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Home My WebLink AboutOVERLOOK ESTATES BLK 4 LT 4 Municipality of Anchorage Page 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: ....~u4~Oo~ PID Number: O~ ~o/-I ~ .- N~: ~ ~~O Wastewater System: D New ~ Upgrade Address: J~ O~ ~ ~ ~.~,~ ~ ABSORPTION FIELD Phone: ~ .~- IN°'°fBedr°~s: ~ Deep Trench ~ShatlowTrench DBed D Mound ~ Other LEGAL DESCRIPTION SoilRating: I~'~ GPD/Sq. Ft. Total Depth fro~iginal grade: Lot: ~ Block: ~~ ~Subdiv~i°n: ~T~T~ Depth to pipe bo~om~,from~loriginal grade: Ft. Gravel depth~,beneath~ ~ pipe Ft. Township: Range: ~ Section: Fill added above original grade: Gravel length: ~ ~ ~ ~' -- ~' Ft. Ft. WELL: ~ New ~ Upgrade Grave]width: ~ ~ Numberoflines: Distancebe~een]ines: Ft. ~ ~ Ft. Classification (Private, A,B,C): Total Depth: Cased To: / ~Total absorption area: Pipe material: Dr~r~: Cate Drilled: Static Water Level: Installer: Yield: Pump Set at: Casing Height Above Ground: SEPARATION DISTANCES ~s~p~ic ~ Ho~di,g ~ S.~.E.~. TO Septic Absorption Lift Holding ~ublic/PHvate Manufacturer: ' Capacity in gallons: From Tank Field Station Tank Sewer Lines ~ ~ ~¢ ~C~ T~ ~ ~ O O Number of Compa~ments: we~' ~ ioo~+ __ ~ 2~ M~ter~,: ~ Sudace Water ~+ ~0~ -- ~ ,-- LIFT STATION Lot Manufacturer: Line W0 ~ ~ j ~ ~ -- Size in gallons: ~ "Pump on" level at: ~ "Pum~ High water alarm at: Foundation Z~i 3~ ~ ~ Cu~ai~Drain ,,, ~ ~E ~ ,_~{~,~., ~ Pu~ctrical Inspections pedormed by: Remarks: BENCH MARK Location and Description: J Assumed j Elevation: EN61~AL Inspections pedormed by: S&SENGINEERING No.~.D · 1st 8'-16-~'1~ ~gle Eiver, Alaska ~577 2Rd. ~ ~ I~--~lC . ~ ~O"E~T C. Department of Hea~, and Human Se~mes approval ~ ~, ~.,., Reviewed and approved by: ~~ ~. ~/~ Date: 7-[~-¢z 72-013 (Rev. 9/91) MOA 25 Permit No. 2 2 SW960099 Page of Municipality of Anchorage 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 Legal Description: LOT 4, BLOCK 4, OVERLOOK ESTATES PIDNo.: 068-041-25 -APPROX. I~EK o~ HOUSE ---- FCO 11 5' 42 O' ~ ST1 265' 43.5' ST2 325' 47.0' DBL1 38,5' 51.0' c~T DBL2 40,5' 53.0' 301 39 O' 60.5' s MT1 42,0' 61.0' f, 302 64 O' 42.0' COl~ = 90.2' c~ = 89.3'7 MT2 65,0' 44.0' STg 'INAL G,~ ~ I I~1~ ' ENGINEER'S SEAL ' NO WATER FOUND 72-013 A (Rev, 9/91) MOA 25 ,... (geriifiei Driliing Eog by SULLIVAN WATER WELLS OWNER OF LAND ADDRESS LEGAL DESCRIPTION~IST 4 /~(~r. DATE ~ Started Ended · PERMIT NUMBER P.O. BOX 670272, CHUGtAK, ALASKA 99567 , TELEPHONE $88.2?59 t 1 DEPIH 0F WELL ~./~_~ STATIC LEVEL OF WATER FT _.q<~ DRAW OOWN II. GALS, PER HR ___, i/O~'l~ KIND OF CASING ~ // KIND OF FORMATION: F,om_ 0 Fl, to~ Ft"C~"~e~'//&'}{'° O~'-I~'~'t'JP From, From__ From Ft. to From__ Ft. to From~FrL to ~Ft, From___Ft. to____Ft. Frora~Ft. to Ft __ ---Ft. to~Ft ~Ft. Ft. to ____Ft.t~ , ,Ft. Ft. to __Ft _ FLto~.Ft. Ft. to FI · rom__ -Fi. to . Ft. Front_ -Ft. to _Ft._ __ From~ From, From__ MISCL. INFORMATION: I ~. [t Il ct o 'r~ra~ 6 G m,c, ,o ¢ ~ Ft. to ~Ft. to_ Ft. to Ft. Ft. lo_ DRILLER'S NAME Rick Mystrom, Mayor Municipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 June 4, 1997 Stephen C & Caroline V Lombard PO Box 770045 Eagle River, Alaska 99577 Subject: Lot 4 Block 4 Overlook Estates Subdivision Permit #SW960099, PID #068-041-25 The subject permit, issued June 4, 1996 by this office for a single family well and/or on-site wastewater system, has expired as of gune 4, 1997. 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. Crely' ~ am Manager On-site Services enc: Copy of Permit cc: S & S Engineering MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 PERMIT NUMBER:SW960099 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:LOMBARD STEPHEN C & CAROLINE Y OWNER ADDRESS:16226 JACKSON HOLE COURT EAGLE RIVER, ALASKA 99577 PARCEL ID:06804125 PAGE 1 OF 1 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT ~/[~_~D DATE ISSUED: 6/04/96 EXPIRATION DATE: 6/04/97 LEGAL DESCRIPTION: OVERLOOK ESTATES BLK 4 LT 4 LOT SIZE: 50108 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL 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 SPECIAL PROVISIONS. SPECIAL PROVISIONS RECEIVED BY: ~/~ ~ ISSUED BY: ~~/ DATE: ROBERT C. COWAN, RE, ROBERT A. SHAFER, RE. HEALTH AUTHORITY APPROVALS SEWER&WAfER MNN EXTENSIONS SEWER&WATER INSPECTION ENGINEERING STUDIES ANDREPORTS WELL INSPECTION & FLOWTEST SITE pLANS ROAD DESIGN SOILTEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSAL SYSTEM DESIGN Date: CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L Street P.O. Box 196650 Anchorage, Alaska 99519-6650 RECEIVED AUG 79 1996 Municipali Dept. Health ~t~y,o, t AnChoraa~ '~ ~urnan Ser~e~ REFERENCE: LoT The septic inspections for the referenced property were performed on $-l&-~& and ~-t&-gG. Prior to submitting the On-site Wastewater Disposal System and/or Well Inspection Report we are waiting for the ~*~a~,o~ to be completed. If we may be of further service please contact us. Sincerely, Robert C. Cowan, P.E, 17034 NORTH EAGLE RIVER LOOP · SUITE 204 ' EAGLE RIVER, ALASKA 99577 Rick Mystrom, Mayor Municipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 May 6, 1996 Stephen C. Lombard Caroline Y. Lombard 17727 Nitoanya Circle Eagle River, Alaska 99577 8522 Subject: Lot 4 Block 4 Overlook Estates Subdivision Permit #SW950044, PID ~068-041-25 The subject permit, issued April 17, 1995 by this office for a single family well and/or on-site wastewater system, has expired as of April 17, 1996. 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. Si~erely' /~ ., On-site Services enc: Copy of Permit cc: S & S Engineering 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 WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW950044 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:LOMBARD STEPHEN C & CAROLINE Y OWNER ADDRESS:17727 NITOANYA EAGLE RIVER, AK 99577 DATE ISSUED: 4/17/95 EXPIRATION DATE: 4/17/96 PARCEL ID:06804125 LEGAL DESCRIPTION: OVERLOOK ESTATES BLK 4 LT 4 LOT SIZE: 50108 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL 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 SPECIAL PROVISIONS. SPECIAL PROVISIONS: DATE: DATE: ROBERT C. COWAN, RE. ROBERTA. SHAFER, RE. HEALTH AUTHORITY 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 DISPOSAL SYSTEM DESIGN April 7, 1995 CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 'L' Street P.O. Box 196650 Anchorage, Alaska 99519~6650 REFERENCE: Lot 4; Block 4; Overlook Estates Request ~o~ to ,~otve ~h¢ ~opo~ed three bed,'too~ hou~se on the ~te{e,'teneed p~toper~. Test holes were excavated and p~rcolation tests performed. The approximate location of the test holes are located on the attached site plan. The monitoring tubes within the test holes have been checked and found to be dry. This property has enough ar~a for a future septic upgrade which can be seen on the attached site plan. If you have any questions, or require additional information for your review, please contaet us. Sincerely, Robert C. Cowan, P.E. RCC/gk 17034 NORTH EAGLE RIVER LOOP · SUITE 204 · F..AGLE RIVER, ALASKA 99577 SCALE m - mmT~emm >~ o 055 z~ · N:T;S' X-SECTiON SCALE m COVER ~4 ---3.5'~--~' EFFECTtVE SEWER ROCK ¢' DEE~ PERFORMED FOR: 2 3 7 8 10 12 14 15 16 17 18 19 20 DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST WASGROUND WATER ENCOUNTERED? Township, Range, Section: S IF YES, AT WHAT ~- ~) DEPTH? p Depth to Water After Monitoring? ~Y Date: SLOPE SITE PLAN Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE o~ r'~ {minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~ FT AND .~,-~_,1~ FT 72-008 (Rev. 4/85) TEST WAS PERFORMED IN Municipalily of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILs LOG -- PERCOLATION TEST 1 2 5 6 7 8 9 10 11 12 13- 14- 15- 16- 17- 18- 19- 20- WAS GROUND WATER ENCOUNTERED? · IF YES, AT WHAT L · 6 DEPTH? p Deplh to Water After~ Monitoring? SLOPE SITE PLAN Date: Gross Net Depth to Net Reading Date Time Time Water Drop :l$ S" 9~' l~/¥ ~ ~ q~,, ~s ~ ~ ~' i~ PERCOLATION RATE__'~ (minutes/inch) PERC HOLE DIAMETER '~O ¢' ~ TEST RUN E~ETWEEN ~ FT AND L~ ET COMMENTS PERFORMED BY: '? '( "~:"' "': '~~ / ~ ~ff~' CERTIFY TMAT T~IS TEST WAS PERFORMED IN ACOORDANCE Wl;H ALL STATE AND MUNIOIPAL GUIDELIN¢~EFFEOT ON THIS DATE. DATE: /*/3 /~ ~ 72-008 (Rev. 4/~) ON-SITE WA~i'WNATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MA'£~Lw~IAL SPECIFICATIONS Overlook Estates; Block 4; Lot 4 1. The scope of this project includes the installation of a 1000 gallon septic tank and five foot wide drainfields to serve the proposed three bedroom residence for the referenced property. 2. 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. 3. The contractor shall be responsible for obtaining any necessary underground utility locates. 4. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. On all leachfield mound systems, the property owner shall be responsible for ensuring a satisfactory vegetation growth over the mounded area. 5. 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. S~PTIC TANK INSTALLATION: 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 3. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 4. Septic tanks installed with less than 4' of cover shall be insulated. Page Two 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' 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. 6. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENC~/DRAINF]~.D INSTALLATION: 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 (roughed-up) before gravel (sewer rock) placement. J 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. 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 and installed approximately in the locations shown on the design. The portion of the m~nitoring 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. Se 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 MA~'~IAL SPECIFICATIONS: 1. Any septic tank proposed for installation must be constructed by a Municipally approved septic tank manufacturer. Page Three 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Type of Pipe Perforated Solid Cast Iron Yes -Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). A permeable nontoxic silt barrier (Typar 3401, Mirafi 140/N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. 6. Ail leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the ~200 sieve. 7. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements. INSP~IONS: 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: 1. 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. 2. 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. Page Four 3. 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 contractor's 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 ow~]er's representative and will inspect the work as stated above to document the contractor's activities. Final acceptance of the contractor's work rests with the owner and the M.O.A. 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