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HomeMy WebLinkAboutTHE TABLELANDS BLK 6 LT 6The Tablelands Block 6 Lot 6 #051-801-29 Municipality of Anchorage Page 1 of 3 Development Services Department Onsite Water and Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.d.anchorage.ak.us (907) 343.7904 ON-SITE WASTEWATER DISPOSAL SYSTEM ANDIOR WELL INSPECTION REPORT Permit Number. SWO40410 PID Number. 051.801.29 Sinell Homes Inc. Wastewater System: New Aneem, 1900 W. Northern Us. Blvd., Ste. 200 Anch., AK 99517 ABSORPTION FIELD 344-5678 Four 5'Wide Trench LEGAL DESCRIPTION Sad Ra•ro Tar Depth Irm onprlr arrle. -48 Dpw,, 2 Ft 14adc La aWdh w Depth b ppe bman earn ur9nr grede Wevr depth 1,r1•rn ppe 6 6 The Tablelands .5 Ft. 1.5 FL TO—OW Rrge' Srda[ Fi edded •Core wVoad grade Ger•I Lupus 24 Ft. 216 Ft. Well: AWWU Water System •vr 1nd11. 5 iemu rwM 3 1557 I between W. 10 Ft. FL Cwrrralwn (Private. A, e, C) Tar D•pR Cued to ar r>eorpwn '"'A Ve wl Ft. Ft 1,374.6 FP ASTM 3034 PVC Daae Dr• Dreled Strw water Lrel. FL Pisano's Dirtworks 6120.2212005 Yrtd Pu sr r. Geep AEpr• Grm•4. TANK DPM F1. FL SEPARATION DISTANCES STEP To Sepbc Absorption Lift Holding lubwPovate "' n From Tank Field Station Tank sewer Line Anchorage Tank 1,500 Wei >200' >200' >200' WA >25' Steel Three (3) Sutawwater >100, >100, >100, WA LIFT STATION Latin >5' >10' >10, WA 250 or AnchorageTanklOrenco Fa.brwN >5' >10, >5' WAS 42 � 42 r eater44 m r n h k c~Drrrl None I Noted pe Mr,•a Moor Orenco Ei«ea iwpawrn penaRnd trr Allied Alaska Electric BENCH MARK w. InsulationuverAbsorptionSystem. Finished Floor. Auuned Ele, rw . 100.0 FL Engineer's Stamp •t OF 0 Inspections performed by: TLK Dates: 10 612112005 . 49th ae 2 6122/20OS� MICHAEL E ANDCRSON� Department of Health and Human Services approval 1' No. CE -4381 �0 r •���� o 'r�y;��'. Reviewed and approved by ate: 1 (n / � 3�pl������\ .U) ©� > ' C:) U i U 0§ �}� 2 m� �($i (CTC:;§{2 A � 8 <§ r! 9 _j I p © —5;o | " LLI• {E 2 A £77\ - z OM � §3 . At; % � � � � � � z � ■�% / %va ƒ 1 ! 9 � {} Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK. 99519-6655 - 343-7904 Onsite Wastewater Disposal System or Well Inspection Report Permit No. SWO40410 TBM - i x H 1,500 Galloi STEP TnnN Page 3 of 3 PID No. 051-801-29 2' EPS Insulation 11 - 3/16' Holes per Lateral N S V1 S 97.40 97.33 Coarse Sand Liner PROFILE AS -BUILT Seale: 1' - 20• Jun 22 05 01:45p nllied nlaska Electric 1907) 373-3894 p.l ,A*`P� ON RA CT/NG June 22, 2005 FAX: (907) 522-67g9— Anderson Engineering Attn: Mike Anderson P.O. Box 240773 Anchorage, AK 99524 Subject: Lift Station Inspections at properties stated below. This letter is to confirm that the lift station at: • Lot 6, Block 6 - Tablelands 3y3- -79R7 was wired by a licensed Journeyman Electrician in accordance with the 2002 National Electric Code requirements. If you would like any further information, please feel free to call our office at the numbers listed below. Thank you. Sincerely, ALLIED ALASKA ELECTRIC, L.L.C. a6�'-0 E ✓ t anette L. Brown, ice President/CFO cc: file P.O. Bor 876310, Waa111a. Alaska 99687 (907) 373-3893 ojc /(907) 232-8687 cell/ (907) 373-3894Jar 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.d.anchorage.ak.us (907) 3437904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SW040410 PID Number: 051-801.29 / Name: S inell Homes Wastewater System: New AOM esa: 1900 W. Northern Lights, Ste. 200 Anch., AK 99517 ABSORPTIO IELD phone Nl hlWof Bmroome: 344.5678 Four 4 5' Wid rench LEGAL DESCRIPTION SalRat.V TOM Depth from Ott" grove: .45 c e 6 Ft. &p4: Lot SOG &O,: Depth W ppe Colon fro. mqm , qn. 6 Gravel eepih penealh p,pe: 6 6 The Tablelands 2 Ft. 4 Ft. TOvhlMep: Range: sernm: FA aaaep opOve mg," pope. GravM Uwvh: 1.3 FI. 