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Home My WebLink AboutDEARMOUN #2 BLK 2 LT 12I eormoun Block Lot 12 #018-401-41 Permit Number: Tax Code Number: Work Type: On-Site Wastewater Disposal System Permit OSP141437 01840141000 Septic 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 Upgrade Permit Effective Dates: October 20, 2014 to October 20, 2015 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: DEARMOUN #2 Site Legal Address: DEARMOUN #2 BLK 2 LT 12 G:2935 Owner/Address: MALNARICK STEVE & SHARON THE FAMILY TRUST MALNARICK S D & S M / TTES 2611 STRAWBERRY ROAD ANCHORAGE AK 99502310, Site Mailing Address: 3750 MATTHEWS DR, Anchorage Lot Size in Sq Ft: 14175 Total Bedrooms: 2 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy 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. ReoeivedBy: ,? # I¢',¢") Issued By: Date: ~"~'['~ ~¢1 '/ff Date: Municipality of Anchorage P.O. Box 196650 · 4700 Elmore Road Anchoraqe, Alaska 99519-6650 · (907) 343-7904 · Fax (907) 343-7997 http:llwww.muni.orqlOnsite Development Services Division On-Site Water and Wastewater Pro,qram **** VARIANCE/WAIVER REVIEW **** Waiverf¢: OSPI41438f COSA#: Permit#: OSP141437 PID#: 0t8-401.4t Legal Description: Dearmoun #2, Block 2, Lot 12 Engineer: Garness En,qineerin.q Group Applicant: Kyse Malnarick Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 1.0 foot. Your request for a waiver of the required 50 feet horizontal separation from the absorption field to the 25% or steeper slope has been approved. The approved separation distance is 40.0 feet. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. [] The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. [] Notarized letter(s) of non-objection have been received from the owner(s) of the affected adjacent property. [] Adjacent properties are not affected by this waiver. Waiver is Granted: X Waiver is not Granted: Date: /0)0(/~L/ Approved ~ *~ [ /7 Name of Reviewer MUNICIPALITY OF ANCHORAGE Community Development Department Development Services On-Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907- 343-7997 Mayor Dan Sullivan On-Site Sewer/Well Permit Application For A Single Family Dwelling Parcel I.D. 018-401-41 Properly owner(s) KYSE MALNARICK Mailing address 2611 STRAWBERRY ROAD, ANCHORAGE, AK, 99502 Day phone 250-7095 Site address 5750 MATTHEWS DRIVE, ANCHORAGE, AK, 99516 Legal description (Sub'd, Block& Lot) DEARMOUN S/B #2; BLOCK 2, LOT 12 Legal description (Township, Section & Range) Lot Size Sq. Ft. Number of Bedrooms 2 APPLICATION IS FOR: APPLICATION IS AN: ( [] all that apply} Initial [] Absorption Field [] Septic Tank [] Upgrade [] Renewal [] Holding Tank [] ............ ,~.~ Privy [] Private Well [] ~ '~' Water Storage [] TYPE OF DEWELLING: Single Family (SF) [] (w/wo ADU) Duplex (D) [] Multiple Dwellings [] (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: DRAINFIELD TO SLOPE/DRAINFIELD TO LOT LINE Distance: 40'/1' 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: Date of Payment: Receipt Number: Waiver Fees: 2f ~'- '~' Date of Payment: If;:31 ~hL-/ Receipt Number: 0'~'"'~..~ Waiver No. 0~2 (Rev. 01/11) GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS ~ September 25, 2014 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic System for DeArmoun S/D #2; Block 2, Lot 12 To whom it may concern: The subject lot is vacant at this time. The proposed 2 bedroom house is to be served by a class 'A' water system and a private septic system consisting of a 1000 gallon septic tank and a trench type drainfield. Comments regarding the design are summarized as follows: 1. SOILS: See the attached soil logs which show the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 4, TOPOGRAPHY: As can be seen on the attached topography drawing, the average topography around the proposed drainfield is relatively flat. 5. WAIVERS: Due to site constraints, we are requesting a 40 foot waiver to slopes in excess of 25%. Attached is a profile drawing justifying the proposed waiver. We are also requesting a 1 foot waiver from the proposed drainfierd to the east lot line. systems. If you have any questions, please contact us at 337-6179. assistance. /~ Since~/~f//~/~ Presi~ent~ --..J We are unaware of any adverse impacts this installation would have on adjacent wells or septic Thank you for your 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com ALL LOTS OF BLOCK 1 ARE ] SERVED BY COMMUNITY DEARMOUN S/D #2; DEARMOUN S/D #2; DEARMOUN S/D #2; BLOCK 1, LOT 10 BLOCK 1, LOT 11 BLOCK 1, LOT 12 I MATTHEWS DRIVE ~"=~o' i 1 [ ~PTJC BLOCK 2, LOT11 , BLOCK 2, LOT 13 I AR~ ~ PROPOSED ~ ~ / ~ I ~ ' I [LOTS 2-8 & 10-13 OF BLOCK x ~ ~ I I 200' C~SS A WeLL RAD US II X~ , I GARNESS ENGINEERING GROUP, Ltd , PREPARED FOR: I PHONE NUMBER: PAGE NUMBER: ~5% ~:f¢; A~ss KYSE MAkNARIGK (90~ 250-7093 1 OF3 ~]~%g~-7~3 DEARMOUN S/D ~2; BLOCK 2, LOT ~2 A.d.G. .,~D SITE P~N 912512014 ~ ~ . DESIGN CRITERIA; GEG. Ltd. HAS AN 8 PAGE SPECIFICATION NUMBER OF BEDROOMS: 2 LETTER THAT PERTAINS TO THIS DESIGN. TO GALLONS PER DAY (GPD): 300 OBTAIN A COPY OF THE LETTER CONTACT i PERCOLATION RATEIB: 9.6&3.2 MIN./INCH GEG BYPROCEEDINGFORWARDWITHTHIS PROPOSED APPLICATION RATE: 0.8 GPD/FT~ -- INSTALLATION. THE ENGINEER. WELL DRILLER. CONTRACTOR AND PROPERTY OWNER AGREE MINIMUM DRAINFIELD SQFT: 375 THAT THEY NAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE WATER MAIN DRAINFIELD DESIGN: TERMS AND CONDITIONS OUTLINED. MAX[MUM DEPTH: 12.5 FEET / MATTHEWS DRIVE CONTRACTOR SHALL HAVE EAST %. ~(...~,/':.' : ,r P. NOTE: IT IS UNKNOWN IF 1972 ', BOTH WERE SEEPAGE PIT WAS ~ y ~ / EXPOSER AND ~. ABANDONED DURING \\ Eb,O*l, / ABANDONEDBy WILCO CONSTRUCTION OF BOOTLEG \ ~ CONTRACTORS. DRAINFIELD. DURING 0 ~vO~~ \\ \\., SEPARATION CONSTRUCTION,To NEW 10' \ \\ PROPOSED FCC \(¢ I/ /~ //~ (SAME ALTERNATE SITE CRITERIA) DRAINFIELD SHALL BE \\ /~ .~ CONFIRMED. IF PIT IS FOUND ~'~2 °~, E ...... CONSTRUCTION SITE, THE PIT '~. SHALL BE ABANDONED AND x.,, SEPTI~ TANK FILLED WITH PIT RUN GRAVEL. x -- ~OPOSED DOUBLE CLEANOUTS . .xr x ................................ ~ .............. REGISTERED PROFESSIONAL LAND ' -- --/-~ .... GARNESS ENGINEERING GROUP, Ltd KYSE MALNARICK[ (907) 250-7093 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: ,~ DESIGN OF PROPOSED SEPTIC SYSTEM 10/7/2014 LU W 0 W GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS PREPARED FOR: I PHONE NUMBER: PAGE NUMBER: KYSE MALNARICKI (907) 250-7093 3 OF 3 LEGAL OESCRIPTJON: DRAWN BY: DEARMOUN S/D #2; BLOCK 2, LOT 12 A.J.G. TYPE OF WORK: DATE: k,,, PROFILE DRAWING FOR SLOPE WAIVER 10/7/2014 GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL LEGAL DESCRIPTION: DEARMOUN S~/D #2; BLOCK 2, LOT 12 __ -- PERFORMED FOR' KYSE MALNARICK DATE' 8/5/2014 F'LL&OR^N~ELOAM ITEST HOLE #1 I SOILS LOGGED BY: ANDREWGRAY CONIVlENTS: SOIL CLASSIFICATIONS NL CL GL NH CH OH SC DEPTH TO GROUNDWATER DATE DRY 81512014 DRY 9~6/2014 SITE PLAN SM SANDY SILT W/ WELL GRADED GRAVEl. SIZE PARTICLES PRESENT SCALE: DATE READING CLOCK NET TINE WATER LEVEL NET DROP TINE (MINUTES) READING (INCHES) 8/7/2014 1 2:49 6 2 3:19 30 I 1/2 4,5 3 3:19 6 4 3:49 30 2 4 5 3:49 6 6 4:19 30 2 4 6 (INCHES PERC. HOLE DIA. FT. PERCOLATION RATE 7.2 (HIN./INCH) TEST RUN BETWEEN 3.0 FT. AND 4.0 A PRESOAK WAS PERFORHED: 1YES BO PERCOLATION TEST PERFORMED BY: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. DAVID GARNESS PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: -. j GARNESS ENGINEERING GROUP, Ltd LEGAL DESCRIPTION: DEARMOUN S/D #2; BLOCK 2, LOT 12 PERFORMED FOR' KYSE MALNARICK DATE' 8/5/2014 FILL & ORANGE LOAM [TEST HOLE #2 UPPER BENCH SM SILTY SAND W/ GRAVEL SIZED PARTICLES PRESENT NOTE: TESTHO£ E WAS ORIGINALLY DUG ON 8/5/2014 RE-EXCAVATED TO A DEEPER DEPTH DURING THE FIRST WEEK OF SEPTEMBER 2014 SOILS LOGGED BY: ANDREW GRAY COHHENTS: SOIL CLASSIFICATIONS GW ~ 0RG GP HL GM CL GC 0L SW NH SP CH __ SH OH SC ATER DRY 8/5/2014 DRY 9/25/2014 SITE PLAN SCALE: DATE READING CLOCK NET TINE WATER LEVEL ~ NET DROP TINE (MINUTES) READING (INCHES) 8/712014 1 2:51 6 2 3:21 30 2.5 3.5 3 3:21 6 4 3:51 30 2.875 3.125 5 3:51 6 6 ,4:21 30 2.875 3.125 PERCOLATION RATE 9.6 (MJN./rNCH) PERC, HOLE DIA. 6 TEST RUN BETWEEN 3.0 FT. AND 4.0 FT, A FOUR HOUR PRESOAK WAS PERFORHED: .YES [~]N0 PERCOLATION TEST PERFORHED BY: DAVID GARNESS PERCOLATION READINGS ARE WITNIN1/16OFINCH. (INCHEE PERFORMED BY GEG, Ltd, I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: GARNESS ENGINEERING GROUP, Ltd CIVIL & .E~NVIRONM.ENTAL LEGAL DESCRIPTION: DEARMOUN S/D #2; BLOCK 2, LOT 12 PERFORMED FOR' KYSE MALNARICK DATE' 8/5J2014 EILL&O~ANGELOAM JTEST HOLE #2 LOWER BENCHJ SM SILFY SAND W/ GRAVELSIZED PARTICLES PRESENT NOTE: rES THOLE WAS ORIGINALLY DUG ON 8/B/2014 RE-EXCAVATED TO A DEEPER DEPTH DURING THE FIRST WEEK OF SEPTEMBER 2014. SOILS LOGGED BY: C0i'ti~ENTS: SOIL CLASSIFICATIONS ORG HL Ct OL HH OH SC DEPTH TO DATE GROUNDWATER DRY 8/5/2014 DRY 9/25/2014 SITE PLAN SCALE: DATE READINO CLOCK NET TIHE WATER LEVEL NET PROP TIME (HINUTES) READING (INCHES) 9/25/2014 1 1:15 6 2 1:25 10 2 1/4 3 3/4 3 1:25 6 4 1:35 10 2 3/4 3 1/4 5 1:35 6 6 1:45 10 2 7/8 3 1/8 7 1:45 6 8 1:55 10 2 7/8 3 1/8 9 1:55 6 10 2:05 10 2 7/8 3 1/8 11 2:05 6 12 2:15 10 2 7/8 3 1/8 PERCOLATION RATE 3.2 (MIN./INCH) PERC. HOLE DIA. 6 TEST RUN BETWEEN 5.5 FT. AND 6.5 FT. A FOUR HOUR PRESOAK WAS PERFORMED: · YES [] NO ,~NDREW GRAY & ROB CAMPBELL PERCOLATION TEST PERFORMED BY: ANDREW GRAY PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. (INCHES) PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PFg/RFO, RMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:--"'~1' ~0/I¢I~- Rob Campbell From: Sent: To: Subject: Kyce [kyce17@gmail.com] Friday, September 19, 2014 2:00 PM Rob Campbell September 18, 2014 September 18, 2614 Rob 6arness Garness Engineering 3701 E Tudor Rd #161 Anchorage, AK 99507 RE: 3756 Matthews Dr. Anchorage, AK 99518 Whom it May Concern: I am writing to inform you that I recently evaluated the current septic system on my property located on Matthews Dr. I dug up the current tank, removed it, and discovered that the sewer line is directed on to the neighboring property. PZease feel free to contact me with any further questions or concerns. Sincerley~ Kyce S. Malnarick 907-250-7039 kyce17~gmail,com GR,F~ER ANCHORAGE AREA BOROU'~ DL,.~RTMENT OF ENVIR0rgMENTAL 0UALI1, 3500 TUDOR ROAD ANCHORAGE,' ALASKA 99507 27~8686 ~NSPECTLON REPORT ON-SITE SEWAGE DISPOSAL SYSTEM MAILINO ~,/~ ,~,y ,,~,~(- ~/~//// PHONE ADDRESS / SEPTIC TANK: NUMBER OF DISTANCE FROM WELT ~¢"'¢¢/'2'~/'¢'"4///'~ MATERIAL COMPARTMENTS ! LIQUID CAPACITY /'~'~ GALLONS. INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH __ SEEPAGE SYSTEM: SEEPAGE PIT: NU~BE~ OF FITS / OUTSIDE DIAMETER Oi~ WIDTH /~ /, LENGTH ~ ~ /, D~PIH~ ~ / [[NiNOMATE.IAL~ ~ ~ ~//~ , DISTANCE FROM WELL ~~/~ .BUILDINOFOUNDA~ON ~ NEAREST LOT LINE ~ ~/ TOTAL EFFECTIVE ABSORPTION AR~A ~ALL AREA) ~/ SQ. FT. ~ ~ ~L~"~JELD: ~ TOTAL LENGTH DISTANCE FROM WEll , FO~J__ . NEAREST LOT LINE . OF LINES__ ., NUMBER OF LINES DISTANCe. BETWEEN LINES ~~ IN. TOTAL EFFECTIVE ABSORPTION AREA SQ. FT. LENGTH OF EACH LINE ~ DEPIH: TOP OF TLLE TO FINISH GRADE DEPTH OF FILTER MATER)AL BENEATH TILE IN. ABOVE TILE DISTANCE PROM WATER WELL: TYPE ~','~P')/'~')~/,"~DEPTH , BUILDING FOUNDATION SAMPLE .o NEAREST NEAREST SEPTIC SEEPAGE OTHER LOT LINE , SEWER LINE . TANK , SYSTEM .... CESSPOOl , SOURCES DISTANCES: DIAGRAM OF SYSTEM G.A.A.B. DATE ~-- ~'~'-~-- GAAS-HO' I GR?~"~ER ANCHORAGE AREA BOROU~"~ DL..~RTMENT OF ENVIRONMENTAL QUALrl, 3500 TUDOR ROAD ANCHORAGE, ALASKA ggs07 279-8686 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME MAILING ~,~ .~ -~.~, ,'~(/'~// PHONE~ ADDRESS '~/~" ~kcs,)( , SEPTIC TANK: LEGAL DESCRIPTION NUMBER OF ~:~/~'~./~'7/-/-"(///79/ MATERIAl '~'~'~ ~/~ ~7//~'~',~J~'O COMPARTMENTS DISTANCE FROM WELL / LIQUID CAPACITY /'~'e~ GALLONS. INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH__ SEEPAGE SYSTEM: NUMBER OF PllS LINING MATERIAL NEAREST LOT LINE SEEPAGE PIT: OUTSIDE DIAMETER OR WIDTH /~ / ., LENGTH ~,7 , DEPTH ,,Z.~:~ C--~4~',..~ ~/~ DISTANCE FROM WELt ~~/~. BUILDING FOUNDA~ON ~/ TOTAL EFFECIIVE ABSORPTION AREA ~ALL AREA) ~/ SQ. FT. ~IL"~-~~IELD: ~ TOTAL LENGTH DISTANCE FROM WELl . F0~11~:~4~ ~ NEAREST LOT LINE ., OF LINES ~ NUMBER OF LINES DISTANCE BETWEEN LIN~ IN. TOTAL EFFECTIVE ABSORPTION AREA SQ. FT. LENGTH OF EACH LINE ~ DEPTH: TOP OF TILE TO FINISH GRADE DEPTH OF FILTER MATERIAL BENEATH TILE IN. ABOVE TILE: DISTANCE FROM WATER WELL: TYPE ~,~)~/'~/~//'/~DEPTH . BUILDING FOUNDATION. SAMPLE_ , NEAREST NEAREST SEPTIC SEEPAGE OTHER LOT LINE ., SEWER LINE TANK , SYSTEM , CESSPOOL , SOURCES DISTANCES: J 4" DIAGRAM OF SYSTEM G.A.A.B. · .... gRE~rER ANCHORAGE AREA bOP~OU~ SEWAGE DISPOSAL SYSTEM m APPLICATION AND PERMIT SO,L TEST RESULTS SEEPAGS PIT DRAIN FIELD ii OTHER To ,E '"STALLED BY ~~ FINAL INMIEC'T1ONi ;14 HOUR HOTIC[ RIEQUIRED. ~4[ALTH DEPAR'~41ENT AU~OR~ WILL BE ~UBJ[CT TO FOUNDATION TO SEEPAGE PIT ~ / IEPTIC TANK TO GEEPAGE PiT ~ALI ~ ~/ 8[~1C TANK ~/ SEEPAGE PIT ,~ / . DRAIN FIELD WATER MAIN TO SEPTIC TANK _/O / SEEPAGE PiT /~ SEPTIC TANK. ,g~-~"~ SEEPAGE PiT /~)~'~/ DRAIN FIELD TO RIVER. CXKE. STREAM. SEEPAGE TYPE GRAY. L, IBACKPILI.