Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
ILIAMNA ACRES LT 5C
ilimmnu Acres Lot 5C #017-101-30 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 I of3 www ci anchorage.ak.us (907) 343.7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SODIQ 7 � % PID Number. 6N7�Q 1— Jy R.m. JI 1 ( Wastewater System: CZ New ❑ Upgrade masa �•�• 2C t��t/ns2 fir, 6 ABSORPTION FIELD Pn"ti. C D 7q6-5154 NumW of Bs6oan, vv O D«P TIGni O SMlbw Tnini 13Bed 0 M.,,4 x DRw LEGAL DESCRIPTION Spa Rating D O TNN D"TIM Nyl Ql rtaNle I O{ I GPD/Ftr FI. Block LN �� SuOamN f Dapta to ppe COBYmir NgnN paw 3 Fl. &'n"*ame.roam ppa I +311 p FI T,mnsriv Range Swan FYI awes Nrow w9nal grace G," Length. FI. FI. Well: XNew ❑Upgrade �a w`n ^//^' o(V FI. lilumoer0lines D..lrj-°Nii,,wlines •6 FI ZM (Finials, A, 8. C) TNN Death 1 Cawto�T ( 7NN aworytan r« P pe Mat.. -7 F1. '2 FI 34OF12 s Drmer mit-o i,e.tLx.t�(a Oal bli I t� static when L" 1 FI Inslailer i ✓i e Dale mNNlea — / y�e �' D Pump sat N 1 O calling Ilaght AUpre (Yard a 1 TAN K GPM FI. FI SEPARATION DISTANCES ❑ Septic ❑ Holding ❑ S.T.E.P. ❑ Other. To4SeAb From Utt Station Holding Tank uonWnvale Sewer Line •r"u•r Ir GNwNi a3'RMVM NcNroenNM. Sta4wwaterLIFT STATION LN luw t Ze �SWGal0407G� .a�.IWN n FNMNKYI LXJ SCJ( 'Pump Ni N at i� yl 'Pulp W brat at I Mgn water NNN N cmatn D atn - o l?e W Pun► ,a b Mood DMZ (39"HAr EbancN elspeNlms Denameo Dy C rr,1 R Y �o BENCH MARK T .N LoralI and Dewlption gid; t I I 1/ A•w ewwlan ri Inspections performed by: 17034 Eagle River Loep Recd, No.MS: 1" '_ Q :aG e rwe., I Ta—s K e Engineer's Sp Development Services Department Approval �• q Conditional Approval Date: * 9it! ...»......� *. I Reviewed and approved by: G!/. Date: 6-2,5=07 Min, MIDW 04 PERMIT NO. SW060369 PACE 2 OF 3 DEPARTMENT ANDhHUM9AN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 *Anchorage, Alaska 99519-6650 • Tete hone 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 5C, ILLIAMNA ACRES S/D P.I.D. NO. 017-101-30 5A __---____LOT 5B SU , LOT 4A 1 I ------ - - - - - - - - - Cr A' 10' TELECOM do ELECTRIC EASEMENT ----- ---------------- I I I , I , I , I , 100' SETBACK T01 I SURFACE WATER I I I I I I I 'a- 1 I , I , PORCH I I E 1 I LOT 4B 4 BEDROOM I I HOUSE A FCO R TBW I SITZ , NEW 1500 T?E.P TANK AiRU E A," I I 'I_I 5 NEW 00' WELL / \ / WATER R1 EAST 144th AVENUE I I I I O SCALE: V 50' I �W u3 E 11P a h IN DITCH IL •dw 441 PERMIT No. SW060369 PAGE 3 OF 3 Municipalit of Anchora e DEPARTMENT OF HEATH AND HURXN SERVICES ENVIRONMENTAL SERVICES DIVISION P.D. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 5C, ILLIAMNA ACRES S/D P.I.D. No. 017-101-30 ST1 FINAL GRADE 98.0' L�I.1 94XXI NEW 1500 GALLON S.T.E.P. SYSTEM MTI =103.3' MTl= DIST. MTI /--FINAL GRADE INSULATION ru��Ixxcum t; .4 .44 �IIr m M A GROUNDWATER AT 95.9' 91.4' B.O.H. Rnll� -2" INSULATION 9 Top SSI 4-. 4 SFG 0 e h rORICINAL GRADE BOTTOM OF SAND=98.9' N. T. S. A B C FCO 56.5 8.0 — ST1 58.5 1 1.5 — ST2 60.5 18.0 — MH 61.0 19.5 — FV1 105.0 — 61.0 FV8 110.0 — 76.5 MT1 102.0 — 61.0 Rnll� -2" INSULATION 9 Top SSI 4-. 4 SFG 0 e h rORICINAL GRADE BOTTOM OF SAND=98.9' N. T. S. FROM : JMD-CONSTRUCTION FAX NO. : 9077463159 Mar. 27 2007 09:06AM P2 ALPINE DRILLING & ENTERPRISES Permit Number: #S W060269 Date of Issue: 1-9-06 1__ Parcel Identification Number: 017-101-30 Date Started: 2-14-07 Date Completed: 2-14-07 is well located at approved permit location? Yes Legal Description: hlamna A,Mg Lot 5C ® ❑ No Property Owner Name & Address: JMD Cons. Borehole Data: Soil Type, Thickness & Water Strata Depth (ft) From To Method of Drilling ®air rotary ❑ cable tool stick-up 0 Casing type: steel . 2 Will Thickness: a2.5o inches• gravelly silt 2 15'-. ptii 92 tbGt:' silty gravel 15 27 Liner Type: ' Slit 27 36 Diameter: . ' inches Depth: feet gravelly slit 36 81 • Casing stickup.above ground::? feet silty gravel wet 81 92 Static water level (from ground level): 59 feet Bedrock 92 94 Pumping level: 92 feet after hours pumping 4 Spm. Recovery Rate: 4 gpm Method of Testing:&L/ift Well Intake Opening Type: ® Open End ❑ Open Hole ❑ Screened Start feet. Stopped feet ❑ Perforations ".S'tar't feet Stopped feet Grout Type: ntonite eranules Volume: l Depth: Start0 feet Stopped 2 feet Pump: Intake Depth feet Pumsize .. : h 'Brand Name 1Ve11 j7si"nfected U on;Compie'tion? ® yes [] No Method ofDisiAfeciion: chlorine tahlefc Comments: Well Driller: Alpine Drilling & Enterprises PO Box 110496 Anchorage Alaska 9.9511 • r' Attention: The well driller shall provide a well log to the property owner within 36 days of completion and the property owner or the well driller shall provide a well log to the Development Services Department within 60 days of completion. Dsvdomo srw.w e.^,+. m koft 50" Wth%n 8m4UW WW s W40walw horpo vm &( iu150 AnstmiM Ar "304 o Pump es3131 1707 Lop 83-9 woo awry PWEaw -r..e.s-ter.,. lain! 74sltls�las Itmiat�e�..,.r� �►M�,0.A�� ' / Fo C ftmptAlsbDq*WvwbpdWd&ft ah' 00 ?wmAftrw a wDir-loo-L_lwt ftdmAQyhrlMaaAeorw'�If�mri��G.- (� ?ftlurAb�rLrsllvr G%�411u.-u �� I we w4QMW Ible Cmo~ A va a tta KmkSd N CUL Fon SERVO AAROw PUMP & WElt SiRVICEF LLC OWN, wmw �E (" ami 70:6941211 5'8.5 am or law ' Agtt+Wft Z1e�Ime�bMdlwlhtll�s�fM��p�t�1+Y.stgtspfA.MhI�70(IQ+�fp�be�tl�b► P.1�1 From ApplledMicrosyftems Tun 19-3un 2_007 0_5:24:0_1 FM AImT Pape 1 of 1 MUNICIPALITY OF ANCHORAGE, BUILDING SAFETY DIVISION 4700 SOUTH BRAGAW INSPECTION INFORMATION & HELP: 343-7982 INSPECTION: VOICE 343-8300 INSPECTION: FAX (907)249-7777 www.muri.org/BSD/Inspections.cfm NAME: Judy / PERMIT#: 08-0585 COMPANY: Rams Horn Electric Inc. INSPECT DATE: 8/20/2007 AM PHONE C 2445419 PHONE #: PHONE #: ADDRESS: 5345 RIVERTON AVE r LOT 5C SUBDIVISION: IUAMNAACRESrJlAv GRID#: SW3037 COMMENTS or DIRECTIONSC 't - TYPE v" 2 �� TYPE OF INSPECTION: Final Electrical COMMENTS: (FOR INSPECTOR USE ONLY) PRINTED NAME PDATE,&—ZD-Zi20-�- 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: SWO60369 Legal Description: Iliamna Acres Lot 5C Design Engineer: 0003 S & S Engineering Owner Name: Bruin Builders Owner Address: 5345 Riverton Ave Anchorage , AK 99516 - Date Issued: Nov 09, 2006 Expiration Date: Nov 09, 2007 Parcel ID: 017-101-30 Site Address: 5345 Riverton Ave Lot Size: 49568 SO. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: 0 Disposal Field 0 Septic Tank ❑ Holding Tank ❑ Privy ❑✓ 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. 2 Date: )/-9-06 Date: Issued By Municipality of Anchorage 'ea se • Development Services Department t!J ;; Building Safely Division �LhOn-Site Water and Wastewater Program `A I 1 ' 4700 Bragaw Street ''' ` ` P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orglonsile (907)343-7904 ON-SITE SEPTIC/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 0I q — ICI- 3Zi Propertyowner(s) L7r,n;r, i1der-5 Day phone S6:2_ 3670 Mailing address 6i-(/9 0 --_Al I i _'Mre7 5346_ Site address 'N#a✓ R,y44ro IJ Q y@ . Legal description (Sub'd, Block & Lot) L—OT Legal description (Township, Section & Range) Lot Size 'Y 47, S C S' Sq. Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well 0 Water Storage ❑ Code aHaAdoa Zip Code 17 q s" G Number of Bedrooms Y THIS APPLICATION IS AN: Initial Upgrade ❑ Renewal ❑ 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. /1 %I /h 441.— S & S ENGINEERING (Signature of property owner or authorized agent) 17034 Eaglo River Loop Road No. 204 Dale of Payment: Date of Payment: Receipt Number: 7-67C5 r l Receipt Number: (Rev. 11105) 1" E4 DESIGN SITE -PLAN 1 Ao ; WONO tn- 1 Fig, / y-0 N I r KKK OEjmo 9 If' �, —*no 0mm-0.2� Np Zi N io C) • r0, Y y N w O <m < Mir r y < C7 m iyAA/0O Ol D (7 4j�� �� ) O J A O' v a 0 O M M r r C N `\3. mN 1 Ao ; ��jD3Q tn- 1 Fig, / y-0 y 0inc)41 I r KKK ¢1-r If' �, —*no - Np Zi N io C) • ; Y y N w i m nM ; mD D (7 m� Ao moOoo0Oomi z /_, xA_A > ��jD3Q Fig, / y-0 N I r KKK 7—J z /_, xA_A > ��jD3Q ,D / y-0 N r KKK I yr. H _-Jo If' / O L T nrn -------------J--->'O w ____ / p , •.�` :a. ��jD3Q , , 1 " = 60' DESIGN v SITE -PLAN ScAi nes 0i1=� z BI O]ONpI= o----- ------------------------- �a I azo Z.p.rn m.. --------------- ---------------------o r'.m m 071 F F I PP 3e�EI npq� m, `s I I OCy 1 >Fo a I o0C)0 O 1MKm n 11 � I 1> V C w O 1 000m m � 0 � -- I I o y i N rcn N Vl J -i Z Z F) .. Ir' I TI .Z7 K m L O Ib l�� i IO 11 11 `' --3 N r 0 3 4 tij 1 `s I I OCy 1 >Fo a I o0C)0 O 1MKm n 11 I I 1> V C w Y , I Ln p _ o 1 I o A 9 D Z .~ n •' mo I k I 0 1 TO in a 7 In � cn C/)i NO IOL I W co I I of 1F + ; Fn ly I p -- ' ----- 1 i v mm 0r N r 0 3 4 tij 1 `s I OCy 1 >Fo a M O 1MKm 1 11 I XO, C w Y , I '> _ o 1 I o a M `T. 1 (A / a N. mesa Ross §A m=m \\s o k \ 3 F� m_ z / . F) \)�I� �� r ®®CO % j kG /� 2 �| - q GwG\ - \ a rl . w #r,§q ®-o- | §� 000§§ in o _5 ogi ck//m G)° / > °�-1.0 (A / a '\ «A\ )/ n §A m=m o k foo 3 �m m_ / . F) (A / a '\ «A\ I or May 30, 2006 ROBERTC. COWAN, PE. ROBERTA. SHAFER P.E. CML ENGINEERS (907)694-2979 FAX (907) 694.1211 KALTTM"LIT"a+TM MUNICIPALITY OF ANCHORAGE APPROVALS Development Services Department P.O. Box 196650 Anchorage, AK 99519 SEWER 6 WATER MAWOMNSIOIS REFERENCE: Lot 5C; Iliamna Acres Subdivision It Is requested that you Issue a permit to install a new I.D.S.F. to serve the proposed R&W TER � CTION four bedroom house on the referenced property. A test hole was excavated and a percolation test performed. The approximate location of the test hole is located on the attached site plan. At the time of excavation on 5/26/06 SSTwIEs water was found at 4 feet, and after monitoring ground water for seven days water was found at gfeet. We do not anticipate any adverse effects on neighboring wells, septic systems, reserve i LLLOWWSP TnON areas or drainage pattems by the installation of the proposed septic system. The construction of this system will not prevent any future development on any of the adjacent properties. SITEPLANS If you require additional information, please contact us. Sincerely, ROADDESIGN 4&e &e` Robert C. Cowan, P.E. SORTEST RCC/bjj Enclosure PERCOLATION TEST STRLICTLRALA MECKkNr , INSPECTONS ONSITE WASTEWATER OISPOSALSYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SURE 204 0 EAGLE RIVER ALASKA 99577 Municipality of Anchorage P -NEER'S ,-- Development Services Department rc5 Building Safety Division 0•• • y,� On -Site Water and Wastewater Program•••7 4700 South Bragaw SL .� tt R BERT C. COWAN P.O. Box 196650 Anchorage. AK 59519-6650 ��S .. vnMw ci.anchcrace.ak.us �• Cc -E301 (907) 34}7`C= SPI Soils Log Percolation Test PerormedFor: 6AU(A7 nVrt-0�_—_Date Performed: _ Legal Description: LO 1 S C Township. Range. Section: C1Z&0'A•1 GS 4- '•//'y M V 5 ♦ GM GRAvtCJ,.♦ R- s to^t SA..O l3.Or Y. 10- QQIY ND 1.A7.o•t 11- s-/tt�oc. y 12- z- 15- 16- 17- 18- 1s- 16- 17- 18- C061Mc NTS WAS WAS GROUND WATER ENCOUNTERED? 479.7 S(7fC�' S IF YES. AT VMAT DEPTH?T�c L 0 DepN to Water Alter ♦ p 61onitoring? 6 E Darr, fI»�D i Reading Date Gross Time Net Time Depth to Water Net Drop PRfTO st .i` a7 O' — 30 30 -7 • I D 7a MrN i B 60 •• — O 30 HrN G '/rt • -7/g �. P--eRCOLATICN RAT= .S 7, f 1.-+.IeS*Ct PERC HOLE DIAMETER G T=STRUN6_TNE_R 1 a0'1- PT AVD d. e/]„ PT S $ S ENGINEERING t i�_96�CERTIFY THAT THIS TEST WAS PERFORMED BY.17� PERFORMED IN E�yYr1� 7TE AND 6!UNI IPAL GU IDE INES 4V EFFECT ON THIS DATE. DATE: 61X 10 V0 oC 0 1 WBERTC.COWAN. P.E. yGineekinG ROBEWA. SHAFER P.E. CMLENGINEERS (907)694-2979 FAX(907)694-1211 INTERMITTANT DOSING SAND FILTER SPECIFICATIONS Lot 5C; Iliamna Acres Subdivision HMN Ar�P90V LS May 30, 2006 GENERAL STATEMENT OF WORK MANEXTE16110M The work andlans covered b p y these specifications consist of furnishing all labor, materials, tools, transportation, and equipment necessary to complete an Intermittent Dosing Sand Filter system as described herein and on the attached drawings. SEWEeKK RCiWA1TER All work under this project shall comply with current Municipality of Anchorage (MOA) Regulations. The scope of this project includes the installation of a new 1300 gallon HDPE septic tank, a "REQ sTwEs 550 gallon Fat Albert S.T.E.P. tank, and a new I.D.S.F. septic system to serve the proposed four bedroom residence located on the referenced property. WfUMPEOT" SITE INVESTIGATION aFWMTEST The Contractor must carefully examine the project documents, have full knowledge thereof, have investigated the site, and be satisfied with the conditions affecting the work. NTEPWLS Conditions include, but are not limited to those bearing upon transportation, disposal, handling and storage of materials, availability of labor, water, electric power, mads, and uncertainties of weather, physical conditions at the site including all underground utilities, the conformation and condition of the ground, the character of equipment and facilities ROAD DES" needed preliminary to and during prosecution of the work. The Contractor must be satisfied with the character, quality and quantity of surface and subsurface materials or obstacles to be encountered. Any failure by the Contractor to become acquainted with the available SOUEST information will not relieve him/her from responsibility of performing the work as stated in these specifications and drawings. Location of utilities will be the contractor's responsibility. PERCOLATION TEST STRUCTURAL& MEC/WACAL WSPECTIONS ONSITE WASTEWATER 015POSALSYSTEM DESIGN 17034 NORTH EAGLE MER LOOP • SUTTE 204 • EAGLE RIVER ALASKA 99577 Pape 2 Lot SC; Iliamna Acres Subdivision May 30.2006 SEPTIC TANK / LIFT STATION / AIR COMPRESSOR A. General The work under this section consists of the performance of all operations pertaining to famishing and installing the septic tank/lift station, air compressor and piping to the sand filter. B. Materials 1. Tank a. Septic tank shall be a two compartment tank of at least the minimum size indicated on the drawings and MOA approved. b. First compartment shall have a separate 4" pump -out riser. The second compartment shall have a separate 4" pump -out riser. 2. Manhole Riser or Lift Station Tank a. An additional second compartment manhole riser shall be capable of being equipped with the following: 1. A junction (Nems 4x) box or equal, bonded or attached to the pump basin. 2. UL listed electrical cord grips, installed in the J -box. -OR- b. An additional tank (M.O.A. approved) may be provided for the effluent pumping assembly and the items in (a.) above. 3. Effluent Pumping Assembly, Controls, Alarm & Piping a. Effluent pumping assembly shall be of approved materials, including the following: 1. A 110 volt or equal U.L. Listed effluent pump. 2. High-density PVC cylinder housing the pump, with level controls and screen, serving as a baffle to prevent the screen from clogging. Pape 7 Lot 5C;111amna Acres Subdivision May 30, 2006 3. All piping shall be PVC or other non -corroding material. b. Pump controls and alarm system shall be an approved system with the following options consisting of: 1. Event counter 2. Elapsed time meter 3. Program timer 4. 10 wattheater 5. Remote alarm panel option with a minimum of 80 DB sound pressure at 24", operating temperature 30AC to 65AC, continuous sound to be located in the home. 6. Oil -tight visual alarm with push -to -silence feature. Automatic audio -alarm reset. 7. 15 amp motor rated toggle switch, double pole, double throw with three positions; manual (man), automatic (auto) and center (oil) (H.O.A.). 8. Nema 4x -rated, fiberglass, or equal, enclosure with hinged cover. 9. All controls to be installed as per manufacturer's recommendations. 10. Control panel to be installed on outside wall of home within sight of septic tank/lift station. c. Piping from the septic tank to the sand filter is to be 1 1/4" PVC schedule 40 solvent weld piping properly bedded as described in Materials Specifications and sloped to drain back to the lift station. Insulation board 2" thick and T wide centered over pipe is to be placed where soil cover is less than 4' depth over pipe. d. The airline from the house to the filter is to be HDPE arctic insulated pipe 3/4"-2" SDR - 11. The compressor will have a gauge (0-10 psi) and be extended into the living area or garage for easy monitoring by home occupants. Pape 4 Lot BC; Illamna Acres subdivision May 30, 2008 4. Air Compressor a. Air compressor shall be a THOMAS LINEAR SERIES model number 5060-A or 5070V -A or M.O.A. approved equal. CONSTRUCTION SEQUENCE In order to insure proper installation, the system is recommended to be installed in the following order: I. Sewer line from house to tank 11. Septic tank/lift station III. Sand filter IV. Leachfield bed (if required) V. Final grading CONSTRUCTION 1. Construction Instruments Contractor shall provide instruments such as transits, or levels, for establishing proper elevations and levelness of pipe or materials. 2. Pipe Laying All pipe shall be laid with material free of large or sharp rocks and organic matter. Each section of pipe shall be handled carefully and placed accurately. The spigot end shall be fully inserted pointing in the direction of flow and glued in place to make a water tight seal. Each section of pipe shall be properly supported to insure true alignment and an invert which is smooth and free from roughness or irregularity. At all times, when work is not in progress, open ends of pipe and fittings shall be closed so that no undesirable substance will enter the end of the pipe or fittings. Papa 5 Lot 5C; 111amna Acres Subdivision May 30, 2006 3. Bedding of Pipe for Sewer Lines The pipe should be bedded with materials free of large or sharp rocks and organic matter, compacted. Native materials may be used as back fill material above the pipe, provided it is free of large rocks and organic matter. All lift stations shall be installed in accordance with the manufacturer's recommendations and standards. Electrical installation is to be in accordance with the National Electric Code (latest adopted edition) by a licensed electrical contractor, with M.O.A. inspection where required. If MOA inspection is not required, a licensed electrician is to provide a letter to the Engineer stating that the system meets or exceeds all applicable codes. 4. Excavation Excavate to proper depth to allow gravity flow, install tank level, tolerance 0.05 foot, on undisturbed or compacted classified sand fill material. Create a level sand surface over the tank and add 2" burial foam +35 PSI directly over tank. Mound unclassified soil over tank with a minimum of 2 feet of cover and anti -flotation weights that may be required in areas of shallow ground water. 5. Connections All connections to be as per MOA requirements, PVC 3034 piping with Caulder or equivalent couplings for inlet riser pipes. All tank connections are to be completely water tight. Pape 0 Lot 5C; Illamna Acres Subdivision May 30, 2006 SAND FILTER The work under this section consists of the performance of all operations pertaining to furnishing and installing the sand filter. A. Materials 1. Sand Filter a. Liner (if required - not required for bottomless sand filter) - OSI Model LI or equivalent. 30 mil PVC cut and fabricated to provide water tight enclosure of filter sand volume. Seams to be permanent as per Manufacturer's recommendations. All connections, such as boot flanges, through sand filter to be permanently bonded to the liner. b. The Contractor shall provide a washed sand to meet ASTM C-33 Concrete Sand Specifications with the additional requirement that all but 1% of the materials passing the #100 sieve be removed. All nand shall be approved for use by the Municipality of Anchorage (M.O.A.). If the sample does not meet specifications, all sand will be removed and replaced. c. The Contractor shall be responsible for providing pea gravel that shall be a washed material containing no fines (0% passing the #100 sieve) and a maximum size of 1/4" diameter. d. The Contractor shall provide the manifold assembly. The manifold assembly shall be of approved materials with orifice shields and flushing assembly. All drilled holes to be cleaned of burrs and pipes flushed, prior to assembly. Flushing valve to include riser to finish grade. Lateral distribution piping is to be laid level (@:E 0.05'). e. Sidewalls and top of the filter box to be insulated with 2" direct burial polystyrene insulation. f. The Contractor shall be responsible for providing filter fabric. g. Air coil in sand filter to be geoflow WF16-4-24 150 LF placed 6" above bottom of sand. Pape 7 Lot SC; I,lamna Acres Subdivision May 70, 2000 Construction of Sand Filter The sand filter construction is to follow procedures as outlined below, as applicable to this design. Pea gravel and filter sand are to be hand leveled to proper depth (tolerance within 0.05 feet) in filter, taking care not to allow mud or fine soil material into the filter or gravel layer. This would include any soil material picked up by excavation machinery buckets while loading specified material. The Contractor should estimate filter material volumes such that allowance is made for wastage of material in contact with the ground at site. The area over the sand filter to be finish graded with a minimum of 2 feet of cover and to prevent ponding of surface water run off. Side slopes shall not exceed 3:1. The Engineer will reject any sand or pea gravel that does not meet specifications or is contaminated in transit or while handling. If such material is placed in the filter, all soil material