136 FI. Well: AWWUWaterSystem Gr8v wgtn: Hampero W,es'. Ewe Darweshknee: 5 Ft. 2 >10 Ft. CMee,ef blph (Pm 10. A 9, CI: TOM Depth: call W: TOM ays tan ar FightWtehil: FI. FI. 1 60 Fir ASTM 3034 PVC Dnuer Dale DnW: SMpc Wolff Level p,suuar. Dara mw,we, Ft. Pisan s Dirfworks 1213-412004 YroW: Nehp Set at: Co" 1409M Ap 13 a : TANK (SPM Ft. FI SEPARATION DISTANCES Septic To Septic Absorption Lift Holding ublldPriv n1 ". paarm Atha. From Tank Field Station Tank Sewer Anchorage Tank 1250 wr' >200' >200' NIA NIA > ' L"101yL Steel tlumparo Cp pammmu: Two (2) Surface water >100' >100' NIA NIA X LIFT STATION — NONE ON LOT LO Lrro .>5' >10' N/A '�.' NIA V e. na acwrer. GM Fou,pnwn >5' >10' N1A N1 "p 0" bw at. 'pump Or ,sW al. Npn welt aWrm M. h th. In. C,N,n Dnin None Noted .- / Ppmp Maas A MOoal Ea l Inepffn r WOhnne0 oy: „ BENCH MARK Iqn Mq ,pl,on: Finished Floor. val.On. 100.0 FL Engineer's Stamp )F lit ' Inspections pe rmed by: T: Kimbrough Dates: 1e' 12/3104 49th /}\ ' 1214104 ;{ ,.0 %'"` l 2ntl epartment of Health and Human Services approval MICHAEL E. ANDERSON '•� f s: 'o CE -4381 •���f'"�-6„.°w r`�:` Revie ed and approved by: Date: (Ra. t 1 CL I+ \\\ o�ZN I \ U I \ cmc 'n 0 24 v , W tff �o s t o o' 4'o Z"z z s ti �o Lug Q rna��w a N < oc<o O N -5(6E _Q U o � <'J � U C > Pb Li MCL d = v OLu 3 9 0 m t ?i fD 77 0l �L. W O C 1 J 0 5� U zj J m 10 V N N h P N l� IG S N P Oy m P h m h O N h P b n < O nnN �OPYf \ N > N N •p Mf r .� � \ \ •�� +} £ gely� ��� G O i z 6 Permit No. SWO40410 1 2.97 TBM = 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 Page 3 of 3 PID No. 051-801-29 V 5! U S 96.17 96.15 M s Drnlnfleld Rock N In S U n U II x-81.0 88.9 PROFILE AS -BUILT .61 97.01 \93.16 E. ANDERSON 8.81 Drcinfleld Rock II x-81.0 88.9 PROFILE AS -BUILT .61 97.01 \93.16 E. ANDERSON MUNICIPALITY OF ANCHORAGE Development Services Department Onsite Water d Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial 1P/ly/4c45 3:50 p I PYecot, lb, .3DW Date Issued: Sep 29, 2004 Expiration Date: Sep 29, 2005 Permit Number: SWO40410 Parcel ID: 051-801-29 Legal Description: ;THE TABLELANDS SUBDIVISION BLOCK 6 LOT 6 Design Engineer: 0014 Anderson Engineering Owner Name: SPINELL HOMES, INC Owner Address: 23107 WHISPERING BIRCH DRIVE CHUGIAK , AK 99567 - Site Address: 23107 WHISPERING BIRCH DRIVE Lot Size: 40155 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit Is for the construction of. ❑✓ Disposal Field Q Septic Tank Ej Holding Tank Ej 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. c Date: L Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.enchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcell.D. Permit Number SW Property owner(s) Spinell Homes, Inc. Day phone 344.5678 Mailing address (1)1900 W. Northern Lights Blvd., Suite 200 Anchorage it -AK 9955117 gaddress(2) �31b� It IiifllCklirnti iQ(lc+bt() 2ib�q& o7P� Legal description (Lot, Block & Sub'd.) Legal description (Section, Township & Range) Lot Size_ 40.155 SF Acr s/ q.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 ❑ certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (' (Signature of property owner or authorized agent) Permit Fees: Date of Payment Waiver Fees: Date of Payment Receipt Number. rid{ '65tl� Receipt Number. (Rev. 12/00) ANDERSON ENGINEERING, P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 522-6779 FAX June 13, 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 6, The Tablelands Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Permit Number SW040410 Dear Onsite Services Engineer. The groundwater at Lot 6, Block 6, The Tablelands Subdivision has unexpectedly risen and is currently encroaching into the recently constructed absorption trenches. We therefore propose to replace the existing 