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Home My WebLink AboutMILE HI BLK 2 LT 3MiHIei Block 2 Lot 3 #050-201-07 On -Site Water and/or Wastewater System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP151285 Tax Code Number: 05020107000 Work Type: SepticTank Upgrade Permit Effective Dates: August 27, 2015 to August 26, 2016 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: MILE HI Site Legal Address: MILE HI BLK 2 LT 3 G:0058 Owner/Address: BLESER KENNETH C & MARY PO BOX 771278 EAGLE RIVER AK 995771278 Site Mailing Address: 21641 PRICE DR, Eagle River This permit is for the construction of: N Disposal Field Y Septic Tank N Holding Tank N Privy Lot Size in Sq Ft: 42000 Total Bedrooms: 3 N 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 Issued By By: 2 Date: g 3 t l Date: g MUNICIPALITY OF ANCHORAGE Community Development Department Development Services On -Site Water & Wastewater Program Mayor Dan Sullivan AUG 18 2015 On -Site SewerANell Permit Application For A Single Family Dwelling Parcel I.D. 050- 201- Oji Property owner(s) KEN AND MARY BLESER Day phone 694-9184 Mailing address P.O. BOX 771278, EAGLE RIVER, AK 99577 Site address 21641 PRICE DRIVE, EAGLE RIVER, AK 99577 Legal description (Sub'd, Block & Lot ) MILE HI, BLOCK 2, LOT 3 Legal description (Township, Section & Range) Lot APPLICATION IS FOR: Initial ( ® all that apply) Upgrade Absorption Field ❑ Septic Tank Multiple Dwellings Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Sq. Ft. Number of Bedrooms 3 APPLICATION IS AN: Initial ❑ Upgrade Renewal ❑ THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: TYPE OF DEWELLING: Single Family (SF) (w/wo ADU) Duplex (D) ❑ Multiple Dwellings ❑ (SF and/or D) Distance: — I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: 12I S Date of Payment: ? 6181 tS cam, Receipt Number: Ot of 1 Permit No. OSP 1512gs Waiver Fees: Date of Payment: Receipt Number: Waiver No. (Rev. 01111) August 14, 2015 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic Tank Upgrade for Mile Hi Subdivision; Block 2, Lot 3 To whom it may concern: The existing 3 bedroom house is served by a private well and septic system. The existing septic system consists of a 1000 gallon septic tank and a crib type septic system that were installed in 1970. We have been contacted by the owners who has stated to us that the septic tank is starting to fail (collapsing) based upon information they have received from their local septic tank pumper (rocks in tank). We are proposing that the existing 1,000 gallon septic tank be decommissioned and a new 1,000 gallon septic tank installed as shown on the attached site plan and design drawings. Attached is a copy of a letter dated May 13, 2008 from Dan Roth to Steve Pannone, P.E. that addresses this type of permitting/installation. According to this letter, a collapsing tank due to age and corrosion can be replaced and is only required to meet the minimum requirements of the code that the original tank was constructed under. Prior to 1973, septic tanks were allowed to be 50 feet from a well and according to the 1970 inspection report, the existing septic tank was 56 feet away from the well. As can be seen on the design, we are proposing that the new septic tank be placed 88 feet from the well to maximize the distance from the well and to not have the septic tank under the deck (per the request of the owner). It is our opinion that based upon this 2008 MOA letter, a waiver is not required and that this installation meets the code of the original installation (prior to 1973). Per your request, we did pull water samples for the well and will submit them as soon as they are available. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you M.S. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com GARNESS ENGINEERING GROUP, Ltd CIVIL &ENVIRONMENTAL ENGINEERS August 14, 2015 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic Tank Upgrade for Mile Hi Subdivision; Block 2, Lot 3 To whom it may concern: The existing 3 bedroom house is served by a private well and septic system. The existing septic system consists of a 1000 gallon septic tank and a crib type septic system that were installed in 1970. We have been contacted by the owners who has stated to us that the septic tank is starting to fail (collapsing) based upon information they have received from their local septic tank pumper (rocks in tank). We are proposing that the existing 1,000 gallon septic tank be decommissioned and a new 1,000 gallon septic tank installed as shown on the attached site plan and design drawings. Attached is a copy of a letter dated May 13, 2008 from Dan Roth to Steve Pannone, P.E. that addresses this type of permitting/installation. According to this letter, a collapsing tank due to age and corrosion can be replaced and is only required to meet the minimum requirements of the code that the original tank was constructed under. Prior to 1973, septic tanks were allowed to be 50 feet from a well and according to the 1970 inspection report, the existing septic tank was 56 feet away from the well. As can be seen on the design, we are proposing that the new septic tank be placed 88 feet from the well to maximize the distance from the well and to not have the septic tank under the deck (per the request of the owner). It is our opinion that based upon this 2008 MOA letter, a waiver is not required and that this installation meets the code of the original installation (prior to 1973). Per your request, we did pull water samples for the well and will submit them as soon as they are available. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you M.S. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com 4 Mm- icipality of Anchorage Pt). Dw 10661M • An¢humg,.,Uurki 99671)-WFA) - 01(K)171mme kmvl 'F 1)Akv:(917) SA7)•RWI1 •Id=c: (1N)7)W-WK) hlila//��nweanttnL.m; Mayor Murk Beyicir Development. Services Department May 13, 2008 Steve Pannone, PE Paanone Engineering Services, LLC P.O. Box 102954 Anchorage, Alaska 99510 Re: Non -conforming Wastewater Disposal Systems & Septic Tank Replacements Dear Steve, � Jy yr Q. n v. CpAr[menl Thank you for your inquiry and questions regarding our discussions and the requirement to upgrade a wastewater system what the tank is located within the wall radius. In fomatlating my response I would also like to assure you it is always my intent to objectively and fairly apply the applicable code sections to a given situation regardless of the project scope or who the applicant is. I feel this is an opportunity to not only clarify the application of Anchorage Municipal Code (AMC) 15.65 but to work forward from here with you in the spirit of cooperation and mutual respect. Your request prompted me to ronamirle AMC 15.65, Wastewater Disposal, and specifically AMC 15.65.120, Nonconforming on-site disposal systems, and our application of the code section. In a cooperative effort, the municipality's role as the regulatory agency and yours as the engineer, we share the on goals. As AMC 15.65.05 identifies, "On-site wastewater disposal systema provide an important eoonomically efficient, and relatively clean and healthful method of wastewater disposal in areas of the municipality not served by an integrated sewage collection and disposal system-" Collectively we accomplish the intent and l appreciate the opportunity to learn and stare with our engineering corz> =ty For the purpose of discussion 1 am including the nonconforming section of the code, below. 