The URL can be used to link to this page

Home My WebLink AboutREBISCHKE LT 50ERebischke Lot 50E #050-252-18 Permit Number: Tax Code Number: Work Type: On-Site Wastewater Disposal System Permit OSP141291 05025218000 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: August 25, 2014 to August 25, 2015 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: REBISCHKE Site LegalAddress: REBISCHKE LT 50E G:0051 Owner/Address: DEPARTMENT OF HUD 34 CiViC CENTER PLAZA RM 7015 SANTA ANA CA 927014003 Site Mailing Address: 16323 POPPY LN, Eagle River Lot Size in Sq Ft: 10747 Total Bedrooms: 4 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. Received By:,~._, Issued By: Date: ~:~ ~-~"~ Municipality of Anchorage P.O. Box 196650 · 4700 Elmore Road Anchoraqel Alaska 99519-6650 · (907) 343-7904 · Fax (907) 343-7997 http:llwww,muni.orqlOnsite Development Services Division On-Site Water and Wastewater Program Department **** VARIANCE/WAIVER REVIEW **** WaiverS: OSPt4'1292 COSA#: PID#: 050-252-18 Legal Description: Rebischke Lot $0E Engineer: Garness En.qineerinR Group Permit~: OSPt4t292 Applicant: Jordan Woods 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 5.0 feet. This waiver approval applies to the proposed absorption field only. Any future upgrade to the on-site wastewater disposal system will require ali 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 nonobjection 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.' ^ roved : _ ..... ........................ L ?,..rn¥,~, .'~,v2t~,e:, ,,~ ......... ..., **** VARIANCE/WAIVER REVIEW **** 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. 050-252- 18 Property owner(s) JORDAN WOODS Mailing address 16525 POPPY LANE * EAGLE RIVER, AK 99577 Day phone 529-6201 Site address 16525 POPPY LANE * EAGLE RIVER, AK 99577 Legal description (Sub'd, Block & Lot ) REBISCHKE; LOT 50E Legal description (Township, Section & Range) Lot Size Sq. Ft. Number of Bedrooms APPLICATION IS FOR: APPLICATION IS AN: ( [] all that apply) Initial [] Absorption Field [] Septic Tank [] Upgrade [] Renewal [] Holding Tank [] Privy [] Private Well [] Water Storage [] THIS APPLICATION INCLUDES A VARIANCE/WAIVER REQUEST FOR: LOT LiNE WAIVER TYPE OF DEWELLING: Single Family (SF) [] (w/wo ADU) Duplex (D) [] Multiple Dwellings [] (SF and/or D) Distance: 5 FEET 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: Permit No. (~-'~ Waiver Fees: ~"[~'~' -- DateofPayment: -flM' Receipt Number: 0 {~"~H & - Waiver No. 05 ¢l~l~'~' (Rev. 01/11) GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS July 25, 2014 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic System Upgrade for Rebischke Subdivision; Lot 50E To whom it may concern: The existing 4 bedroom house is served by a private well and septic system. We are proposing that a Quanics Aerocell treatment system (CAT II) be installed on this properly which includes the installation of a 1500 gallon S.T.E.P. tank and trench type drainfield. Attached are a site plan and a design drawing showing the proposed septic system. One test hole was excavated on the property. The drainfield will be designed around the 30 foot radius of this test hole. Comments regarding the design are summarized as follows: 1. SOILS: See the attached 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 water concerns. 4. TOPOGRAPHY: As can be seen on the attached design, the average topography below the drainfield is relatively flat. In shod, there are no slope concerns. 5. LOT LINE WAIVER: Due to site constraints, we are requesting a 5 foot lot line waiver from proposed drainfield to the north lot line. There are no adjacent septic systems within 10 feet of the proposed drainfields. 6. DRAINFIELDS TO CLASS "C" COMMUNITY WELL WAIVER: A 120 foot waiver is required from a class "C' well on the adjacent property to the proposed septic system. This waiver is being requested to ADEC. Once the waiver is issued we will provide you with a copy. 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 for your assistance. Presid P.E., M.S. 3701 East Tudor Road, Suite 101 *Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.c0m Municipality of Anchorage P.O Box 196550 4700 Elmore Road Anchorage, Alaska 99519-6650 (907) 343-7904 Fax (907) 343-7997 http:llwww.muni.orglonsite Planning and Development Services Department On-Site Water and Wastewater Program On-Site Sewer/Well Submittal Comment Sheet =ngineer: .egal Description: GARNESS ENGINEERING GROUP LTD REBISCHKE Lt 50E 8/14/2014 ~ermit: OSP141291 Septic Completed By: {eport Type: On-Site Review D.Wockenfuss 'he attached paperwork has been reviewed and is being returned for the following reasons: 1. The foundation cleanout appears to be under a deck. Is it accessable? If not, please address. 2. Since the existing system is undocumented, an alternate site is required.,~-'--- .,. 3. Missing the AWWTS Maintenance Agreement. AMC 15.65.36~B ~ ~ ~ .,~ ~ ~,~rL ?~-~,'4~.- C-~¢~;J~,'ri~'~r~ 'T'i'Yp¢~ LOT 4; SCHULTZ S/D" -~ LOT 3; SCHULTZ S/D \\ BUILDING PER OWNER SCALE: LOT 51, SECTION UN~ILTHATDAYCHURCH PA~SONAGEPEROWNER WATER / LOT 53C, MCGANN LOT 53D, MCGANN S/D LOT 536, I LOT 53A, MCGANN S/D MCGANN S/D LOT 53E, MCGANN S/D GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL PREPARED FOR: ~ PHONE NUMBER: PAGE NUMBER: JORDAN WOODS I (907) 529-6201 1 OF4 LEGAL DESCRIPTION: DRAWN BY: REBISCHKE S/D; LOT 50E J.L.M. TYPE OF WORK: DATE: ~. SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM 7/25/2014 NOTE: THERE ARE NO EXCESSIVE SLOPES WITHIN 50 FEET OF THE PROPOOSED DRAINFIELD. / DESIGN CRITERIA: NUMBER OF BEDROOMS: 4 GALLONS PER DAY (GPD) : 600 ~ERCOLATION RATE/S: <1 MIN./INCH ~ROPOSED APP. RATE: 4,0 GPD/SQ. FT. ~41NIMUM DRAINFIELD SQ.FT.: 150 SO.FT. DRAINFIELD DESIGN: MAXIMUM DEPTH: 6FEET WIDTH: 5 FEET LENGTH: 30 FEET M.O.A APPROVED SAND FILTER: 2FEET EFFECTIVE: 0,5 FEET ACTUAL SQ,FT,: 150 LOT 50C NOTE: THE CONTRACTOR SHALL HAVE TH E 100 FOOT WELL RADII. THE 120 FOOT WELL RADIUS. THE NORTH LOT LINE AND THE EAST LOT LINE FLAGGEB BYA REGISTERED LAND SURVEYOR PRIOR TO ANY CONSTRUCTION, LOT 50B SCALE: 1"=30' (SEE DESIGN CRITERIA) 650 AEROCELL MT LOT 50D EXISTING EXISTING WELL EXISTING GARAGE EXISTING 4 BEDROOM HOUSE POPPY LANE GARNESS uI ,.G E ROUP, Ltd PREPARED FOR: I PHONE NUMBER: PAGE NUMBER: JORDAN WOODS 529-6201 2 OF 4 LEGAL DESCRIPTION: DRAWN BY: REBISCHKE S/D; LOT 50E J,L,M. tYPE OF WORK: [ DATE: ~ DESIGN OF SEPTIC SYSTEM UPGRADE 7/25/2014 / LOT 50A // FOUNDATION CLEANOUT i LOT 50F \ PROPOSED 100' WELL RADIUS STANDARD TANK CONFIGURATION DIAMETER TOTAL LENGTH SHELL COMPARTMENT A ~COMPARTMENT B iNLET INVERT HIGH WATER ALARM OVERRIDE FLOAT 1500 07" 34" ( 