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Home My WebLink AboutT15N R1W SEC 18 LT 154TISN RIW Section 18 Lot 154 #051-231-21 Municipality of Anchorage : .... ", DeVelopment Services Oepadment Building Safety Division On-Site Water and Waslewater Program, 4700 S. Bragaw SL P.O, Box 196650 Anchorage, AK 99519-6650 Page ~ 'www.cl.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM ANDIOR WELL INSPECTION REPORT Permit Number: .~ ~ 0'=~(~) I C~ C) PID Number: Rever WasiewaierSystem: J~New r-Jgpgrade SEPARATION DISTANCES ~s~ic D H~d~.o D S.X.E.P. D Othee Tank Field StaUon Tank ~, ~e ~ "~': BENCH MARK . ~7034 Eagle Ri~.r Lo~ Eon~ No. ~ DeveloPmeht'S~eS Depadmen~ Approval Reviewed and approved by: ~ ~ Date: ~' 1''o? PER,,fIT NO. SW020199 PAGE 2 OF 3 DEPARTMENT OF AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.D. Box 196650 eAnchopo, ge, Atc~sko 99519-6650eTetephone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 154, SECTION 18, T15N, RIW, S.M. P.I.D. NO, 051--231--21 i ROAD I I \ " 1 ~ I I I I , I i o I I i O I I NEW TS00 GALLON I F I ST' ~ ~SEPTIC TANK I C02~ . TI ~RENCH ~FS (FLOW SPLITTER) J C___ ~3sEC2E~ ...... I I ~.: ,-,- ~o. ~-.~-.~A;,~--,~/ ...... "'"~ ~..~;:~. PERM[? NO. SW020199 PACE 5 OF .~ Municip. a!,i~_. _y_oF Anch.occg?, DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION · P.D. Box 196650,Anchorage, Alask~ 99519-6650, Telephone= :343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LECAL LOT 154, SECTION 18, T15N, R1W, S.M. P.I.D. NO. 051--231--21 ST1 ST2 /96.5' ~Jo./ ' I GALLON MT2 = 91.8 CO1 MT2 C02 vIT1._]CO1 = 96.3' / IC02 95.3' ,~-FINAL GRADE .~CO1 = 92.7' C02 = 92.9' ~MT1 = 92.0' NO WATER FOUND 85.8' B.O.H. A B FCO 17.0' 38.0' ST1 28.5' 61.0' ST2 57.5' 70.0' DBL1 40.0' 72.0' DBL2 47.0' 78.0' FS 48.5' 79.5' C01 70.5' 72.0' ,MT1 71.0' 75.5' C02 50.0' 100.0' MT2 51.5' 100.5' N. T. ~. · ,. :... ~.· " by. WATI R WELLS "'" P,O. BOX ~ CHUOIAK. ALAW'~9~II? · TLL'I/IqtON~ ~8-1'1'~ · Vl~ Ir~i~e Opening'P/pc: C3 open end P.O1 DEPTH E .rwlronmental Conse~atlon. ; .... .. P. O. Box 220141 Anchorn~e, AK 99522-0141 June 28, 2002 Municipality of Anchorage On-Site Water and Wsst'ewater P. O. Box 196650 Anchorage, AK 99519-6650 Dear Sir or M~am: I nm ~out tn begin &e process of im~ltng a ~rench septic system on my property. The system has been designed by S & $ Engineering according to your specifications. I am very familiar with septic systems and have been in the sheet metal and plumbing trades for over 35 years. My friend, Nell Hermon of Hermon Bros. in Palmer, has been installing septic systems for 45 years and will be helping me initail my system according to your requirements and specifications. Sincerely, Reginald H. Bever I]OI]ERr C, COWAN. P.E. I'IOBERT A. SHAFER. RE, CIVIL ENGINEERS (907} 694-2979 FAX (907) 694-12 .~EW~II& WAIEIt II~P[CII(',~I ENC.,U~ER1flO g ftJ~fEg N~O rtEf'Olllg I~TLL IHSf~Clt(~ & FLOW IEST SItE~ SOItTEST Esr Slfll)cIUfl/4. t MECH~7~L 114~F~CTI~('~3 Hunictpaltty of Anchorage DEPARTHBNT OF IIEALTI! AND ROMAN SERVICES 825 Y, Street P.O. Pox 196650 Anchorage, Alaska 99519-6650 REFERENCE: The .eptic inspect, ions for t)~e ~eferenced property were performed on ~/~/O~- and 9/~/D~ . Prior to submitting the On-site wastewater DispoSal Syste~ and/or Well Inspection Report we are waiting for the ~$-6~;/~Surq~ to be completed. ' If we may be of further service, please contact us. Sincerely, Robert C. Cowan, P.E. 7o34 NORI I I EAGLE RIVER LOOP t, SUITE 204 · EAGLE RIVER. ALASKA 99577 MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Jul 01, 2002 Expiration Date: Jul 01, 2003 Permit Number: SW020199 Legal Description: T16N R1W SEC 18 LT 154 Design Engineer: 0003 S & S Engineering Owner Name: Sally & Reginald Bever Owner Address: PO Box 220141 Anchorage, AK 99522- Parcel ID: 051-231-21 Site Address: Lot Size: 108900 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 DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 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: '~~ '~ ~ Issue d By: ~O~C,J't'/ ~, ~ Date: "7//' Parcel I.D. Mtntldpalliy of A tchorage beVelopmerl{: Sei'Vlces Department Building Safdy Dlvlslon On-Site Water and Waslewater Program J,700 Soulh Bragaw St. P.O. Box '196650 Anchorage, AK 99519-6650 www.cl.