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Home My WebLink AboutALPINE TERRACE BLK 1 LT 6Alp ine Terrace Block 1 Lot 6 #015-243-30 Municipality of Anchorage Page 1 of 3 Development Services Department on-site, Water and Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www cl.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SWO50224 PID Number. 015-243.30 N.ne Wastewater System: New Eric Trevithick ABSORPTION FIELD 7541 Soldotna Drive Anch. AK 99516 pl a rweeber a e.aoa W 5' W ide Trench 345.1400 Four 4 sW NeWa raa Dep,,, aan agv.a abe LEGAL DESCRIPTION 1.2 Groire 5 Ft. Degn b pp bellan can age.a peW GrevN Wpm ba,.ean ppe 11 r La S..d n.o,t 1 6 Alpine Terrace 2 Ft. 3 Ft Taffww M.ge swim Fa galea aww ap. W� 2.4 G,eoa Lwgm. 78 Ft. Ft. G,eea wan finite, d Imee Dn,ence ba .. W— Well: New 5 Ft. 1 FL GWe.riouen lFinas,A B. CI Tow Deem Cneab 70 da araWa. reg 672 FP pe Mdaw ASTM 3034 PVC Private 70 Ft. Ft Dn,W. He Drilling Dw ww swcWo. Le 8119105 17 Ft WOW Red Dog Construction 8/22105 retia Fu,p W r ;2—F. G'ab° TANK 9 GVM F,. t SEPARATION DISTANCES ® Septic ❑ Holding 0 S.T.E.P. ❑ Other. To I Septic Absorption LM Holding ubldi mate Anchorage Tank Y 1y250 Fran Tank Field Station Tank Sewer Lit* >100, >100' WA NIA >25' Steel Two (2) VM >100' >100' NIA NIA LIFT STATION — NONE ON LOT suras wam La Liam >T >10' NIA N/A cr >T >10' NIA NIA W W m b unp vw 0 a m In at Fou,aeton F. V Mete s Mosel LWce.rw bWec4an pwiwn by c„ D,.n None Noted BENCH MARK Garage Slab. 100.0 Ft Engineer's Stamp � Inspections performed by: A Harald Dates: 1a 8122105 49 �• : tH ,,,,„� ......,•/,,/. � ,,.�� 2"a 8/22/05 i.i.f �Lr.:� l 5 M•CNAI L E. ANX MS04 } Department of Health and Human Services approval•, s'. No CL -Ase, ! �: Reviewed and approved by: Date: pa�oessto'::•�� Municipality of Anchorage Page 2 of 3 DEVEOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK. 99519655 - 343-7904 On-Site Wastewater Disposal System or Well Inspection Report Permit Number. SW050224 PID No. 051-243-30 i I Lot 5 A B I S+-S1 6.824.1 / I Sq. ?7 S2 8.2 18.5 `Sr' Z-C4 23.9 37.0 Lot 9 I 0F ?s Mt 21.7 35.0 " 39 C5 68.7 51.5 z �g `7/ M2 656 48.3 I 8/�e� 00 eat / I MI / S1 I Ay TM S2 30 EEI 6 Four l o A LU �I c M2 — — — o Ica Well ;. o v Lot 8 I LOT 6 CN 0 I � I I o I I ° 0 N89050'40' W 6.82 Z 30 •��„' Lot 7 •'CF ONO �4.�P'CE............ .1 ••• A : •• ;._..; •'• ....... YX'INNE°l.......... •••• • .. R;;'Ay0! . PLAN AS-BUILT •i• � ..r�'. es's $1 SLALE 7'•b0 ••�' ,�\gas% Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage. AK. 99519-6655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report Permit Number: SWO50224 V50 GaAon Sepik Tank Page 3 of 3 PID No. 015-243-30 41 PROFILE AS -BUILT - Scale: V-19 MiCINEL E. MDER6an No. cE+xi Sent %lar• 6. 2006j110:21AMi .9015226119 9073451553; No•0894 P. 2/3 Mar -6-06 8:54 „, .y.. 2/3 .STATE OF ALASKA DEPAiTMENZOF NATURAL RV DIVIR'ION OF M)NiNC, LAND & WA WA7IRyV[LL LOC Drifliog CITY/ torah: .Sobtliviiitm . c' : se Ocrc ...10 Pmpm Owow N.:s a: Aa -,.Eric Tr w1' k 11100 POFar Dr. Arldloiape. AOM16 Tt�iriice is Meri an Ie:r n.6:p R.noo $cellon V. er . y of.—V4 y BO EHOLE DATA: Iftom T,Q,C. ) Dep(h Drilling method: (X) Air rotary, ( } Cable tool, Other Mae al: type, Color do wetnac I Frm I Wcll use: ( } Public supply, (X) Domestic, Other O : 7 Depth Of hole: 70 ft. Casing stickap: 2 ft Cutng typo: shawl Thickneau: 0.250 - inch Casing diatnerer. __ Inches Casing depth,A s ft 7 I.hwtype: -' Diameter _.-__inches Doprh: - A sift carid 3 grawl 15-: Staticwata tc`po__eadi :��llou�J 00 level & � field: _ feet ager-_ hours at PUotptdg y Reeoveryraw: % 9 gpm.Methodoftegit� 1 gpm sl day Development airlift Durniaa: r 1. . clay b gravel Well intake openhig type: (X) Open end. ( ) Open bole Other S=%vned: Stat tL Stopped screen type- - Sint/mesft size: _ ft wo silty day 3 gravel ' 40 Perforated SteiC N, Stopped: : Start: - Q Stopped:' ft - R gravel WIM20 65 7 a•; Note: ..a:, ....... Orout type: 6rsrrhersilH Volume - ,i Depth: Rau O R to 20fl Pump intake depth: ft ` Pump tis: hp. Brand Haas: { Was well disinfected upon completion? ( X) Yet, ( ) o 'i. i Method of d tinfectioa:...)li)e__. Driller Cottlmeots! dit^t.:.w .. .............. .....»..... _ Weil dr;nernamt: 0nX. _. x.» ....... I ...................... __...... companynamc:._t M. Mr009..1ac....._..... Maift address. 3W Akula City: A11Cf10raTC State: AK Zip 16 Phone number: 907 345 - 0593 Drillrn sigonturc: Masks te-6w rp.trw that a copy of this wal l lob be cent W r erNstaasl Resootcee within 45 days: mets art (AK funks W05.010,38.05.035.41.08.020. 46.13.02 aM AK rerula low. 1 I AAC 93.1401_ DNR/ DI :Jon of Minima. tared sed Waw. ' 550 W 7 Avenue.Saite 1020 AX 99501- 3&5g2 Phone ( 7)269-8619 and fax (907)269-8047 Within titc city of it is irtd dut ■ Copy 01 the well Ir be sent to the approprtito city o8lce.within 60 days and that a 2other copy of the well log be sent oo the well/propem owner within 30 Permit Number.a0(??24 Dataofissue: Id, IVj_l� Parcel Idcati6rsrioo Number It -7 3 •-30_ Is wel l located at approved permtr loculoa7 (X) Yes or ( )NO Sent By: MCOEE INDUSTRIES; fi I 9073451553; Apr -18-08 7:18AM; (pCAfl01! AIo; IcrrGce STATC PafffiIK • IML MGD .,,. TM Suh rie0-4blc I •AIQ lnrknd Cos „,�lo Sa>ro5— 1Lo SawK R ^A► i �I •mow ^ •^ . p onoo TMC Too �121/(� ewsm— Po.w vtc T,.. Twihicd sw Can~ hP_w I I acc+acAu w.. oZ y D Wawa tAMC TSP• I-Y.-TroI %M CARR 9r �� 04 Too_ rAwo Mac: R... C) To' IMTAMC MUCQM[: TWO O n G nr1 s... TO o," Mat fm. u of ffiy DrICRng, Znc 'Water YVe 'aii�f IMP Service 9lnch *e, Alfaska:-.. (907) 345-0593 Page 4/4 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Permit Number: SW050224 Date Issued: Jul 13, 2005 Expiration Date: Jul 13, 2006 Parcel ID: 015-243-30 Legal Description: ALPINE TERRACE SUBDIVISION BLOCK 1 LOT 6 Design Engineer: 0014 Anderson Engineering Site Address: 7541 SOLDOTNA DRIVE Owner Name: TWILA EVERITT Lot Size: 46400 SQ. FT. Owner Address: 917 W. CLEMMONSVILLE ROAD Total Bedrooms: 4 Permit Bedrooms: 4 WINSTON-SALEM. NC 27127 - This permit is for the construction of: Q Disposal Field ❑,/ 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: Date: 1_16"f Issued By: AA Date: Virkor Municipality of Anchorage Development Services Department Building Safety Division Onsite Water and Wastewater Program 4700 South Bragaw St P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 015243-30 Permit Number SW Property owner(s) Twlia Everitt Day phone 3451400 Mailing address (1) 917 W Clemmonsville Road Winston-Salem, NC Mailing address (2) 7541 Soldotna Drive Zip Code Legal description (Lot, Block & Sub'd.) Lot 6 Block 1 Alpine Terrace Legal description (Section, Township & Range) Lot Size 46.400 SF Acres/Sq.Ft. THIS APPLICATION IS FOR: Number of Bedrooms Four (4) Sewer Only ❑ Well Only ❑ Sewer and Well ® Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 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. n (Signature of property owner or authorized agent) Permit Fees: � �'�r�-cJ""") Waiver Fees: Date of Payment: 7'7—OS Date of Payment Receipt Number.%a�F Receipt Number. (Rev. 12100) ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 522-6779 FAX July 7, 2005 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 6, Block 1, Alpine Terrace Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The owner of the subject property intends to construct a new four-bedroom home on the lot. We are therefore requesting a permit be issued for the construction of a new well and septic system to serve the new home. No conflicts exist with adjacent septic systems or wells and the proposed septic system and well on this lot. The attached Site Plan and backup documentation identify the location and configuration of the proposed well, septic system and alternate site. The current drainage pattern is identified on the Site Plan. The drainage pattern will be maintained after development of this lot is complete. Test holes were recently placed on the lot, which indicated well graded to poorly graded gravel with lenses of silty sand in the area of the absorption trench and alternate site. The accepting soils were tested and found to have a percolation rate of 3.2 minutes per inch in the accepting soils. Groundwater was found in the test holes during placement at 15' below the surface. The level rose to 14' during the ensuing monitoring period. Our design includes the placement of a new 1,250 -gallon septic tank along with a 58' long by 5' wide by 3' effective depth absorption trench to collect and treat the sewage generated in the house. The bottom of the trench will be 