEit IN EFFECT ON THIS DATE. DATE: 9P'Z7-A+ 1✓ MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION I ENVIRONMENTAL ENGINEERING DIVISION 82.5 L Street - Anchorage, Alaska 99501 Telephone 264.4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONE ❑ NEW JACKC K •T u � � ,%t�r� .� L�� W 9 UPGRADE MAILING ADD ESS _ LEGAL DESCRIPTION )bc- K J L,��/ .d t La.0 t h CTIA 6 IE 5 Sa � LOCATION NO. OF BEDROOMS Well Absorption area Dwelling PERMIT NO. UY DISTANCE TO: F Z wF Manufacturer r / h %'sT/itie'�'vluS°L Material No. of compartments rn Liq. capacity in gallons IF HOMEMADE: Inside length Width Liquid depth 0&_CD Well Dwelling PERMIT NO. Oz DISTANCE TO: Uz Q Manufacturer Material Liquid capacity in gallons 2 H O well+Foundation Nearest lot line __30 PERMIT NO. 7,01 w= DISTANCE TO: /`30 9-50/ J LL z z No. of lines Length of each Ji� CIV.5 Total lengthnes Trench width `moi inches Distance between lines H ¢a Top of tile � finish grade Material beneath tile Total effective absorption area ® 7 / inches v� Length Width Depth PERMIT NO. w C) Q 1- Type of crib Crib diameter Crib depth Total effective absorption area w° WWell N Building foundation Nearest lot line DISTANCE TO: Class Depth Driller Distance to lot line PERMIT NO. J W Building foundation Sewer line Septic tank Absorption area(s) DISTANCE TO: OTHER PIPE MATERIALS ., i D - 30•3L/ I SOI L TEST RATING '�:;_ 0 INSTALLER // �,. C V1,11(xc- Y � C REMARKS J� 1 J i ry U K C6' 4,1 1c, (',/>rlp, ©F �. P 2225-E ,�. p 6��kr' ,•r �y+a • • l 641 lie.' e • �9A�fH APPROVED ;,DA E LEGAL e IFS �7 2✓1.0 �T e / 79-013 (RPv- 3/7R) PERMIT NO: DATE ISSUED: CONTACT PHONE: LEGAL DESCRIP: SUBDIVISION: HERITAGE FIILLS LOT: OR BLOCK: 1 SECTION: 22 TOWNSHIP: 12N RANGE: 3W LOT SIZE: 1.5A (SQ.FT. OR ACRES) LOT LOCATION: PERMIT FOR LOTS :q4,tw; w~TOTAL ACREAGE MAX BEDROOMS: 3 ' Listed below are the options availabll; to you in desi�ning your septic system. Choose the option that best fitsyour site. . _��~���.�~_�_'`~___'-~_~...... ...... ~�~~�_-. M U psi 0:11 1! ��Q!~ 1D TR M X Svp DEPTH TO PIPE BOTTOM (FT.) 3°0 ** 4.0 4.0 GRAVEL �EPTH (FT.) 5,0 0.5 3.5 TOTAL DEPTH (FT.) 8.0 4.5 7.5 GRAVEL WIDTH (FT.> 2,5 19,0 5.0 ` GRAVEL LENGTH (FT45.0 36.0 4910 GRAVEL VOLUME (CU"YDS,) 23.0 25.4 36,3 TANK SIZE (GALS) 1�000.0 000,0 ** SOIL RATING (SQ.FT./ER ) 150 15O 150 ** DEPTH TO PIPE BOTTOM < 3,5 FT. REQUIRES INSULATION ** DEPTH TO PIPE BOTTOM < 4.0 FT. MAY REQWRE A LIFT STATION ** TANK MUST HAVE ATLEAST TWO COMPARTMENTS I -I.. J. that: 1, I am {amiliar with the requirements {or on~site sewers and wells as se� forth by the the State of' Alaska. 2, I will install the system in accordance with all MOA codes and r�gulations� and in compliance with the design criteria o[ this permit. 3. adhere to all MOA and ments [or the sei back distahces from any existing well, wastewater disposal system or public sewerage system onthis or any adjacent or nearby lot, understand that. this Permit is valid for a maximum o� 3 bedrooms and any enlargement will require an additional permit. STATION IS INSTALLED IN AN AREA COVERED BY urA BUILDING CODES I. A LIFT THEN (1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2) AS-BUILTS WILL NOT BE RICAL INSPECTION REPORT; AND (3) THE ELECTRICAL WORK MU EASED ELECTRICIAN. DATE SIGNED /j , : ~��-~~~ �-�r---^-����~~~ APPLICANT: C/O T SPmhKLAKID JACK DUNSAR . ~~ ISSUED BYDATE0'~��^ _�..... ..... �..... ..... ... ..... ...... ..... ..... �.. ..... ..... ... . pal 1.1 RVI 1: oil 1: 1=4 was H.