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Home My WebLink AboutRABBIT CREEK VIEW & HEIGHTS BLK 11H LT 14ARabbit Creek View &Heights Block I I H Lot 14A #020-581-68 Municipality of Anchorage Development Services Department ^� Building Safety Division On -Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage. AK 99519-6650 Page of www.ci.anchorage.ak.us (907) 3417904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW of,o�o-+ PID Number. oto- Sgt- (08 Name A EIIE QAVjS Wastewater System: [ENew E] Upgrade meas F0 Qo 36Gir wood 9Y 0 ABSORPTION FIELD Plana Numberd ae*b , 9 O Dew Tmrfl p(Sr000w TrantT O Bed O Moua O Omar LEGAL DESCRIPTION 5«I RYaq 4 tm.m l yra. TWA DepN ms GPDrFIs 9. S FI. StW* Lot s.DOmWI lIH 10. RA%b;lr 14ti 4ts Dom b Pipe 0011«.1 ft" orpmi prae I Gravel ewlh b«MNh Pipe 3.5 cr«.6. Ft. Ft Tbwnahlp Range Swan FA aaa above arpnY par I- �- C." Length. '30 it. Ft. Well: ® New ❑ Upgrade C." w h 5 Numb« of Ima 1 D161Yae DeN/een Imf -- Fl. FL clasv.ull. (Prowl., A B. C). TWA Depen Casa to TNA absolptm Yn P1pe mm" Pr1/Ai( ^ IA(O Ft. T(O Ft ^ e p(�p 1`12 r Dra« NCEE Dm* D". SM1K WY« Lw 9 0(, GI NY.1w Glao Ezc. Dwe Ing~ II 20o6 Ft 10 —11 14 o4 Y.w S Pump S« N LCa" IDD 1 VA AboIveL Ground TAN K GPM FI. t�.l Ft SEPARATION DISTANCES ❑ Septic ❑ Holding 1c.S.T.E.P. Other. To Septic Absorption Lit Holding ItibliclPrivate kurjep . war+'r From Tank Field Station Tank Sewer Lineylackoroige-a. oY 1500 wNl +loo +led — — tZSr W1«ul st«k Num acompenmnl. a, sure www« +(,p' + +bp'+ _ _ LIFT STATION 3e MAWN Lot Lm +10 +to1 Gal 'Pump «i MvN N 'Pump Olr MVN N V high vvet« YYm N FW,," n 1 4.5' 1 + to •- N N N Pump Melee a Ma Elwnul NSPwlons Paarma by cWt«n wYn N A NIA �v A — R~s BENCH MARK 2 Lorauon Ya Ne 10an {r4nc�. &16 �. a Woo TrimJAIVW fr iLLMM1M0 .'Yarl. w WW i On Yi Corn r o 100 FL Engi`re5ezja\ Inspections performed by: TCA Moore, Dates: 1N 111410f. = � OF A�q 11 Develop ent Services Department Approval ti _ Conditional Approval Date: S C'/ Til 49— 0 ' ,�e k } ` Srf- SQV0.k-i90 Lellerz bA4eD I Z 2tG% // �;;LlREE.S-:IPKLA`.D:•r , i o (li l/J�i; t5SO .,N ORS 2-�rMS ice ,Qr (nn1 1r�ca�. Reviewed and approved by Date: a«04%) �s Environmental Consulting and Design SEPTIC SYSTEM WASTEWATER INSPECTION REPORT Rabbit Creek Heights Block 1111 Lot 14A Municipality of Anchorage April 2, 2007 Development Services Department On Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, Alaska 99519 Subject: On -Site Wastewater Disposal System Inspection Report Rabbit Creek Heights Block I IH Lot 14A Ladies and Gentlemen: At the request of the property owner I am submitting the As -built inspection report for Rabbit Creek Heights Block 1111 Lot 14A. The septic system was installed in November of 2006 by Glacier Excavating and the Inspections were conducted by Ted Moore of Flat Top Technical Services at my request. The system was installed per permit requirement. Several items must be completed before final approval should be granted. Final grading of the foundation has not yet been completed. Approximately a 10' long section of sewer piping, between the foundation clean out and Advantex unit is not buried. As a temporary measure, this line has been heat taped and insulated. The existing well has not been properly abandoned. The well has been filled with bentonite slurry. The casing will be cut below grade and capped. The sewer line from the shop is not connected to the Advantex unit and the line is not buried. The sewer line to the shop needs to be connected to the Advantex unit and buried. As the owner is trying to receive a conditional Certificate of Occupancy and these issues can not be addressed until atter break up we request that the On-site Water and Wastewater Program grant conditional approval on the septic system, with final approval to be granted upon the completion of this