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Home My WebLink AboutRABBIT CREEK VIEW & HEIGHTS BLK 1H LT 22ARabbit Cr k View & H ight Block 1 H Lot 22A #020- 531 - 12 Permit Number: Tax Code Number: Work Type: On-Site Water & Wastewater System Permit OSP121364 02053112000 WellSeptic 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 Initial Permit Effective Dates: November 05, 2012 to November 05, 2013 Design Engineer: SPURKLAND ENGINEERING Subdivision: RABBIT CREEK VIEW & HEIGHTS Site Legal Address: RABBIT CREEK VIEW & HEIGHTS BLK 1H LT 22A G:3240 Owner/Address: WHITE JENNIFER 50% & SWIFT SCOTT R 50% 7920 HAZEL CT ANCHORAGE AK 995160000 Site Mailing Address: 7920 HAZEL CT, Anchorage Lot Size in Sq Ft: Total Bedrooms: 30230 I This permit is for the construction of: N Disposal Field N Septic Tank Y 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. Special Provisions: The permit includes waiver OSP121365, allowing the holding tank to be 40 feet minimum from surface water. Municipality Anchorage P.O. Box 196650 · 4700 Elmore Road Anchora~le, A aska 99519-6650 · (907'~ 343-7904 · Fax (907) 343-7997 http:llwww mun or.q/Ohs te Development Services Division On-Site Water and Wastewater Pro,qram **** VARIANCE/WAIVER REVIEW **** WaiverS: OSP121365 COSA#: Permit~: OSP121364 PID#: 020-53t-12 Legal Description: Rabbit Creek View & Heiqhts, Block 1H, Lot 22A Engineer: Spurkland Engineering Applicant: Scott Swift Your request for a waiver of the required 100 feet horizontal separation from the holding tank to the surface water has been approved. The approved separation distance is 40.0 feet. Tiffs waiver approval applies to the proposed holding tank 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: l (/~'~/,/~ Approved by:.~%~ {~ Na~ne of Reviewer Rec~: 0'18880 Amount: $800,00 Date Paid: '10/12120'12 **** VARIANCE/WAIVER REVIEW **** MUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division On-Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 020-531-12 Property owner(s) SCOTT SWIFT Mailing address PO BOX 15143, FRITZ CREEK, 99603 Day phone 207-319-2429 Site address 7920 HAZEL CT., ANCHORAGE, AK 99516 Legal description (Sub'd., Block & Lot) RABBIT CREEK VIEW & HEIGHTS BLK 1H LOT 22A Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms 1 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: ([] all that apply) Absorption Field [] Initial [] Single Family (SF) [] (w/wo ADU) Septic Tank [] Upgrade [] Duplex (D) [] Holding Tank [] Renewal [] Multiple Dwellings [] Privy [] (SF and/or D) Private Well [] Water Storage [] THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: ~[o/~l'~ 7}f~/~ 7~ ~7.c~ A/~ ff-l~' Distance: ~'0 I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Sig~gn~'u~~dy owner or authorized agent) Permit/Rush Fees: ~ ~'-,,-~0 - Date of Payment: Receipt Number: ~ ?),~ O O~ Waiver Fees: Date of Payment: Receipt Number: Waiver No. '00 Permit App_9~1*12.doc Environmental Consulting and Design SEPTIC SYSTEM DESIGN Rabbit Creek View & Heights Block IH Lot 22A Municipality of Anchorage Development Services Department On Site Water and Wastewater Program 4700 Elmore Road Anchorage, Alaska 99519 October 10, 2012 Subject: Well & Holding Tank Installation Permit 7920 Hazel Court Ladies and Gentlemen: I am writing to request a well and holding tank installation pemfit