-- 1: - N �p:::::":��� , OF HEALTH AD ENVIRON�ENTAL PROTECTION DEPARTMENT 825 L STREET� ANC�ORAGE� AK 99501 264-4720 PERMIT NO: DATE ISSUED: CONTACT PHONE: LEGAL DESCRIP: SUBDIVISION: HERITAGE FIILLS LOT: OR BLOCK: 1 SECTION: 22 TOWNSHIP: 12N RANGE: 3W LOT SIZE: 1.5A (SQ.FT. OR ACRES) LOT LOCATION: PERMIT FOR LOTS :q4,tw; w~TOTAL ACREAGE MAX BEDROOMS: 3 ' Listed below are the options availabll; to you in desi�ning your septic system. Choose the option that best fitsyour site. . _��~���.�~_�_'`~___'-~_~...... ...... ~�~~�_-. M U psi 0:11 1! ��Q!~ 1D TR M X Svp DEPTH TO PIPE BOTTOM (FT.) 3°0 ** 4.0 4.0 GRAVEL �EPTH (FT.) 5,0 0.5 3.5 TOTAL DEPTH (FT.) 8.0 4.5 7.5 GRAVEL WIDTH (FT.> 2,5 19,0 5.0 ` GRAVEL LENGTH (FT45.0 36.0 4910 GRAVEL VOLUME (CU"YDS,) 23.0 25.4 36,3 TANK SIZE (GALS) 1�000.0 000,0 ** SOIL RATING (SQ.FT./ER ) 150 15O 150 ** DEPTH TO PIPE BOTTOM < 3,5 FT. REQUIRES INSULATION ** DEPTH TO PIPE BOTTOM < 4.0 FT. MAY REQWRE A LIFT STATION ** TANK MUST HAVE ATLEAST TWO COMPARTMENTS I -I.. J. that: 1, I am {amiliar with the requirements {or on~site sewers and wells as se� forth by the the State of' Alaska. 2, I will install the system in accordance with all MOA codes and r�gulations� and in compliance with the design criteria o[ this permit. 3. adhere to all MOA and ments [or the sei back distahces from any existing well, wastewater disposal system or public sewerage system onthis or any adjacent or nearby lot, understand that. this Permit is valid for a maximum o� 3 bedrooms and any enlargement will require an additional permit. STATION IS INSTALLED IN AN AREA COVERED BY urA BUILDING CODES I. A LIFT THEN (1) AN ELECTRICAL PERMIT AND INSPECTION MUST BE OBTAINED; (2) AS-BUILTS WILL NOT BE RICAL INSPECTION REPORT; AND (3) THE ELECTRICAL WORK MU EASED ELECTRICIAN. DATE SIGNED /j , : ~��-~~~ �-�r---^-����~~~ APPLICANT: C/O T SPmhKLAKID JACK DUNSAR . ~~ ISSUED BYDATE0'~��^ _�..... ..... �..... ..... ... ..... ...... ..... ..... �.. ..... ..... ... . SOILS LOG r V MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION • +.e TEST 825 L. Street, Anchorage, Alaska 99501 264-4720 SOILS LOG — PERCOLATION TEST PERFORMED FOR:_ 1�-C,tC.. i7 i.' N �+�r Q— DATE PERFORMED: 151, LEGAL DESCRIPTION: r>V 'W 1= Z'RI FAA'I_. I, -I I tni1 C� t– �""�' 1 1 SLOPE SITE PLAN 2 E T F E ) r !) C�l�( C)a C7%A 3 4 a v 5 o v a 6 0 0 n 7 4> P V 8 a 9 c o 10 11 d r y J 12 13 14 �L / J D 15—_ Gross Time Net Time Depth to Water Net Drop 5 zrQ � s 16 ,r•� ���:. OF A l:,k iii t 17 • 4 18 49L3 �Q`n:• 'N 19 . 227.5-E: 1 NF. 25, 1971 9 20 COMM PERFORMED BY: 72-008 (6/79) WAS GROUND WATER *' L ENCOUNTERED? 'V O P IF YES, AT WHAT E DEPTH? E ReadingDate Gross Time Net Time Depth to Water Net Drop PERCOLATION RATE TEST RUN BETWEEN FT AND CERTIFIED BY: (minutes/inch) FT DATE: 0/1() CONSULTING ENGINEER po[ga ANCHORAGE ONE, LA K 9 9501 mumaPALI OHOF EANH ORAOR DEPTF . �Nv�(tONMENTzAL PRgC(jTQ[CTION R�C�J S�E°P T I C LEGAL: LOCATION: OWNER: RESIDENCE: WATER SYSTEM: S Y S T E M A D E Q U A C Y T E S T — — — — — — — — — — — — — — — — — — L --T �fl — torr-rcC+<zGt iciocz( LDFS',�--x;5;56•, BLOCK 1, HERITAGE HILLS 12301 FREEDOM ROAD JACK DUNBAR SINGLE FAMILY, THREE BEDROOMS ON SITE WELL SEPTIC SYSTEM: FROM MUNICIPAL RECORDS: NO RECORDS TANK: 1000 GALLONS ESPINOZA CONCRETE ABSORPTION SYSTEM:LOG CRIB WITH TRENCH ABSORPTION AREA: 450 SQ. FT. SOIL RATING: 150 INSTALLATION DATE: TANK AND LOG CRIB 1965, TRENCH 1985 DATE OF PUMPING: DATE OF TEST: TEST PROCEDURE: TEST RESULT: MAY 24, 1985 LOG CRIB FAILED TEST IN OCTOBER 1984,SYSTEM UPGRADED IN MAY 1985 The operational life of all septic systems depends on the local soil conditions, 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 this septic system. We can therefore not give any estimate of how long the system will continue to meet the operational requirements of the Municipality and State. aoeJIiWLADv PAQ ANCHORAGE, soKA951TELita9 R E S I D E N T I A L W E L L I N S P E C T I O N — — — — — — — — — — — — — — — — — — — — — — — — — !--I` eon r¢CJ`j i¢5ce i LEGAL: �g�;� ;_ BLOCK 1, HERITAGE HILLS LOCATION: 12301 FREEDOM ROAD OWNER: JACK DUNBAR TYPE OF WELL: ON SITE RESIDENTIAL WELL LOG AVAILABLE: NO INSTALLATION REQUIREMENTS MET: YES WELL YIELD FROM WELL LOG: NOT AVAILABLE PUMP YIELD: 7.5 GALLONS PER MINUTE DATE OF INSPECTION: MAY 30, 1985 TEST PROCEDURE: WELL WAS PUMPED AT A STEADY RATE OF 7.5 GPM FOR 60 MINUTES. THE PRESSURE REMAINED STEADY AT 38 PSI TEST FOR COLIFORMS: TEST WAS NEGATIVE TEST RESULT: a*Y OF A L� n m'��`•.... �'� <e � j, N 2225-E Inil THIS WELL SURPASSED THE MUNICIPAL REQUIREMENTS The Municipal requirement for well flow is 150 gallons of water per bedroom per 24 hours. This well surpasses this requirement. The assessment of the condition of this well applies only to the conditions as of this date. The flow rate of the well may change due to subsurface conditions that may not be observed from the surface, and changes in land use and other factors that may impact the conditions of the aquifer feeding the well. MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTECTION! I ;; 3 1985 MUNIL.IYHLI I T Vr DEPARtMENT OF HEALTH AND ENVIRONMENTAL PRZ a'ECTION DIVISION OF ENVIRONMENTAL HEALTH CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4720 Application DateAft_ Y 29, IR &o 1. GENERAL INFORMATION �rrctC�[U l�Gy�i `C 3 L - A (a) Legal Description (include lot, block, subdivision, section, township, range) T tzNR3 iX! Location (address or directions) 12 30 1 F R•1= ao w•r R o Ia.D (b) Applicant Name ZA V�S-I-- Telephone: Home 346 — Y210- Business Applicant Address 12301 1P &g Lam. DCD 04cZ (c) Applicant is (check one): Lending Institution ❑ ; Owner/twilder�k; Buyer ❑ ; Other ❑ (explain); (d) Lending Institution Fla&T NAT SAll'l—0-P"t(0elephone Address _ (e) Real Estate Company and Agent �0VA Address Telephone (f) Mail the HAA to the following address: 2. TYPE OF RESIDENCE Single -Family [ Multi -Family ❑ Other Number of Bedrooms 3. WATER SUPPLY Individual Well X Community ❑ 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. 72-025 111/84) Page 1 of 2 5. ENGINEERING FIRM PROVIDIh14,fNSPECTIONS, TESTS, FILE SEARCH, D1.` jAND INFORMATION As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. Name of Firm /���""'� Telephone �` �p Address©� 44 i 5 Date Cr F /t A, ,1 0; *: 4nTH i '• i �... !.. • • • • • '� Engineer's Seal e: 2225-E JUNE 25, 1971 6. DHEP APPROVAL Approved for 'fti"�� bedrooms by 2_09_ Date Approved Disapproved Terms of Conditional Approval Conditional dhep CAUTION — _-%� —2-(� The Muncipality of Anchorage Department of Health and Environmental Protection (DHEP) issues Health Authority Approval certificates based solely upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHEP does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHEP do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Page 2 of 2 72-025 (11/84) DEPT, C)r t-AUNLM EWIRONMENTAI. PROTECTION MUNICIPALITY OF ANCHORAGE (MOA) '�tJ 1 U HEALTH AUTHORITY APPROVAL (HAA) 0 CHECKLIST - FEBRUARY 1984 �C%D"d rC 264-4720 J_:T � A W R, ± E A ED Le al Description: L" -5kI A. WELL DATA Well Classification le If A, B, C, D.E.C. Approved (Y/N) 1NIA Well Log Present (Y/N) . N Date Completed �1A64V^AO Yield kAgPA Total Depth 2sZ. Cased to 232- Depth of Grouting N 0 N tz Static Water Level 106 1 Pump Set At AA0 Casing Height Above Ground 1II Sanitary Seal on Casing (Y/N) y Electrical Wiring in Conduit (Y/N) Depression Around Wellhead (Y/N) Separation Distances from Well: To Septic/F4QW+g Tank on Lot ; On Adjoining Lots To Nearest Edge of Absorption Field on Lot 13O ; On Adjoining Lots To Nearest Public Sewer Line --o ble To Nearest Public Sewer 10 0 * 1001- Cleanout/Man hole 001f" Cleanout/Manhole N1Dt4JF, To Nearest Sewer Service Line on Lot > 10 Water Sample Collected by Water Sample Test Results Comments 4 gam ; Date A/ AZA&& B. SEPTIC/HOLDING TANK DATA Date Installed 196 Size ZB'Q"o No. of Compartments ON L Standpipes (Y/N) 1%Kf+ Air -tight Caps (Y/N) Foundation Cleanou (Y/N) Depression over Tank (Y/N) Date Last Pumped �x1)Un u//" Pumping/Maintenance Contract on File (Y/N) 16t ; for Wor Holding Tank High -Water Alarm (Y/N) W1 Temporary Holding Tank Permit (Y/N) W^ Separation Distances from Septic/Holding Tank:.14 J!h in To Water -Supply Well Z7 To Building Foundation To Property Line✓' C% To Disposal Field To Water Main/Service Line � + To Stream, Pond, Lake, or Major Drainage Course Comments Pagel of 2 72-026(11184) C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata 1%!;0 Type of System Design ! tit 4 i `" Com► b Date Installed Crri b 19 &S 7ALAt. &4 61P'S' Length of Field b" Width of Field iO rl Depth of Field Gravel Bed Thickness S Square Feet of Absorption Area 4 �90 Standpipes Present (Y/N) Depression over Field (Y/N) ty Date of Last Adequacy Test Results of Last Adequacy Test Separation Distance from Absorption Field To Water -Supply Well 0 To Property Line 30 f To Building Foundation T `✓ To Existing or Abandoned System on Lot 10 ; On Adjoining Lots ?2 4 - To Water Main/Service Line 0 To Cutbank (if present) N L' To Stream/Pond/Lake/or Major Drainage Course N 0 N E To Driveway, Parking Area, or Vehicle Storage Area Comments D. LIFT STATION No O %4 E: Date Installed Size in Gallons "Pump On" Level at High Water Alarm Level at Tested for Electrical Codes (Y/N) Comments Dimensions Manhole/Access (Y/N) "Pump Off" Level at ** Check Permitted Bedroom Rating Against HAA Request ** Vent(Y/N) Pumping Cycles during Adequacy Test. Meets MOA I certify thattII haa-v�et checked., vveenfied,pr conformed to4L7/9-46 OA a d HAA guidelines in effect on the date of this inspection. Signed U,_ x4.1 �/ Date Company MOA No. Receipt No. % 6) C � Date of Payment `a Amount: $ Lx�174_� Page 2 of 2 72-026 (11/84) 4 rsft , Engineer's Seal �• •• •. ......•.••• 1 ®� 2225-E AN ���d •• JUNE 250 1971 .• .• ear "5 MUNICIPALITY OF ANCHORAGE DIVISION OF ENVIRONMENTAL HEALTH DEPARTMENT OF HEALTH AND ENVIRONMENTAL _PROTECTION APPLICATION FOR HEALTH AUTHORITY APPROVAL CERTIFICATE / p 1. General Information Application Date 01a L -T 3 A — ccr-r If (a) Legal Description (include lot, block, subdivision, section, township, range) Location (address or directions) 12.501 FQSaDOAL4 -90AO -- -5 q7 lo (b) Applicants NameUMBA12 Telephone - Home Business Applicants Address EPAE-ArDQ 64 %Z QA (c) Applicant is (check one) Lending Institution ro ; Owner/builder ; Buyer = ; Other = (explain); (d) Lending Institution r-/,e.S f1[6.1_ EAMK or- A hl(jf Telephone 2.