may be required to be removed and replaced with new material. CONTRACTOR/ INSTALLER 11 = 40' 0 M (A DESIGN I SITE—PLAN 0 2 2 omo wo O - (5 "— 00 C. . t--) Mlno 0 Ej rn rn > a) z 0 rn -U. 0 0• L rn 071 0, 00000 0 0 mrn 0 1-3 SITE—PLAN 0 2 2 omo wo OMO1 - (5 "— 00 C. . t--) Mlno 0 Ej rn rn > a) z 0 rn -U. 0 0• L rn 071 0, 00000 0 0 mrn 0 1-3 < (A CA C.) - 0 ri 'A -T, Ol tz) > C) z 11 L4 0 o - - - - - - - - - - > uz I 0 2 2 omo wo OMO1 mo mow om Mlno M, uz I CA p. t= 2 Po0) o OOFa) .Ov z :11 (A a cn ;u a) C:) 0 0• L —3 0 00000 0 0 M (A CA C.) - 0 I I 1 'A W> :�q r > 11 L4 Z o - - - - - - - - - - > - - -- - - - - - - - - - tis Mc, 0 a ------------- O-2_------------- O cn )-Z z Ln I U) L4 0 010 2 .Ov z -4 0 0• NI -0+ M 0 ;=O M s - 0 I I 1 W> :�q 11 L4 - - - - - - - - - - - - -- - - - - - - - - - tis Mc, 0 a ------------- O-2_------------- O )-Z z 0 < CO ;u In > C-) r-1 0 t I rn in > 0 CM0 Wn. X -47, rn Alf M -4 W14 %N 1" = 60' DESIGN SITE -PLAN Yot; MoN Ac$ I ei^•'LLii u ___-_ __------- N p.' --------------------'O'� � oial°a tTl ry u l ZOMM A. zu ---------------------- ,, «vNl--------------- c n. =me Co 4 MM u .y.•. i �~ O N � 0 o O -0) rn-9�- I NOW d 4 f n n'3 Z >y n I I w7N0 I oil m O ' o 'PARD 'k, 01 d N I •� % O I"j II II N II '� Z, ' +/�9 f!! if I I I O1 W O M I Cl�A'Oi YG,, I I 19 0 0 0 0 I Ino0 ►�' n .. fi0'�J I I O O N > I '� w7 O C17 C" I 100. I •c. I) o r�i' , n I •� Qd cn In I U7 to f r _ ------------No- - ------------j ----- o -----� �---------- n <'^ , «Ev800 ti a 'A=j A CO x io i' I r" 0 O o iIE y I 14, Ctl I^a I a =�o I I 1 I 0 � I tni rn :o tO ��I ►'�{1 �� :a 41 y RixI N. T. S. DESIGN 7< .� 0 MICA) Z cn I! PROFILE a w r O nn Tn� L4 M rq (A ouA iTl El Cn W ' owls D D0261 v Z O O v M �. _0;uVl C/) Om�� 4� ~CA617, d 5Im �A d v p ZorirOiO� m a Omrnrq mi 11 z` L a m m 0 C) C)l 20' <m mr zoo .. O m i--� O O �..� v G v _= Ott �? �r s D > v C7 a M m cn N I cn w .� 0 MICA) Z cn I! a w r O q L4 OPINION OF COMPLIANCE ANCHORAGE GENERAL PERMIT 93-101 Permittee: Dianne Hull, Owner JMD Construction, Inc., Contractor File Number: POA -2006-1714-13; Rabbit Creek Municipal Reference Number: Rabbit Creek 06-B The permitee will perform work In waters of the U.S. (wetlands) in accordance with the terms and conditions of the Anchorage General Permit, as specified below. Work Description: Single-family home construction with associated driveway, well, septic and minimal yard clearing. All work will be performed in accordance with the attached plan, sheets 1-2 of 2, dated October 5, 2006. Project Location: Lot 5C, Iliamna Acres Subdivision, 5345 Riverton Ave, Anchorage, AK. Anchorage General Permit Conditions: General conditions: 1. Water Quality Certification. You must comply with all conditions specified as part of the Alaska Department of Environmental Conservation Water Quality Certification, which is part of these General Permits (GPs). 2. Historic and Archaeological Sites. These GPs do not authorize activities, including the use of material borrow sites, in or that adversely affect known historic properties listed or potentially eligible for the National Register of Historic Places, nor any such sites listed or found to be potentially eligible in the future. The pernitee shall stop work when cultural resources are Inadvertently discovered during the course of work and notify the Corps. The Corps will enter into consultation with the Alaska State Historic Preservation Office to determine if historic properties will be affected by the permitted work. Work shall resume after cultural resources have been evaluated pursuant to Section 106 of the National Historic Preservation Act. 3. Inspections. You must permit the District Engineer, or his designated representatives, to inspect the authorized activity at any time deemed necessary to ensure that it is being, or has been accomplished In accordance with the terms and conditions of these GPs. 4. Maintenance. You must maintain the authorized activity in good state, and in conformance with the terms and conditions of these GPs. You are not relieved of this requirement even if you abandon the authorized activity, although you may make a good faith or legal transfer to a third party, as described below. Should you wish to cease to maintain the activity or abandon it without a good faith transfer, you must obtain a modification of the GP authorization from the Corps Regulatory Branch either directly, or through Municipal Planning Staff. Such modification may require restoration of the area. 5. Sale or Transfer of Property. If you sell or transfer the property associated with the authorized activity, you must obtain the signature of the new property owner as the transferee in the space provided on this document and submit a copy of that page to the Municipal Planning Department and/or Corps Regulatory Branch, along with appropriate documentation of the transaction. You must submit this information within 30 days of the property transfer, to validate transfer of the GP authorization to the new party. Dianne Hull POA -2006-1714-B Project site restrictions and design criteria: 1. Setback. Where there are wetlands along or around a stream or waterbody, the project shall Include and maintain a non -disturbance setback, measured horizontally from the ordinary high water mark, as specified in Table 4. For previously unplatted residential subdivisions, the setback area shall be traded out, rather than being included in Individual lots. Notes: a. Applicants should contact Municipal planning or Corps Regulatory staff to obtain or confirm delineation of the setback: b. For currently unmapped waters, standard setbacks shall be: L 100' from streams supporting anadromous fish species, whether catalogued by the Alaska Department of Fish and Game, or otherwise so documented; ff. 85' from headwater streams, defined as those reaches upstream of the point at which the average annual flow is less than 5 cubic feet per second; hi. 85' from springs, defined as areas of permanent or seasonal discharge of groundwater that serve as a source for streams ordrainageways; iv. 65' from lakes, ponds or similar watorbodies having a minimum permanent surface area, at ordinary high water, of 2,500 square feet; v. 65' from streams that are neither anadromous norheadwaters, as defined above; and, vi. 25' from natural or constructed drafnageways, as defined and/or mapped by the Municipal Watershed Management Section. 2. Construction Timing Window. To protect nesting migratory birds, as required by the Migratory Bird Treaty Act, no work (i.e., clearing, grading, excavation, stockpiling, or placing of fill) may occur on the site between April 15 and July 15, unless: a) the site is sufficiently disturbed prior to April 15 to eliminate suitable nesting habitat; and, b) construction activity will occur continuously through June 15. Note: Clearing or other disturbance of the site prior to April 15 may require Corps or other authorization. 