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Home My WebLink AboutOUR MOUNTAIN BLK 2 LT 11Our' Mountain lock Lot 11 , 051 - 111 -56 Development Services Department Building Safety Division ~-~'~t 4 On-Site Water and Wastewater Program, 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 Page ! of www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: sw990059 PID Number: 051-111-56 Name: AARON SCHUERGER WastewaterSystem: [] New [] Upgrade Address: 8441 STACEY CIRCLE, ANCHORAGE AK. 99507 ABSORPTION' FIELD Phone: Number of Bedrooms: 3 [] DeepTrench [] Shallow Trench [] Bed [] Mound [] Other: Soil Rating: Total Depth from original grade: LEGAL DESCRIPTION 0.8 OPD/Ft2 2.5' Ft. Block: Lot: Subdivision: Depth to pipe bottom from odginal grade: Gravel depth beneath pipe: 2 11 OUR MOUNTAIN -0.4' Ft. 2.1' Ft. Township: Range: Section: Fill added above original grade: Gravel Length: -2.3'TO-2.8' Ft. 80.0' Ft. Gravel width: Number of lines: I Distance between lines: Well: [] New [] Upgrade 5.0' Ft. 1IN/A Ft. Classification (Private, A, B, C): Total Depth: Cased to: Total absorption area: Pipe Material: PRIVATE 220.0' Ft. 73.0' Ft. 563.0' Ft2 ASTMD3034/F810PVC Driller: Date Drilled: Static Water Level: Installer: Date Installed: SULLIVAN WATER WELLS 4/21/99 81.0' Ft. EAGLE MTN. EXCAVATING 5-7-99 Yield: I Pump Set at: I Casing Height Above Ground: 1.3 GPMI UNKNOWN Ft.I 2.0' Ft. TANK SEPARATION DISTANCES [] Septic [] Holding [] S.T.E.P. [] Other: T~. TO Septic Absorption Lift Holding )ublic/Private Manufacturer: Capacity: Frem~ Tank Field Station Tank Sewer Line ANCHORAGE TANK 1000 Gal. ! Material: Number of Compartments: Well 100.0' 100.0' - ........................... 25.0' STEEL 2 Su~aceWater 100.0' 100.0' - ........................... ~ / LIFT STATION Size: Manufacturer: Lot Line 5.0+' 10.0' - ........................... N/A Ga~. "Pump on" level at: "Pump off" level at: in. High water alarm at: Foundation 5.0+' 10.0' - ........................... in. in, Pump Make & Model Electrical Inspections performed by: Curtain Drain .............. NONE KNOWN .............. Remarks: BENCH MARK Location and Description: TOP OF FOUNDATION @ POINT "A" Assumed Elevation: 100.0' Ft. ~ Engineering E Bgi. n ef~ r'S'~Sta~...1~- Inspections performed by: 15861 S. Blrchwood Lp. Rd, Dates: 1 5-5-99 ,~' ". Development Services Department Approval //'"~..' :'. ', "~ ':':.':,-~,, Conditional Approval Reviewed and approved by: ti: ,.¢ PERMIT NO. $W990059 PAGE 2 OF 3 Municipo. Lidsy of' Anchor'age DEVELOPMENT SERVICES DEPARTMENT - BUILDING SAFETY DIVISION ON-SITE WATER AND WASTEWATER PROGRAM, &700 BRAGAW STREET P.D. Box 196650 ·Anchora9e, Ataska 99519-6650 ·TeLephone'. (907) 343-7904 ·www.ci.oncho~'e. ge.ok.us ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 11, BLOCK 2, OUR MOUNTAIN S/D LBT NEW 1000 .. SEPTIC TAN. K C01 MT1 TH#1 · . C02 II TH#2 / / II ' '. DBL1 II .." ~T2 NEW SHALLOW TRENCH LF1T 9i 3LF1CK 2j BUR FI[3UNTAIN S/D P.I.D. NO. 051--111--56 BEDRQgM HOe2E / / / / / / / / ,. / I t / t I / 40' PERMIT NO. SW990059 PAGE 3 OF 4- MunicipaLi~cy of Anchonege DEVELOPMENT SERVICES DEPARTMENT - BUILDING SAFETY DIVISION ON-SITE WATER AND WASTEWATER PROGRAM, A700 BRAGAW STREET P,B, 3ox 196650 ·Anchora9e, A(aska 99519-6650 I Telephone', (907) 343-7904 ·www,ci,ancho¢o9e,ak,us ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT11, BLOCK 2, OUR MOUNTAIN S/D P.I.D. NO. 051--111--56 / FROSTY DRIVE / / L/ / / / ,d/ / ~/ / / L:r lo~ SL:c~ a / '~"~ "-,.