The URL can be used to link to this page

Home My WebLink AboutRICLIN LT 3 Onsite File Riclin Lot 3 #451 - 531 - 40 Expired permit (05P141473) . MOA has confirmed that the onsite systems have not been installed . ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (FAX) October 16, 2017 Municipality of Anchorage Development Services Department On-Site Water and Wastewater Program 4700 South Bragaw Street Anchorage. AK 99519-6650 Subject: Lot 3. Riclin Subdivision Well and Septic System Permit No. OSP141473 Dear Debbie: We have not been contacted by the owner of Lot 3, Riclin Subdivision since the permit was issued in 2014. An inspection yesterday indicated no activity has occurred on the lot. We have no further involvement in the project until we are contacted by the owner. Sincerely, Michael E. Anderson, P.E. Attachment On-Site Water & Wastewater System Permit ,11, rit. # MUNICIPALITY OF ANCHORAGE ,� Development Services Department On-Site Water&Wastewater Program "-..1111116,41.16'11'r � ` 4700 Elmore Road, PO Box 196650 �� ll�Department Anchorage, Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP141473 Tax Code Number: 05153140000 Work Type: WellSeptic Initial Permit Effective Dates: August 25, 2015 to August 24, 2016 Design Engineer: ANDERSON ENGINEERING Subdivision: RICLIN Site Legal Address: RICLIN LT 3 G:1462 Owner/Address: GROSKREUTZ NOAH G PO BOX 102221 ANCHORAGE AK 995102221 Site Mailing Address: Lot Size in Sq Ft: 52796 Total Bedrooms: 6 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: '" C Date: —tS Issued By: /leCe— (�" Date: 91jr5— MUNICIPALITY OF ANCHORAGE Community Development Department1 Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On-Site Water& Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 051-531-48 Property owner(s) Noah Groskreutz Day phone 748-0878 Mailing address P.O. Box 102221 Anchorage, AK 99510 Site address 24920 Miltherrie Court Chugiak, AK 99567 Legal description (Sub'd., Block& Lot) Riclin, Lot 3 Legal description (Township, Range& Section) Lot Size 47,701 Sq. Ft. Number of Bedrooms Six (6) APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (®all that apply) Absorption Field 0 Initial Single Family (SF) El (w/wo ADU) Septic Tank Q Upgrade ❑ Duplex (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ SUBMITTAI (SF and/or D) Private Well Water Storage p OCT 21 2014 THIS APPLICATION INCLUDES A VARIANCE /WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. 14 (Signature of property owner or authorized agent) Permit/Rush Fees: 5— 2L5 Waiver Fees: Date of Payment: tolu))M (. j, Date of Payment: Receipt Number: 03112 G Receipt Number: Permit No. OS*l H 14'19 Waiver No. Permit App_9-1-12.doc ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (FAX) October 21, 2014 Municipality of Anchorage Development Services Department On-Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 3, Riclin Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The owner of Lot 3, Riclin Subdivision intends to construct a new six-bedroom home on the lot. We are therefore requesting a permit be issued for the construction of a new well and septic system to accommodate the home. The attached Site Plan and backup documentation identify the location and configuration of the proposed well and septic system along with the alternate site. Also identified on the plans are the existing wells and septic systems on surrounding lots. No conflicts exist between the proposed septic system and well or septic systems and wells on adjacent lots. Drainage contours are shown on the site plan showing the grade and direction of flow on the lot. The drainage pattern will not be changed as a result of this project. A test hole was placed on the lot in the area of the absorption trench and alternate site. The logs indicate gravel (GM) with sand and silt in the zone specified for the absorption trench. The percolation rate of the soil was determined to be 4 minutes per inch. No groundwater was found during the placement of the test hole and none developed during the monitoring period. An application rate of 1.2 gallons per day per square foot was used in the design of the absorption system. We are proposing to place a new 2,000-gallon septic tank and a 54' long by 3' wide by 7' effective depth absorption trench to treat and dispose of the effluent generated in the house. The elevation of the distribution line in the absorption trench will be 3' below the surface and the total depth will be 10'. A minimum of 3' of fill or 2" of insulation and 2' of fill will be placed over the absorption trench and 4' over the septic tank. The ground surface on the lot in the area of the septic system slopes to the northwest. The new trenches will be constructed parallel with the contours of the slope as much as possible in conformance with Municipal requirements. The new septic system will be Lot 3, Riclin Subdivision October 21, 2014 Page Two constructed a minimum of 100' from all wells and any surface water and 10' the proposed and existing water services in the area. If the system is constructed in accordance with our design the following statements apply: 1. The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. 2. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. 3. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. 4. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, E Michael E. Anderson, P.E. Attachments z • ,MICHAEL E. ANDERSON• ••`�� c a No. CE-a38t 4'�i ♦`l C-438.1 • ++4 6,.PorFS si'" URS JESSE' LE �OExisting Well • r `i 1 / • , Existing / Septic Area $:'1 LOT 3, BLOCK 3 LOT 4, BLOCK 3 TONJESS ESTATES TONJESS ESTATES ,\ MILTHERRIE COURT --- t', LOT 9, BLOCK 3 /t' / -- - - - TONJESS ESTATES Eng / / , - Nell GAF, Septic LOT 2, RICLIN Areo �' VACANT ... - ' 13 LOT 10, BLOCK 3 TONJESS ESTATES Existing Well LOT 6, RICLIN VACANT Areae II i 4444 Yt...k i =:6v .• 1A �1 .' 49th i‘ •z} *0 "is VC:MICHAEL E. ANDERSON AREA M A P ✓d j, No. CE-4361 . i*`i:ro /-/X,••;• SCALE 1 = 100' a RICLIN SUBDIVISION LOT 3 47,701 S.F. ____:-57/„, f 7-iiiii t ;9-53' 01111 — 3' 5'E 111111 1 20.0 Driv-way ote 411111444111111 MIA / y� p71, FC _ poii %o 54' Long W•e 0 Si edr om \, z 7' EHe tiv 0 pth Ho mss,1, rpti. Tan- . if 1 o , i t: C-7--- '. b o i iv, z i Propose. (\ 0 '/ Ns e , s\ • /. _......... AIL . ,,, 21 , 3' i ', :44-7 °F NOTE:1:44.7 OF,, ..... ` . No Surface Water Within 100' of G7,:• `�_ ►► Proposed Septic System. LEGEND: ' 49th •`• ►` - • CO Cleanout SV — Septic Vent , • ••Iii FCO — Foundation Cleanout MICHAEL E. ANDERSON ►►G"....-: No. CE-438i • TH — Test Hole R t ,5;:* .•• SITE PLAN MT Monitor Tube ►'4 4a/ESS a.4 ' SCALE 1' = 50' LOT 3, RICLIN SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: Six Bedroom Home Deep Trench System Perc. Rate: 4 Min./Inch 2,000 Gallon Septic Tank Application Rate: 1.2 GPD/SF 7' Drainfield Rock 4 Bedrooms * 150 GPD/Bedroom = 600 SF Absorption Area 600 SF/1.2 GPD/SF/14 SF/LF = 53.6 LF Trench Length THEREFORE: Construct a 54' Long x 3' Wide x 7' Effective Depth Absorption Trench. Flow Line Elevation in Trench to be 3' Below Original Ground Surface. Total Depth to be 10' Below Existing Ground. Provide 3' Cover Over Absorption Trench and 4' Cover Over Septic Tank. eotextile Fabric 2'6" 6" O 4" Perforated PVC (Holes Down) 7 Drainfield Rock 5' I I TYPICAL DEEP TRENCH SECTION �...--��.��, (NO SCALE) � � NOTE Grade Area Over Trench to Drain Away. : . j �:,4 Minimum 6' Separation From Bedrock. ; 49th • Minimum 4' Separation From Groundwater. i74"-1-•*-L F-114 Minimum 100' Separation From Private Wells in the Area. r ; MICHAEL ANDERSON Minimum 100' Separation From Surface Water or Streams:�� No. CE-4381 :• MUNICIPALITY OF ANCHORAGE +♦•oga tiyii,a, DEVELOPMENT SERVICES DEPARTMENT �� +♦ 404, 4700 BRAGAW STREET ANCHORAGE, AK 99519-6650 • c),• E *.....` 49th ♦♦ SOILS LOG - PERCOLATION TEST : ♦ ,:,MICHAEL E. ANDERSON s LEGAL DESCRIPTION: LOT 3, RICLIN SUBDIVISION *♦♦..*'''(• ):, No CE-4381 �5� PERFORMED FOR: NOAH GROSKREUTZ �► � {... S-Skt .�` DATE: 10/3/2012 PROJECT No.: +�11� 5;; �s PARCEL ID#: 051-531-43 TECHNICIAN: MEA I'i"rks,i.nal Env n< rsStani DEPI11 TEST HOLT: (feet) OB/OG SLOPL SITE PLAN 1 , . 2 a e 3 — . 4 4 5 — • ':' GRAVEL W/SAND SEE SITE PLAN AND SILT 6 —p J . . 7 • .: 'a 8 GM 4 4 9 ° . WAS GROUND WATER ENCOUNTERED? NO 10 .. . A . IF YES rr WHAT DEPTH? DEPTH OF WATER AFTER MONITORING: NONE 1 1 . • DATE OF MONITORING: 10/15/12 1 ' GROSS TIME NET TIME DEPTH TO NET DROP 1 DATE READING (MINUTES) (MINUTES) WATER (INCHES) . (INCHES) 14 ' .e TEST HOLE PRESOAKED PRIOR TO TESTING: 15— ".�• 10/6/1? 1 11 :14 1.63" 16 2 11:44 30 9.25" 7.62" 3 11:45 1.50" 17— 4 12:15 30 9.00" 7.50" 18 5 12:16 1.25" 19 6 12:46 30 8.75" 7.50" 20 PERCOLATION RATE: 4 (MIN/INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN: 4 FT. and 5 FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING. I. MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: