The URL can be used to link to this page

Home My WebLink AboutVERN HAIK LT 5 Municipality of Anchorage Page --/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: ,%~,' ~ O/~,O PID Number: ~¢)~/~- Name: Wastewater System: ~ew D Upgrade Phone:/~ ~/~ ~,I Ne. of Beams: ~ Deep Trench D Shallow Trench ~ed ~ Mound ~ Other Total Depth from original grade: LEGAL DESCRIPTION soil Rating:~, ~ GPD/Sq. Ft. Township: ~ Range: ~ Section: Fill added above original grade: Gravel length: Class~ation (Private. A,B,C):T~al~Total Dept ' Cased To: Total absorption area: Pipe material: Driller: ~ Date Drilled: ;taticWater Level: Installer: Date installed: Yield: IPumpSet at: tcasing Haig ht AbOVe GiOu"d; TANK ~GPM Ft. SEPARATION DISTANCES ~eptic ~ Holding ~ S.T.E.P. To Septic Absorption Lift Holding P.bl;~/Private Manufacturer: Capacity in gallons: SudaOewater H/A ) fl/J . LIFT STATION Foundation ¢ ~' WJO' //~ "Pump on" lovel at: ~ela,: IHighwateralarmat: Cu~ainDrain ~/ * ' ~~1Electrical Inspecti°ns ped°rmod by: Remarks: BENCH ~ARK Location and Description: Elevation: Department of Health~Hum~ ~es approval -~ ¢:, 72~013 (1/91) MOA 25 Pern~it No. ,~I/F {)~ O ! ~ Page 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-66.50 · Telephone: 545-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Legal Description: VERN HAIK LOT 6 POINT OF CURVITURE = SCALE 1" =40' SWING TIES A-C = 63.3 E-C = 113.7 A-D = 78,0 B-D = 119,96 A-E = 114.5 B-E = 157,54 ELEVATIBNS (NET TB SCALE) PRI]P ~1000 GALLBN ~SEPTIC TANK 15' LET 5 '..Do --.j ...d · - MONITOR TUBE o SEWER CLEANOUT ~ - KEYBOX EASEMENT 7/28/95 ENGINEER'S SEAL ?~:'" 49 EH ,~ ",.~' ~,". LOUIS A. BUTERA ¢~'.. CE-6736 ..'~ .... MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 PAGE 1 OF ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW950166 DATE ISSUED: 7/14/95 /2, DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES EXPIRATION DATE: 7/14/96 OWNER NAME:BARTON BARBARA L OWNER ADDRESS:715 L STREET #8 ANCHORAGE, ALASKA 99501 PARCEL ID:05106183 LEGAL DESCRIPTION: VERN HAIK LT 5 LOT SIZE: 25707 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: 1o 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 (iSAACS0) . 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5~ THE FOLLOWING SPECIAL PROVISIONS. SPECIAL DATE: 7~ /~ ~ Louis Butera, P.E. Registered Civil Engineer July 7, 1995 Jim Cross, P.E. Manager, On-Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Vern Haik Lot 5 Narrative & Permit Application Dear Mr. Cross: The proposed septic upgrade will have very limited impact on adjacent properties for the following reasons: 1. The surrounding lots are served by public water, allowing sufficient room for septic sites. 2. Immediate neighboring septic systems are all +30' distance. 3. Reserve space is adequate, due to absorption capacity and lot size. 4. Drainage will not be affected and is not a major consideration in our design. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. \G:\WPDOC$\1995\95-057A.NAR P.O. Box 773294 · Eagle River, Alaska 99577 · Telephone (907) 694-5195 · Fax (907/694-3297 LQT ¢CHUGIAK DRIVE ~ N 89"5~'35" E :TART 282,86 C CBR ER ~ -a nT c~ o r~ / ~/ / ~ ~~ ~ ~x L~T 6 ~'/ / t~ ~L~T 5 VACANT BED DETAIL ~ - TE~T HOLE · - ~ONITOR TUBE o SEWER CL~NOUT NO SURFACE WATER +]00' ~ WELL PROPOSED LEACHFIELD NO KNOWN CURTAIN DRAINS ~5E~ENT WELL ~ SEPTIC SITE PLAN LEGAL: VERN HAIK SUBD. LOT 5~, CONTRACTOR: CCC CONSTRUCTION ~..$9TH~ ".~'~ OOBff 95-057AI DATE: 07/07/951 SCALE 1" = 60' ~~"':"~ A EAGLE RIVER ENGINEERING SERVICES P.O. Bo~ 773294 EAGtE RIVER, AK. 99577 SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: Vern Haik, Lot 5 07/07/95 GENERAL 1. The septic plan is for a single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Health requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi-family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. BED 1. The bed is to follow the natural land contour to maintain uniform total depth of the bed bottom. 2. The bottom of the bed shall be level, plus or minus 1.5". 3. The total depth of the bed excavation is not to exceed 5' at deepest point in elevation relative to ground surface. 4. The bed gravel is to be covered with typar fabric material. 6. Soil or combination of soil and extruded board insulation to a depth of 3' or equivalent is to be placed over the leachfield. 7. The area over the bed is to be finish graded to prevent ponding of surface water runoff. 8. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH = 5' BEDROOM CAPACITY = 3 GRAVEL DEPTH = 6" under pipe, 2" over pipe BED LENGTH = 43' BED WIDTH = 15' SOIL RATING = 0.7 GPD/ft2 SEPTIC TANK SIZE = 1,000 gallons Twenty-four (24) hours notice required for all inspections. G:\WPDOCS\1995\95-057A.SPC EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 EAGLE RIVER, AK 99577 (907) 694-5195 JOB SHEET NO CALCULATED BY CHECKEDBY SCALE 95-057 OF L.B. 07/07/95 DATE DATE Ca culat,_on for .S.~g? Family, 3 Bedroom Home Vein Hmk S~ibdiVis~0n,:L0t 5 07/07/95 3 BR X 150 gpd = 450 gpd 450 gpd /: 0.7 gpd application for bed: = :643 $1~ i643SF / 15'iwide = 43' long iBed dimensions: : ,, ' i : Gravel;depth ::6 Under pipe Gravel width = 15 : : Gravel:length:= 43':: i Spacing 6~twden late/als in bed :~ :415~ : : : \G:(wPDo CS\ 1995\95~057A.CAL 0 PERFORMED FOR: LEGAL DESCRIPTION: 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 COMMENTS Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST WAS GROUND WATER ENCOUNTERED? S IF YES, AT WHAT I ~) DEPTH? /?., b F E It:,..: :....,.. ~ -.~..,,-~,. ,, ............. I 'W~'. .... DATE PERFOR ED= Township, Range, Section: ,~ai~t~ la Warn' Alter ?/~/~ ~- Monitoring? /I, q Oale; PERCOLATION RATE TEST RUN BETWEEN / FT ANG PERFORMED SY: ,t~ ~ ~--~'~ I . CERTIFY THAT THIS TEST WAS PERFORMED iN ACCOROANCE W,TH A~' STATE AND M~N,C,RA~ O~'OE',NES,N EFPEOT D" TH,S DATE. DAT~ Z/</~'~-- V/,~/~.~- PERFORMED FOR: LEGAL DESCRIPTION: 3 5 6 7 8 9 10 11 12 13 14 15 16 17 19 2O Municipality ot Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street. Anct~orage. Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST G~- ~? WAS GROUND WATER ENCOUNTERED? L YES, AT WHAT O DEPTH? P MOmtering? ~r~ ~1~ Reading Dave SLOPE SITE PLAN I PERCOLATION RATE TEST RUN BETWEEN (mmuleshncn) PERC HOLE DIAMETER -- FT AND FT