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Home My WebLink AboutKNIK VIEW BLK 1 LT 8KnI*k Vi*ew Block I Lot 8 #051 � 031 � 31 Municipality of Anchorage Development Services Department B u~'ld'mg Safety Division On-S;te Water and Waste'~ater Program, 4700 S. Bragaw SL P.O. Box lg0050 Aflchorage. AK 99519.~650 v,,ww.ci.anchomge.ak.us (907) 343-7S04 Permit Number. .-~ LO 000 Lit ~:~ '~ LEGAL DESCRIPTION ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Wastewater System: ~'New [] Upgrade Well: [] New [] Upgrade SEPARATION DISTANCES ABSORPTION FIELD ,,. Septic n Holding [-t $.T.E.P. n other. Septic Absorption Utt Holding Put;~'P,W~Ie u~--~ · [')1 t · C~a~ -- . 3;' Il' ~' V ~'~/ ~+,~ BENCH MARK · .17034 g n.- · -" Inspections pedormed Dy. ~ River, Ala~k~9~ ~[es. ~ DeVeloPment Semices Depa~ent Approval p£Rstlt ~0. SW000427 PAC~ _ 2 OF 3 Municipo_.[i¢. y _o, ,f' DEPARTMENT OF HEAL/H ANU HuMAr~ SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 e_Anchor~ge, A[~sk~ 99519-6650eTeteph°ne; 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL iNSPECTION REPORT LEGAL LOT 8, BLOCK 1, KNIK VIEW S/D P.t.o. No. 051-031-.51 LOT 7 / I / 1300 GALLON~ -PUMP BASIN T2 ~._10' OR TE ELECTRIC EASEMENT ALDER EDGE OF' PAVEMENT LEA? COUR? /~-----T-RACT A PERMIT NO. $W000427 PAGE 5 OF 3 MunJcJp. oJ.J-t of' .A.n c h.q .r' g g.e. DEPARTMENT OF HE . _TH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.D. Box 196650 ·Anchoroge, Atask(l 99519-6650 · Tetephone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LECAL LOT 8, BLOCK 1, KNIK VIEW S/D P.I.D. NO. 051-031--51 ST1 ST2 C01 z- 96.0' 2"_ INSULATION-~ ~/__.. 4,_~ 01300 GALLON - [, SEPTIC TANK L MT2 MT1 .. / //-FINAL GRADE MT2 DISTRIBUTION PIPE 98.5' sa 94.5' / '~ MT1 = 94.5' NO WATER FOUND 88.5' B.O.H. PRESSURE DISTRIBUTION SYSTEM: PUMP = BLASTER 20EB05 ~30 GPM I LATERALS ~ 49' LONG = 30 GPM/LAT. 30 HOLES (t.?' O.C.) = ~1 OPM/HOLE 3/16"e HOLES FACED DOWNWARD t"e LATERALS A B C FCO 8.5' 28.0' - ST1 10.0' 31.0' - ST2 12.5' 34.0' - CO 15.0' 56.0' - MH 17.0' $8.5' - MT1 65.5' - 98.0' MT2 60.0' - 68.0' MUNICIPALITY OF ANCHORAGE Department of Health and Human Sen, ices On-Site Sen, ices Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Oct 06, 2000 Expiration Date: Oct 06, 2001 Permit Number: SW000427 Legal Description: KNIK VIEW BLK I LT 8 Design Engineer: 0003 S & S Engineering Owner Name: M2C1 Construction Owner Address: PO Box 670045 Chugiak. AK 99567- Parcel ID: 051-031-31 Site Address: Lot Size: 21426 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. Ail 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. Date: /o-/o - o~, September 29, 2000 ROBERT C. COWAN, P.E. CML ENGINEERS (907) 694-2979 FAX (907) 694-12 ! I MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot $, Block 1, Knik View S/D ROAD E~$IGN TEST It is requested that you issue a permit to install a septic system to serve the proposed three bedroom dwelling on thc referenced property. Two test holes were excavated and percolation tests performed. The approximate locations of the test holes are located on the attached site plan. At the time of excavation, 9/5/00, water was not found. After ground water monitoring, the 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, RCC/b. ij Enclosure 17034 NORTH EAGLE RNER LOOP · SUITE 204 * EAGLE RIVER, A/.