work this summer. If you have any questions or concerns, please contact me at 279-3916. Sincerely, Lars Spurkland, P.E. Civil Engineer 203 West 15r' Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (907) 276-6013, SpurklandEng@gci.net ►tl 7 > J A 1A In In IA Il Ar tic ti W A 948'25- A xlsting ✓etl A ^ C A e T tlng Veil LOT 16 A — _ \ Existing Veil ._ A ` [ r" % INSTALLED 4 -BEDROOM SEPTIC SYSTEM A C.S �, % / 1500 GALLON S.T.f.P. TANK W/ AX20 POD A LENGTH 30 FEET A j ' C WIDTH 5 FEET TOTAL DEPTH 4.5 FEET ROCK DEPTH 3.5 FEET ^ t 9 INSULATION 2 INCHES A t COVER 1+ FEET A I �. A A' ^ 1 ^ - New Veli ^ LOT 13E nt t I No documented s 11C Sys I feet of propos or exist/ LOT 13 _ OT 15 Septic! Area -ting Vell Filled w/th Bentonite Slurry Fs with In 100ll. LOT 1...».......i L SS D Ct&E= I 14 s No. CE- ts�.o�ope��.=� 25 0 25 5075 IW 125 150 •••••,,t t a� �� '• SCALD 1, = 5o FT SPURKLAND ENGINEERINGLT 14A BU 11H RABBIT CREEK HEIGHTS SEPl1C ASBU/LT 203 W 15TH. AVENUE DATE. MARCH 28, 2006 ANCH. AK. 99501 ADfLf DA WS 907 279-3916 N/CKLEEN STREET SHEET., 2/3 GRID. 3341 PERMIT 11 SV060207 PID 11 020-581-68 RCHLI4ABIIH1.dw Shallow Trenchr 5' Vide 30' Long 4.5' Beep 3.5' Sewer rock 2' Insula tion 2' Cover Cnln.) NO SCALE E/ev.= 2' Insula Sit t £lev.= 85'= 3.5 ft of Septic Rock Effective r To Advantex Unit ` 49th TARS Monitor Bench Mark Bottom of Trim NW Comer of House Assumed Elevation 100' ENGINEERING 203 W15th RABBIT CHU HEMS LT 14A BIK 11H SEPTIC SYSTEM ASHULIT 203 W1th Ave ADELE TARA DAMS DATEo MARCH 2B, 2007 Anchorage Ak 99501 WnM SULU 11 SHEET, 4/4 GRID 3341 PERAIiT / SWO60207 PARCEL ID i 010-581-68 RCHL14AB11H4.DWC L Pump Installation LNka66,L I�,.ru �s, �lrlti MOW too" CAMC "Mm Adapter MasubcAaTer'Mame: Ccv" lodr B'r0x iPide" AdaplerlwAdier. ge�4) PUMPTWE- ( u C -U -7 -7 lip �J6 i tont. t PWV .� ar. € mom awe rv. J!�^ e& ,r. r� r wa.c&'%ft Zo I•.• L ,o U%" TAM -F.. weIxk%ft.>1 ,,, w 1 ,)0.3 aeu aaMm SIM l7 0,5 Ty,eiie St1UC1Ylt: Ts�_Jbu'+ Y�O� iennrE OM MOL- Hw A COMMMM well was disinfected upon completion. ( method: calcium hypochlorite. 1.111a,h•.tgr.:iw.4a (a.+:) v45-05!73 i)r*iny Sung 00.06 :2006c•ompiewd:09,07_ .2006 CinieotwQh: I Subdivisicpp: Ol.00.m: I Lcyr_j Prupeny0%%n \acne&Address: Adeje DBMS Crwk Efts 11h 14a 3705 Astir - Blvd # 1731 Anch"Ve, Ak. 99516 Meridian ToovatiP Rowc .SociHm __ K or _ _tt/4 of _ _ Y4 of V4 BOREHOLE DATA(ffOfflQ>pOdC8SIf1QP" I Unllin.n>tthud (X) Air rotary. I ) Cabletoo40ttkr_._ . Material: Type. Color & wetness From L (fell ase: ( ) Public supply. ()(1 Domestic. Other_____._.- - — abckup 0 2 Depth of hole _ 126 It. Casing stickup: 2 ft Casing ry1.808!_- ._ Thickness: __250 .. inches Uy ng diarrctcr_ 6 inches Casing depth: —_76 -_ ft oVerbmden 2 4 uncrtyppe: - Diantex-r._inches Depth: - It SBftd & gravel 4 25 Static wata (from top of creme): 61 It on 09'07 +2 L06 Purnping level & yield:... _ . rcct after. hours at . fm Recovrry rata: 5—gptn. Afcthud oftestintc airlift dry sky clay w/ rocks 25 74 Development method: Birm Duration: 1 hour bedrock 74 126 Well intake opening qpc: I 1 Open end. tX 1 Open hole. Other Serectwd:Starr fi.Stopped... .�._`.- It Screen tvppw. - _ Slut mash size. - t Peribnttad: Stan: - _ II. Stop>Ld:_...`_.. Sun: - R Stoped: - h Municipality of Anchorage Devek4 metnt Services Department Building Safety Division Onsite WaterwW Wassewaw Section 4700 South Bragaw St. P.O. Box I %M And antgo, AK 99519-6650 www.muni.org/ortaitc (907)343-7904 Nntc' firota t)Tv:.. bent2aiU Volume Depth; from S7POl)rld 61Y1�Ce , to _ 20 _ ft i Pump intake depth: Pump size: , hp. Brand tome: _ Was wrll disinfected upon t:omptction! (X)Y¢& I ) do -_ - Dnllcr conuncrus disclaiarers: __._..__...__..._...___..._..........__..... Weber _enacting t.hru.f.1.w.h ras.at.deptt)s of 115',8. . . fora. . ...gf.5 GPM:........_......._ ........................... ........ _....... _.... .............. _..........__..._.........._...._........ i Well dril lcr nar n:.Jd Comp:mv mine:.._ Alailinc address:... City _Anc-l10(aip . Phonc number • 1 907 Orilkm sicpaturc: State: AK Zip 89516 il_34, - 0593 fwc345-4700 klIention: Propeoy owner shalt provide a well log to the DSD within 60 days of well completion. Pemtil Numbcriend we permit # ME -3092 Onrc of I.suc: Pamcl Itlemification Number. I. arll locamd et opmrved permit luotion" I y) Yas or I ) No EUS ELL(-Di,L JM February 9, 2007 Atb7: Tara Davis 61,Y /VI LUS W. Y• Gr♦ " ED'S ELECTRIC INC. P.O EOX 210767 ANCHORAGE, AK99521 ANCHORAGE (907) 2724597 FaX (9" M4399 Subj: Electrical for septic system. 17045 Mckleen, Lot 14 -Block -11,H Rabbit Creek Heights. Ed's Electric, Inc. Instated control panel and temporary wiring to tho lit stZon, and tenninated vviring to code requirements of the National Sectricat Code & Municipality of Anchorage. Thank you, Dwayne R Bruns Ed's Electric, Inc. I i P'°'' of BVSPEC77ONREPORT I MNICIPALITY OF ANCHORAGE — BUILDING SAFETY DMSION 4700 SOUTH BRAGAVV STREET lArSPECIIONSr Voice: (907) 343-8300 Fax: (907) 249-7777 wwrKrnuni.orrWD✓lmpection&cfm NAME: r' tP r 1-t PERMIM.. v f COMPANY INSPECT D,4 PHONEN PHONE# PHONE# ADDRESS I LOT: i L(i? BLOCK.f , r r" i r i I SUBDIVISION.• t ORIDN COMMENTS OR DLREC77ONS. i TYPE OFRVSPECTR7IV) COMMENIM (MR INSPECTOR LSE ONLY) 1-171 r PRINTEDNAMEr �L.Uo/L ` DATE: ZI l /, -7 Page or t 17VSPEC77ONREPORT MUNICIPALITY OF ANCHORAGE - BUILDING SAFETY DIVISION 4700 SOUTH BRAGANV STREET LWECTIONS: Voice. (907) 343-8300 Fax. (907) 249-7777 ivrvrv.muniorgIBSDVlmpections.cjm NAME. AN IF LF I)/kU 1 S PERWM.. D& E -50A -� COMPA.'VY CVSPECT DATE: LO` PHONE M PHONE b Wfolo (3 ADDRESS LOT: /,q q mom SUBDIVISION. (pedz s GRIDN COMMENTS OR DIRECTIONS: TYPE OFINSPECTR7N: COALVENIS: (FORVVSPECTOR USEONZ" D �oe CLo A-pFv-' OJ CGl ,l 6E_ LP)A- S17Z b r -U- C - SE -?7-1 C. . PRLtiTEDNAME: \ 11 1 / 1 11 — _ DATE: bz�sn� IL 'D s s3. r— t1 0 T71 c~) "n eatz {�2 AV b0 CD '700 Uma Q � j o i e r fi s n bt� CD z a c�rClt _ Ar rA rri (A b to p CD 5 tj � '� _ a 02 rzi CID CD Z) " e "' °, 2}3.2 ' 9 c g, � --,::o ' m ria ota ° Z1,— cs � 0 4! V.Q1✓? pp E is1 - � C3 ^3 yK s 00-36'48' E—SW—M.to CD M. -,/ "J cn M tie roe m / C p _.-- tn a c i't a2 2C'i {)gi ` rill to Age I -- 1 c0 } INK (b - 79.51 9 m1.7'M E D L eastrTi , {3 is _ `1.. ✓'f ®c QS $,. F (~ rQ p ° 1 j 16,01 rN.rni�z� 1' W e a 1 C3 aDI d-y c �' b cs b zcn�IQim C) PC) (9(9 cry � �., < c•s r- � \ I � � � '� ``� m � C'- $ 0 c C)) � .- 1 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water d Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW060207 Date Issued: Jul 17, 2006 Expiration Date: Jul 17, 2007 Parcel ID: 020-581-68 Legal Description: RABBIT CREEK HEIGHTS BLOCK 11 H LOT 14A Design Engineer: 0007 SPURKLAND ENGINEERING Site Address: 17045 NICKLEEN STREET Owner Name: ADELLE DAVIS Lot Size: 29142 SO. FT. Owner Address: PO BOX 1363 Total Bedrooms: 4 Permit Bedrooms: 4 GIRDWOOD , AK 99587 - This permit is for the construction of: Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy Q Private Well ❑ 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By. I Date: )f3 O fo Issued By. Date: r1 0 DATE: July 18, 2006 TO: FILE of e MUNICIPALITY OF ANCHORAGE Building Safety Division 5111 [T♦ MEMORANDUM FROM: Joe Goodall Engineer 11, On -Site Water Wastewater Program SUBJ: RABBIT CREEK HEIGHTS BLOCK 11H LOT 14A THIS PERMIT APPLICATION WAS DISCUSSED WITH DAN ROTH (ONSITE MANAGER). I HAVE BEEN AUTHORIZED BY DAN ROTH TO APPROVE THIS PERMIT APPLICATION FOR AN ADVANTEX WASTEWATER TREAMENT SYSTEM. Municipality of Anchorage CO. Dix I1"a) • Anchony;c, Alnxlm ll!Fil9'fd ill • Tcl.plionc OM M-9101 • 1'al OX)7) UM21(M) 47001tnipw Strccl • Amhontp, Alaska VM7 Dlayar ,i/ark I,cgich Ulmjnuni.org I3tlilding Safely Divislou July 17, 2006 Tobben Spurkland Tobben Spurkland Engineering 203 W 15th Ave, Suite 203 Anchorage, AK 99501 Subject: Waiver Request for Rabbit Creek Ileights Block 111I Lot 14A Waiver Request WR#: 060032 Parcel ID # 020-581-68 PERMIT # SW060207 Dear Tobben Spurkland: Your request for a waiver of the required 100 feet horizontal separation from the absorption field and septic tank to the surface water has been approved. The approved separation distance is 60.0 feet. This waiver approval applies to the existing absorption field and septic tank to surface water separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, Jor er n -Site Water & Wastewater Program Community, Security, Prosperity Municipality of Anchorage Development Services Department • Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519.6650 www.ci.anchorage.ak.us (907)343-7904 Waiver Review Worksheet WR#: 060032 PID#: 020-581-68 HA/Permit# PERMIT # SW060207 Date Received: July 17, 2006 Legal Description: Rabbit Creek Heights Block 11 If Lot 14A Engineer. Tobben Spurkland Tobben Spurkland Engineering 203 W 15th Ave, Suite 203 Anchorage, AK 99501 Applicant: Adelle Davis Waiver Requested: 60 foot horizontal separation from septic absorbtion system to surface water In road drainage ditch. Criteria: Geology Points: A. Water Table B. Soil SorpOon C. Permeability D. Water Table Gradient E. Horizontal Separation Total: ,.....sooses................................es............................ Waiver is Granted: X Waiver is not Granted: List Conditions or Reasons for above: Date:17l 7106 By: Joe Goodall Name of Reviewer fee ....... assessesessee..........................&........gaseous*.......a Rec#: 2 j Z Amount: $11_QS Date Paid: 7/1712006 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.orglonsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. b-�0 - 581- (o Y LT ° tL i tiVL Q Property owner(s) ADELE TARA DAVIS Day phone 522-0043 Mailing 3705 ARCTIC Code 99503 Site address NICKLEEN STREET Zip Code Legal description (Sub'd., Block & Lot) RABBIT CREEK HEIGHTS LOT 14A BLOCK 11H Legal description (Township, Range & Section) Lot Size agl / 4,�2, Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field ID Septic Tank Q Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ Number of Bedrooms 4 THIS APPLICATION IS AN: Initial Upgrade Renewal El El certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature of broperty owner or authorized agent) Permit/Rush Fees:` W " Waiver Fees: Date of Payment: Date of Payment: Receipt Number. O f7 o q Receipt Number: (Rev. 11105) X11► SpuM and Enpkc wRmg h Environmental Consulting and Design SEPTIC SYSTEM DESIGN Lot 14A Block 1111 Rabbit Creek heights Municipality of Anchorage July 11, 2006 Development Services Department On Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, Alaska 99519 Subject: Well & Septic Permit Rabbit Creek heights Lot 14A Block I III Ladies and Gentlemen: 1 am writing to request a permit for the construction of new septic system for this property. The proposed system will serve a 4 -bedroom single-family residence. It is my understanding that one of those bedrooms will be in an auxiliary dwelling unit. The lot was developed at an unknown date. There is an existing well on the property. The would like to utilize this well and is determining if it will meet current municipal code. Ifa new well needs to be installed, the existing well will be properly abandoned and a new well will be drilled in the south west comer of the property. There are no documented septic systems within 100 feet of either the existing or proposed well locations. Soils: Two testholes were excavated on February 25, 2006 under the supervision of Steve Pannone. See the attached soil logs. Groundwater was monitored for February 25" through May 20'", 2006. Groundwater was