1,250 -gallon septic tank with a 1,500 -gallon STEP Tank and raise the 5' wide absorption trenches so the maximum depth of the trenches is 6'. A third trench will be added and all trenches will have an effective depth of 2' with a total depth of 3'. The attached site plan shows the configuration and location of the new absorption trenches. The distribution piping will be removed from the existing trenches and 1' of coarse sand placed. The new absorption trenches will be constructed atop the coarse sand layer. The existing septic system construction permit issued for this lot does not expire until September 29, 2005. We are proposing to complete this work under this permit and will provide a certified as -built once the work is complete. Test holes recently placed on the lot indicated silty gravel with minor amounts of sand in the area of the absorption trenches and alternate site. The accepting soils were tested and found to have a percolation rate of between 30 minutes per inch and 60 minutes per inch. The system is designed with an application rate of .45 GPD/SF. A minimum of 3' of cover will be placed atop the beds and a minimum of 4' of cover will be placed atop the new septic tank. The ground surface on the lot has no slope from east to west as shown on the Site Plan. The absorption beds will be constructed parallel with the slope of the ground surface as much as possible in conformance with Municipal requirements. The new Lot 6, Block 6, The Tablelands Subdivision June 13, 2005 Page Two septic system will be constructed a minimum of 10' from the water service proposed for the lot and on adjacent lots. 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, Michael E. Anderson, P.E. Attachments `y �.• �9'O� I.J•f •.4ST�♦ i r o �i srt tom♦ %�•\ n iS ��% a ` m \ �+� w0441 De�. 40� a+ \ 41 f, � b O �s H y �r ' D r�J• a e�Ki 'V� r t N� •D�t y0 m O r- I m 66 ! 0 N 7 y �� A fill �Htii ?TO '''rte`. Al q fill 0-)0 a e til < p �eiR�ti oRr�F0 LOT 6, BLOCK 6, THE TABLELANDS SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: Four Bedroom Home 1,500 Gallon STEP Tank Perc. Rate: 31.60 MinAnch Pressure Distribution System Application Rate: .45 GPD/SF 5' Wide Trench with 2' Drainfield Rock 4 Bedrooms x 150 GPD/Bedroom/.45 GPD/SF (Application Rate) = 600 SF Absorption Area 600 SF/.45 GPD/SF k.7 (Red. Factor) = 186.7 LF Trench Length THEREFORE: Construct 3 - 63' Long x 5' Wide x 2' Effective Depth Absorption Trenches. Flow Line Elevation in Trenches to be V Below Original Ground Surface. Total Depth to be 3' Below Existing Ground. Provide 3' Cover Over Absorption Trench and 4' Cover Over Septic Tank. 3' Depth Natural Backfill 6- Geotextile Fabric 6" 1" Perforated PVC (Holes Down) 3/16" Holes @ 2.4' Spacing 20" Drainfield Rock 1100 '%`fir A0-�.eti}i.-t-:, O O O Remove Pipe From Existing Trench 0-0-0 _ Place l' of Coarse Sand Over Septic Rock 5' TYPICAL DEEP TRENCH SECTION (NO SCALE) ..„�' ..,..... NOTE: Grade Area Over Trench to Drain Away. 49th Minimum 6' Separation From Bedrock. °.,„, _,,, „ Minimum 4' Separation From Groundwater. i1twe.µ�ason Minimum 100' Separation From Wells in the Area. Minimum 100' Separation From Surface Water or Streams. ��� % ;_ No. C94MI PRESSURE DISTRIBUTION CALCULATION Elevation at Highest Discharge Point Pressure at Highest Discharge Point Liquid Level in Tank (Elevation) Diameter of Holes in Distribution Line Diameter of. Distribution Line Hole Spacing in Distribution Line Length of Transport Line Diameter of Transport Line Q = 12.4d✓F= 12.4(.1875)(.1875)VT _ .9748 GPM/Orifice .9748 * 33 = 32.2 GPM TDH = (100-93) + .0192(32.2)(32.2) + 7' + 20' + 28.2' 95' 5' Head 93' 1875" (3/16") 1.0" 13' 45' 1.5" f .000995(45) (31.2)�'a (1.5) -4. %7 1.2' Therefore 