3. Surface Water Features. The project shall Incorporate design features and construction methods to maintain flow of surface water across the site. To accommodate this requirement, the applicant shall assess the project site to Identify drainage patterns and previously unmapped surface conveyances, such as streams and drainageways. These features must be field verified by Corps Regulatory, or Municipal Planning or Watershed Management staff. The applicant shall contact the Office of Management and Permitting (tel.269-8690), Alaska Department of Natural Resources, if the proposed project will cross any surface flowing waterway. Surface flow features shall be clearly depicted, along with any appropriate setback(s), on the proposed plans submitted with the GP application, as shall the measures proposed to maintain such flows. Cross -drainage may be directed around the development area, but the project must maintain downstream flows similar in quality, quantity and direction to the pre -project condition. As discussed under Setbacks, the GPs may allow crossings of unmapped waterways, but do not authorize permanent diversions, channelization, or other alteration. 4. Local Flooding. The project shall incorporate design and construction features/methods necessary to ensure that the proposed project will not cause flooding of adjacent properties or public Infrastructure. 5. Stonnwater Functions. The applicant shall demonstrate that the project plans Include sufficient measures to effectively replace the site's pre -project storrnwater retention and filtration capacity. The measures shall be sufficient to approximate zero net runoff Increase for storms with 2 -year frequency and no more than two times net runoff increase for storms with a 10 -year frequency, Including flows from subdrains. Verification that the project's stonnwater design meets this criterion must be obtained from the Municipal Welland Management Section or Its designee, and must be Included with the GP application package. Dianne Hull POA -2006-1714-B Project -specific conditions: 1. Time Limit GP authorization of this project expires on October 16. 2008. If you need more time to complete the authorized activity, submit a request for extension under these GPs to the Municipal Planning Department prior to the expiration date. You may not continue work beyond the expiration date until receiving notification to that effect from the Municipal Planning Department or the Corps Regulatory Branch. Note: Permittees should allow at least one month for processing of extension requests. 2. Other Approvals Required Before Starting Work. You must not disturb wetlands for this project until you have obtained all applicable Municipal and State approvals required for the work. These approvals include, but are not limited to: unicinality ofAnchoraoe ❑ Land Use Permit ® Grading & Fill Pennit ® Building Permit ® Right -of -Way Permit ❑ Flood Hazard Permit ❑ Utility Agreement(s) ❑ Rezoning Approval ❑ Preliminary Plat Approval ❑ Subdivision Agreement ❑ Stormwater Treatment Plan ❑ Parks Right -of -Entry Permit ® Wastewater Disposal Alaska Department of Environmental Conservation ❑ Stornwater Treatment Plan ® Wastewater Disposal ❑ Soil Remediation Plan If any of these—or other—approvals result in a change to the attached plans, you must provide a description of the change and a revised plan(s) to either Municipal Planning Department Staff or the Corps Regulatory Branch, and may not proceed with the project until the change is authorized. 4. Offset Unavoidable impacts. To offset the unavoidable adverse impacts of the project to the aquatic environment, the permitee shall: ® Excluding lots located In new subdivision developments, single family homes Impacting less than 16,500 square feet of wetlands are exempt from this requirement. 5. Waterbody Setback(s). You must maintain a 2S -foot non -disturbance setback from the dreinageway mapped in the NW comer of Lot 5C, as measured horizontally from its ordinary high water mark. This setback area shall be treated as *A* wetlands. 6. Field Delineation of Site and Project Features. You must not disturb wetlands for this project until you clearly mark the following permitted features at the project site and these have been verified in the field by the Corps or its delegate: ❑ Project Footprint ❑ Stream Setback(s) ❑ Lake/Pond Setback(s) ® Drainageway Setback(s) ❑ -A- Wetland Buffer ❑ 'B' Wetland Buffer ❑ Other (as specified in permit review) 7. Limits on Work Area. You must not conduct any of the following activities in wetlands or waterbodies beyond the approved project footprint (or in any other avoidance area identified above) during either construction or operation of the project/facility: Dianne Hull POA -2006-1714-B D Discharge of fill material (even temporarily), Including stockpiles; or, D Excavation and sidecasting/backfilling; or, D Mechanized landclearing; or, D Operation, parking/storage or servicing of equipment. 8. Construction Runoff. You must employ runoff control measures necessary to preclude or minimize both erosion and the transport of sediment, pollutants, and solid waste beyond the approved project footprint. These measures shall include, but are not limited to: ❑ Phasing of Site Preparation (to minimize the extent of exposed soil); ® Silt Fence; ❑ Reroute Offsite Runoff around Disturbed Soils (e.g., dike/ditch) ❑ Mulching (e.g.. wood chips, straw, grass clippings, gravel); ® Matting (e.g., jute, straw, coir); ❑ Sheeting for Stockpiles, Temporarily Exposed Slopes (e.g., plastic, geotextile fabric); ® Check Dams in Ditches/Drainageways (e.g., hay bales, sand bags, gravel berms); ® Surface Roughening (to slow runoff down slope); ❑ Terracing of Slopes; ❑ SedimentTrap(s); ❑ Temporary Sediment Basin; ❑ Storm Drain Inlet Protection (e.g., hay bales, sand bags, gravel bene) ❑ Outlet Filtering/Stabilization for Construction Dewatering; ® Revegetation of Fills and Disturbed Soils ® Onsite petroleum spill/leak response equipment and supplies and provision for their proper disposal 9. Contaminated Soil. if contaminated soils are discovered during construction, you must Immediately cease all work in the vicinity of the contamination, contact the Alaska Department of Environmental Conservation for Instructions, and defer any further activity until you receive ADEC approval to continue. 10. Endangered Species. The activity must not jeopardize the continued existence of a threatened or endangered species, as Identified under the Endangered Species Act, nor endanger the critical habitat of such species. Your signatu below, as permittee, confirms that you accept and agree to comply with the terms and c dations of Anchorage General Permit 93-10N, as supplemented in this documen ,tS )b--Z3-0(j (PEWTTEE) NAME AND,TITLE (DATE) Opinion of Compliance The signature below confirms the Municipality of Anchorage's opinion that the project descri ed above sets the terns and conditions of Anchorage General Permit 93-10N . �j�.