measured at a depth of 12.3 feet below ground surface on May 14'", 2006 in Testhole # 1, while Testhole #2 remained dry during the water monitoring period. Bedrock was encountered in both tcstholes (13' TI 11, and 10.5 T) 12). Surface Water: There is a drainage ditch along Nickleen Street. Flow is observed each spring during break up and during periods of heavy precipitation. A waiver of the 100 foot separation distance between the septic system and this ditch is being requested. Topography: The average topography in the area of the septic system slopes to the north at approximately 15 %. 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 runoff will not result from this installation. If you have any questions or concerns, please contact me at 279-3916. �Sincerely,, II,,II � #j1A Lars Spu11rkland, P.E. Spurkland Engineering 203 West 15t0 Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (907) 276-6013, SpurklandEngCo gei.net SpuTH and En&c eftg nt Environmental Consulting and Design July 6, 2006 Municipality of Anchorage Development Services Department On Site Water and Wastewater Program 4700 South Bragaw St. Anchorage, Alaska 99516 Subject: WAVIER REQUEST LOT 14A BLOCK 1 I H RABBITT CREEK HEIGHTS CC: Dan Roth Ladies and Gentlemen: We are applying for a waiver of the separation distances required between the proposed septic system and a drainage ditch paralleling the west edge of Nickleen Drive. The proposed septic system for Lot 14A Block 1111 Rabbit creek Heights does not pose a contamination risk to surface water that periodically flows along Nickleen Drive. The new septic system will consist of a 1500 gallon S.T.E.P. tank with an AX 20 pod followed by 30 feet of shallow trench. The proposed Advantex treatment system discharges a highly clarified effluent. Effluent from the AX 20 pod is routinely above advanced wastewater treatment standards. In addition, further protection will be provided by the Advantex Vericom Monitoring System, which notifies Anchorage Tank & Welding of any high water conditions or operational problems. This maintenance and monitoring program virtually insures that septic system overflow will be immediately recognized properly dealt with. The ditch along Nickleen Drive (in the vicinity of the proposed septic system) is typically dry. Flow is observed each spring during break up and during periods of heavy precipitation. The ground surface between the proposed septic system and the ditch slopes to the north at an average grade of 15 %. Nickleen Drive provides an effective barrier preventing overland flow from the septic system to the ditch. Overflow from the septic system would travel to the north, paralleling the road side ditch. Waiver Request: 60 feet from absorption field to drainage ditch. At this time we are applying for a septic system permit, and request that a formal waiver be granted. If you have any questions or are in need of additional information please contact me at 279-3916. Sincerely, L4 Lars Spurkland, P.E. Spurkland Engineering 203 West 15'" Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (907) 276-6013, SpurklandEng@gci.nct k Environmental Consulting and Design SEPTIC SYSTEM DESIGN LOT 14A BLOCK 1111 RABBIT CREEK HEIGHTS Municipality of Anchorage Development Services Department On Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, Alaska 99519 July 10, 2006 We are submitting an application for the installation of a well and septic system for this lot. The submittal consists of three (4) drawings showing the present improvements on the lot and the adjoining properties, (sheet 1/4), the proposed improvements of the lot, of which only the well and septic system is subject to this permit application, (sheet 2/4), and a schematic of the septic system, (sheet 3,4/4). Soil logs and percolation tests of applicable testholes are also enclosed. The septic system design is based on the following: Groundwater at 12.3 Ft Bedrock at 10.5 Ft. Use 1500 Gallon S.T.E.P. Tank w/ AX 20 Pod Soil Rating. From Testhole 02/25/06. 