33 Orifices @ 6' Spacing With 28.2' of Total Dynamic Head. 11 Holes Per Lateral ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 522-6779 FAX September 23, 2004 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Subject: Lot 6, Block 6, Tablelands Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The owner of Lot 6, Block 6, Tablelands Subdivision 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 septic system to serve the new home. The subdivision is served by a community water system and no conflicts exist with adjacent septic systems or wells. The attached Site Plan and backup documentation identify the location and configuration of the proposed septic system and alternate site. The water service line is also shown. The current drainage pattern along with spot elevations is identified on the Site Plan. The drainage pattern will be maintained after development of this lot is complete. Test holes recently placed on the lot indicated silty sand and gravel in the area of the absorption trenches. The accepting soils were tested and found to have a percolation rate of 31 to 60 minutes per inch. No groundwater was found in the test holes during placement and none was noted during the monitoring period. Our design includes the placement of a new 1,250 -gallon septic tank along with 2 - 67' long by 5' wide by 4' effective depth absorption trenches to collect and treat the sewage generated in the house. The bottom of the trench will be 6' below the surface. The distribution pipe will be 2' below the surface. A flow splitter valve will be placed to assure even flow to each trench. A minimum of 3' of cover will be placed atop the trenches and a minimum of 4' of cover will be placed atop the new septic tank. The ground surface on the lot slopes at shallow grades from southeast to northwest as shown on the Site Plan. The absorption trenches will be constructed parallel with the slope of the ground surface as much as possible in conformance with Municipal Lot 6, Block 6, Tablelands September 23, 2004 Page Two requirements. The new septic system will be constructed a minimum of 10' from the water service proposed for the lot and on adjacent lots. 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, Michael E. Anderson, P.E. Attachments r4 9th /\ * MICHAEL E ANDERSON No. CE -438 i LOT 6, BLOCK 6, TABLELANDS SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: Four Bedroom House 5' Wide Trench System Perc. Rate: 30-60 Min./Inch 1,250 Gallon Septic Tank Application Rate: .45 GPD/SF 4' Drainfield Rock 4 Bedrooms X 150 GPD/.45 GPD/SF Application Rate) = 1,333 SF Absorption Area 1,333 SF/5 LF (Width)" .5(Red. Factor = 133.3 LF Trench Length THEREFORE: Construct 2 - 67' Long x 5' Wide x 4' Effective Depth Absorption Trenches. Flow Line Elevation in Trenches to be 2' Below Original Ground Surface. Total Depth to be 6' Below Existing Ground. Provide 4' Cover Over Septic Tank and 3' Cover Over Absorption Trench. Place Flow Splitter Valve to Assure Even Flow to Each Trench. Natural Backfill Geotextile Fabric 6" 4" Perforated PVC (Holes Down) 4-0-1 1 �— Drainfield Rock TYPICAL 5' WIDE TRENCH SECTION (NO SCALE) 4 a NOTE: Grade Area Over Trench to Drain Away. f Minimum 6' Separation From Bedrock. IV.....4 Minimum 4' Separation From Groundwater. Minimum 100' Separation From Wells in the Area. Minimum 1 00'Separation From Surface Water or Streams. -v, 49th MrKA . E ANDER' \ No. CE4381 MUNICIPALITY OF ANCHORAGE DEVELOPMENT SERVICES DEPARTMENT 4700 SOUTH BRAGAW STREET ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 6. BLOCK 6. TABLELANDS S/D PERFORMED FOR: SPINFI I DATE: 8/3/2004 PROJECT No -M0465 PARCEL ID # TECHNICIAN: T. L. KIMBROUGH Drrnl IT«o TEST HOLE # 1 SILTY ORGANICS/OB SILTY—SANDY—GRAVELS GM mz SLOPE 49th AM c ANDERSON No. CE-47eH f SITE PAN TOH2 TOH I CURB KEY SFF FUTURF ASRUII T WAS GROUND WATER ENCOUNTERED? NO IF YES R WIIAT DEPTIr 0% DEPTH OF WATER AFTER MONITORING: NONE DATE OF MONRORING: 91? 