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Home My WebLink AboutTHOMAS L BOYLE BLK 1 LT 11AThomas L. Boyle Block 1 Lot I I A #015-283-26 BE Municipality of Anchorage Page -4—of _- 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: SVV 9 Z O 11 I PID Number: _0/5 - ZR 3 - ZL Name: -V.$ Wastewater System: ❑ New Upgrade Address: I 170 S -I— ABSORPTION FIELD Phone: No, of Bedrooms: Z ❑ Deep Trench ❑ Shaltow Trench ❑ Bed ❑ Mound ❑ Other LEGAL DESCRIPTION Soil Rating: Total Depth from original grade- GPD/S Ft Lot. '` Block: Subdivision: I Air I Depth to pipe bottom from original grade'. Gravel depth beneath pipe O LeFt Ft Township: Range: Section: Fill added above Original grade: Gravel length: Ft Ft WELL: ❑ New ❑ Upgrade Gravel width: Number of lines: Distance Delween lines: Classification (Private. A.B.C): Total Depth: Cased To: Ft Total absorption area: Ft Pipe material: Ft FL SO Ft Driller: Dale Drilled: Static Water Level: Installer: Dale insl9l1e0: Ft. yield:Pump Set at: Casing Height Above Ground. GPM FI Ft. TANK SEPARATION DISTANCES ❑Septic VHolding ❑S.T.E.P. To Septic Abforphon Ldl Holding ublic/Pnvate Manufacturer: Capacity in gallons From Tank Field $IshOn Tank Sewer Lines a_ 7 0-0 Well Material: Number of Compartments: z�Fo s4e'e-/ Surface Water LIFT STATION Lot Line too Size in gallons: Manufacturer: I Foundation '*Pump on" level at: 'Pump off" levet at: High water alarm at: Curtain Pump Make d Model Electrical Inspections performed by: Drain Remarks: BENCH MARK Location and Description: S cT cowLcx. Assumed Elevation: Q ENGINEEW,%SEAL ,1: Inspections "7F5:_1 bl:s -•^'r•�r ��"�' performed by: Dates: 1s L re Department of Hea and H n Services approval ��\`�(� s�.:'.• CC 2225 wJ t Reviewed and approved by: ate: 2' —yB e� ��.�i�t'' 72-013 (Rev 9:91) MOA 25 nn + t,/ell CLASS C I I SSD II I I I II I LDT 14$ I L17T139 I i II I 1 1 LDT IlA ABSGRPTJ N I q LDT 124 V II I IQ� y I 'Q---t---- I _\ I I I I LCT 11Bcit J I I II I i I LDT 12B I I I i e— I 1 Q I v t Q O I V I I I '-4 LC' IDA I LCT 9A J I� v`Q,�`.: d `- :• ?, 1 LDT IDB i LCT 9B ol TUBBEN SPURKL�tNID P.E. LOT IIB BLOCK I AKE SID SEPTIC SYSTEM AS BUILT 203 W 1574. AVENUE] I SEC 21 WIN RN LATE- FEtx 22 I993 ANCH. AK. 9-- DDN NCYERS SHEET, 113 GRID 273< 4 I' X 10' CONDUIT RAIN CAP TYPICAL /-- PUMP ACCESS CAULDER COUPLING TYPICAL BURIAL WIRE 5 FT. OF COVER OVER TANK HIGH WATER ALARM MERCURY SWITCH FLOAT Trrrrrrrrrrrrrr,..rr: rrrrr' IT .--rrrrrr....rrrrrrrrrr,_..rrrr �rrrr rrrrrrr^..rr.-•rr..+rrrr .�...rrr�r rrrrr rrrrrrr.-.r�,� 6•_3• rr.�rrrrrrrrrrrrrrrr 46' rrrrr �rrrrrr rrrr rrr~��r ,�rr�-rrrrr�r..rrrrrrr��,..r �r...rrrrrrrrrrrrrrrrr....rr rrrr r rr rr r�rrrr rr r r r r r r r r r r r r r r r r r r r r r rrrrrrrrrrrrrrrrrrr_•rr 13' �{ ,dd00 GAL. HOLDINGTANK . WDDLIY arUKNLRNLJ r.L, LOT IIB BLOCK ! BOYLE SIB SSEW.MCSSISISHADESIMUT 203 w AK. SEC AVE SEC 21 T12N R3W DATE, FEB, Op, 1994 ANC)?7AK.o99501 DONALD MEYERS SHEET, 313 GRID -P734 U �M or - - n:7 Sentinel I�� Holding Tanks Sentinel II 4'A55 CLEANOUT W/ PLUG 1' PVC COUPLING 4•x10' A65 PIPE I' GALVANIZE) LB BY APPLETON I� INLET lu INLET A I C CORD GRIP B FEAMREs- • Constructed to the requirements of the Uniform Plumbing Code and UL 58 steel thickness. • Watertight manholes prevent seeping of groundwater. • Adjustable float levels. • Orenco Systems, Inc. Sentinel 1(115 volt) or Sentinel II (battery) liquid level alarm. • Coated Inside and out with coal tar pitch. • Dimensions and weights are approximate. • Approved by the State of Alaska DEC and the Municipality of Anchorage. 12 24 Anchorage Tank & Welding, Inc. (907) 272-3543 FAX (907) 277-3715 OR -'NCO ADJJ5TABLE FLOAT HOLDER 1'x8' PVC CONDUIT b'm I'xl0' PVC PIPE PVMPOVT 4' CAULDER WATERTIGHT CL COUPLING W/ MANHOLE 1 BUSHING I� INLET lu INLET A I C CORD GRIP B FEAMREs- • Constructed to the requirements of the Uniform Plumbing Code and UL 58 steel thickness. • Watertight manholes prevent seeping of groundwater. • Adjustable float levels. • Orenco Systems, Inc. Sentinel 1(115 volt) or Sentinel II (battery) liquid level alarm. • Coated Inside and out with coal tar pitch. • Dimensions and weights are approximate. • Approved by the State of Alaska DEC and the Municipality of Anchorage. 12 24 Anchorage Tank & Welding, Inc. (907) 272-3543 FAX (907) 277-3715 PAGE 1 OF 1 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502,�� ANCHORAGE, ALASKA 99519-6650 ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW920111 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:MYERS DONALD W OWNER ADDRESS:11701 GANDER ST ANCHORAGE, AK 99516 PARCEL ID:01528326 LEGAL DESCRIPTION: BOYLE BLK 1 LT 11A LOT SIZE: 99500 (SQ. FT.) NUMBER OF BEDROOMS: 2 THIS PERMIT: 2 THIS PERMIT IS FOR THE CONTRUCTION OF: HOLDING TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1. THE ATTACHED APPROVED DESIGN. 2. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE 15.55 AND 15.65 AND THE STATE OF ALASKA REGULATIONS (18AAC72) AND DRINKING WATER 3. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: DATE ISSUED: 5/28/92 EXPIRATION DATE: 5/28/93 MUNICIPAL CODE CHAPTERS WASTEWATER DISPOSAL REGULATIONS (18AAC80). INSTALLATION OF HOLDING TANK MUST BE WITNESSED BY DHHS PERSONNEL. NOTIFY THE ON-SITE OFFICE AT LEAST 9 HOURS PRIOR TO INSTALLATION. ENGINEER TO VERIFY SUITABILITY OF TANK PRIOR TO INSTALLATION. RECEIVED BY: vo� DATE: ISSUED BY: iz w dl // L DATE • i��/�Z I VN1 CUSS C II I I II I I LOT I I LO713B I I �O I II I I I II I I �y8 I LOT 11A- I(� ABSORgP.,T N BEI LOT 12A Q V I II Iy III II IPL-- -- ---t---- \ REMOV$ EXISTING SEPTIC T K n I I I I Ili v INSTAL4 2000 GAL HOLDING Al c LOT .US SLOT 12B I II I 0 I O I� I V I I %I/ LOT 494 I LOT 9A II I i cic it I I I •- E OF �L �3. LOT 1�'i�P; A"-- �,'Ar 9B -- -- ..r Z R CE -22:5 `PROFESSION j Z`O�a.•a1az TUBBLN SPURKLAND P.E. LOT -Ar BLOCK 1 BOYLE SIB SEPTIC SYSTEM DESIGN 203 W 15TH. AVENUE ANCH. AK. 99501 IIX SEC 21 T12N R3 DATE MAY 27, 1992 .e.,. DON MEYERS SHEET, 113 GRID- 2734 RAIN CAP TYPICAL PUMP ACCESS / CAUL DER TYPICAL HIGH WATER ALARM MERCURY SWITCH FLOAT I' X 10' CONDUIT 1' GALVANIZED LB /-- 5 FT. OF COVER OVER TANK TO ALARM PANEL DIRECT BURIAL WIRE —I' PVC CONDUIT r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r rrrrrrrrrrrrrrrrrrrrrr 5.33 46' O r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r STANDARD 2000 GAL, HOLDING TANK GREER OR ANCHORAGE TANK w OF i b•:�'1TH �1 s', CE -2225 I03 W 0ru�cnLnivu r.c. I I LOT 11B BLOCK 1 BOYLE SIB I I SEPTIC SYSTEM DESIGN I 203 . 15TH AVE SEC 21 T12N R3W DATE, MAY 27, 1992 ANC)?7AKIg99501 DONALD MFYFRS SHEET. 3/3 GRID -2734 PERFORMED FOR:_ LEGAL DESCRIPTIOD 1 2- 4- 5. 4 5 6- 7- 8- 9- 10- 11- 12- 13- 14- 15- 16- 17- 18- 19- 20-1 7891011121314151617181920 COMMENTS Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG - PERCOLATION TEST O Tow w 0..4 ,`:(ENGINEER'S SEALT a �r DATE PERFORMED:��- � �-I� Ile? Z Township, Range, Section: SLOPE WAS GROUND WATER ENCOUNTERED? _ S / IF YES, AT WHAT L �- DEPTH? 0 P E Depth N WrierAfter Monitoring? Drie: 27 4L SITE PERCOLATION RATE (mmutesnnch) PERC HOLE DIAMETER TEST RUN BETWEEN _ _FTAND FT PERFORMED BY: T- J • 1 - Y' } CERTIFY THAT THIP TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: C [ 2- 72-008 72-008 (Rev. 4185) 2013 (A-4.3/78) MUNICIPALITY OF ANCHORAGE // • �l� DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION II ENVIRONMENTAL ENGINEERING DIVISION / 825 L Street • Anchorage, Alaska 99501 Telephone 294-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONE ❑NEW UPGRADE MAILING ADDF3 J�$S_ q/-�re6k, 1,531 3/ Y LEGAL DES C IPTION / LOCATION UNO. OF BEDROOMS DY DISTANCE TO: Well ^O r t- O� Absorption area Dwelling t PERMIT NO O 3� QManufacturer Material Nogl compartments oCJ Liq.c 6city}Qgallons (J IF HOMEMADE: Inside length Width_ Liquid depth 6DZ DIST Well Dwelling PERMITNO. _ M cturer Ma id capacity in DISTANCE TO: Welltu Foundation Nearest lot line PERMIT NO. J LL z t_ 2 Y1 6 No. of linerLength of e..hy:. Ijjte _, �it�.xG9w Total le h f Imes 00 ,j Tr nch WW�dt� Kl[h.6z(i11Chas Datance en liens AZ(X�QlrCI 01_ Top of tile to finish grade ^ r Material beneath the �s Total effective a so ti n area �[ �a(,inches W Length Width Depth PERMIT NO. n F W� Type of crib Crib diameter Crib depth Total effective absorption area ti DISTANCE TO: Well Building foundation Nearest lot line J Class Depth Driller Distance to lot line PERMIT NO. W i DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER St tis + I s PIPE MATERIALS to ' SOIL TEST RATING a ao90 - 38 r INSTALLER s r r r R M`AR�Kl1S n 14 Ci- I 4 It APPH VE(Dnn ` 'Id DATE LEGAL�� 1 %I X l A- �� g - I 2013 (A-4.3/78) MUNICIPALITY OF ANCHORAEI� a�j/.��1 gl�jC�3�O • Department Health and Environmen alll rote tion �. �A .825 L Street, Anchorage, AK. 99501 264-4720 _ Z - * * * * * * II:IS p HANDWRITTEN PERMIT 1h ::MU i0EWMW=MfiW ON-SITE SEWER PERMIT Applicant; (� Mailing Address:'=: R /5 �C--, Location: GA N� /� 2 4, Phone Number: .Legal Description: LnT /1,Q Klk / 8pVI�s Sc4(—Lot Size: �9Sa27 �gF� Type of Soil Absorption System Is: —7 Trench: Drainfield: _Z===—Seepage Bed: Holding Tank: Maximum Number of Bedrooms: _ Soil Rating(sq.ft/br) The Required Size of the Soil Absorption System Is: DEPTH 5 LENGTH 5i� , GRAVEL DEPTH % WIDTH S_ The length dimension is the length(in feet) of the trench or drainfield. The depth of a 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 minimum depth of gravel between the outfall pipe and the bottom of the excavation(in feet). * * REQUIRED SEPTIC(HO@PP ) TANK SIZE = 00 GALLONS Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. * *.* TWO(2) INSPECTIONS ARE REQUIRED Backfilling of any system without final inspection.and approval by this departmen will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 fee for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. Well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. * * * PERMIT EXPIRES DECEMBER 31, 1 9 3 1 I certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require enlargement if the residence is remodeled to include more hatA bedrooms. Signed: „�7 p// ��_ Issued by: nn Applicant �J� g I Date: SWP/024(1/81) r- - 9 (02*s ^ 0 SOILS LOG MUNICIPALITY OF ANCHORAGE ❑ • 1 DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION Pouch 6660, Anchorage, Alaska 99602 276-2221 1 SOILS LOG — PERCOLATION TEST 1 PERFORMED FOR: DON MYERS DATE PERFORMED: 13-S-61 LEGAL DESCRIPTION: LOT IIA BLOCK 1 BOYLE 5UBD- .1.0P— SLOPE SITE PLAN PARK BROWNIORGMINI IC 1 501L. 4**oBROWN SILTY SANDISM, COBBLE IQ — I -E 2BROWN/ SILTY SAND,SPdM,gMO 15T- WET (A 4 5 6 7 6 9 10 11 12 13 14 15 i 16 17 1s 19 20 COMME BROWN ISANDY SILT, ML BROWN GRF-Y, 511-T) W/ FTSffQ�5.ORGANIC.S ML/WET GREYI SILTY SAND ISM / MOIST I FREC WATER OOSER.