��.lcc• /lss�rrr.fe f ICu�n;.r /o/lG /UG MUN CIPAL OFFI UAL; NAME 8 TITLE (DATE) When the work authorized by the Anchorage General Permit is still in existence at the time the property is transferred the terms and conditions of the permit will continue to be binding on the new owner(s) of the property. To validate the transfer of the permit and the associated liabilities associated with compliance with its terms and conditions have the transferee sign and date below. Please provide a copy to the Municipality of Anchorage, Planning Department. (TRANSFEREE) (DATE) Attachments: Final Project Plans (sheets 71.2 of 2, dated 1015/06) Diane Hull POA -2006-1714-B Page 1 of 1 R 10C TR 11 TR 12 TRA, TR8 TR1 [1410 AVE K2A------------E1Qf7O'AK IB1' 5A 58 iA 1 ' 2 TRO rC 5C TR 3.1 RMAIQN AVE,. Avr— i ' 4 7 i 10 5 t TRA -IA 14 15 le 17 R\ V \ Ch11C1lq YferigdAwMa __.r �• \ 1ttn://munimaos.muni.org/output/anchorage_LISBURNE28602676318.jpg 7/14/2006 \ - �1,♦ 1. t'^ > •. ire • t • � 'LL! r � r . �.5 �. � L !i � .... \1� .-e. G� , i.l:...� f t .♦ �:.. L _� OM1\. it it •ipi Y• N� r .Lw w rt.� i �\ c ` .•i. �'� ��. .rd' .r`nj. /. M. A r{x "'rt •� ���rS � +r4 \` c r' L:;o.( IN G���! '( .! V , to `i ♦ tIf t1 t ' ` ty {- ;.. •r •,nw ,•!•L 4 1 rL x- iT fti� !G fr � Gf� \ .+��4 1 !'• i"`l. Y\r i '+. 40 w it +: • 1 � �^ � v � ,til i ,r' �� , rr . L' i•t � �iV✓•;i`{`j.''tr,1 •.•,l Li �'f� l f `�,�1 ��.;- s .F ..,(�i 'r i �1• .v+i�r.1� n� Z rIC��;;'L +1*.f IJ i •�•Sd LLt: 4y+�7PY 1 '♦ \ �{ ♦.,�YTI�e. j{S� I �I �, .i vhf • PL•r �. I t. .. ♦� r .�J, r :` F. S�rc j .th'+±+mcr it{ q,..,�•t. ) -*<79IL ` r o -t3✓ r �A•' ` 79 �'` � 1rlt� �rw1 LC � .t• \ •t 1 �,� ,, E. � ,� ,,. •+.. , � u�*,LS :• �. U Li z Y 9 ( ! rent dole � e L. 1(:• •3 J-1-1 .�••sy'77 �+%,'\'s i��. } B ` t. i r•'�i�-ye• C -t `:•'� -. y�r� � \ •G StI'4 _•1II G. •1 v.� r�lj �u1�I.r r^•'.� kz •l� 1 yrs✓ 11 �l. , \ "•'�'� • \Y• •142 l�3 ,.l ,{. 'ui,'A J a w i 11 l.. 'I"1�{•?'� 44iY,q+ •R4•w •id.1 y„+`r� •',�'�, " tY •art , nM �t luu I It f 't'� �°w �'k 1 a�"�'��+L ' i 1 n• •n' ..7 'a G' •\tf i �I• •11i. t�M+•l�Fi, '♦'ir d i ~ \rry. ,+1 I ;� ri n :.i r - °axwiw.�rce tplc,f / 1•• �1trlw t rcco�wt� r.t ♦ t .+etrya.. P 4.:k+ �. i. LCI)«} A-• - 04 78-250 ILIAMNA ACRES SUBDIVISION LOT 5C 49.558 S.F. ,a' Swe, St es DATEC /°l5/06 . loe' RElAThE nEVAIgN TROY ASSUY,D GrUY (r.P) Se rl" IM_9S ,YT.•LTpr. 1 -----------------i yf n,T:t.1;,U f•6. S:dtE<6f�DD�s<��•< P<<A � 1 I I I 1 I I 1 I A • ' Fi � . AC. ORM 1 �I • 51(�.I. I .I � + m � ;• lc.l$j � •t ( � � E�wh 1 / e 1 ' I , / I / • I • I•' I I / V• 1 1 / I 5 eYSaa•E ,a.Er Q o ro RNMON AVENUE _ PLOT PLAN I � � TN' I HAVESURVEYED TE PROPERIV Do-ICTED ABODE AMD TNT TIE PROPOSED WROYD MS AND DRNNAGE CASUIDI lANO SURVEYING. LLC PATIENTS ARE AS SHOWN HEREON. R 5 T6 •RTF A. GSTMDI, RESPONS ILM OF THE OHM PRIOR m NIS- #Dg WFST 66M A 9050 AMCIIORAGE. ALASKA 9Lso2 OGN511iUCIlOIT. m vERrr T,E PRdOSFD PHONE x46-546• BALDING Lmpm ON LOT. WI DNG ONDISIONS CRAVE ANO UM" CONNMONS aR io O•TE ]057 10/5/2ooe AND m IE DETEFaMW TEASIENCE OF AW EASflF. M COVO"M OR RESINCIIONS *" DD WM APPEAR ON TIE RECORDED F. e. .Lae Ra. Ni•A' SUBM" M PUT. ,oY OF 49DI •. aR.r � Oww � i P� % Hono'NON MON'som MENNEN 0 7 NOMINEE now m mummum �Mmm no NOMMEN !I!Mme7msmsmm 0Mn-�mmwnOOMM no 0 711, 11 Succi 2c -F 2- °pW . .�,�c. • :'rte e, • •r" h .. ♦ ,.r ��. r1♦ � �.. z,F < i� ��1.. Ysr yrl fl.� f ��. �+A - r , v ,ap •r •.,t. �I ' .. �� r . S•S + ++ an4 •s4v .., }i �+rj/�e•F L� 1r y1xr 4 r v.. I J;• ♦ � 1 I xd }.til .• viL_ 'r' 1 •C a♦.•>/' iz,< : { t f �c , � t r a • .,�) ie l •�+�P •.L• f II'. � y1 �`r♦T~�. r .•• 1. 1� ;r• eY '"'•..' LL f�,.••C1C i � fi +'�C�, ,• 1y`` �� ; � lr i'i rJJf "f Y�♦ >y; -�'� t1 x,11'" ft ..��� ,rr ♦ `{1 n .L�' � L�j }i��'� ~iti � }.+f'. �I'`,i .+ I n ' • � ,�-.'�'y; /f� '''`Y -1J' f, � = r St 'j'.i/`�'iI i���3.',7/'- •h.a t � t- .'; , , ', ,'. �� `1 ^ �F.%4a•}'t.'n, r�,J/LM..✓{���.��?r•'. ,n�Fl �af!��Srr I J♦M' l•y� yam"rA flr�,1!-. (T T /. V"e f',r� r... /� + . �-v-LST-y' q <+t�{. TV �f%!•��lr.�j: �+!`'n/7� 7.Z^C' 1. i ^ .r'•f r fr •♦ v .,Tr•� � \-.'],.�'•¢ii .y--��JI•,�, t : -L �'r r;t. � n . '•y !. 's •-^ %�e'* %� ,� 1 '51� !1 r+f,.y�.,,,u ,/e:s.�i?• �,J„ �r r.1 , r �.r �r "\.� �ti ��� � � '^fie e� � er1' f `�•nlS/ ♦ i!/ -YY` i.�r /r f''`�n t,/4�r i� S 1..*= 'rF �� 't,,,. ;.. .�'�+—w�.`� X `,^',.-{� ".JAZ ,.. �. �y ws �'+�".i'� rr t.'` �• +� r i• « { `^ .tS � . w >^ , a >'. i .a,YT.. f t ♦•lr -�y ��r�.rl 3r ,�r! {�, .•yi' r./ •* �'- t 'T<a 47.; ,�,.. r yu - 4�y„Y�y�•r �s" .� ! \� .)����� �r� p-, tlV• l,�r / \ �` . , �, t. /\>.• L � N �' }�•/�.� " •�ai1,1' ' i l 1 .1 l r II� 2.� \�.,i',} �- i / r F/ r Y / - � ' r ! n� v .r.+� r. � • �vt n •a.'. 1' . y ?•� S t � � e��i s � r / / r l� ; / � / f ♦ �`\ � � ,,: "• -��`+w / .t �, v •L� r �' i ✓/ !T a ` 1 ?3t., 3r � ♦' r ij ~mss / 'r I �� \ i' ��—v-i r� �, 1t l7r i�•. {°,'t I " r�! ,-ti � Fes. -..I ', 1 � y r !•v�la,i� J' l fy'1: I r M1.�'/ �y� YC. F J 'r' • S..,i, • '^ \�^er.Ts'z����r'r•�r-� It / i t � r �f r `ten �• '� t J�/ �+�' Y t '� ~ � ,� :..1 �. '�L �•S♦� rf * � ��. r��,yV�q�. �. \'�Tc \ { >.1�✓�l1Jf ,'Z. �••�*4c�♦� ,. • �{b�J'•.j �r 1N�I �i 1iTr a1Y a. Y �I+�Y�'Y L� .'1.r7 / ,'.1 �. O � '� iil. y %1 :'`i v 1, S '{�$ �`TL.YY.. X F �1.,qr al �•'y ��r1i: "— •�' Ti �1P r ♦t'�"f•�_,,,,..��'/ w� •y.1+, �/r�''_ •_n —c- �i""_r �%•!`� l4•'�.C.�II''1..' t• i s,{t' •ryi, �1.r z� '•�,f. 4;�:�-.� Of F I � � PA. Box low; St1)!).519 6650 • Telephone: (997) W-7 MM) • Fax: (9n7) 343-7ff_'7 Se 19gsllJl(g�Ftgyda'1 �t110b9r JI4 Q tjO®cT xt@ P•NlnsAn 995n7 m�c.mmn rc/nlnnnln r To: Keesecker, Karen M. J1b*Ljghfflrk Begich Iliamna Acres lot 5PIanning Department Karen, I have reviewed this application. We made a change on the location of the ditch. He will cross slope the driveway at 1% ,directed down hill towards the wetlands and all downspouts will be directed to the wetlands or on property. Only a minor amount of runoff from the driveway near the road would leave the property. This application is approved as shown. Thank you, Steven M. Ellis Project Management & Engineering 3438078 Community, Sectrity, Prosperity `I 8 9_0 5 •��j 6. Ene Municipality of Anchorage �" `' '`a °� On-Site Water and Wastewater Program a $E I " n (907) 343-7904 s A r E T Y 3 -t ti c. Certificate of On-Site Systems Approval `� ab 8 L c" Parcel I.D. 017-101-30 ! Expiration Date: 2 —( 1. GENERAL INFORMATION Complete legal description Iliamna Acres Lot 5c Location (site address) 5345 Riverton Ave Current Property owner(s) Spindle William H. Day phone Mailing address 816 W 23rd Ave Apt 7 Anchorage AK 99503 Real Estate Agent Mary Cox Day phone 907-440-9820 2. TYPE OF DWELLING: LI Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well 0 Individual [x] Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: Received by: �..L/164{.e 14.14,y2c, Date: 2Wi 7 COSA to be released to the engineer,unless otherwise requested by the engineer. COSA Fee $ 526 Waiver Fee $ Date of Payment '1/ 222/1- Date of Payment Receipt Number QJ S Receipt Number COSA# QtC I7/Lj6 Waiver# 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm Forge Engineering Phone 907-522-7773 Address 1 399 W. 34th Ave. Suite 23 Engineer's Printed Name Benjamin Schiller Date 9/18/17 OF 14 a St m t' 49TH Pk '1" 6. DSD SIGNATURE ® VI:- System #1 Approved for L( bedrooms 101s 1E174.�`�. } • * 4P16;04•. od�s •. - .• System #2 Approved for bedrooms ��A �•..gtaa ; ..•` Disapproved �e• Conditional approval for bedrooms, with the following stipulations: ````.1klll m iif,rOF l ON-SITE ', WATER AND o WAS TEWATER (SET: PROGRAM = � per: 5 . �A4'�r SERF . By: ��� t✓��� -G Original Certificate Date: -17 The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet_E . . c D. LIFT STATION Date installed 1/30/07 Size in gallons 1500 Manhole/Access (Y/N) Y Pump on level at 42 in. "Pump off' level at 32 in. High water alarm level at 44 in. Datum Bottom Cycles tested 2 Y Meets alarm &circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot >100' On adjacent lots 100 Absorption field on lot 00 On adjacent lots 100 Public sewer main >75' Public sewer manhole/cleanout 100' Sewer/septic service line >25' Holding tank >75' Animal containment areas >50' Manure/animal excrete storage areas >100' SEPTIC/HOLDING TANK ON LOT TO: ' >5' >5' Building foundation >5 _ Property line Absorption field Water main 10 Water service line 10 Surface water 1 00 Wells on adjacent lots 00 ABSORPTION FIELD ON LOT TO: >10' >10' Property line >10Building foundation Water main Water Service line 10Surface water 100 Driveway, parking/vehicle storage 1 Curtain drain None Noted Wells on adjacent lots �100' F. COMMENTS G. ENGINEER'S CERTIFICATION '` At Z. so y �, to I certify that / have determined through field inspections and •40?: *"a .�►` • 9,ttip review of Municipal records that the above systems are in •* .' 4`:' T u B'®' t conformance with MOA COSA guidelines in effect on this date. .--_..,::. . ••••••'•"`4 Benjamin Schiller ♦ '`''' „ , ' ' "•""" . Engineer's Printed Name + ,�Il;u . !1 { �,' Date 9/18/17 1I AraY �� X11 +*1" 4Q1Ess>II .-� COSA brown sheet 10-10-12 doc If more than 1 septic system is on the lot: COSA Checklist# of Structure served by this system Certificate of On-Site Systems Approval Checklist Legal Description: Iliamna Acres Lot 5c Parcel ID: 017-101-30 A. WELL DATA Well type Private If A, B, or C provide PWSID# Well Log (YIN) Y Date completed42/14/07 Sanitary seal (YIN) Y Wires properly protected (Y/N) Y Total depth 94 ft. Cased to 92 ft. Casing height(above ground) 30 in. FROM WELL LOG AT INSPECTION Date of test 12/14/07 9/05/17 Static water level 59 ft. 52.2 ft. Well production 4 g.p.m. 2.6 g.p.m. WATER SAMPLE RESULTS: Coliform ND colonies/100 mL Nitrate 1 .99 mg/L Arsenic ND ug/L Date of sample: 8!29/17 Collected by: Forge Eng. B. SEPTIC/HOLDING TANK DATA Tank Type/Material S.T.E.P./SteelDate installed 1/30/07 Tank size 1500 gal. Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout(Y/N) Y Depression over tank(YIN) N High water alarm (YIN) Y Date of pumping 9/12/17 Pumper A+ Home Services C. ABSORPTION FIELD DATA Date installed 1/31/07 Soil rating (g.p.d./ft2 or ft2/bdrm) 2.OGPD/SF System type IDSF Length 18 ft. Width 20 ft. Gravel below pipe 0.25 ft. Total depth 3.0* ft. Eff. absorption area 360 ft2 Monitoring tube Y Depression over field N Date of adequacy test 9/05/17 Results (Pass/Fail) Pass For 4 bedrooms Fluid depth in absorption field before test 0 in. Water added 600 gal. New depth 0 in. Elapsed Time: 1440 min. Final fluid depth 0 in. Absorption rate >= 600 g p d Any rejuvenation treatment(past 12 mo.) (YIN &type) N If yes, give date *Design documents specify insulation. 78-250 ILIAMNA ACRES SUBDIVISION LOT .50 49,568 S.F. ♦ S 89`57'15'T 164.93' 10' T. & E. BUT. GRAVEL DRIVE I 13 I J I 32.0• I d 0 o COVERED ENTRY o I o I j ~ 6.0' b 30.0' o N ,r 8 4.3.5' is s ..a 49.2' EXISTING BUILDING 10• $ N ;r1 Z) ss.s 1: 50.2' I 8 z • • '1 SEPT)SYTTEu : .1 — . 1 "=30' " WELL � I 1 I S 69.56'45"E 164.92' O to RIVERTON AVENUE ASpt ' -BU I L T 'I HEREBY CERTIFY THAT I HAVE SURVEYED THE GASTALDI LAND ' PROPERTY DEPICTED ABOVE AND THAT NO ENCROACHMENTS EXIST EXCEPT AS INDICATED. 4♦♦ • SURVEYING, LLC 4 OF R IS THE RESPONSIBILITY OF THE OWNER TO - .••••.. • JEFF A. GASTALDI. R.L.S. t�t1�INE THE EXISTENCE OF ANY EASEMENTS, 41PQ, .•... ,• IS#1••Qt1 • ' ' • 4726 WEST 88TH AVENUE COVENANTS OR RESTRICTIONS WHICH DO NOT • 49Lt •=9 rot ANCHORAGE. ALASKA 99502 APPEAR ON THE RECORDED SUBDIVISION PLAT. •••• PHONE 248-5454 UNDER NO CIRCUMSTANCES SHOULD ANY DATA GRID DATE l HEREON BE USED FOR CONSTRUCTION OR FOR * o • ery A GestOldi o M 3037 6/12/2007 ESTABLISHING BOUNDARY OR FENCE UNES. #.,a•'•,k/i✓�/c 2.•'-c4" ANCHORAGE RECORDING DISTRICT, ALASKA ♦*�;Polejsi01101 :4�+ F.B. JOB NO. 07-05 LAS5C NOTE: NO CORNERS SET THIS DATE &wa� ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND LEANN DAMRON THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this 17 Day of SEPTEMBER of 20 17, by and between LEANN DAMRON herein the"OWNER,"and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Maintenance and Repair Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as INTERMITTANT SAND DOSING FILTER located at(legal description). ILIAMNA ACRES LOT 15C 2. Definitions. Alteration. Any change to the design or function of an AWWTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Certificate of On-Site Systems Approval(COSA). An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with Anchorage Municipal Code(hereinafter, "AMC") 15.65.These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. Permit.An On-Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AWWTS. 3. Term. The term of this Maintenance and Repair Agreement shall begin on the date of approval by the Municipality to operate the installed system or issuance of a COSA,and shall continue while the AWWTS is in use or is operational or until the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4. Alterations,Installation and Removal of Additional Equipment. Prior to performing any alterations to an AWWTS,the owner agrees to obtain an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. 5. Maintenance and Repairs. A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall maintain their AWWTS in a satisfactory condition capable of producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. The owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the municipality and the manufacturer of the AWWTS for the entire term of the AWWTS. In addition, it shall be the responsibility of the Owner during the term of this Maintenance and Repair Agreement,and any renewals thereof, at the owner's sole expense, to pay for any and all: (1)repair(s),(2) maintenance, (3)adjustment(s), (4)replacement costs,and(5) inspection costs. B. Owner agrees to comply with all applicable ordinance, laws. regulations, rules and orders for the AWWTS. C. Upon request by the Municipality,the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor,the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On-Site Systems Approval. H. Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. 