24" ( 36'1 NOTE: FLOAT LEVELS ARE FROM BOSOM OF PUMP ( ¢~ tS FROM BOI~OM OF TANK ELECTRICAL WIRE/S (SUPPLIED BY CONTRACTOR) SEE iNSTALLATION MANUAL FOR 24" iNSULATE SIM/TECH PRES UL L~STED SPLICE BOX WITH 5 CORD CONNECTOR: * 2" UL LISTED [ 24" RISER. TOP 4 FEET INSULATED WITH 2 INCHES URETHANE W PVC CONDUIT FOR ELECTRICAL CONNECTIONS ( FLOATS & PUMP) ~ 2" OF INSULATION OVER TANK ~ IS RECOMMENDED ON ALL INSTALLATION REGARDLESS OF BURIAL DEPTH 1500 GALLON S.T.E.P, TANK SUPPLIED BY GREER TANK 10 GAUGE, RATED FOR 10' BURIAL BAFFLE (SEALED) -WELDED AROUND ENTIRE PERIMETER QUANICS AEROCELL CAT. II QUANICS AEROCELL SYSTEM CATEGORY II CONFIGURATION (3 TO 4 BEDROOM SYSTEMS) 3NTROL PANEL WITH SENSAPHONE REMOTE MONITORING SYSTEM AND OPTIONAL JANDY VALVE ACTUATOR SWITCH (NO LOW LEVEL ALARM TERMINALS) , qDE RIGID INSULATION CENTERED OVER PIPES i QUANICS AEROCELL 650 TREATMENT MODULE WITH INTERNAL DIVIDER WALL AND CLEANOUTS · 4" BY 4'V ;iD INSULATIC f CENTERED OVER PIPE / - 4"VISUAL PORE 3E LINE '; D DRAINFIELD 2" DISCHARGE LINE DRAINFIELD. SEE APPROVED ENGINEERED DESIGN DR,~ WING/S HIGH WATER FLOAT OVERRIDE FLOAT ~-1.25" SUPPLY LINE ~2" RECIRCULATION LINE LOW LEVEL CUTOFF Fi. OAT (ON/OFF) GOULDS PE51M OR EQUIVALENT NOTE: ALL PIPE IS TO BE E- HEDULE 40 PVC UNLESS NOTED O, HERWiSE.j INOTE: ALL PIPING FROM S.T.E.I I'ANKTO AEROCELL MODULE SHALL BE PLACED ON SUITABLE BEDDING MATERIAL 7HAT IS MECHANICALLY COMPACTED. ALL LINES SHALL BE GRADED SO THAT THEY WILL DRAIN AFTER EACH PUMP CYCLE AND WILL NOT RETAIN ANY STANDING WATER, DESIGN CRITERIA: DRAINFIELD DESIGN: NUMBER OF BEDROOMS: 4 MAXIMUM DEPTH OF EXCAVATION: 6 FEET GALLONS PER DAY (GPD): 600 WIDTH: 5 FEET PERCOLATION RATE/S: <1,0 MIN./INCH LENGTH: 50 FEET ~~~:_~°--~/ ~v--.... MINIMUM DRAINFIELD SQ.~.: 150 EFFECTIVE: 0.5 FEET *THIS IS A CAT II QUANICS SYSTEM ACTUAL SQ. ~.: 150 ORIGINAL GRADE ~ 4" OF INSU~TION BY 4 ~ ' / FE~ WIDE OVER FEED LINE ~(HIGHEST POINT' / ' AND REC,RCU~TiON LiNE ~ ., 650 AEROOELL UNIT~ / ~ ~4 .CL~NOUT X / ~4' MONITORING TUBE X / ;4 MONITORING TUBE ~" CL~NOUT2 5 / /~4" CL~NOUT / ~FILTER FABRIC ~ ~ ~ DEEP MAX. ~:~~ ~--~ ": ..""C':-: ...~,. :::-....:::.;':.w' :.: .":.~..'..~,. ::.~ :.'":. ', .~.....:-.c..:',:':'c..:..:..,,.::<.'::. ';.::.:.', :~ :.., :.: .::: ~:~.'., .:.::,?... :,..:..::..,., :.., ~::..-,.:..-..: . :.,:......: ~ ';..: "A.:' .;'0.5 EFFECTIVE~ ~ '.,[ ti: ,E,.,:,:::,':' .. ,.%. ,:.: .':; '.,'... '..:',:;:. :...:. '.:.:"',..' L.:'~ '.t.:;,:¢.' C: .", W....'.:::"::"'"..'"L, t,' .;..., :':~ .~::.."."': :.. '..'. '.:~::~1' / / / - :...,..,~.,:.:..,.:'.~: ..... ,~.,,.:,:.:-,,..':.:.: ,...::,..,-.:....,'.,-~ o~ ~A., ~,,T~.:'.'::...':,,:~'.:' :: .~': ~,.:',.,'~,":::: ". :.:",: ,':,:":' :'..:,':'.:'. :"~ ':' '.~:~ / / / ,.1.~ "....;'"::L".;':,:~),::..:~. ~..: :.' ','.? L.:..::'.....'.::::t.:::::.:tt 1',.', ..:: :t.,z:.::;-.:'.'~,';:',': :: ~: -..:.':., ,.:.':':, t~ L .".?t;.:.'~ ~: ?:~ .:2, ,)L:.'c:z.::'?,",'::"::..:' .::,': :.':.':. ~Fq '"':· L:;L?C~::'.'~.,.,i :.: :'...' .'."'....'~ ....... :-..., ~,.. ....... ~`:~:~`~:~:`~:~``~``~`~``:~:`~`~`~:~`:~~:.~ / / I . ~30 FEET LON~ -~ SHALL BE INSULTED WITH 4" OF INSU~TION BY 4 FE~ WIDE AND CENTERED OVER PIPE. THESE PROPOSED 1500 GALLON LINES SHALL BE INSTALLED SO THAT THERE ARE S,T.E.P. TANK WITH NO BELLIES ON ANY PORTION OF THE LINES. QUANICS COMPONENTS AND CONTROL PANEL GARNESS ENGINEERING GROUP, Ltd [SOIL LOG - PERCOLATION TEST[ LEGAL DESCRIPTION: REBISCHKE S/D; LQT 50E PERFORMED FOR: JORDAN WOODS DATE: 7/18/2014 ORGANICS ITEST HOLE #1 I LOAN (SM) SOIL CLASSIFICATIONS SITE PLAN CL OL CH Ox&~ OH SC GP TO SP x,~t~'tJ' DEPTH TO GROUNDWATER DATE DRY 7/18/2014 DRY 7/25/2014 WITH SOME LARGE COBBLES & BOULDERS SCALE; 1" = 100' DATE READING CLOCK NET TIME WATER LEVEL NET DROP TildE (MINUTES) READING (INCHES) 7/18/2014 1 6" 2 <2 0" 6" 4 <2 0" 6" 6 <2 0" 6" ? 6" 8 <2 0" 9 6" 10 <2 0" 6" PERCOLATION RATE <1 (HIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 6 FT. AND 7 FT. A FOUR HOUR PRESOAK WAS PERFORHED: [~YES 'NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: PERCOLATION READINGS ARE WlTHIN1/16OFINCH. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE~FOR.MED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE:~·'---[~,~/' [.Iq D}vision of ?stet Waste,rater Discharge M~:horiza~ion ?rogram ~5,5 Co~cloYa Sit ool Anchorage, A[asXa 99501 Main: (5'07)-269 7.519 Fclx:{907) 269-348/ July 3!, 2014 Jeffi:ey Garness, P.E. Garness Engineering Group 3701 E. Tudor Road, Suite 101 Anchorage, Alaska 99507 Re~ Eagle River - RebiscKke Subdivision, Lot 50B-Class "C" Well Separation Distance Waiver Application from 150 Feet to 120 Feet from the Source Well to the Soil Absorption System-ADEC Plan Tracking Number 10902 Dear Mr. Garness, On May 29, 2014 the Deparm~ent received an engineering plan submittal requesting a waiver of the separation distance to the existing Class "C" Source Well on Lot 50B to the planned new wastewater treatment plant and disposal system being replace for the single family development on lot 50E of Rebischke Subdivision. The new system on lot 50E will be within the Class "C" 150 foot well radius which is waivered to 120 feet. The older septi6 tank and field must be removed and properly disposed of off site. (per UPC, Appendix K). Based upon the Engineer's recommendation and the submitted information a waiver for this application has been determined to be protective of public health. found to be failing or determined as endangering public health, the waiver is rescinded and corrective engineering action will be require& This approval does not imply the granting of additional authorizations nor obligate any state federal or local regulatory body to grant required authorizations. Any person who disagrees with this decision may request an adjudicatory hearing in accordance with 18 AAC 15.195 - 18 AAC 15.340 or an informal review by the Division Director in accordance with 18 AAC 15.185. Informal review requests must be delivered to the Division Director, 555 Cordova Street, Anchorage, Alaska 99501, within 15 days of receiving the decision. Guidance information on the informal review process may be found at http://www.dec.state.ak.us/commish/ReviewGuidance.htm. Adjudicatory hearings requests must be delivered to the Commissioner of the Depm~nent of Environmental Conservation, 410 Willoughby Avenue, Suite 303, P.O. Box 111800, Juneau, Alaska 99801, within 30 days of the decision. Ifa hearing is not requested within 30 days, the right to appeal is waived. Thank you for your cooperation. If you have any questions please do not hesitate to contact me at 269-7519. Respectfully, William R. Rieth, P.E. Environmental Engineer