~ / / / / \ C01 MT1 BUR ~BUNTAIN PERMIT NO SW990059 PAGE 4 OF 4 Municipo, liflsy of Anchor'o. ge DEVELOPMENT SERVICES DEPARTMENT - BUILDING SAFETY DIVISION ON-SITE WATER AND WASTEWATER PROGRAM, /+700 BRAGAW STREET P,D, ]3ox 196650 ·Anchorage, A~asko, 99519-6650 ·Tetephone: (907) 343-7904 ·www,ci,o, nchorc, ge,o,k,us ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 11, BLOCK 2, OUR MOUNTAIN S/D P.I.D. NO. 051--111--56 ST1 =95.7' ST2=95.1 ' 2"-INSULATIOKI FINAL GRADE · INLE NEW 1000 =90 5' OALLON ' SEPTIC TANK CO1 COZ MT2~ ~ ~MT1 CO1 = qH AL ORIGINAL MT3 88.2,_../,!1 ~~C02 = 90.3' = MT1 : 88.2' 93.0' 93.5' GRADE GRADE NO · WATER FOUND 75.7' B.O.H. A B FCO 22.0' 1 6.5' ST1 59.5' 54.0' ST2 44.5' 59.5' DBL1 46.5' 61.5' DBL2 47.5' 62.5' C01 75.5' 64.0' MT1 72.0' 62.5' C02 76.0' 102.5' MT2 72.5' 98.5' N. T. S. · by 5ULLIVAH WATER WELL, P.O. BOX S70~27~. C..HUGIAK, N.ABiCA 11Sa7 · TELEPHONE P, 2 ADDRESS LEGAL DESCRIPTION PERMIT NUMBER_.~[..~~ Data of Issue__~..- I ~-~ T~ INDENTIFI~TION NUMBER O~/ - Me~od of Drilling: ~r Depth of ~11: ~ ~ Diameter G It I~ches, dep~ Liner Type; ~.~, v4 E , casing Stickup Above Ground: -% Static VVa[ar Level (from ground level): Pumping [evel:~at after . ~'1 fe.t hrs. pumping Recover Rate: _ / , ~ Method of Tasting'. Well Intake Opening Type: I~ Screened; Start gpm {~l Open End ~ Hole feet stopp.~ .~~ 0 Peri.ohs start ~f~ Depth:'fmm_ I:~ feel., to .. Pump Intake Depth: Pump Size hp Brand Name VVell Diainfectad Upon Completion? ~ C~ No Method of Disinfection: ~"*/./4 ,~4,,-~, ICommen~s: ' feet feet feet Driller's Name ATTENTION: It ia the responsibility of rrm property owner to sul=mit m copy of the well leg ta the proper authority. Municipality of Anchorage: Department of Hsalth & Human 5e~vice~ end/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conserva~dan. Z~ ~ z_T II p,'0/¢¢ 5//1~,. MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (gO?) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Apr 15, 1999 Expiration Date: Apr 14, 2000 Permit Number: SW990059 Legal Description: OUR MOUNTAIN BLK Design Engineer: 0003 S & S Engineering Owner Name: Arron Schuerger Owner Address: 8441 Stacey Circle Anchorage, AK 99507- 2LT 11 Parcel ID: 051-111-56 Site Address: Lot Size: 47579 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 15.65 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 (907) 343-4744 ( 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: ~V~ ~------. ~ Date: Issued By: /'~'~"~'~:~ ~---~ J/~'~ Date: ~'/~' ?? MUNICIPALITY OF ANCHORAGE Department of Health end Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Apr 15, 1999 Expiration Date: Apr 14, 2000 Permit Number: SW990069 Legal Description: OUR MOUNTAIN BLK Design Engineer. 