&5-3q68e Address (e) Real Estate Co. & Agent N O N L-. Address Telephone (f) Mail the HAA to the following address: 2. Type of Residence Single -Family Number of Bedrooms 3. Water Supply W0LLV Multi -Family 3 Other (describe) Individual Well 14 Community M Public M 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 FIKI Public E::1 Community 1_�J Holding Tank M 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] 5. Engineering Firm Providing Inspections, Tests, File Search, Data and Information As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that, based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is in compliance with all Municipal and State codes, ordinances, and regula- tions in effect on the date of this inspection. Name of Firm /towoe`1 ��uVr1/'L4.Ko�C E Telephone:.?4'-3Q/b Address ,ZD3 t,N/ 15k4 AL4&4 . A -k- Qgse/ ' �-� as 0:. ? Date ! G v e:(f` 'A (ENGINEER SEAL) .o t`• o. 2225-E 6. DHEP Approval / �( < lu"NE 2J, 1971 Approved for /' a bedrooms By =` Approved Disappro _� onditional Terms of Conditional Approval CAUTION THE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION (DHEP) ISSUES HEALTHAUTHORITY 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. (DHEP SEAL) RR4/ej/D18 [Page 2 of 2] I. 7-19-84 0 MUNICIPALITY OF ANCHORAGE DEPT. OF HEALTH & ENVIRONMENTAL PROTLCTION MUNICIPALITY OF ANCHORAGE (MOA) HEALTH AUTHORITY APPROVAL (HAA) CHECKLIST - FEBRUARY 1984 E C E I V E D L'Y 'A�-ca�r6 Iz i Legal Description: Las --s.- ,- Rv.I WELL DATA �Y� 1-�.•,� N; X19, S'c� �.2, rla��, e3 �,�i Well Classification If A, B, or C, D.E.C. Approved(Y/N) N�q Well Log Present (Y/N) Date Completed VN K.titYield 8cr lg M Total Depth 2 32 Cased to 2 32 _ Depth of Grouting N o N E Static Water Level /00i Pump Set At ,2;ao Casing Height Above Ground t $ Sanitary Seal on Casing (Y/N) Y Electrical Wiring in Conduit (Y/N) Depression Around t%Jellhead (Y/N) N Separation Distances from Well: To Septic/Holding Tank on Lot '� On Adjoining Lots loo f To Nearest Edge of Absorption Field on Lot f'%O' On Adjoining Lots 100 f To Nearest Public Sewer Line No N L To Nearest Public Sewer Cleanout/Manhole N n N To Nearest Sewer Service Line on Lot -5;0 + Water Sample Collected By '�, S. Date 30/9- Water Sample Test Results Continents B. SEPTIC/HOLDING TANK DATA Date Installed MIS- Size l t - y No. of Ccfnpartments Standpipes (Y/N) 0" Air -tight Caps (Y/N) Foundation Cleanout Y/N) Depression over Tank (Y/N) Date Last PumpedW—.f 12. - Pumping/Maintenance Contract on File (Y/N) VA. ; for x114 Holding Tank High -Water Alarm (Y/N) Y�4A Temporary Holding Tank Permit (Y/N) Separation Distances from Septic/Holding Tank: i To Water -Supply Well &91 To Building Foundation 5 C To Property Line .5-C) t' To ;7eam, sal Field 114 To Water Main/Service Line �0 To Pond, Lake, or Major Drainage Course Comments /a Receipt L I �C, Date Paid: 5 -13 j - Amount: /J o [Page 1 of 21 Mw 2-15-84 C. ABSORPTION FIELD DATA pAI� „•^,��� Soils Rating in Absorption Strata / 150 Type of System Design Date Installed 47/,2 �%� ;' Length of Field Width of Field '3 p Depth of Field Gravel Bed Thickness S Square Feet of Absorption Area �o Standpipes Present (Y/N) Depression over Field (Y/N) Date of Last Adequacy Test Results of Last Adequacy 'lest Separation Distance from Absorption Field: To Water -Supply T%bll / 3 0 1- To Property Line 3 C) t To Building Foundation Z/ ✓ D To Existing or Abandoned System cii Lot / �) ; On Adjoining Lots 3 C) * _ To Water Main/Service Line 5-0 + To Cutbank(if present) To Stream/Pond/Lake/or Major Drainage Course NO N To Driveway, Parking Area, or Vehicle Storage Area Cormnants D. LIFT STATION Date Installed Size in Gallons "Pump On" Level at No N� High Water Alarm Level at Tested for Electrical Codes(Y/N) Comments Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. Meets MOA ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I have checked, verified, or conformed to all MOA HAA Guidelines in effect on the date of this inspection. Signed Date 5/_5 OA? Company No. S 1 D 11 KB1/d5/s [Page 2 of 21 'ts• i n 2225-E: UNE 25, 1971 2-15-89 `49CkU4Ai.