5' below the surface. The distribution pipe will be 2' below the surface. A minimum of 3' of cover will be placed atop the trench and a minimum of 4' of cover will be placed atop the new septic tank. The ground surface on the lot slopes at varying grades from east to west as shown on the Site Plan. The absorption trench will be constructed parallel with the slope of the ground surface as much as possible in conformance with Municipal requirements. The new septic system will be constructed a minimum of 100' from the well on the adjacent Lot 6, Block 1, Alpine Terrace July 7, 2005 Page Two lot. It will also be constructed a minimum of 100' from any surface water in the area. If the system is constructed in accordance with our design the following statements apply: The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. 2. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. 3. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. 4. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, %� `04"� � Michael E. Anderson, P.E. Attachments MICHAEL E. ANDERSON I. No. CE -4381 3 9 49th �E�� LOT 6, BLOCK 1 ALPINE TERRACE SUBDIVISION s8 Long x S 7a x i Effective Depth Absorption Trench Alternate Site ® 1,250 Gallon sTM Septic Tank • r TM2 Four Bedroom Ss N89'S0.409N 198.82 SITE PLAN SCALE I"- 40' CIO i w+ O 75 U) LOT 6, BLOCK 1, ALPINE TERRACE SUBDIVISION DESIGN FACTORS: Four Bedroom House Perc. Rate: 1 to 5 Min./inch Application Rate: 1.2 GPD/SF (Average) SYSTEM REQUIREMENTS: 5' Wide Trench System 1,250 Gallon Septic Tank 3' Drainfield Rock 4 Bedrooms X 150 GPD/1.2 GPD/SF (Application Rate) = 500 SF Absorption Area 500 SF/5 SF *.58 (Red. Factor) = 58 LF Trench Length THEREFORE: Construct a 58' Long x 5' Wide x 3' Effective Depth Absorption Trench. Flow Line Elevation in Trench to be 2' Below Original Ground Surface. Total Depth to be 5' Below Existing Ground. Provide 4' Cover Over Septic Tank and 3' Cover Over Trench. 3' Cover Over Trench Natural Backfill 16" Geotextile Fabric 6" I 0_ 4" Perforated } PVC (Holes Down) 3'0" 1 1 Drainfield Rock 5' TYPICAL 5' WIDE T CH SECTIO"' NOTE: Grade Area Over Trench to Drain Away. Minimum 6' Separation From Bedrock Minimum 4' Separation From Groundwater. Minimum= Separation From Wells in the Area. Minimum 10' Separation From Water Services. Minimum 100' Separation From Surface Water or Streams. MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 SOUTH BRAGAW STREET ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION. Lot 6 block 1 Alpine terrace auoalvision PERFORMED FOR- Eric Trevithick DATE: 6/21/2005 PROJECT No - PARCEL ID°' TECHNICIAN: A. Harala Dr.PTII TEST HOLE # 1 (tett) 1- 2 3 4 5 6 7' 8 9 10 11 12 13 14 15 16 17 1 0 � o 00 00 0 00 O 0 0 0 0 7 OG/01- Sandy G/OL Sandy Gravel Silty Gravel With Sand GM Brown WAS GROUND WATER ENCOUNTERED? Yes IF YES ® WHAT DEPTH? 15' See Site Plan DEPTH OF WATER AFTER MONITORING: 14' DATE OF MONITORING: 6/28/2005 C 0 a 4) :tl N d d N See Site Plan Black Sand Wet DATE READING GROSS TIME (MINUTES) NET TIME (MINUTES) DEPTH OF WATER (INCHES) NET DROP (INCHES 6/21/041 TEST HOLE PRESOAKED PRIOR TO TESTING: 1 11:09 11.25" CHARGE 2 11:19 10 7.75" 3.511 3 11:20 11" RECHARGE 4 11:30 10 8" 3" 5 1131 10.88" RECHARGE 6 11:41 10 7.75" 3.13" PERCOLATION RATE: 3.2 (MINANCH) PERC. HOLE DIA• 6 (INCHES) TEST RUN BETWEEN,_FT. and-5—FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY ANDERSON ENGINEERING SOILS TECHNICIAN. 1, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE' MUNICIPALITY OF ANCHORAGE xWaF ft% DEVELOPMENT SERVICES DEPARTMENT •�•�p�{�. ^"^w� y�� 4700 SOUTH BRAGAW STREET ANCHORAGE, AK 99519-6650 49th C•% SOILS LOG -PERCOLATION TEST�p��'�.-w4._....._.��.»...�..: 00 %0(1 C ANOER50/ F LEGAL DESCRIPTION' Lot 6 Block 1. Alpine Terrace Subdivision �� : �. No. "~381 f ,l PERFORMED FOR, Eric Trevithick ,'t� DATE: 6/21/2005 PROJECT No PARCEL ID#• TECHNICIAN: A. Harala we�n.w^al e^ .«. se«^ DEPTH TEST HOLE # 2 OLIO I OG/OL SLOPE SITE PAN O 2 O o 00 3 00 O 4 00 Sandy Grovel o � See Site Plan 5 o o a 6 0 o r 7 O cn d 8 0 Silty Gravel vI O With Sand 9 Brown 10WASGROUNDWATER ENCOUNTERED' Yes $ O IF YES ® WHAT DEFTIn 15' See Site Plan 11 DEPTH OF WATER AFTER MONITORING: 14' O DATE OF MONITORING: 6/28/2005 12 DEPTH of 13 0 DATE READING 14 0 15 0 16 Black Sand Wet 17 18 BOH 5 1:36 11.88RRECHARGE19 20 PERCOLATION RATE -3.2 (MM/INCfq PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN- FT. and_5_FT. COMMENTS: TEST HOLE PRE SOAKED PRIOR To TEST. SAME MATERIAL AS TEST HOLE N0. I. TEST PERFORMED BY ANDERSON ENGINEERING SOILS TECIINICIAN. 1, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: TIME (MINUTES) GROSS TIME NET (MINUTES) WATER NET DROP (INCHES) (INCHES) s/2i/o4 TEST HOLE PRESOAKED PRIOR TO TESTING: 1 1:14 12.38" CHARGE 2 1:24 ] 0 9" 3.38" 3 1:25 11.75" RECHARGE 4 1:35 10 8.5" 3.25" " 6 1:46 10 8.63" 3.25" ONSITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION AND MATERIAL SPECIFICATIONS SUBJECT: LOT 6, BLOCK 1, ALPINE TERRACE SUBDIVISION GENERAL: The scope of this project includes the procurement and placement of a new 1,250 -gallon septic tank at the location shown on the Site Plan. Work also includes the construction of a new 58' long X 5' wide X 3' effective depth absorption trench at the location also shown on the Site Plan. The distribution line in the trench will be placed at 2' below the existing ground surface. Total depth of the trench will be 5' below the existing ground surface. A separation distance of 100' from any well and 100' between the septic tank and absorption trench and any surface water must also be maintained. In addition, a separation distance of 10' between components of the septic system and any water service line is required. A minimum of 3' of fill is required over the absorption trench and 4' over the septic tank. In lieu of the required fill 2" of insulation and 2' of fill may be placed. 2. Construction shall be in accordance with the approved site plan, design drawings, Municipal Permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. 3. The Contractor shall be responsible for obtaining all underground utility locates and for the layout of the septic system and verification of the location of all lot lines. The Contractor must also verify the location of wells in the area and assure that the separation distances are met. 4. Unless specifically agreed otherwise, the contractor shall be responsible for final grading areas subsequently depressed from soil settling. Property owner shall be responsible for revegetation of affected areas unless specifically agreed otherwise. 5. Contractors installing wastewater disposal systems must be certified by the Municipal Department of Health and Human Services for system installations. Owners installing their own systems must receive prior approval from D.H.H.S. before beginning system installation. SEPTIC TANK INSTALLATION A new 1,250 -gallon septic tank must be procured from an approved source and installed at the location shown. 2. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. Lot 6, Block 1, Alpine Terrace July 7, 2005 Page 2 of 3 3. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 4. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 5. Tanks installed without 4' of cover shall have a minimum of 2" of direct burial insulation. 6. A foundation cleanout shall be installed one to four feet from the building foundation. Two cleanouts are required between the tank and the drainfield. 7. Final grading over the tank shall be such that a positive slope exists away from the septic tank. DRAINFIELD CONSTRUCTION: 1. The drainfield shall be constructed to the dimensions shown on the design. The bottom of the trench shall be within 2" of level. 2. Distribution piping must be placed level with perforations down atop a level bed of drainfield rock. Rock should then be placed over the pipe to provide a minimum of 2" of cover. 3. A silt barrier or geotextile fabric must be placed between the drainfield rock and the natural soil backfill. 4. Monitor tubes must be 4" in diameter and installed at the locations shown on the design. The portion below ground must be perforated. 5. Contractor shall verify the septic tank and drainfield are a minimum 100' away from any private water wells in the area, 150' from a Class "C" Well or 200' from any community well. 6. Direct bury insulation must be placed over the distribution system if less than 3' of backfill depth is available. Finish grade over the trench must be mounded to prevent settlement or depressions. 