0003 S & S Engineering Owner Name: Arron Schuerger Owner Address: 8441 Stacey Circle Anchorage, AK 99507- 2LT 11 Parcel ID: 051-111-56 Site Address: Lot Size: 47579 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [~] Septic Tank E~ 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 Cede 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 (907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under constnJction during freezing weather must be either. A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. WATER ,~VER & WAT E.q I1~ ENG~NEE]:IING STUOIES AND REPORTS W~LL INSPECTION & ~ T~T SITE SOIL. TEST PERCOLATIO~ TEST STRUCTURAL & o~ ,~TE WASTEWATER I~SPC~ SYSTEId ;znee in RECEIVED APR 0 9 1999 MUNICIPALITY OF April 8, 1999 C. COWAN, P.E. CML ENGINEERS (907) 694-2979 FAX (~)7) 694-1211 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 11, Block 2, Our Mountain Subdivision Request you issue a permit to drill a well and install a septic system to serve the proposed three bedroom dwelling on the referenced property Two test holes were excavated and percolation tests performed. The approximate location of the test holes are located on the attached site plan. At thc time of excavation 3/29/99 water was not found. After seven days of ground water monitoring the monitoring tube was dry. We do not anticipate any adverse effects on neighboring wells, septic systems, reserve areas or drainage patterns by the installation of the proposed septic system. The construction of this system will not prevent any future development on any of the adjacent properties. If you require additional information, please contact us. Sincerely, Robert C. Cowan, P.E. RCC/bjj Enclosure 17034 NORTH EAGLE RIVER LOOP * SUITE 204 . EAGLE RIVER, AI.A~KA 99577 inrrring PllOfl£1 (go7)Gg4-2~J7g r~xl (soT)6g4-~2~ ~ LL)'I' 11, 15LUL;I~ B.J.J. [ R.C.C. DESIGN CRITERIA: 3 BDRIvt = 450 GPD SOILS = 0.8 GPD/SQ.FT. 450/0.8 = 562.5 SO.FT. REQ'D. TRENCH CRIT 3.0' DEEP 2.0' EFFECTIVE 5.0' WIDE ( 0.7") 79.0' LONG w > TRACT I / ,/ LOT 12 LoT- 10 TRACT 3 LOT 9 ~2 UUK MU LJN'I'AIN 4-8-99 1 OF 1 JHORSE CORRAL I.'I(OS'TY DRIVI,: 10' Ul EASEMENT WELL LOT 11 ~ELL/ 7 CONTRACTOR IS REQUIRED TO OBTAIN UTIUTY LOCATES PRIOR TO ANY EXCAVATION WORK. NO ~/ELLS WITHIN 200' OF SEPTIC AI,L I'OI(TION$ OF SY.~'I'Ebl ~- ~K-PTiC WlTII LESS THAN 3.5' OF COVER REQUIRE INSULATION. / /STRUCTURES, EASEMENTS. OR ENCROACHMENTS SHOWN ON THIS SITE PLAN ARE AS SHOWN ON AN AS-BUILT SURVEY DRAWN BY: WILLIAM D. FLEMING IT IS THE RESPONSIBILTY OF THE CONTRACTOR I TO VERIFY EASEMENTS, REQUIRED SEPARATION DISTANCES. AND PROPERTY LINES PRIOR TO CONSTRUCTION. ~N~ ENgiNEER hk~Y vM~r ~ [X~CT ~ NdD (~S~GN PAJ~ IN 1HE FIELD. #' N~CI:SS~Y. TO m~LrT SJT( CO~IXTIOh'S. Municipality ol Anchorage. DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street. Anchorage. Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: LEGAL DESC.,PT,O.; · ' ..... DATE PER FORMED~:I }', ~ Township. Range, Section: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 COMMENTS WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT ~.~ J DEPTH? Moaitoring? '~ ¢'"~'1 Date: SLOPE SITE PLAN I R#ding DIII Grosl Nit I Dll:)th to Net Time Time Wltlr Drop ~ -3 ~ .',. ,~ /.:, '/,~" $ ' PERCOLATION RATE /0 (m~nuteu,nch) PERC HOLE DIAMETER TEST RUN BETWEEN~-"~; ~ FT AND /'~/') FT ~,i , 1,/ 17034 E.gl. R|ver Loop Ro-d No. 204 GUIDELINES IN AC CO R DAN C E WITI~ ~gll~'~'i~[l~, '~ ~lS~ll 72-008 (Rev. Municipality of Anchorage. DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPTION: L~ II /~ '2. ~ ~ ..... ../..'~.-~.