[ AYFI a3" BO � gAD/P<0 JAIIUA4Y `• GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3330 "C" Street, Anchorage, Alaska 99503 274-4561 1. Approval requested by Date Received Time of Inspection Date of Inspection REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR l.' i' . " , --/ . , Mailing Address: Phone: /r rvx ,..� Phone: �` _ 2. Property Owner:r._ Mailing Address: L7 3& 3. Legal Description: 4. Location: 5. Type of facility to be inspected o C No. of bedrooms 6. Well Data: q / t A. Type A �� r - Gf B. Depth C. Construction D. Bacterial Analysis 7. Sewage Disposal System: A. Installed B. InstallerC. Septic Tank: 1. Size 2. Manufacturers D. Seepage Pit: 1. Absorption Area 2. Material E. Disposal Field: Total length of lines 8. Distances: A. Well to: Septic tank SU , Absorption area /20 , Sewer Lines , Nearest lot line 7t) Other contamination � � oc✓td v_ r� j )` B. Foundation to septic tank Absorption area C. Absorption area to nearest lot line ;2-D EQ -034 (1/74) Page 1 of two pages Pape 2 of two pages - Re�,.,est for Approval of Individual �_.'r & Water Facilities Legal,Descriptiona�'(�i?� Comments ��jj" 'n �• c ��" `�.,_" � °� Approved 3A—I'IV- Disapproved,��, Approval Valid for one year from date signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM Al I certify that the information contained in this request for approval to be a true and accurate representation of the subject sewer and water facilities and these facilities are operating satisfactorily. SIGNED EQ -034 (1/74) Date 3.—%5L October 1, 1979 Bernard/Ruth Dunbar Star Route A ;pox 1598 Anchorage. Alaska 99:07 (ya{ �� Cori Subject. Block 1 lierit;ago ti1Zs 3u1�'ivision Approval for your individual sewer and water facilities can not be approved until the folleging items have been coniplgbec? (1.) ,install a cleanout to the first component of the sorer system so that i can probe it and determine whwther a tank, is on-site or not. if there is not a tank, a 1.000 ,1llon tetro (�) compartment tank will need to be installed.. (2) she septic -dank pumped with a. receipt submitted to this office. (3) install a cleanout to the seepage pit. (4) j% adequacy test be perforYuc"J On bile exist'nl leaching area. This test will determine if tho cyste, isadequate according to National Standards. A listing of p- m firms performing the test is enclosed. 7'(3) The water analysis report be delivered to tUs office from CtYean i,ab; 3633 B Street, for our review. Please notify this department for a re -inspection when the noted descrepanc:ies have been corrected.. if there are any further questions, please c:orYtact this office at 264-4720. Sincerely, Robert C. Pratt, R -S. Associate Specialist RCS'/1jW AS I 1011 Orca Street Anchorage, Alaska 99501 \ (907) 278-1915 November 13, 1979 �i Mrs. Jack Dunbar SRA Box 1598 Anchorage, Alaska 99507 Re: Adequacy Test for Existing Septic System on Lot 6, Block 1, Heritage Hills Subdivision Dear Mrs. Dunbar: ASI No. 04079 At your request our office conducted a percolation adequacy test on your existing septic system at the above -referenced location on November 12, 1979. You reported that your septic system consists of a concrete septic tank and a seepage pit, and that the pit had been pumped on October 8, 1979. In accordance with the Anchorage Municipal Code, Chapter 15.65, Waste Water Disposal Regulations, any on-site sewage disposal system "shall have adequate capacity to properly dispose of the maximum daily sewage flow." The maximum daily flow is computed at 75 gallons per capita - day (gcpd). Since "the population