7. Grade area surrounding the absorption trench to drain away. 8. A minimum 2' of accepting soil is required below the drainfield rock for a 5' wide trench. Contractor shall verify this condition prior to placement of the rock. All pockets of unacceptable materials must be removed and replaced. Lot 6, Block 1, Alpine Terrace July 7, 2005 Page 3 of 3 MATERIAL SPECIFICATIONS: Septic tanks must be constructed by a Municipally approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Cast Iron (perforated and solid), ASTM D3034 or P.V.C. (perforated and solid), ASTM F810 or H.D.P.E. (perforated, but not solid) and ASTM D2662 or A.B.S. (perforated and solid). 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Co. Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal). 5. A permeable geotextile fabric (Typar, Mirafi or equal) must be installed between the final drain rock layer and the native soil layer. 6. All drain rock shall be .5" to 2.5' in diameter with less than 3% passing the #200 sieve. INSPECTIONS: Municipal Ordinance requires a minimum of two inspections. These inspections must be conducted under the supervision of a professional engineer registered in the State of Alaska. The first inspection must be conducted after the excavation of trenches, beds or pits and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled. The second inspection must be conducted after the placement of the geotextile fabric, gravel, distribution piping, standpipes, cleanouts and insulation. No backfill should be in place at the time of inspection. Contractor shall provide a copy of all field survey layout and construction notes for use in preparing the certified as -built of the completed system. Parcel I.D. 015-243-30 Municipality of Anchorage On -Site Water and Wastewater Program (907)343-7904 Certificate of On -Site Systems Approval 1. GENERAL INFORMATION Expiration Date: Complete legal description ALPINE TERRACE; BLOCK 1, LOT 6 Location (site address) 7541 SOLDOTNA DRIVE, ANCHORAGE, AK 99516 Current Property owner(s) SHELLY SOUTH Mailing address Real Estate Agent Day phone 350-8124 7541 SOLDOTNA DRIVE, ANCHORAGE, AK 99516 PATTY HIGGINS 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY Individual Well Individual Water Storage ❑ Community Class _ Well ❑ Public Water System ❑ WaiverNariance request for: N/A Day phone (907) 360-2561 TYPE OF WASTEWATER DISPOSAL Individual Holding Tank ❑ Community ❑ Public Sewer ❑ Received by: Date: 51 P /// COSA to be released to the engineer, unless otherwise requested by the engineer. - COSA Fee $ 6;)-6 Date of Payment 511t01/5 Receipt Number COSA# 05C 151oS'� Waiver Fee $ _ Date of Payment Receipt Number 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 Garness Engineering Group, Ltd. IPhone (907) 337-6179 Address 3701E Tudor Rd Suite 101 Anchorage AK, 99507-3246 Engineer's Printed Name Jeffrey A. Garness Date In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the system/s on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend on a variety of variables including, but not limited to, soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the systemis. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the current systems fail. The content of this report is for the sole benefit of the personiparty who retained GEG. Reliance upon the information provided in this report by any other person or party, including but not limited to subsequent property purchasers, is not authorized. In short, GEG disavows any legal duty to anyone other than the peumnaid iparty who pforthis report l\ttU 41t1, t h r OFA&66 J= Ota -SITE fi System #1 Approved for bedrooms WATER AND z^ System #2 Approved for bedrooms WASTEWATER o^ y pp �`�� PROGRAM \� Disapproved �0 O Conditional approval for bedrooms, with the following stipulationsi��FA/%$ER4\G�'- \ 6. DSD SIGNATURE By: tlt' Original Certificate Date: Thenicipality of, pdhorage 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 engineers work. 7. ATTACHMENTS: y / COSA ChecklistNitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet 9-1-12.dec 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: ALPINE TERRACE; BLOCK 1, LOT 6 A. WELL DATA Well type PRIVATE If A, B, or C provide PWSID# N/A Date completed 8/19/2005 Sanitary seal (Y/N) YES Total depth 70 ft. Date of test Static water level Well