15.65.120 Nonconforming on-site disposal systems. A. Except as provided in this section, any on-site wastewater disposal system installed pursuant to a construction permit before September 25, 1990, must operate in compliance with the installation and design standards for that system which were in effect when the permit for the installation of the system was issued. B. Repair of broken pipes, moving Parts or perforations of a tank may be accomplished in accordance.with original or curmntdesign standards. C. If a component of an on site wastewater disposal system malfunctions and is replaced, its replacement must be in compliance with this chapter. Community, Security, Prosperity D. Cesspools may not be installed or operated. (AO No. 86-21; AO No. 90-48(S-1)) Historically, the On -Site section has viewed tank collapse or similar situations as "system malfunctions." Applying AMC 15.65.120 C would require the "replacement mast be in compliance with this chapter; meaning the tank or system must be redesigned and located in a manner compliant with current code. Your inquiry provided the impetus for us to review our code application and processes. in short, we feel your question is valid and AMC 15.6S.1 20 B is the correct code section in the event of broken pipes, moving parts or perforations of a tank and repair may be accomplished in accordance with original or current design standards. That would not be the case if the system malf1mcdoned, i.e. did not function because of inaccurate design, improper application, etc. However, in the type of situation you questioned here, 15.65.120 B is the applicable section and will be applied from this data forward. ��`rl�.r. , . ..err ♦ ai.. From this point forward, for situations of this type, we will apply the code in the way descnbed above. Tbank you for bringing this to our attention. We look forward to future ideas that are the same that we may better serve the citizens of the Municipality of Anchorage. Sincerely, 5"// 79w -15f Daniel Y. Roth Program Manager On -Site Water Well & Wastewater Program 'I II II .I II I II II .I �I 'I II II .I I I � I I I I I , I PAGE NUMBER: 1 OF2_ MILE I I II II I LOT 9, BLOCK 4; l II HYLEN CREST SID #3 EXISTING 'I II II .I II I II II .I �I 'I II II .I I I � I I I I I , LOT 1, PAGE NUMBER: 1 OF2_ MILE I I NO ENCROACH I I I I I TYPE OF WORK: I I EXISTING 8/14/2015 SEPTIC SYSTEM BLOCK 2; HI SID LOT 2, BLOCK 2; I MILE HI SID I I PROPOSED I SEPTIC TANK I I I L1------- LOT 1, 4p� D I I I IIIA j BLOCK STE WARTS/D #1 u• PHONENUMBER: 694-9184 PAGE NUMBER: 1 OF2_ LEGAL DESCRIPTION: DRAWN BY: MILE HI S/D; BLOCK 2, LOT 3 J.L.M. TYPE OF WORK: DATE: \ •. 