~KA 99577 ;'~; LOT 8, B.J.J. erlllg 3 BDRM = SOILS = 1.2 GPD 450/1.2 = 375 DRAINFIELD CRITERIA: / 6.0' DEEP 4.0' EFFECTIVE / 5.0' WIDE / 38' LONG LOT 10 / Z LOT 1 Z BLOCK R.C.C. :¥. / T. REQ'D! / / KEYBOX KNIK VIEW S/D 9-27-00 1 OF 1 CONTRACTOR IS REQUIRED TO OgTAIN UTILITY LOCATES PRIOR TO ANY EXCAVATION WORK, / / / / LOT 7 ~ ~ PROPOSED 1OO0 HDPE SEPTIC TANK PROPOSED -PUMP BASIN THOle, MTT'CO FCO ~ CO EDGE OF PAVEMENT LEAF COURT ~ ~-',-- . ....... :,..\',,.~,~% A [)EPRRTMENT OF I.IEALq I I & I IUUAN SERVICES ........ , 825 "L" Shed. Al~chmag~, Alaska 09502-0650 SOILS LOG -- ~ERCOLATION TEST Towushlp, Ila,ge, Secllon: SLOPE ·., ,~ ~: .~.~.._.._.~.*o o SITE PLAN -+ lO- ~ *' WASGROtJNI}WA1ER IciqCO(JNTERED? ~ O ~ 0 IF lES. AT WIIAT p ~ 0 ' E ~tp~ ~ Wde~ AFter 14 ' Ileading Oale Time lime Water D*op 15' ~ '~ 19- 2U- COMMENlS f'EI1COLAIION I1A1E ~'~ Immules/mchl I'EflC I IOLE DIAME I El! /~ IESl I~Ul,I OEt~VEEI'I ~ F1 AhO ~/ F1 5&5 ENGINEERING PEI1FOIIMEI:) bY: -170~%~4~R~'-L~R~N4).-,~ CERlIFY IlIAI 1Ills TEST WAS PEIIFOItMEU ACCOnDANCE WI~E&~L GUIDELIIIES 1t4 EF~ECl OtJ Tiffs DALE. DAIE: * )O /~/~ 0 72 ~8 (~ev. 4/B5) M~.miclpalily el Anchorage DEPARTMENT OF ilEAL*Ill & tIUMAN SERVICES 825 "L" St~'eet. Ai'~chorage0 ^laska 99,502-0050 SOILS LOG -- PERCOLATION TEST LEGAL DESCRIPIION: L,-~,~ ~ { ~-,,31 ~- ~',~' u3 Tow.ship. Range. Section: SLOPE ~ ~/' SITE PLAN 13- N WAS GROUND WATER ENCOUNTERED? Noniloflng? 19- 20- PERCOLATION RAIE '~'~ Immules~mch) I'ERC IIOLE DIAME1ER ~' 1ESII~UNBETWEEN ~//t'~'' FIAND '~'~"J"' I:1 COMMEN1S 17034 Eagle River Lo,o~ R a TEST ROBERT C. COWAN. P.E. CMLENGINEERS (907) 694-2979 FAX (907) 694-1211 ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS REFERENCE: Lot 8, Block !, Knik View S/D September 29, 2000 GENERAL: 1. ~e sco~ of ~s ~oject includes ~e i~mllation of a 1000 g~lon Premier HDPE septic ~4~d a new ~nch to se~e ~e pro~sed ~e ~droom rest&nee located on ~e referenced pro~. 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. SEPTIC TANK INSTALLATION: A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 17034 NORTH EAGLE RIVER LOOP * SUITE 204 * EAGLE RNI[R. ALASKA g9577 Psge 2 Lot 8, Block t, Knlk View $/D September 29, 2000 All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 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 TRENCIUDRAINFIELD 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 (rafted-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 mast 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 8, Block l, Knik View 8/D September 29, 2000 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: Type of Pipe Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (ttDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type ofpipe other than listed above must be approved by the inspecting engineer. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Feroco, 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. 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 wastcwater disposal system. These inspections will occur as follows: Page 4 Lot 8, Block 1, Knlk View aiD September 29, 2000 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. 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 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 owners 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 xvill not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/INSTALLER