production Cased to 70 ft. FROM WELL LOG 8/19/2005 WATER SAMPLE RESULTS: Coliform C) colonies/100 ml. Arsenic: kag./L. B. SEPTIC/HOLDING TANK DATA Nitrate l • Z mg./L. Parcel ID: 015-243-30 Well Log (Y/N) YES Wires properly protected (Y/N) YES Casing height (above ground) 18+ in. AT INSPECTION ;/4/15 Date of sample: 3/4/2015 Tank Type/Material SEPTIC/STEEL Tank size 1250 gal. Number of Compartments E 23 ft, 6.5+ 9.p -m. Collected by: GEG. Ltd. Date installed Cleanouts (Y/N) 1'11.11 YES Foundation cleanout (Y/N) YES Depression over tank (Y/N) I NO High water alarm (YIN) N/A Date of pumping� j n. Pumper i l i 1'i0(n c ��c ; � c c C. ABSORPTION FIELD DATA *BELOW EXISTING GRADE IN MT2 Date installed 8/22/2005 Soil rating .p.d./ft r ft2/bdrm) 1_2 System type SHALLOW TRENCH Length 78 ft. Width 5 ft. Gravel below pipe 3 ft. Total depth *6.91 ft. Eff. absorption area 672 ft2 Monitoring tube YES Depression over field NO Date of adequacy test 3/4/2015 Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field before test 15_25 in. Water added 911 gal. New depth 19_75 in. Elapsed Time: 172 min. Final fluid depth l5_25in. Absorption rate >= 600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE If yes, give date MT1 IS PINCHED AND NON—FUNCTIONAL D. LIFT STATION Date installed Size in gallons Manhole/Access (Y/N "Pump on" level at in. "Pump off" level -at High water alarm level at in. Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ On adjacent lots 100'+ Absorption field on lot 100'+ Public sewer main Sewer /septic service line 25'+ On adjacent lots 100'+ Public sewer manholelcleanout N/A Holding tank N/A Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10"+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots *100'+ F. COMMENTS *WELL ON LOT 5 COULD NOT BE PHYSICALLY LOCATED; RENTER DID NOT KNOW WELL LOCATION 100'+ PER MIKE ANDERSON 04/06 INSPECTION REPORT. G. ENGINEER'S CERTIFICATION / certify that / have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name JEFFREY A. GARNESS Date 3l/3/t.- (Rev. 11105) Municipality of Anchorage Development Services Department Building Safety Division On -Site Water 8 Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519.6650 www.muni.orglonsite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS FOR A SINGLE FAMILY DWELLING Parcel I.D. 0 6- 0' 43 3r) 1. GENERAL INFORMATION Complete legal description Location (site address) Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address COSA# /- D 1-7i) Expiration Date: 0-21-07 ALPINE TERRACE, LOT 6, BLOCK 1 7541 SOLDOTNA DRIVE • ANCHORAGE. AK 99516 ERIC k BOBBIE TREVITHICK Day phone 336-3720 7541 SOLDOTNA DRIVE • ANCHORAGE. AK 99516 Day phone ED WALDEN w/ REMAX Day phone 110 W. 38th SUITE 100 • ANCHORAGE. AK 99503 Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: Individual Well 0 Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ 240-0081 TYPE OF WASTEWATER DISPOSAL: Individual On-site Individual Holding tank ❑ Community On-site ❑ 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 samples. (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 B 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 riles 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 GARNESS ENGINEERING GROUP, Ltd. Phone Address 3701 E. TUDOR ROAD, SUITE 101 " ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG, U0. attempted to provide a thorough, conscientious engineering analysis of the system In accordance with ADEC and MOA DSD Guidelines 8 Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readilyidentifiablo features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole bonefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. S. DSD SIGNATURE Approved for Lt bedrooms. Disapproved. 