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Home My WebLink AboutHAMANN LT 10 REMOnsite File Hamann Lot 10 REM #050-611-08 MUNICIPALITY OF ANCHORAGE meat On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road a �. Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 `n http:liwww.muni.orglonsite Ihl�<irtui�€i� On -Site Wastewater Disposal System Permit Permit Number: OSP201338 Effective Date: 9/25/2020 Work Type: Septic Upgrade Expiration Date: 9/25/2021 Tax Code Number: 05061108000 Site Legal Address: HAMANN LT 10 REM G:0161 Site Mailing Address: 24625 JEM CIR, Eagle River Owner: HAUGSVEN GAIL L K Lot Size in Sq Ft: 95390 Design Engineer: NORTH RIM ENGINEERING Total Bedrooms: 4 This permit is for the construction of: Q Disposal Field CEJ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (2417). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Received By: Issued By: L,' , C' 'C ' 4z vZ �� ° LC./2e, ,G Date: / Date: MUNICIPALITY OF ANCHORAGE Development Services Department .y. , Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTIC/WELL PERMIT APPLICATION Parcel I.D. 050-611-08 Property owner(s) HaugSyen Mailing address 24625 Jem Circle Site address same Day phone 227-6495 Legal description (Sub'd., Block & Lot) HAMANN L10 REM Legal description (Township, Range & Section) Lot Size 95390 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field Fx_1 Initial ❑ Single Family (SF) 0 (w/wo ADU) Septic Tank 0 Upgrade Q Duplex (D) ❑ Holding Tank ElRenewal ElMultiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: _� q y (0o a 5 C'0V 1b-1I)Waiver Fees: Date of Payment: 'y— 2_ �_. Z U Za Receipt Number: n73St( ➢ Permit No. OSP ") 01339 Date of Payment: Receipt Number: Waiver No. GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc SteveEng.com Steve Eng, PE, PH 907-694-7028 SteveEngPE@gmail.com Date: 9/24/20 Number of Pages: To: MOA On-Site Services Subject: Hamann L10 REM Septic System Upgrade The septic tank has collapsed & needs replacement. An open hole is dangerous for someone to fall into. A new test hole found favorable soil for a new septic system, no bedrock/groundwater at depth. A new design is submitted to mitigate this damage. The design calls for a new trench and a new septic tank. Slopes and easements are depicted on the drawing. The terrain is generally sloped at the trench site, and the remainder of the area; a cut-bank along the road edge. The system design size is a single family at 4 bedrooms. A new survey was completed by Lang-attached. The cut-bank stated above falls into the steep slope provisions: Natural vegetation within fifty feet down-gradient of the disposal field shall remain undisturbed- vegetation above & within the road cut-bank will remain in place. The perk rates & vertical separation comply with the steep slope provision. The cut-bank has been in place many years with no sign of deleterious effect from trench proximity. Please review the wastewater system design for the existing single family home. I have included design plans & specs, design guidelines, & soil test. If there is need for additional information or clarification please give me a call. No adverse effects to adjacent properties will occur. Thanks-Steve Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201338, Rebecca Carroll, 09/25/20 SteveEng.com Hamann L10 REM SPECIFICATIONS & DESIGN GUIDELINES Wastewater System Sizing: This is an existing 4-bedroom, single family home, in a developed subdivision. This is a very large lot with no conflicts. A new trench is planned + new 1250 gallon septic tank. The existing trench to be connected via diverter valve. No adverse impacts are expected from trench/tank upgrade. No conflicts to the other lots will take place by this septic system construction upgrade. A new soil test reveals Silty Sand SM w/ Gravel. An application rate of 1.2 GPD/FT0. Trench Length = 500 FT0/5x .5 = 50 trench, 4 effective. Decommission old tank per UPC. Mark well radius. Specification Requirements: All components and work must comply with the Municipality of Anchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and Wastewater Regulations. Two compartment, 1250 gallon septic tank. Install Double Cleanouts. Decommission old tank per UPC. MOA-Spec Material Under Tank. 10 minimum between the tank trench, tank to house. 10 to property lines, 3 of cover or insulation is required for trench; 2⇤ Minimum thickness for insulation can substitute for 1 cover. Tank & solid pipe must be set on well compacted, stable soil. 4 inch diameter cleanouts with airtight caps are required 1 to 4 from foundation wall, prior to any 90 degree bend in 4 inch line, in each tank compartment, and two adjacent opposing cleanouts between the tank and the absorption field, not more than 10 from the tank positioned to provide cleanout access towards the tank and towards the absorption field. All cleanouts must extend to at least ground level. In solid pipe runs, ASTM D-3034 may be used in lieu of cast iron. Trench to be placed level, minimum of 4 to groundwater, 6 to bedrock from drain-rock. Drain rock to be @ inch to 2 inch screened. Drain rock to be distributed uniformly throughout the trench. Perforated pipe to be installed level with perforations down. Silt barrier (filter fabric) to be installed above the drain rock. Smeared trench sides must be raked or scarified before drain rock placement. The finish grade must be mounded to promote drainage away from trench. Insulation must be placed over any pipe installed under driveways or parking areas. Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789, ABS ASTM D2661, Sewer Service Line is minimum 2% slope. Septic Tank to be pumped every two years or when required. Insulation board to be extruded direct burial polystyrene (Dow Styrofoam HI/equal) Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201338, Rebecca Carroll, 09/25/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201338, Rebecca Carroll, 09/25/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201338, Rebecca Carroll, 09/25/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201338, Rebecca Carroll, 09/25/20 -' ' I', i i",F L. ii. ,r;'i ~er formed for ,egal Description: ]his Form reports: ~/ CONSTRUCTION TEST LRB ~> "One Test is worth a Thousand Opinions" 2204 Cleveland Anchorage, Alaska 99503 277-0231 ____Bob Hamann Date Perfo/~2 Lot 10 'Block - Subdivision Tract/~X~aman~ SOILS TEST Yes PERCOLATION TEST Depth Feet Soil Characteristics Brown. Sandy Gravel (GP) w/ trace of Silt occasional Cobbles (SEE '~as Ground Water Encountered~es if YES, What depth? 11' o ® {eading Date Gross Time Net TLme Depth to H20 Net Drainage }~ercolation Rate Minu'te Proposed Installation: SEEPAGE PIT DRAIN FIELD Depth of Inlet Depth to Bottom of Pit or Trench 20~4ENTS: 150 ~ua. re feet drainage area required ~er be~r_oom. ?est Performed by_~~ Data Certified By:qonst. Te~t Lab, Tn~_ Date ~AM COTTEN L),HILLIN(' ') l~gl~ Itiver, Abska 99577 444:11~ MUNICIPALITY OF ANCHORAGE DEPT. OF HD',LTI[ & ENVIRONM-:NI'Ab pROTECTION RECEIVED APPLIC -" T FILLS OUT UPPER HALF ONLY / ' //~. /~/ ~,i.~ ~1_~/~/'(?/~-) Phone Prdl~erty Own, er ,~1/~, ~- / Buyer Address Zip Code Realty Co, & Agent Phone Address Zip Code Legal Description ~. ~/~ ~/~ /~ ~ ~ a/~'~/'~.~ Street Locati~ ~/~ ~ ~. Type of Resi~nce ~Single Family ~ Othor ~ater Supply ~ ~ Individual ~GH Wfikk COG. ~ w~l Io0 is roquired for all wolls ddllod ~iaco dune 1075. ~ Community~ ~D~ For wells drillod ~dor to that ~ato, Oivo wo~l depth (attaoh Io~ if availablo). ~ Public Utility X~ Sewer Disposal ~ ~ndividual Year Individual Installed: /2~¢ ~ Public Utility When Connected to Public Utility: ~ Holding Tank NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH RE~EST BEFORE ~OCESSlNG CAN BE INITIATED. Time Time Time Time Date Date Date Date Inspector Inspector Inspector Inspector DEPT. OF M RECEIVED ( ) DISAPPROVED ( ) CONDITIONAL APPROVAL' DATE I~-- ~--~ ~ BY: Well to Tank Septic T~k Size 72-023