30 min/in = 4 gal per sq.ft/day No. of Bedrooms 4 Required Area per Bedroom: 150/4 -37.5 sq.ft. Total area required: 37.5 x 4=150 sqft Use 5 -Wide with 3.5 feet of rock Reduction Factor. 0.54 Minimum Trench Length: 150 sgft/5ft'.54= 16.2 Ft. USE 30 FEET SYSTEM CONFIGURATION 1500 GAL. S.T.E.P. TANK W/ AX 20 POD 5 -WIDE TRENCH W/3.5 FEET ROCK TOTAL LENGTH 30 FT TOTAL WIDTH 5 FT TOTAL DEPTH 4.5 FT ROCK DEPTH 3.5 FT INSULATION 21N. COVER 2 FT (MIN) 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 runoff will not result from this installation. 203 West 15r' Avenue Suite 203, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (907) 276-6013, SpurklandEng@gci.net A\ r, \ EXISTING IS' CULVERT r' A ing W 11 L 1, \ — — " Existing e11 \ HARVOOD. CIRCLE_ A Existing ell EXIS NG LC,',' IS D INAGE DI CH ; Exi ting We111� "i 1.1 Existing \I✓ei LOT P \ --�— -- —_—LOT----_ -- - LGT?.; I LOT 1i I I LOT 1? I ti I I I I OF I W I LDT iC y I I I I .� PAINE ROAD : �? 49th SPURKLAND 50 50 SCALE, 1 100 FT. 150 203RW 15 . AVE UE T 14A BU 11H RABBIT CREEK HEIGHTS SUB DRAIN DESIGN 203 W 15TH AVENUE ADf[£ DAMS DATE.- JUNE 21, 2006 ANCH. AK. 99501 (907) 279-3916 1 r NICKLE£N STREET SHEET. 112 GRID. 3341 # SV020XXX PID N A n n Exlsting I n n I n n — A � » >A n n\I n A �,n E LOT Exlsting Well LOT 16 ,� Exlsting Well A n n--) ♦ I INSTALL 4 -BEDROOM SEPTIC SYSTEM A n C, 1500 GALLON S. T.E.P. TANK W/ AX20 POD LENGTH 30 FEET A n \ \ W1D7H 5 FffT A n / ; ♦TOTAL DEPTH 4.5 fEfT ♦ROCUDEPTH J.5 FEET LOT 15 A n 1 / „ �(SULAT/0H 2 INCHES A I n \ V 2 FEET (MIN.) / n i"A �� • �— '_ LOT 15 Septic ,A" n 1 Area n n1 I n' n Exlsting Well 11 A I n ( �\ ♦ I n 1 LOT 134 A 1 Proposed Well j —\— —` ------ — — — — —— I No documented septic syste s -with In 100 Se tic!).\ i" Ar I ti I feet o1 proposed or exlsNn 'well. LOT 12 •,,`" yOF LOT 13 . �.. •. I%1.....49ths •� sZ PI �, No. CE -11300 25 0 25 5075 lx 125 150 I •• \\\`"—e\,4F�•• SCALE, 1,= 50 FT. ivoocn JrunnLFlnu r.L. LT 14A BW I1H RABBIT CREEK HEIGHTS SEPTIC SYSTEM DESIGN 203 W 157H. AVENUE DATE. JUNE 21, 1006 ANCH. AK. 99501 ADELE DAMS 907 279-3916 I I HICKLEfN STREET SHEET.• 2/3 CRID-3341 PERMIT # PID # RCHL14ABIIHLdwg Mwl SLIDE S OF a OVER THIS CONN TO P i 1203 W1 th AveLIirvttKtrvt, 117 BIT CREEK BEICH75 LOT 14A BLK 11H I I SEPTIC SYSTEM DESIGN I An orage AADELE TARA DAMS DATE, JAY 10, M Anchorage Ak 99501 ?79-3918 Avaa DV STREET SHEET, 314 DRIB 3341 pumIT / SW0600XX PARCEL 1D / RCHLIIA811HIM Standard Trench: 5' Wide 30' Long 4.5' Deep 35' Sewer roc 2' Insulation 2' Cover Nn) NU SCALE 2' Insula Sit t 3.5 Ft of Septic Rock Effective To Advantex Unit Monitor 2' Cover (min) N17 SCALE To Advantex Unit 1 Uf31StN W15th Ave ANll f .t. I I MBBIT CRF.L'K HEIG TS LT 14A BIK 11H I I SEPTIC SYSTEM DESIGN I An orage Ave ADELE TARA DAMS DATE, JULY 10, 2006 Anchorage ge Ak 99501 ��y STRfEI SHEETS 4/4 GRID, 3341 324-3416 I PERMIT / SW0600XX PARCEL ID if XXX -XXX -XX RCHL14A811H4.OWC Municipality of Anchorage • Development Services Department Building Safety Division i On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcell.D. 1'90—EVI-bg Property owner(s) Ms. Adelle Davis Day phone 250.8272 Mailing addressP.O. Box 1363, Girdwood, AK Zip Code 99587 Site address 17045 Nickleen Street Zip Code 99516 Legal description (Sub'd., Block & Lot) Lot 14A. Block 11H Rabbit Creek Hei-ghts Legal description (Township, Range & Section) Lot Size �� 11,42 --sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field 123 Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Water Storage it Number of Bedrooms 4 THIS APPLICATION IS AN: Initial 123 Upgrade ❑ Renewal ❑ I certify that the above