337-6179 Date S/Zq Id; Conditional approval for bedrooms, with the fllowing stipulations: Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory Arsenic Advisory Maintenance AgFeements Supplemental Engineer's Reort Other 0F4'y0�-1 ON-SITE • •'�c� WATERAND WASTEWATER PROGRAM By: Original Certificate Date: 5---31 -10Z (Rw.l1ft) Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519.6650 1 www.rnuni.org/onsite (907)343-7904 i CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: ALPINE TERRACE, LOT 6. BLOCK 1 Parcel ID: O /-r e2, 43.3 0 A. WELL DATA Well type IRNA If A, B, or C provide PWSID# N/A Well Log (YIN) YES Data completed 8/19/2005 Sanitary seal (YIN) YES Wires properly protected (YIN) YES Total depth 70 ft. Cased to 70 ft. Casing height (above ground) 18+ in. FROM WELL LOG AT INSPECTION Date of test 8/19/2005 N/A Static water level 17 ft. N/A ft. Well production 9 g.p.m. N/A g.p.m. WATER SAMPLE RESULTS: Coliform -6 colonies/100 ml. NltrateOillQmg./L. Other bacteria f colonies/100 mi. Arsenic: UQug./L. Date of sample: 5/11/2007 Collected by: GEG Ltd. S. SEPTIC/HOLDING TANK DATA Tank Type/Material SEPTIC/STEEL Date installed 8/22/2005 Tank size 1250 gal. Number of Compartments E Cleanouts (YIN) YES Foundation deanout (YIN) YES Depression over tank (YIN) NO High water alarm (YIN) N/A Date of pumping 5/18/2007 Pumper McDONALD PUMPING C. ABSORPTION FIELD DATA Date installed 8/22/2005 Soil rating .p.d. or ft'/bdrm) 1_2 System type TRENCH Length 78 ft. Width 5 ft. Gravel below pipe 3 ft. Total depth *_ft. Eft. absorption area 672 ft2 Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fall) — For 4 bedrooms Fluid depth in absorption field before test = in. Water added =gal. New depth =in. Elapsed Tans: = min. Final fluid depth = In. Absorption rate >= — g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) NONE KNOWN If yes, give date — pk t 2 V Fyz.S a1„v D. UFT STATION Date installed Size in gallons Manhole/Access(YIN) "Pump on" level at —in. "Pump of 'leve High water alarm level at in. Datum Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankRift station on lot 100,+ On adjacent lots 100'+ Absorption field on lot 100'+ Public sewer main N/A Sewer /septic service line 25'+ On adjacent lots 100'+ Public sewer manhole/deanout N/A Holding tank Animal containment areas 50'+ Manureianimal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 100+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main N/A Water service line t0!+ Surface water 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION v.'•• I certify that I have determined through field Inspections and t 4 review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. A........ s. Engineer's Printed Name JEFFREY A. GARNESS 77953 ` 9 / 09L_QA Date 9/1-Y t7� / COSA Fee S / 3U • O O Data of Paymen/;L 4t U Receipt Number. (Rev. 1105) Waiver Fee E Date of Payment Receipt Number 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.muni.org/onafe K��yy -- (907) 343-7904 ERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. • 015.243-30 � •t COSA #Np IL-4 �A Expiration Date: 7 — .2 S —OGS 1. GENERAL INFORMATION Complete legal description Lot 0. Block 1, Alpine Terrace subdivision Location'(site address) 7541 Soldotna Drive Anchorage, AK 99516 Current Property owner(s) EricTrevlWck Day phone 345.1400 Mailing address 7541SordotnaDrive Anchorage,AK99516 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing Address Unless otherwise mquesled COSA will be held 6y DSD for pickup. 2. NUMBER OF BEDROOMS: Four (4) ----.3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well 0 Individual On-site -Individual Water Storage ❑ Individual Holding Tank ❑ Community Class -- Weli --_- _❑ =— CommUnity On=site ❑ — Public Water System ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Onsite 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 Onsite 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 Onsite 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 B 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, ) 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 Ander on Engineering Phone 5zz-m3 Address P.O. Boz 240773 Anchorage, AK 99524 Engineer's Printed Name Michael E. Anderson, P.E. Date 4122.12006 6. DSD SIGNATURE Approved for ___±_ bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: ----- COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory :s:• .