for the above referenced property. The lot was initially developed in the 1970s; no records of on-site wastewater approval have been located. The existing wastewater system consists of a 1000 gallon holding tank installed above grade in a heated utility room. Since the existing system does not appear to have been approved, a variance of AMC 15.65.070A2 is being requested. The owners would like to install a well and bring the wastewater system into code compliance. In August I conducted several site visits to determine if suitable conditions existed for the construction ora septic system. As can be seen from the site plan the property is very wet, flowing or standing water was observed in the ditches along Carl Street, Hazel Court, and Alta Court. A pond was also observed directly south of the southern property line. Two test holes were excavated on the western portion of the property. Organics and peat were observed to a depth of 1.5 - 2.0 feet, beneath the organic layer, a blue/gray oxidized silt/clay was observed. Water began to pool in the excavation and was observed at the organics silt/clay interface on August 21, 2012. The lot topography is generally level and vegetated with alders and devils club, indicating that the subsurface conditions are consistent across the entire property. This was confirmed by the owner, who had done some excavation on eastern portion of the property and observed similar condition to those observed in the test holes. Most of the neighboring properties axe undeveloped, those that are developed are either on holding tanks or have undocumented wastewater systems. A site plan, soil logs and design drawings are enclosed for your review. 203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurldand~gci.net Environmental Consulting and Design I System: We are proposing a 2000 gallon holding tank. The holding tank will contain a high water alarm switch, set to activate with 500 gallons of reserve space, this will provide three additional days to have the tank pumped at maximum usage. A contract with a septic ta~nk pumping service will be maintained so that the system is pumped on a regular basis. We expect to have the tank pumped every 2 to 3 weeks. Final disposal of the waste will be at the AWWU treatment facility. Waiver: A waiver of the surface water setback will be required. The holding tank will be installed a minimum of 40 feet from the ditches along Hazel and Alta Court. The tank will be located in a high traffic area. If it were to overflow it would be recognized immediately and the tank would be pumped. Berms will be constructed around the holding tank area to prevent overland flow towards the drainage ditches. The installation of this septic system will not prevent wells and septic systems from being installed on the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoffwill not result from this installation. If you have any questions or concerns, please contact me at 279-3916. Sincerely, Lars Spurkland, P.E. Civil Engineer 203 West 15th Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland~gei.net VACANT LOT IOA VACANT LOT LOT 1~ VACANT LOT ISA VACANT LOT 144 V4CANT LOT 1SA N Iv HAZEL COURT RESIDENCE ~UT~OU,.