Information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. Pannone Engineering Services, (Signature of property owner or authorized agent) Permit/Rush Fees: ' ev Waiver Fees. Date of Payment: 6 t, Date of Payment: Receipt Number: Receipt Number: (Rev. 11/05) SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907) 272-8218 PERFORMED FOR: Adelle Davis DATE PERFORMED: 02-25-06 LEGAL DESCRIPTION: Lot 14A, B 11 Rabbit Creek tits TEST HOLE 2 OR Orannics 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 GPIGravel and Sands GM/GPI Silty Gravel to Sandy Gravel Bedrock 0 R.Punnone CE 8149 N WAS GROUND WATER SLOPE ENCOUNTERED? No IF YES. AT WHAT TEST HOLE DEPTIi? _p' DEPTH TO WATER AFTER MONITORING? DATE: 03-11-06 WATER MONITORING DATA DATE DEPTH TO WATER 2-25-06 Dry 4.15-06 Dry 5-1-06 Dry 5-7-06 Dry 5.14-06 Dry 5-16-06 Dry 5.20-06 Dry READING DATE GROSS TIME NET 71ME DEPTH or WATER NET DROP 02-25-06 2:19 6 2:49 30 5 1• 2:49 61/16 3:19 30 51/16 1- 3:19 6 3:49 30 5 1' PEROLATION RATE 30 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BEWTEEN 5 FT and 6 FT COMMENTS: Test hole excavated by Beek Contracting Test Hole was presoaked before perc test PERFORMED BY: Steven R_ Pn nnnnp P R T rpv mT7V TR AT TTJTC TCtlT vr• SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907) 272-8218 PERFORMED FOR: Adelle Davis DATE PERFORMED: 02-25-06 LEGAL DESCRIPTION: Lot 14A, B I 1 Rabbit Creek tits. TEST HOLE 1 OR Organic 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20• GM IBrown Silty Gravel Medium Digging BR Fractured Bedrock BOH t9• 49—TH '• ;Steven R. � none No. CE 8149 _•;� WAS GROUND WATER ENCOUNTERED? No IF YES. AT WHAT DEPTH? -0' DEPTII TO WATER AFTER MONITORING? DATE: WATER MONITORING DATA DATE DEPTH TO WATER 2.25-06 Dry 4-15-06 15.3' 5.1.06 15.1' 5.7-06 14.4' 5-14-06 12.3' 5-20.06 13.8' SLOPE TEST HOLE READING DATE GROSS TIME NET TIME DEPTH OF WATER NET DROP 62-25-05 2:17 etre 2:47 30 s 1/16 line 2:47 6 3:17 30 415116 11/16 3:17 612 3:47 30 51ae 1 17/16 PEROLATION RATE 28.2 (min/inch) TEST RUN BEWTEEN 5 FT and 6 FT COMMENTS: Test hole excavated by Dan Beeks. Test Hole was presoaked before perc test 11:2; 2C)t ::)) M PR_'t tart T•;, 133-3311 PAGE: _fit CE it ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREENI ENT MEMORANDUM OF UNDERSTANDING BETWEEN blUNICIPALM'OFAN IIORAGE AND fadeIt' T• 1)Av1S THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this _ day of of 20_, by and between 1^1 el e % e r• D A,Ur:5 herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding agree as follows: 1. ADVANCED WASTEWATER TREATATENT SYSTEMS. Municipality giants pctmission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as A A U toil 7 e.)< located at1712 N S N i CAA r eN 19 f._ Anchorage, Alaska. fif}hbrt cr-v_ fZ NarstirS 2. Definitions. A. Alteration. Any change to the design or function of an AW WfS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Prior to performing any alterations to an A%V%VCS the owner must obtain a Wastewater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinar. er, "AMC")15.65. B. Certificate of On -Site Systems Approval. An approval by the Municipality of existing water and wastewater disposal systems given of the time of property sale and title transfer in accordance with AMC 15.65. 4.'11,200f 507 PM PROM; Fart P:, 10? -.311 Imr, 003 tF .^6 These approvals certify that the systems arc adequate for the homes that they support and meet the codes that were in place at the time of system construction. C. Damage. Any mar. -made or natural change in a system that would inhibit the system from perfcrrning as desigtcd. D. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AW%V TS that were included in the original design which would allow the AW WTS to continue to perform as designed. E. Permit (Construction) An On -Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating) An Advanced Wastewater Treatment System Operating Perth An annual permit, issued by the Municipality, that allows the Owner to operate an AWWVTS, upon meeting all the requirements of this agreement, the conditions of Operating Permit, the requirements of the On -Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65 3. f=. Owner shall pay to Municipality an annual fee of (3—.00). payable on or before the issuance of the operating permit and annually therealter. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. 4. Tcrm. The term of this Memorandum of Understanding shall be for the life of the A1W WVfS. 111:21-11))t ---I rY FAA: ►.i r[, 183-)311 PA:G iJC OF JVS The tern begins on the date of approval by the Municipality of the installed system and shall continue while the A%VWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of On -Site approval is issued to the new owner or transferee of the property. S.ltltrrwions, Installation and Removal of Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AW'%VrS without a Construction Permit from the Municipality. 6. 1ltatntenanee and Reoalm. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain A3V137S in good repair. In addition, it shall be the mponsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s). (2) r nterunce. (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, Owner agrees to comply will all applicable erdinance.laws, regulations, rules and orders for the AV VTS. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system pursuant to the terms wid conditions contained in the Owners A%%V TS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of the permit The schedule of maintenance and repair contained in the 0%mer's AW1V7S Operating Permit is: V -t' A t-- C. ~C. Owner acknowledges that the fine schedule for failing to maintain and repair an A\VWTS are codified in AMC 14.60. 4"--.25W 5.77 FK FRM, h. T•., +P3•]311 RE38: 9J( Cr W D. Owncr agrees that only maintenance, repair personnel certified by the Municipality will inspect sad make any necessary maintenance, repairs or permitted alterations to the system. E. Owner agrees to grant the Municipality reasonable access to test and inspect the A%VWfS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. 0. Owner agrees that the relevant provisions of the standard specification guidebook for A\VWl'S is the governing professional guidelines for the construction, maintenance and repair of the Owners AW WfS. 7. Nonwsiver. n.c failure of either party at anytime to enforce a provision of this Memorandum of Understanding shall in noway constitute a waiver of the provisions, nor in anyway effect the validity of the Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. C mendme-M. A. This Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. D. For the purposes of any amendment modification or change to the tenns and conditions of this contract, the only authorized representatives of the parties arc: 4!12,:9)1 5,37 RIf RRINS FAA r0, 1e1-3341 ME: JF 00' Owner. 2 e Vi S Anchorage: P mb—Liinc Offer C. Any attempt to amend, modify, or change this contract by cSthcr an unauthorized representative or unauthorized means shall be void. g. larlsdietionr jrt I.aly. Any civil action prising from this Memorandum of Understanding shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Memorandum of Understanding. 10. ; cvenbUity� Any provisions of this Memorandum of Undemanding deer:td invalid by a court of competent Jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. OR BY' ejlt: , 41 Date: y tr - vG ME1. 1CIPALI " B)r Title: Date: STATE OF ALASKA ss THIRD JUDICIAL DISTRICT ) The� jorcgo'n in wasacknowcdged¢¢eforemet�is day of rI I 20 6 I t 1JM1 tthe onbehaalf0 the�hf�uunnicipalityofAnchorage. 'OTARI' PUBLIC FORA S ' My Commission expires: p^ z. ;C .0.,