~ ...... ~ ....... DATE "ER~ORMED~ ' ~'-'~' I~'~ Township, Range, Section: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 COMMENTS CF-- WAS GROUND WATER ,~/~. ENCOUNTERED? YES, AT WHAT DEPTH? Moltitorillo? -. SLOPE SITE PLAN o Reading Date Gross Net Depth to Net Time Time Watlr Drop / ,/. f.,/~ ¢, _-- PERCOLATION RATE /~" {m~nute~'mcrt) PERC HOLE DIAMETER /"" TEST RUN BETWEEN~"~' ~ FT AND ~ ~'' F'T $ & $ ENGINEERING _'~.,~'~ ~/~ I . T._.__ CERTIFY THAT T~IS TEST WAS PERFORMED IN PERFORMED 8Y~/u~ Eagle Eiver Loop Rc.d No. 2~ / ' ~ / /~. ACCORDANCE ~~~ ~PAL GUIDELINES IN EFFECT ON THIS DATE. DATE 72~ (R~. ROBERT C. COWAN, P.E. SEWER & WATER I,~N EXTENSIONS WATER E~G~N~EI~NG STU~ES REPORTS WELL INSPECTION &~TEST ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTUR,N. & MECHANICAL INSPECTIONS ON SITE WAS~ATER 01SP(~&M. SYSTEM OF. SIGN ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAI. SPECIFICATIONS REFERENCE: Lot I 1, Block 2, Our Mountain Subdivision April 8, 1999 CIVIL ENGINEERS (907) 694-2979 FAX (907) e94-1211 GENERAL: The scope of this project includes the installation of a 1000 gal'.on septic tank and leachfield trench for the proposed three bedroom house located on the referenced property. Construction shall be in accordance with the approved site pla,~ and design drawings, Municipal permit with any special provisions or conditions, and all ~,pplicable 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 fi.om 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. SEPTIC TANK INSTALLATION: A septic tank is to be constructed by a certified septic tank manufaclurer. Construction shall include two 4" cleanouts for pumping access. The septic tank shall be sufficiently bedded to prevent settling or shining of the tank. All 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 2 Lot 11, Block 2, Our Mountain S/D Apr 8, 1999 Septic tanks installed with less than 4 fL of cover shall be insulated. A foundation cleanout shall be installed one to four feet bom 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 I0 fL 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: 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. 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. 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. 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. Page 3 Lot 11, Block 2, Our Mountain SfD Apr 8, 1999 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 septi~ system installations in the Municipality of Anchorage: 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. Insulation shall be at least 2" thick extruded direct burial polyst~Tene (Dow Chemical Company Styrofoam HI or equal). Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal). A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leaehfield 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. 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. 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: · Page 4 Lot 11, Block 2, Our Mountain S/D Apr 8, 1999 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 bacldilled before this inspection. 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. 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 xvill no.t 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. 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