8/14/2015 \ \\ `\ •'\ LOT 1, BLOCK 3� MILEH SID ,}�\� \\ ` '✓// \\ BLOCK 2; HI SID \ \ MENT CONCERNS \ �RtJ .;r ,.iy q•,, EXISTING 3 BEDROOM 1 LOT 4, BLOCK 2; / HOUSE 11 MILE HI SID / f" 1 � n I 1 I / I • 1 1 GJpOP� I / 1 11` I LOT 5, BLOCK 2; Y j MILE Al SID / _____PRICE --- - - - - - - - - - - - - - - - - --------- ----- I LOT 2; BIG DIPPER SID i `SEPTIC AREA 1 I I \ 1 LOT 1; BIG DIPPER SID GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS PREPARED FOR: KEN AND MARY BLESER PHONENUMBER: 694-9184 PAGE NUMBER: 1 OF2_ LEGAL DESCRIPTION: DRAWN BY: MILE HI S/D; BLOCK 2, LOT 3 J.L.M. TYPE OF WORK: DATE: SITE PLAN FOR SEPTIC TANK UPGRADE 8/14/2015 TRACT B; DOUGLAS SID EXISTING SEPTIC TANK BELIEVED TO BE COLLAPSING. TO BE DECOMMISSIONED PER UPC CODE INSTALL DOUBLE CLEANOUTS EXISTING 14' BY 14' CRIB •,e n PROPOSED 1000 GALLON SEPTIC TANK— GEG, Ltd. HAS AS PAGE SPECIFICATION LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT GEE. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND CONDITIONS OUTLINED. yOG�O yC I I I I I INSTALL DOUBI 1 1 CLEANOUTS 1 1 1 1 1 1 l \ 1 1 h \ NOTE: THE CONTRACTOR SHALL HAVE THE WEST PROPERTY LINE THE 100 FOOT WELL RADIUS AND THE 88° • ` ° '� d' FOOT WELL RADIUS FLAGGED BY ' •p ti �. REGISTERED LAND SURVEYOR PRIOR ° TO CONSTRUCTION. PRICE DRIVE GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS 3701 E. TUWR ROAD, SUITE 101' ANCHOMGE. AK9007-PI4D14E (M)3374179-W(w)333a218' WEBSITE: WFM•9Bmassenpmervq.mm 'REPAIRED FOR: KEN AND MARY BLESER .EGAL DESCRIPTION: MILE HI S/D; BLOCK 2, LOT 3 YPE OF WORK: DESIGN OF SEPTIC TANK UPGRADE PHONE NUMBER: PAGE NUMBER: 694-9184 2 OF 2 DRAWN BY: J.L.M. DATE: 8/14/2015 0 EXISTING WELL Municipality of Anchorage Community Development Department PW 1 of 3 5 OnSRe Water & Wastewater Program SEP 2 9 2015 4700 Elmore St. "P.O. Box 196650 Anchorage, AK 99519-6650 "http://www.muni.org/onsite "(90 7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP151285 PID Number. 050-201-07 ❑ New S Upgrade Name: KENNETH AND MARY BLESER ABSORPTION FIELD ❑ Deep Trench ❑ Shallow Trench ❑ Bed ound Adores: P.O. BOX 771278, EAGLE RIVER, AK 99577 ❑ Other Phone: No. of Bedmomx eau a.wa Towownm n (907) 694-9184 3 ePDft FL R LEGAL DESCRIPTIONSubdivi Bock: LotMILE FNN MILErlon:HI HI 2 3 RTownship: Range: 9actlm: pawlaltlYe R dli eN Mena,lnE ansa: R SEPARATION DISTANCES Told Be,. ate, D,y"y trenu,w. To Septic Ahsnpllon LM Holding Publknhwane From Tank FW Station Tank Saw line SM.R IR, well "Say+ 251+ TANK ® Septic ❑ S.T.E.P. ❑Holding ❑ Other O MNwaaa.r °wary: Surface water 100'+ z M— ANCHORAGETANK 1000 oN Lot Line 51+ 6 - - N/A N�Ofconvadmft2 STEEL 2 Foundation 5'+ _ _ LIFT STATION rwuamn.n ' Curtain Drain NONE IWOI dN. Remarks: "DISTANCE"GRANDFATHERED" PER MOA LETTER DATED�� MAY 13,2M. WAIVER IS NOT REQUIRED. P,awraara aeakai impeaarP.romaso/. PIPE MATERIAL House to tank D3034 Tankto D3034 drainfleld Installer SOUTHFORK CONSTRUCTION Draln6ekl EXISTING CO/MT D3M Inspector GEG, Ltd. BENCH MARK (Assumed elevation) 100.00 R Inspection Dates: let 9f23Md015 2nd 3rd 4th FRONT DOOR THRESHOLD Community Development Department Approval 0 00060 Conditional approval: Date: a-g' :' T •� O A. G ness.: O(�4� sf • CE 795 Approve 3 �� 4p n Date: o �o� o ^ofessto 0 04�00��0 Inew .—m 11.19"— PERMIT NUMBER OSP151285: AS -BUILT DRAWING OSP151285 NOTE: THE EXISTING SEPTIC TANK WAS DECOMMISSIONED PER UPC CODE PER CONTRACTOR EXISTING 14' BY 14' AI-TB_FC� DBL1 39.3 1 12.6 1 46.6 DBL2 49.5 13.8 47.6 STI 59.4 33.9 64.7 ST2 64.8 39.6 69.9 DBL3 67.7 42.4 71.9 DBL4 68.5 43.1 72.1 CRIB 79.8 54.4 81.4 PARCEL ID NUMBER: 050-201-07 'r. ':.:• •', 'a^. ;a,; j�' PAGE NUMBER: NOTE: SHOT 90.28' FROM EDGE OF WELL 694-9184 2 OF 3 AL DESCRIPTION: TO CLOSEST PART OF NEW SEPTIC TANK •°'' MILE HI S/D; BLOCK 2, LOT 3 / :- J.L.M. USING TOPCON TOTAL STATION. DATE: RECORD DRAWING OF SEPTIC TANK UPGRADE 9/28/2015 / 4 / B — � w o o mm GS Q•(i NEW 1000 GALLON SEPTIC TANK I 1 1 1 1 1 1 \ PRICE DRIVE GARNESS ENGINEERING GROUP, Ltd -= CIVIL & ENVIRONMENTAL ENGINEERS PARED FOR: PHONE NUMBER: PAGE NUMBER: KEN AND MARY BLESER 694-9184 2 OF 3 AL DESCRIPTION: DRAWN BY: MILE HI S/D; BLOCK 2, LOT 3 J.L.M. E OF WORK: DATE: RECORD DRAWING OF SEPTIC TANK UPGRADE 9/28/2015 _________ �OFESS��P� WELL RERMIT NUMBER: PARCEL ID NUMBER: OSP151285 AS -BUILT DRAWING 050-201-07 TOP OF TANK @ INLET = 92.7 INVERT OF BUNG INLET = 91.59- .UAL GRADE _ 94.82-94.93 ST1 / ST2 -7' OF INSULATION TOP OF TANK (PER CONTRACTOR) I I OUTLET = 92.24 NEW 1000 GREER SEPTIC TANK INVERT OF BUNG OUTLET = 91.47 GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS f. PREPARED FOR: KEN AND MARY BLESER PHONE NUMBER: 694-9184 MILE HI S/D; BLOCK 2, LOT 3 E OF WORK: RECORD DRAWING OF SEPTIC TANK UPGRADE PAGE NUMBER: 30F3 DRAWN BY: J.L.M. DATE: 9/28/2015 V-11 fVESS\01: GARB -HD-1 GRATER ANCHORAGE AREA BOROIl�H HEALTH DEPARTMENT 327 B�GLE ST. ANCHORAGE, ALASKA 99501 279-2511 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM PHONE - NAME �Lc ADDRESS MAILING Cr Lri2f3�� PHONE LOCATIONIEI � � LEGAL DESCRIPTION,e;?__7 SEPTIC TANK: / / NUMBER OF DISTANCE FROM WELL MATERIALCOMPARTMENTS S9i.e sr� JS'�G> LIQUID LIQUID CAPACITY �� GALLONS. INSIDE LENGTH INSIDE WIDTH " DEPTH SEEPAGE SYSTEM: SEEPAGE PIT: _ s 1 NUMBER OF PITS / OUTSIDE DIAMETER OR WIDTH �LENGTHZII DEPTH, LINING MATERIAL1�77 DISTANCE FROM WELL / /BUILDING FOUNDATION., NEAREST LOT LINE ±t ' 'GX' ZG� TOTAL EFFECTIVE ABSORPTION AREA (WALL AREA) S SQ. FT. TILE DRAIN FIELD: DISTANCE FROM WELL NUMBER N AR FOUN E BETWEEN LINES TH OF EACH LINE , NEAREST LOT LIN WIDTH TOTAL LENGTH OF LINES IN. TOTAL EFFECTIVE DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE_ IN. ABOVE TILE WELL:? DISTANCE FROM WATER TYPE �� DEPTH BUILDING FOUNDATION. Z-0 � SAMPLE NEAREST LOT LINE DISTANCES NEAREST SEPTIC z—/ s SEEPAGESYSTEM SEWER LINEOTHER TANK FFrr�� %� CESSPOOL , SOURCES— SEWER DIAGRAM OF SYSTEM DATES /�� GAAB-HD-2 GREATEI4 ,ANCH0RAGE AREA., _11ROUGH Case No.� HEALTH DEPARTMENT 327 Eagle St. Anchorage, Alaska 99501 279-2511 SEWAGE DISPOSAL SYSTEM - APPLICATION & PERMIT NAME OF APPLICANT &A C lJleo�ey MAILING ADDRESS PHONE NO. RESIDENCE ADDRESS LOCATION OF INSTALLATION UA /)r Su -J O[E✓, J,-../ f.,4(, JLC LEGAL DESCRIPTION APPLICATION TO INSTALL: SEPTIC TANK SEEPAGE PIT>✓ , DRAIN FIELD , OTHER TO SERVE THE FOLLOWING FACILITY 3 r -e a e 4 L IC FINANCED THROUGH TO BE INSTALLED BY.�� PERCOLATION TEST RESULTS JOV ANTICIPATED DATE OF COMPLETIONK9 BELO 0 BE FILLED OUT BY HEALTH DEPARTMENT THIS IS TO SERVE AS (y� vo�u T' °�' PERMIT TO INSTALL A``N AS DESCRIBED BELOW. SIZE OF UVT JO BE SERVED SEPTIC TANK SIZE "oov TYPE' zc�zl 7Y -SEEPAGE AREA ` 11r TYPE 2' r " z co—'"DIAGRAM OF SYSTEM DISTANCES: lvt �1 1-144 -1 : tA,, (I -to St`,IT+ sc 8Jrc'� j7A �!'( / �+L.i .L �lj r ✓ � �/ it se7-,c f!i F� P T r i f Pj ( Health Authority I certify that I am familiar with the above described system is in accorda DATE? -Z2 APPLICANTS SIGNATURE GREATER ANCHORACIE AREA BOROU H V HEALTH DEPARTMENT CASE rS 327 EAGLE STREET-�-'� ANCHORAGE, ALASKA 99501 Performed For Date Performed Legal Description: Lot Block Subdivision � �-ff� /� f/i This form Repor-ts a: S55171ss Log -Percolation Te,._._. — Depth feet Soil Characteristics The 6CU had sai»e / e rre,1"e- s.,/,s Gm 6- -j Gav S Was Ground Water Encountered?�`!vcs If Yes$ At What Depth Location Sketch Proposed Installat�io�n:.`Seepage Pit L__ Drain Field Depth Of Inlet ' Depth To Bottom of Pit Or Trench � COMMENTS: 5'' (,C,) a-/ t 27, 1r221: _._ ._// r1Ev, - , Test Performed BY;C^c Data Certified B Dater 44