~ LOT LOT 2lA VACANT LOT IA ~ I \\ I \\ f- LOT lA ~ LOT2A NOTE,' THIS IS NOT A SURVEKED PLAT. FfEU- ~ SEPTIC LOCATIONS TAKEN FRO~I ON-SITE ~/ATER AND WAS[E WATER OEPARTI, IENT DOCUMEtITATION. AU. LOCATIONS SHOWN ARE APPROX#~IA TE* 50 100 I50 SCAL& I' = 100 F~ SPURKLAND ENGINEERING 203 W ]STH, AVENUE ANCH, AK, 9950i (907) 279-3916 BII' £REEK VIE~' & HEIGHTS RI, K 1H LI' 22A SEPTIC SYSTEt~I DESIGN $CDTT SWIFT J BATB. SEPT 20, 2012 PD BDX 15143 FRITZ CREEK, HOMER, AK 99603 SHEETt l/3 GRID: 3240 PERMIT # OSPIllOXX PIB # 0£0-531-1£ HAZEL N EA£TH PRIVY LOT 22A pROPOSED *ELL] IIHSrAll mUNOAr/ON CLCANOU~ INSTAll 2000 GALLON NOLOING rANd W/ NIGH ~VATER ALARkl ANCHOR TANK A~INST FLOATATION LOT 2M VACANT [ ~ NOTE~ SLOPES EXCEEblNO 25% I~RE NOT ODSERVEO W/THIN 50 FEET DOWN GRAOIENT OF THE PROPOSEO ADSORPTION £1ELO LOOAtiON. NOTE: THIS IS NOT A SURVEYED PLAT. WELL ~ SEPtiC LOCAtiONS TAKEN FNOkl ON-SITE WATER ANO WASTE WATER DEPARTNENT OOCU&IENTATION, ALL LOCAtiONS SHOWN ARE APPDOXI~MTE. 25 0 25 50 75 1§~ 125 150 SCALE: 1' = SO FT, SPURKLANO ENGINEERING £03 I~ 15TH, AVENUE ANCH AIC 99501 (907) 279-3916 J~IBRI'I' CREEK VIE~ ~ IIEIGII~ BIlE III LT 22.,1 SCOTT PO ~Ox 15143 FRITZ CREEK HONER, AK 99603 SEPTIC SYSTEY DESIGN DATE: OCT 1, 2012 SHEET: 2/3 GRID~ 3240 PERMIT # DSPI£1OXX PID # 020-531-Ip RAB3ITCREEKVIE~/HEIGHTSBJHL2PA, SCSO, D~/G 6' EARTHEN £ERM -- I----Il =lll-~lll~lll_~lll_~lll_~= Anchor Sfr~p$ 4'x2'x2'Concrete Anchors 1' X 10' CONBUIT RAIN CAP PUMP -- I'GALVANIZED Lg 18' HIGH WATER ALARM MERCURY SWITCH STANDARD 2000 GAL, HDLDING TANK ANCHORAGE TANK NO SCALE DIRECT BURIAL WIRE T£ALARMPANEL -- 1' PVC CONDUIT 64' SPURKLAND ENGINEERING 203 ~ 15TH, AVE STE. 208A ~NCH, AK, 99501 (907) 879-3916 RABBIT CREEK VIEW & HEIGHTS £LK IH L T 28A HBLDING SCBTT SWIFT ~^TE: PBBDX 15143 FRITZ CREEK, HOMER, AK 99603 SHEET~ TANK INSTALLATION OCT 1, 2012 3/3 GRID~ S240 02P121XXXX PID# 020-531-12 RABBITCREEKVIEWHEIGHTSB1HL22A,DS. DWG Municipality of Anchorage I~c~c~t'~'%s~L) ~ Development Services Department I ~,~ . ~,..0..F. [/ ~...~,,,~ \\ On-Site Water and Wastewater Program ,,~ CSV '~..~ tk~~// ~.o. Box ~9~5o~.o~or.g~, ~K ~950z ~].~ .... ~ ......... Soils Log - Percolation Test ~J, ,~:, /~/~//7 ,.~ ,o,: sco~ SWIFT ~.t. ,.~o~~SS~;~ Legal Description: ~BBIT CREEK VIEW & HEIGHTS BLK 1H LT 6A Township, Range, Se~ion: Slope Site Plan 2- 3- 4- 5- 6- 7- 8- 9- 10- 12- 13- 14- 15- 16- 17- 18- 19- 20- WAS GROUNDWATER ENCOUNTERED? YES S IF YES, AT WHAT DEPTH? 2' L O Depth to Water After p Monitoring? 2' E Date: 8/21/12 Reading Date Gross Time Net Time Oepth to Water Net Drop PERCOLATION-RATE (minute~t~ch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS NATIVE SOILS CONDITIONS NOT SUITABLE FOR ON-SITE WASTEWATER DISPOSAL PERFORMED BY: I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: Municipality of Anchorage Development Sewi~s Depa~ment Building Safe~ Division On-Site Water and Wastewater Program P.O. Box 196650 Anchorage, AK 99507 (9O7) 343-7904 Soils Log Percolation Test Pedormed For: SCOTT SWI~ Date 1- Pc. AT 3- 4- 5- 6- 7- 8- WAS GROUND WATER 9- ENCOUNTERED? YES S 10- JF YES, AT WHAT DEPTH? 2' L O Depth to Water A~r p 12- Da~: 8/21112 13- Reading Date Gross Time Net Time Depth to Water Net Drop 14- 15- 16- 17- 18- 19- 20- PERCOLATION-RATE minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN FT AND FT COMMENTS NATIVE SOILS CONDITIONS NOT SUITABLE FOR ON-SITE WASTEWATER DISPOSAL PERFORMED BY: I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: