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Home My WebLink AboutGREAT LAND ESTATES #2 BLK 1 LT 8 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-474~, On-Site Wastewater Obposal System and/or Well Inspection Report Permit Number. ~; ~'~ ~ -~ O I ~' 7 P, ID Number:, ~/-- ~ u / ~'~/-/ E; ~E~,7~ ~__~/-- Wa~tewater ~ystenl: [] New J~ Upgrade ~ -- ~'~(~ ~ ABSORPTION FIELD ,~"{?~c~-/~OO ~r'OeepTrench OShall~wTmnch OBed Ol~nd LEGAL DESCRIPTION w ~:~,~ ~ WFJ~ [] New [] Upgrade e~"~cm~,~- SEPARATION DISTANCES ms,,~ n ~k~n, O S.T.£P. TO ~ N~Xlgtio. IHt Hoidk~ ~ ~~4 Caq:)ec#y in galloo.= w~.- /o~ +~,~_ ~ LIFT STATION L~ Rem~ks: ~Z~ ~:~,~ ~-~,~' ~,,~-~. BENCH MARK Deportment of Health and Human S~; ~. approval Revie'm;~d approved p~itgl, go. SWg70157 PAGE 2 OF ~ Municip.~lii; oF AnchorGoe DEPARTMENT OF HEw~_THAND HUI~ SERVICES ENVIRONMENTAL SERVICES DIVISION · P J3. Box 196650 O._AflchormOe, ~o, skm 99~19-6650 · Tetel~hOne. 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WEM. INSPECTION REPORT LOT 8, BLOCK 1, GREATLAND ESTATES NO. 2P.LD. go. 051-131-1g 10' UTILITY EA~IIENT 5'T2 & DBL2 NE~ 1500 GAL SEPTIC TANK TRENCH CO FC( DBL CRIB P~tg'rNo. SWgT0157 P~O~ 3 o~ 3 Municip. nlit oF Anchor~ e DEPARTMENT OF HE~_TH AND H[J~flq~ SERVICES ENVIRONHENTAL SERVICES DIVISION , P.O. Box 1966~0 e_~nchorage, Atmskm 9CJ~lg-66~Oe Tete~hor~ 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LOT 8, BLOCK 1, GREATLAND ESTATES NO. 2 P~.go. 051-131-1g 1500 GAL ~____~o 8El:~rlc TANK GRADE A B FCO 39.0' 18.5' ST1 66.0' 50.6' ST2 80.2' 55.0' DBL1 82.5' 54.1' DBL2 83.1' 55.1' C01 86.0' 64.0' C02 70.0' 86.9' MT 71.9' 87.2' C01 ~COI ~ 87' ~ = 77.3._~~cO~ · NO WATER YOT,IND 71.3' B.O.H. ells/o? DEPARTMENT OF HEALTH & HUMAN SERVICES 825 'L" Stree[, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: Township, Range, Section: 1 2 3 4 5 6 7 8 9 10 11 12 13- 14- 15- 16- 17- 18- 19- 2O5 e~ r~. SLOPE WAS GROUND WATER ENCOUNTERED? SITE PLAN A 13.O.H. L IF YES, AT WHAT ~'~ ~ DEPTH? p E P~TION RATE __ (mm[d~mch) PERC HOLE DIAMET~.- _ -- TEST RUN BETWEEN ~ FT AND FT Rick Mystrom, Mayor M micipali of A chorage Department of Health and Human Services 825 "L' Street . P,O. Box 196650 Anchorage, Alaska 99519-6650 http://www,ci.anchorage,ak.us 343-4744 June 29, 1998 Linda I Goentzel 23921Greatland Drive Chugiak, Alaska 99567 6323 Subject: Lot 8 Block 1 Great Land Estates Subdivision #2 Permit #SW970157, PID #051-131-19 The subject permit, issued June 27, 1997 by this office for a single family well and/or on-site wastewater system, has expired as of June 27, 1998. A new permit must be obtained from this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastewater system, the original as-built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. enc: Copy of Permit cc: S & S Engineering MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUM_AN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 PAGE ON-SITE WASTEWATER DISPOSAL SYSTEM (UPGRADE) PERMIT PERMIT NUMBER:SW970157 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:GOENTZEL LINDA I OWNER ADDRESS:23921 GREAT LAND DR CHUGIAK, ALASKA 99567 DATE ISSUED: 6/27/97 EXPIRATION DATE: 6/27/98 PARCEL ID:05113119 LEGAL DESCRIPTION: GREAT LAND ESTATES #2 BLK 1 LT 8 LOT SIZE: 138085 (SQ. FT.) NUMBER OF BEDROOMS: 5 THIS PERMIT: 5 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK SYSTEM 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 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 SPECIA~ PROVISIONS. SPECIAL PROVISIONS: RECEIVED BY: //~~ ~~ iSSUED BY: ~~y~/~ ~~ DATE: ~-- ~'~ ~-- P ~ ROBERT C. COWAN, RE. ROBERTA. SHAFER, RE. CIVIL ENGINEERS May 14, 1997 (907) 694-2979 FAX (907) 694-1211 HEALTH AUTHORI'[Y APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER&WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOILTEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ON SiTE WASTEWATER DISPOSALSYSTEM DESIGN MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 8, Block 1, Greatland Estates Unit #2 S/D Request you issue a permit to upgrade the septic system serving the four bedroom house on the referenced property. A test hole was excavated and a percolation test performed. The approximate location of the test hole is located on the attached site plan. The monitoring tube within the test hole has been checked and found to be dry. We do not anticipate any adverse effects on neighboring wells, septic systems or drainage patterns by the installation of the proposed septic system. If you require additional information, please contact us. Sincerely, Robert C. Cowan, P.E. RCC/mg Enclosure 17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER, ALASKA 99577 1" '- 60' SCALE SITE-PLAN iSEPTiC AREAl DESIGN ~: Z0 ...... &N~4SV~ zkI,FIl&fl ,0!: ~: o PERFORMED FOR: LEGAL DESCRIPTION: 5 6 7 8 9 10- 11 12 13- 14- 15- 16- 17 18 19- 20- Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST Township, Range, Section: WAS GROUND WATER ENCOUNTERED? IF YES. AT WHAT > j, pO DEPTH? SLOPE SITE PLAN E Deplh to Water Al&er ~"' I g~c~ 7 Monitoring? ~'~¢-t~ Date: Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE [ 0 (minutes/inch} PERC HOLE DIAMETER TEST RUN BETWEEN ~ FTAND L~ FT COMMENTS R¥ ' Y',//¢Z PERFORMED : 170~ F. agie Alv.~ L~p ~-'~ ~ o~',.a, i ct~-- CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE W~dr~I~.~-J~;[L~I~I~PAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ~ / ~' / ~ 7 72-008 (Rev. 4/85) ROBERT C. COWAN, P.E. ROBERTA. SHAFER, P.E. CIVIL ENGINEERS HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER&WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD OESIGN SOILTEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ON SITE W/~STEWATER DISPOSAL SYSTEM DESIGN ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS (907) 694-2979 FAX (907) 694-1211 IEFERENCE: Lot 8, Block 1, Greatland Estates Unit May 15, 1997 ;ENERAL: 1. t e De The scope of this project includes the installation of a 1~00 gallo~ septic tank and a drainfield trench to serve the ~,f7,~'6 ~0'~ :. bedroom residence~c~{%~ on the reference~ property. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. The contractor shall be responsible for obtaining any necessary underground utility locates. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. ~EPTIC TANK INSTALLATION: A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. Se The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. Ail standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 17034 NORTH EAGLE RIVER LOOP ' SUITE 204 ° EAGLE RIVER, ALASKA 99577 Page Two Lot 8, Block 1, Greatland Estates Unit May 15, 1997 ® Be Septic tanks installed with less than 4 ft. of cover shall be insulated. A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: me Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed-up) before gravel (sewer rock) placement. e Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. e A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. e Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. Page Three Lot 8, Block 1, Greatland Estates Unit May 15, 1997 Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the trench must be mounded to prevent the formation of a depression after settling. MINIMUM MATERIAL SPECIFICATIONS: Any septic tank proposed for installation must be constructed by a Municipal approved septic tank manufacturer. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: T_¥pe of Pipe Perforated Solid Cast Iron ASTM D3034 (PVC) ASTM F810 (HDPE) ASTM D2662 (ABS) Yes Yes Yes Yes Yes No Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. 0 Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). 0 Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the %200 sieve. e When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements, which ever requirement applies. Page Four Lot 8, Block 1, Greatland Estates Unit ~2 May 15, 1997 INSPECTIONS= Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. e The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. e The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre-construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. Page Five Lot 8, Block 1, Greatland Estates Unit 92 May 15, 1997 S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/INSTALLER GR"~'~-"R ANCHORAGE AREA BOROL' ..... '~ Di-rz4n.'MENT OF ENVIRONMENTAL QUALITY 3500 TUDOR ROAD ANCHORAGE, ALASKA g9507 279-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LOCATION ADDRESS SEPTIC TANK: PHONE___ DISTANCE FROM WELL LIQUID CAPACITY ./~x'~) ~/'7 (''' GALLONS· NUMBER OF MATERIAL ...,~.~ :,~.~_.~'-~ Z.- COMPARTMENTS INSIDE LENGTH ~ INSIDE WIDTH -- LIQUID DEPTH SEEPAGE SYSTEM: NUMBER OF PITS LINING MATERIAl NEAREST LOT LINE SEEPAGE PIT: OUTSIDE DIAMETER OR WIDTH ,:=~? , LENGTH ,~c~ '", DEPTH DISTANCE FROM WELT,-/'''-'''~-~2''~'~/'~''''/:~ BUILDING FOUNDATION / ~) ~" / TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) "~'~ SQ. FT. TILE DRAIN FIELD: ,/'(//'~ DISTANCE FROM WELL ~, FOUNDATION , NEAREST LOT LINE NUMBER OF LINES ~ DISTANCE BETWEEN LINES x~ TRENCH WIDTH ABSOR SQ. FT. LENGTH OF EACH ~ ~. DEPTH: TOP OF TIL~ TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE TOTAL LENGTH · OF LINES ~TAL EFFECTIVE IN. ABOVE TILE__ ~ DISTANCE FROM ~ WATER ~ WELL: TYPE,~',:~'-,/--)~'~':~-.-r''~''-'''=~ DEPTH , BUILDING FOUNDATION.__ SAMPLE. NEAREST ~ NEAREST SEPTIC ~ SEEPAGE ~ OTHER LOT LINE ., SEWER LINE ~ ,TANK. , SYSTEM , CESSPOOL , SOURCES DISTANCES: DIAGRAM OF SYSTEM 0 0 E EN~ .~,EERING 0 DEVELOP; . VT CO. Russe/! Oyster 694-2774 Civil Engineering Soils ~ Foundations Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 333-5240 ' Earl Ellis 333-5240 Surveying Land Development Legal Description: Lot ~ Block GrouiTtwater Encountered: Xes No De~th Soil Cla.,sm_ mcabmon feet Depth ?. Area Calcul~ tions ! q n e 3. 4. 5. GREATER ANCHORAGE AREA BOROUGH Department of Environmental queifty 3500 Tudor Road, Anchorage, Alaska 99507 279-U686 Date Received 1/2/74 Time of Inspection 9:30 sm Date of Inspection 1/9/74 Approval Requested By... Address: REQUEST FOR APPROVAL OF INDIVIDUAL SEWER & WATER FACILITIES FOR Conventional Alan Larson Box 594 Eagle River AK Phone: Property Owner: James Hickey Phone: Legal Description: Lot 8, Block 1~ Great Land Estates Unit 2 Location: Peters Creek Type of Facility to be Inspected:__ Number of Bedrooms: Three (3) Well Data: A. Type Drilled C. Construction Standard 7. Sewage Dis.bose1 System: A. Installed .... 1q72 , Septic Tank: 1. D.Seepage Pit: 1. Disposal Field: Sin,B19 B. Depth D. Bacterial Analysis' Satisfactory . · B. Installer Size 1000 gals2. Manufacturer- Size 24'X26'x82. Material Total· Length of Lines Logs Distances: A. Well To: Be Septic Tank 102' , Nearest Lot Line Foundation to Septic Tank Absorption Area to Nearest Lot Line , Absorption Area 130' , Sewer Lines · Other Contamination "~ Absorption Area 59' Re.q Jest for Approval of Im.,ividual Sewer & Water Facilities Page Two 9~ Comments~ Approval Valid for One Year From Date Signed Greater Anchorage Area Borough, Department of Environmental quality DIAGRAM OF SYSTEM 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 located at: Signed Date