-ON-SITE WASTEWATERIJKUGRAM= .. JJJ��l.C7 • • • r ^6 -S• )\4' '-JJJJI)) i.. rt��lf --- --- - — ))•))r''- X_ Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other By Original Certificate Date: (Rr. I IM) Municipality of Anchorage • Development Services Department Building Safely Division On -Site Water & Wastewater Program 4700 Bra9aw, Street P.O. Boa 198850 Anchorage. AK 995198850 www.muni.org/onske (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST U19810esalptbn: Lar0.Br0drl,Arp *1Waoaadraw.wm Parcel ID: 015.243.70 A. WELL DATA Welltype PrNete If A, 8, or C provide PWSID S _ Date completed eneNS Sanitary seal (Yffio Y Total depth 70 fL Cased tD 70 fL FROM WELL LOG Date of test 6/19M Static water level 1r R Well production 9 9 -p.m - WATER SAMPLE RESULTS: Coltfomn o cplonies/100 mL Nitrate M4 mg/L Arsenio NO mgll Date of sample: 4n7/0a B. SEPTICIHOLDINO TANK DATA Tank Type/Materiel sepad8tear Tank size 1.D gal. Number of Compartments?wo Foundation cleanout (Y/M Y Depression over tank (YIN) N Data of pumping New Canoucaan Pumper C. ABSORPnON FIELD DATA Wen Log (Y" Wires properly protected (Y" Y Casing height (above ground) t24 in. AT INSPECTION R 9 -p.m - Other bacteria 4 colomiea/100 mL Collected by: L.14 mandez Date installed 8/27/2005 Cleanouts (YM) Y High water alarm (YIN) N Date Installed AM= Son rating (g.p.d.M' or fe/bdon) L2 ar'olsF System type s was Trend Length 78 ft. Width 5 ft. (travel below pipe 3 ft. Total depth 8.11 R Effabsorption area ere a Monito" tube Y Depression over said N Date of adequacy test Nw Cornet Results (Pass/Fam For _ bedrooms Fluid depth in absorption told before teat in. Water added gal. New depth In. Elepsed TMne: min. Final fluid depth in. Absorption nue # 9.p.d. Any rojuvenatkm treatment (peat 12 mo.) (YM & type) If yes, give date - D. LIFT STATION Date Installed Size in gallons 'Pump on' level at _ in. 'Pump off level at _ in. Datum Cycles tested E. SEPARATION DISTANCES . SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankAift station on lot >1W Absorption field on lot >1W Public sewer main WA Sewer /septic service One >25' Manhole/Aceeas (YIN) High water alar level at in. Meets alarm b chcuit nKp*enw ts? On adjacent Iota >1W On adjacent lots >tsa Public sewer manhole/deanout WA Holding tank WA Animal containment areas WA Manuralanimal excrete storage areas WA SEPARATION DISTANCES FROM SEPTICIHOLDING TANK ON LOT TO: Building foundation >' Water main WA Wells on adjacent krta >1W Property One>s Absorption field >5 Water service One »a Surface water >1W SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property One »o' Building foundation >tv Water main WA Water Service One >19 Surface water >IW Ddveway. pared gNehide storage >29 Curtain drain Morn Noted Wells on adjacent lots >1W F. COMMENTS: G. ENGINEER'S I cedffy that I have determined Mrough field krspecuons and review of Munk 4* records Mat the above systems ere in conformance with MOA COSA guktednea kr effed on Mb date. Engineer's Printed Name alld" E. Anderson, P.E. Date 412412008 COSA Fee S 5q . Sd 4 (jS -co Date of Payment _ ti ; j O(oo Receipt Number c? X1 U M". I U0'.0 Waiver Fee Date of Payment Receipt Number ¢ 49th a Lot 9 Lot 8 SCALE: V= 50' LOT 6 Lot 5 SS 3q- 00 393 88�� Jp`!� J 1 Notes:Asphalt location Is approximate due to snow and ice. Lot 7 EASEMENTS OF RECORD, OTHER THAN THOSE SHOWN ON THE RECORDED PLAT ARE NOT SHOWN HEREON. FB 06-1, pg 58 BE WeIIO 82861 0 O N m b 0 0 0 0 0 .A 30 AS -BUILT NO CORNERS SET THIS DATE I hereby certify that I have performed a Mortgagee's Inspection of the following described properly: LOT 6. BLOCK 1. ALPINE TERRACE SUBDMSION Impmvements situated thereon are within the property Ines and do not overlap or encroach on are property lying adjacent thereto, that no Improvements on the property lying adjacent thereto encroach on the premises in question and that there are no roadways, transmission Ines or other visible easements on said property except as Indicated hereon. Dated at Anchorage. Alaska this ist day of March 2D06 FRED WALATKA 6 ASSOCIATES Engineers and Surveyors (907-248-1666) Sent By: MCGEE INDUSTRIES; Li A8 Nowa: Lot 7 8073451553; k. I Ioowon r epPradnwte traw.nd ra. Apr -18.08 7:18AM; AS -BUILT NOCORNERS )y owtify Tel I h" PwWmwd Page 2 2.861 3 DATE At-if and do not waleP or.navO.fi on ftlyt^0 w A Ind WdetYn •4°"d twelo. "I no Ynwurmu on ProPMY Mro s odlwwfi tw oto enaoae on to womrr !w•bn wd w^ , Ip• � i a "t vws am no menwdyc twomledon or Ottwr CALE: 1 — SO �So ''"'mmW pmp.ny.�t +dkrw n„ V*W N PA&" e. Atdw �Ll.. ;•..-i► we 1st e.ya _AiKgb_ _2006 EASEI AENTS OF RECORD, OTHER THAN 3-4-04 cRm WAL TKA lk ASSpgATFS THOSE, SHOWN ON THE RECORDED f9 �1 Efok � ad yeyom PLAT E NOT SHOWN HEREON. BE (001-246.1666)