6. Nonwaiver. The failure of either party at any time to enforce a provision of this Maintenance and Repair Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Maintenance and Repair Agreement or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 7. Amendment. A. This Maintenance and Repair Agreement shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties,with the same formality that this Maintenance and Repair Agreement was executed with, and such writing shall be attached to this Maintenance and Repair Agreement as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this agreement,the only authorized representatives of the parties are: a. Owner: LEANN DAMRON b. Municipality: Director,Community Development or designated authority C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance and Repair Agreement 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 Maintenance and Repair Agreement. 9. Severability. Any provisions of this Maintenance and Repair Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Maintenance and Repair Agreement. OWNER: By: tft LLI__j � (signature) Date: 72...tig0( A . Pam r0() (print name) STATE OF-*LASKA ) Cralt(4'Ir:rL coM..,;l• ) ss. I£� ) �� M1 The foregoing instrument was acknowledged before me this day of 5t?-0,,6t.r, 20 (1, by Lta,nn /. --Pa1"4-6,r� f""'" ""'„''' PATRICK MOODY I` =a, ��C M00 ' Notary Public ',4oTAnt4i. for the State of Montana NOTARY PUBLIC FOR ziarSirvik *: —'— R- Residing at: = SEAL = Bozeman, Montana '] My Commission expires: pl8tq(-Is? v5:. • � ` My Commission Expires: July 29,2020 MUNICIPALI y: Inr�- � (signature) Date: "I "�•S'r (print name) Title: Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519650 www.muni.org/onsite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcell.D, 017-101-30 1. GENERAL INFORMATION Complete legal description Lot Sc; Iliamna Acres Subdivision Location (site address) 534S tiiverton Ave. Current Property owners) ND Construction Mailing address Lending agency PO Box 2306 Palmer, AK 99645 COSA # () % 0 2 10 Expiration Date: 9 - A-52-0 % Day phone 746-3154 ,.t Day phone_ Mailing address - Real Estate Agent Day phone Mailing Address Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well 0 Individual On-site Individual Water Storage ❑ Individual Holding Tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an Independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also Issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or 8 wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below. I verify that my Investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm S a, S tsgineerirg Phone 6942979 Address 15861 S. Birchwood Loop d. gfak, AK 95 7 Engineer's Printed Name n Date ZZ �% 5. DSD SIGNATURE Approved for bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: Attachments: COSA Checklist X Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other By: -a" ,--/ lN. Original Certificate Date: L " oZ r 0-7 (Rw. I IMS) Municipality of Anchorage Development Services Department • Building Safety Division On -She Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orglonsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: LOT 5C', -L LAAq ' X,)j } '° r`, Parcel ID: D [:� - 10 1 - 3 0 A. WELL DAATTA� Well type f "�✓!t()r Date completed -0 Total depth .1q,r If A, B, or C provide PWSD,�I # = Well Log l&) CICS Sanitary se Y ) _g Wires properly protecte(CN) -kfi— Cased to 3 -2 -Lit. Casing height (above ground) 16"4- in. FROM WELL LOG Date of test 2 r Static water level II,�Jq ft• Well production 9 P•m• WATER SAMPLE RESULTS: Colrform colonies/100 mL Nitrate c2, -V mg/LL Arsenic: ug/L date of sample: 0l0 7 AT INSPECTION i ft. r g.p.m. Other bacteria a colonies/100 mL Collected by: tea- S C&Y2/V9MA)4 B. SEPTICIHOLDING TANK DATA _ Tank Type/Material E• Date installed p Tank size _SCn gal. Number of Compartments -91— Cleanout y/)�_ Foundation cleanout) Depression over tank (Y& _& High water alarm) E� Date of pumping})W 4V Pumper C. ABSORPTION FIELD DATA Date installed I 'S �j Soil ratin (g.p.d.M2 r ft=/bdrm) a lr) System type •�' S' �• nn t�.`aZJ� ft. Length lU ft. Width vZ� ft. Gravel below pipe 1 Total depth ft. Eff. absorption area '3W ft= Monitoring tube A—Z- Depression over field D Date of adequacy test &lfW j TXWI Results (Pass/Fail) — For --4-bedrooms Fluid depth In absorption field before lest = in. Water added= gal. New depth= in. Elapsed Time: = min. Final fluid depth — in. Absorption rate >= Ig p•d• Any rejuvenation treatment (past 12 mo.) (19 type) NO If yes, give date r D. LIFT STATION Date installed 11-30/6t? n 'Pump on" level at in. Datum,?,0T d)rr E. SEPARATION DISTANCES Size in gallons /600 "Pump off" level at 32 in. Cycles tested .�2 SEPARATION DISTANCES FROM WELL ON LOT TO: Septic lank/lift station on lot 123 Absorption field on lot 1315 r Public sewer main xJZd Sewer /septic service liner 1 Animal containment areas SD 4- Manhole/Access*N) `l�? High water alarm level at 4(� t r in. Meets alarm 8 circuit requirements? On adjacent lots /(00 'L On adjacent lots 100'4 Public sewer manhole/cleanout _L� Holding tank /J�/�} Manure/animal excrete storage areas /D© 14 - SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation Q� ` Property line St r Absorption field 5 t4- r Water main _moi Water service line /D -t Surface water 10051)rq- Wells on adjacent lots (� �- SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line /D Building foundation _(98 i Water Service line (D I+ Surface water /Cc I -4 - Curtain drain Ai A76 0000L)Wells on adjacent lots IL0 /4- F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records he above systems are in conformance with MOA CO gui lines in �thi te. Engineer's Printed Name Date �2 Z /D —7 COSA Fee $ !�, 56 4- 1-76, Of Date of Payment-6&-Z/D+7 Receipt Number 005466 (Rev. 11/05) Water main A)/d Driveway, parking/vehicle storage Waiver Fee $ Date of Payment Receipt Number bm 4. 400" r• i 14W4 I'J SCS RcLN Client Name Project Name/M Client Sample ID hlatris P"*SID Sample Remarks: J 1072607001 S & S Engineering Lot SC Martina Acres Lot SC Iliamna Acres Drinking Water All Datesfrimes are Alaska Standard Time Printed Date/time 06212007 15:13 Collected Datelrfine 06/072007 16:00 Received DateMme 06/072007 16:30 Technical Director Stephen C. Ede Allowable Prep Analysis Parameter Results PQL Units Method Container ID Limits Date Date Init Metals by SCP/MS Arsenic ND 5.00 ugfL EP200.8 C (<I0) 06/13/07 06/21/07 TK Waters Department Total Nitratc/Nitritc-N 2.20 0.100 Microbiology Laboratory Total Coliform 2 OD, No Cali mg/L SM20 4500NO3-F D (<10) col/100ml- SM20 92228 A (<1) 06111/07 TPM 06/07/07 DLC 78-250 ILIAMNA ACRES SUBDIVISION LOT -5C 49,568 S.F. S 89.57'15"E 164.93' 10' T. & E. ESMT. GRAVEL DRIVE I I �I I , I u.0• I o n G COVERD ENTRY tl6.0• agNs 43.5' b.s. 4. 49.2' EXISTING BUILDING # N cN I H 33.51 o• 50.2' z • � Z 'I1II SEPTC SYMMao :I :I I I 1 I I I I I HELL I I I GASTALDI LAND SURVEYING, LLC JEFF A. GASTALDI. R.L.S. 4726 WEST 88TH AVENUE ANCHORAGE, ALASKA 9950, PHONE 248-5454 GRID DATE 3037 6/12/2007 F.B. JOB NO. 07-05 1 IAS5C S 89.56'45"E 164.92' O M RIVERTON AVENUE I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY DEPICTED ABOVE AND THAT NO ENCROACHMENTS EXIST EXCEPT AS INDICATED. R IS THE RESPONSIBILITY OF THE OWNER TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE LINES. ANCHORAGE RECORDING DISTRICT, ALASKA NOTE: NO CORNERS SET THIS DATE 1 11=30' OF 44 AV *� 49•IU.........: *.j • a • BAY a Castolal k a 10 e : L 6091 1 • 2, 40'AV