@ &'� GREY, SAND, SPSM I MOIST FREE WATER 085r-RE8%I GREY, SILT I ML. DILATENT SArU��D GRAVELLY 1151 TD 16Q WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? YES s L 0 P 75 1 E SP DIG G1 G -- Reading Date Groff Time Net Time Depth to Water Net Drop No MIN ii No MEN milli: N MI 101 0 ■■ PmMINE ONE MEN YES s L 0 P 75 1 E SP DIG G1 G -- Reading Date Groff Time Net Time Depth to Water Net Drop PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN FT Ata O'•'`r, ' ,FT PERFORMEDBY: Roy M'DOWRLD 1p MARK HALL CERTIFIED 72006 (7/76) .'few n0..♦ �\ r n SOILS LOG / MUNICIPALITY OF ANCHORAGE IK PERCOLATION 1I7f, � DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION TEs? \ Pouch 6.860, Anchorage, Alaska 99602 276-2221 \ — SOILS LOG — PERCOLATION TEST —710— Z PERFORMED FOR: DON M YE RS DATE PERFORMED: 3 8) - 6 - 8 1 LEGAL DESCRIPTION: LOT I/4 BLOCK 1 BoY LE SUBD. —1 rT-1 SLOPE SITE PLAN DARK BROWN I ORGAP TOFF SDIL BROWN GREY, SILT, Vl r=ik.-=QJ02S ORGANICS IN BROWN, SAND, MOIST w trs+ t+nLKtslTs of n t -T GREY BROWN, SILTY SM I w/r-teC,z0QS ORG SATURATED FREE WATE.R OBSERVED IV IIS' WHILE 0166IN6 GRLWE.LLY G WASGROUNDWATER LIQ' ENCOUNTERED? YFES OSER. IF YES, AT WHAT -P 9tt l9 DEPTH? AFTER !al' -?;3 Reading Date Gross Time Net Time Depth to Water Net Drop 3-6-81 6: 10 ""' 3 3 'd- -81 O 7 0" 9 = 10 O a 7'/q" ia" 3 6-,1 9=4 lc> 27 1/211 11 It 3 &-81 p 371/21, 0, 3- 6-81 0= 30 1 3 1/2° 3- -BI it -'to 30 3B` O" PERCOLATION RATE (minutes/inch) TEST RUN BETWEEN 3.5 AT1D?+"-.Tt• q FT PERFORMEDBY: ROY M-DOHAI O MARK kMl CERTI DARK BROWN, SILTY) ORGANIC TDP -SOIL ' 1 •le • • J n SOILS LOG L2 1• 0 • MOIST -G-S MUNICIPALITY OF ANCHORAGE o 2 Y61J 4/9" • DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION PERCOLATION -L- Pouch 8650, Anchorage, Alnha 99602 2762221 30 TEST v. it 3- - SOILS LOG - PERCOLATION TEST 3 3- �i.i�l� PERFORMED FOR: DON M YFRS DATE PERFORMED: 3 -S -HI �3-fio- 81 , )/4'I p LOT itA BLOCK 1 Boe-1= SU6D. LEGAL DESCRIPTION: 1fT1 SLOPE SITE PLAN • • DARK BROWN, SILTY) ORGANIC TDP -SOIL ' 1 •le • • BROWN) SILTY SAN L2 1• 0 • MOIST -G-S 9:05* o 2 Y61J 4/9" ',. 'i• BROWN, SILTY SAN -L- /O: OS 30 25" v. it 3- - 0:3 371 30 3- �i.i�l� w/ POCKETS OF GRE 3 o )/4'I SILT ML w`I rIA£Itn.�S 4 • • •�• wlerr tv EirrVts� PER(- • • •', GREY DROWN ,.SILTY TEST 5'' �• SM I w1FI5ZPVQjORG '•'�. SATURATED 6 GREY (SILT, MLI MO 7 8 9 10 11 12 13 14 15 1s 17 18 19 r zo )ISM I p I sPs P4 Y-BRON ORGAN) T7tT7 SAND) ANICS 13 T- W FREE WATER OB3E:P e /0° WHILE 065c.IN6 WASGROUNOWATER V ENCOUNTERED? IES L O¢5E R C� P 10 2" 18 HOW'S AFTER D*GI t G 30 3/9�E31 IF YES, AT WHAT DEPTH? GREY , SIL7, MLI WET 774" 9! TD Is -0 Reading Date Gross Time Net Time Depth to Water Net Drop 3- - P f Fi: } 0 24 il o -G-S 9:05* o 2 Y61J 4/9" -L- /O: OS 30 25" v. it 3- - 0:3 371 30 I/7n OS 3 o )/4'I PERCOLATION RATE TEST RUN BETWEEN TOP OF PPIP15 )5 /(o II [QELow GROUIJD PERFORMED BY: ROY )')'DONALD MAPe PALL CERTIFIED Ur ow r •4:3TLt 700817/76) Y 4..•..... l �y' �� 2