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Permit Number.SWOZO/qq Property owner(s) ~ ×\\,j ', ~ t,,,.~\ct ~,\ ,:~ Ma~ling address (1) ~.G, ~ ~O~ Mailing address (2) ~~~ Legal description (Lot, Block & Sub'&) Legal description (Section, ToWnship & Range) Lot Size Day phone Zip Code THiS THiS APPLICATION IS FOR: Sewer Only ~ Sewer and Well [] Sewer Upgrade [] PROPERTY CONTAINS: Hot Tub [] swimming Pool ~-~ Therapy Pool [] Well Only Water Storage Jacuzzi [] Water Softening Unit [] I certify Ihat the above information Is correct. I further cedify that fl~ts application Is being made for a Single Family bwetltn~l and Is In accordance with applicable Municipal Codes. (Slgnalure o! properly owner or aulhorlzed agent) Permit Fees: /'/Oh ' ' Waiver Fees: Date of Payment: (,o/~ ~/0 *'Z- Date of Payment: Receipt Number: O ~.. I ~ q ~ Receipt Humber: (Rev, t2/00) 17034 Eagle River Loop Road, No. 204 Eagle River, Alaska 99577 ROBERT C. COWANo P.E. June 20, 2002 CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-12! I SEWER&WATER ld~JN SEWER&WATER INSPECTION WEU. INSPECTIO~d & FLOW TEST StTE ~ ROAD D~SIGN $OILTEST I~RCOLATION TEST MECHANICAL II~PECTIONS W~TEWATER I~SPC~ALSY~TEM DESIGN MUNICIPALITY OF ANCHORAGE Development Services Department P.O. Box 196650 Anchorage, AK. 99519 REFERENCE: Lot 154, T15N, R1W, Section 18, S.M. It is requested that you issue a permit to install a proposed septic system to serve the three-bedroom dwelling on the referenced property. A permit (#SW020174) has already been issued for drilling of a well. A test hole was excavated and a percolation test was performed. The approximate location of the test hole is indicated on the attached site plan. At the time of excavation 5/25/02 water xvas not found. After seven days of ground water monitoring the test hole was found to be dry on 6/4/02. We do not anticipate any adverse effects on neighboring wells, septic systems, reserve areas or drainage patterns by the installation of the proposed septic system. The construction of this system will not prevent any future development on any of the adjacent properties. If you require additional information, please contact us. Sincerely, Robert C Co~an, RCC/jhm Enclosures 17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER. ALASKA 99577 Performed For:. Legal Description: Municipality of Anchorage Development Services Department Building Safely Divtslon On-Site Water and Wastewater Program 4700 South Brogaw SL P.O. Box '196650 Anchorage. AK 99519-6650 www.~.anchoraqe.ak.u$ (9O7) 343-79O4 Soils Log - Percolation Test Slope 2- 3- 4- 5- 6- 7- 8- 9- 11- 12- 13- 14- 16- 17- 18- 19- 20- ~oH Site Plan w~ O.ouHo W^TE. E.COUr,TE.EO? ./',! O '"'" L IF YES. AT WHAT DEPTH? O Depth ,o Wa,er Afte, 9~i....V MonitoringS' ~te: Reading Date Gross TimeHel Time Depth lo Water Net Drop o _ ~o ~o / ~)z" ~,?z' ~o ~o ~ ~ ~'/z" ~o ~o I ~ ~" ~ '/~" PERCO!.~TIOH PATE ~, '~ (m~ufes,lnch) PERC HOLE DIAMETER ~:~ ~' TESTRU"BE~Erl ~ ' AND ~, ~ FT COMMENTS ~M/~ ~,'~d ~ c P~J~ ~ ~ 0~ PERFORMED BY: r-J, | c ~5 ~,.l~l:)i-Jf..~_. l 'J~j/~---- CER,IFY THAT ,HIS ,EST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: {~/~/0 ~- ROBERT C, COWAN, P,E. SE'W~R & WATER MAIN EXTENSIONS ,~c'WER & WATER INSPECTI(~q ENGINEERING STUOfE$ ANO REPORTS W~LL INSPECTION & FLOWTEST ~0tLTEST PERCO(ATION TEST W~TEWATER I:X~PO:~N. SYST EM DES~G~ CML ENGINEERS (907) 694-2979 FAX (907) 694-1211 ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS REFERENCE: Lot 154, T15N, R1W, Section 18, S.M. June 20, 2002 GENERAL: The scope of this project includes the installation of a 1000 gallon Premier polyethylene septic tank and a new trench to serve the proposed three bedroom residence located on the referenced 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. o 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 RIVER, ALASKA 99577 Page 2 Lot154, T15N, RtW,$ectlon 18,5. M. June 20, 2002 o 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 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 (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 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 154, T15N, RIW, Section 18, $. M. June 20, 2002 MINIMUM MATERIAL SPECIFICATIONS: Any septic tank proposed for installation must be constructed by a Municipal approved septic tank manufacturer. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Type of Pipe Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal). A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements, which ever requirement applies. INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: Page 4 Lot154, T15N, RIW,$ectlon t8, S; M. June 20,2002 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 xvill be more than these 3 inspections required. Especially xvith 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. 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 MUNICIPALITY OF ANCHORAGE Deve/oprnent Sen4ces Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WATER SUPPLY PERMIT Initial Date Issued: Jun 17, 2002 Expiration Date: Jun 17, 2003 Permit Number: SW020174 Legal Description: T15N RIW SEC 18 LT 154 Design Engineer: 0003 S & S Engineering Owner Name: Sally & Reginald Bever Owner Address: PO Box 220141 Anchorage, AK 99522- Parcel ID: 051-231-21 Site Address: Lot Size: 108900 SQ. FT. Total Bedrooms: 3 Permit Bedrooms: 3 This permit is for the construction of: [] Disposal Field [] Septic Tank r-~ Holding Tank [] Privy [] Private Well [] Water Storage Ail 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 DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 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. 5: The following special provisions. WHEN THE WELL HAS BEEN COMPLETED AND SATISFACTORY WATER PRODUCTION HAS BEEN DETERMINED, THE WELL DRILLER SHALL PLACE AN APPROVED SANITARY SEAL ON THE WELL HEAD AND NO PITLESS ADAPTER OR PUMP SHALL BE INSTALLED UNTIL AN APPROVED WASTEWATER DISPOSAL SYSTEM HAS BEEN CONSTRUCTED. Received By: Issued By: ' / Date: ~ fi ~' /<2 "Z. Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parce ,.O. Permit Number SW Properly owner(s) Mailing address (1) Mailing address (2) Day phone Zip Code °t~ Legal description (Lot, Block & Sub'd.) Legaldescription(Section, Township & Range) ~-o¥ 15~. ~5hl, ~. 5r.c. I~1 9'/~' Lot Size ~/- Number of Bedrooms '~ APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool [] Well Only [] · Water Storage Jacuzzi Water Softening Unit THIS THIS I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit Fees: Date of Payment: Receipt Number: (Rev, 12/00) Waiver Fees: Date of Payment: Receipt Number: 17034 Eagle River L~op Roed~ No. 204 · Eagle River, Alaska 99577 HEN.TH AUTHOfllTY APPROVALS SEWER&WATER MNN EXT~ION~ SEW~:R & WATER I~SPECTION ENGINEERING STUOIES ANDREPORTS ~ELL II~PECI1ON & Fi. OW TEST S~I'E P~eZS SO[TEST PEnCOLATION T~ST STRUCTURAL & I~t~PECTIONS C~ Sn'E W/~TEWATER DISP(~AL SYSTEM CES~GN ',meeeznq ROBERT C. COWAN, RE. ROBERTA. SHAFER, RE. June 10, 2002 MI. YNICIPALITY OF ANCHORAGE Development Services Department P.O. Box 196650 Anchorage, AK. 99519 CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 REFERENCE: Lot 154, T15N, R1W, Section 18, S. M. It is requested that you issue a permit for an exploratory well to serve the proposed three bedroom dwelling on the referenced property. We are currently developing the referenced lot to include an onsite ~vater and wastewater plan. (Please see enclosures.) Further development of the above referenced property is contingent on useable water source. It is requested that a permit be issued to drill an exploratory well to verify an available water source before a fina~ plan for site development can be completed. A site development design plan for an onsite water and waste~vater system will be submitted at a later date, depending on findings of the exploratory well drilling. We do not anticipate any adverse effects on neighboring wells, septic systems, reserve areas or drainage patterns by drilling an exploratory well & it ~vill not prevent future development on any ofthe adjacent properties. If you require additional information, please contact us. Sincerely, Robert C. Cowan, P.E. RC C~j hrf~L! 54_Scc i S_lnrmit..cz plorc-well Enclosure(s~ Soils Test Form 17034 NORTH EAGLE RIVER LOOP · SUITE 204 * EAGLE RIVER, ALASKA 99577