of dwellings shall be estimated at two persons per sleeping room," the maximum daily sewage flow for your 3 -bedroom house is 450 gallons per day (gpd). On first attempting to perform the adequacy test on October 31, 1979, the seepage pit was found to be full of wastewater. The septic tank standpipe could not be found at that time. You reported that the septic tank standpipe was located and both the tank and the pit were pumped on November 5, 1979. The second attempt to test the system was on November 12, 1979. Six hundred gallons of clear water was added in 50 -gallon increments to the seepage pit. The water was obtained from your on-site private well at its average sustained rate of 4 gallons per minute (gpm). The liquid levels in both the tank and the pit were monitored closely. The attached Summary of Test Results shows that the liquid level in the seepage pit dropped 2.0 feet on the second day of the test, after a rise of 2.9 feet when the 600 gallons of water was added. The level in the septic tank dropped 1.2 feet after a rise of 0.6 feet during the test on November 12, 1979. Mrs. Jack Dunbar November 13, 1979 Page 2 The level in the seepage pit at its highest level during the test (11.5 feet, liquid depth) was at the ground surface and approximately 0.3 feet below the liquid level in the septic tank after its 0.6 foot rise.' Based on the one day of testing, a percolation rate of 400 gallons per day is indicated. However, since the liquid level in the pit was raised to within 0.2 feet of ground .surface at the 450 -gallon point (600 gallons added), and the level in the septic tank began to rise at the 200 -gallon point in the test (the water was added to the seepage pit), we are unable to conclude that the 4400=0 gpd per- colation rate is acceptable for that portion of the required 450 gallons of percolation per day. Many factors affect the operation of a soil absorption type of sewage disposal system. Soil type, groundwater depth, age and history of maintenance of the system, and types of waste are a few. This test has been performed in an attempt to determine actual soil absorption capabilities of your septic system under normal usage by considering the degree of saturation of the leach field and surge loads that might be imposed on the system. This test can only evaluate apparent performance at a given point in time, and cannot determine either the condition of the leach field, seepage pit or other components of the septic system, or the depth of the water table. We appreciate the opportunity given to perform this adequacy test. If you have any questions regarding this test, please contact this office. Very truly yours, ® OF 41,AV ®� .p.......•• AW 014 ALASKA SOILS INVESTIGATIONS A V`<'I •• b �. Y<.i'49TH 4eae •.iso a...fw..e..�ia�. s'.. a �. Stephen D. Shrader, P.E.Ste hen D. Shroder M • P Project Manager�� �,'.• No. stns -E `- ®fig 9 p ••........••°` F�c'.� SDS/st "ROFESS0 Mrs. Jack Dunbar November 1 � 1979 Page -3- Wtr Added, Seepage Pit Rise in Seepage Pit Rise in Septic Tank Gallons Wtr Added per Ft of Rise (gal/ft) ASI No. 04079 SUMMARY OF TEST RESULTS Day 1 Day 2 Day 3 600 gal -0- -0- 2.9 feet 0.6 feet Recovery Time between Test (Hours) Drop in Pit during Recovery Average Rate of Fall (ft/hr) Average Absorption Rate (gal/day) 206 gal/ft 24 hours 2.0 feet 1.2 feet 410 gal/day Y . Adequacy Test for Existing Septic System Owner: Mrs. Jack Dunbar :Liquid Depth; ft' * Project No. 04079 Meter Reading, gal Address: 'SRA Box 1598 Anchorage, Alaska 99507 Legal Description: Lot 6, Block 1, Heritage Hills Subdivision 3.15 0 18667 Components of Septic. System: Septic tank and seepage pit 0 Number of Bedrooms: 3 Occupied prior to test: Yes X No How long vacant: N/A 18717 Last pumped: 10/8/79 11/5/79 9:26 1.8 Test performed by: Dan Cooper' Water meter/S.N. 5/8" Neptune/22812186 Initial Static Levels: Septic Tank 3.2� ; Seepage Pit 8.6' . TEST DATA Time :Liquid Depth; ft' * Water Added, gal Meter Reading, gal Remarks Septic Tank Seepage Pit. 8:30 am 11/12/79 SetUD Test 8:47 1.8 3.15 0 18667 Measure ini static lvls 9:00 0 18667 9:13 1.8 1.4 50 18717 9:26 1.8 1.0 100 18767 9:37 1.8 0.75 150 18817 9:50 1.75 0.75 200 18867 10:02 1.75 0.75 250 18917 10:15 1.65 0.7 300 18967 10:27 1.55 0.6 350 19017 10:39 1.45 0.55 400 19067 10:51 1.40 0.50 450 19117 11:04 1.35 0.45 500 19167 11:16 1.30 0.35 550 19217 11:29 1.25 0.30 600 19267 End Test 11:29 (3.75) Rise=0.55' (11.45) Rise=2.9' 600 19267 Measure fin levels 8:40 am 2.5' 2.3 11/13/79 1Drop 1.2' Dro 2.0' *Measured from top of standpipe (Actual liquid depth) J" 4/ 1, 41 Con, 0 9 4-71P CY 72-010(3/78) J P't I MUNICIPALITY OF ANCHORAGE cTION DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION 825 L Street - Anchorage, Alaska 99501 J ENVIRONMENTAL ENGINEERING DIVISION Telephone 264-4720 --I V REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FACILITIES DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1. ROPERTY 0 N R PHONE 76 MALI G ADDR SS PROPERTY RESIDENT (if different from above) PHONE 2. BUY RR PHONE MAIL DDRESS I& 3. LENDING INSTITUTION PHONE 1s CA VL MAILING ADDRESS 4. REALTOR/AGENT PHONE MAILING ADDRESS d <rj -WLE/GAL DESCRIPTION STREET LOCATION 6. TYPE OF RESIDENCE NUMBER OF BEDROOMS E] One 0 Four 0 Other SINGLE FAMILY E:1 Two ED Five E:1 MULTIPLE FAMILY � Three 0 Six 7. WATER SUPPLY INDIVIDUAL* ATTACH WELL LOG. A well log is required for all wells drilled 0 COMMUNITY since June 1975. For wells drilled prior to that date, give well EJ PUBLIC UTILITY depth (attach log if available.) 8. SEWAGE DISPOSAL SYSTEM INDIVIDUAL/ON-SITE** **If individual/on-site, give installation date_ If system is over two (2) years old an adequacy test is required t--] PUBLIC UTILITY by this Department. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 0-- 72-010(3/78) J P't I THIS SIDE FOR OFFICIAL USE ONLY INSPECTION APPOINTMENTS DATE RECEIVED TIME TIME TIME DATE DATE DATE INSPECTOR INSPECTOR INSPECTOR DIRECTIONS: 1. TYPE OF RESIDENCE ❑ SINGLE FAMILY ❑ MULTIPLE FAMILY NUM13ER OF BEDROOMS ❑ ONE ❑ THREE ❑ FIVE ❑ OTHER ❑ TWO ❑ FOUR ❑ SIX 2. WATER SUPPLY ❑ INDIVIDUAL ❑ COMMUNITY ❑ PUBLIC UTILITY Connection Verified PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM ❑INDIVIDUAL/ON -SITE ❑PUBLIC UTILITY Connection Verified PERMIT NUMBER DATE INSTALLED INSTALLER ❑Septic Tank or ❑ Holding Tank Size: If Tank is homemade give dimensions: SOILS RATING TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES WELL TO: Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS �OV-<L Com.. uG/ h�-l.r..� C3�-/. Q.�-(�/I..K1:7.ii(t✓ ' a�✓ 1�.�. , �. lZ ❑ APPROVED FOR BEDROOMS ((j- Q-' CONDITIONAL APPROVAL (letter must accompany certificate) �C a-�- [�1---DISAPPROVED DATE BY (Title) ' LEGAL DESCRIPTION 72-010 (Rev. 3/78) v MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION Environmental Health Division CASE REVIEW WORKSHEET CASE NUMBER: S-8219 DATE RECEIVED: July 8, 1985 COMMENTS DUE BY: July 26, 1985 SUBDIVISION OR PROJECT TITLE: Lot 3A Block 1 Heritage - Hills Subdivision - Vacation ( ) PUBLIC WATER AVAILABLE ( ) COMMUNITY WATER AVAILABLE ( ) PUBLIC SEWER AVAILABLE COMMENT A 0 I D�3 �� (LJ,•Z r✓ .,.�„R,�� _ Lam` ��� �� c,�t,Yv��`� .- �, j »_me •o.,., cmm