51?Oo4 DATE READING GROSS TIMEJ (MINUTES) NET TIME (MINUTES) DEP WATERF (INCHES) NET DROP (INCHES) 8/3/04 TEST HOLE PRESOAKED PRIOR TO TESTING: 1 12:10 9.0" CHARGE 2 12:40 30 8.25" 0.75" 3 12:40 10.0" RECHARGE 4 13:10 30 9.25" 0.75" 5 13:10 11.0" RECHARGE 6 13:40 30 10.25"10.7501 PERCOLATION RATE; (MINANICH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN: 4.5 FT. and_,5aFT. WAS GROUND WATER ENCOUNTERED? NO 1F YES @ WHAT DEPTHS DEPTH OF WATER AFTER MONITORING: DATE OF MONITORING: COMMENTS. TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY VETECH ENGINEERING TECHNICAL SERVICE. 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 DEVELOPMENT SERVICES DEPARTMENT 4700 SOUTH BRAGAW STREET ANCHORAGE, AK 99519-6650 SOILS LOG - PERCOLATION TEST LEGAL DESCRIPTION: LOT 6. BLOCK 6. TABLELANDS S/D PERFORMED FOR: SPINFI I DATE: 8/3/2004 PROJECT No_M0465 PARCEL IDR- TECHNICIAN: T. L. KIMBROUGH Dr.Vnl crag TEST HOLE # 2 SILTY ORGANICS/OB SILTY—SANDY—GRAVELS GM m SLOPE 0% 49th RICWIEL L MU7ERSM ?., No. CE�38t I SITE PAN TTH2 TOH 1 CURB KEY SFF FUTURE ASRUILT WAS GROUND WATER ENCOUNTERED? NO IF YES @ WIIAT DEPnP 0% DEPTII OF WATER AFTER MONITORING: NONE DATE OF MONITORING: 9%w?0QL DATE READING G OSS TIME MINUTES) NET TIME (MINUTES) DEPTH of WATER (INCHES) NET DROP (INCHES) 8/3/04 TEST HOLE PRESOAKED PRIOR TO TESTING: 1 12:30 12.0" CHARGE 2 13:00 30 11.0" I.0" 3 13:00 12.0" RECHARGE 4 13:30 30 11.125" 0.875' 5 13:30 12.0" RECHARGE 6 14:00 30 11.125' 0.875' PERCOLATION RATE; -3-41 (MIN/INCH) PERC. HOLE DIA. 6 !INCHES) TEST RUN BETWEEN: 4.5 FT. and 5.5 FT. COMMENTS. TEST HOLE PRE SOAKED PRIOR TO TEST. TEST PERFORMED BY VETECH ENGINEERING TECHNICAL SERVICE. 1, MICHAEL E. ANDERSON CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPLE GUIDELINES IN EFFECT ON THIS DATE: ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION AND MATERIAL SPECIFICATIONS SUBJECT: LOT 6, BLOCK 6, TABLELANDS SUBDIVISION GENERAL: 1. 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 2 new 67' long X 5' wide X 4' effective depth absorption trenches 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 trenches will be 6' below the existing ground surface. A flow splitter valve must be placed to insure even flow to each trench. A separation distance of 10' from any water service and 100' between the septic tank and absorption trenches and any surface water must also be maintained. A minimum of 3' of fill is required over the absorption trenches 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 6, Tablelands September 23, 2004 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 6, Tablelands September 23, 2004 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. 1�1' 4R 6 • Municipality of Anchorage v"s� On -Site Water and Wastewater Program (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 051-801-29 1. GENERAL INFORMATION Expiration Date: ct -13- 14 Complete legal description The Tablelands BIk6 Lt6 Location (site address) 23107 Whispering Birch Dr., Chugiak Ak. 99567 Current Property owner(s) Jerome Schultz Day phone Mailing address 23107 Whispering Birch Dr., Chugiak Ak 99567 Real Estate Agent 2. TYPE OF DWELLING: Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 Day phone 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual n Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System 0 Public Sewer ❑ Date: i - �;2- I COSA Fee $ 61LI o — Date of Payment ! 1l Receipt Number COSA# OSC\a�ryLl.a 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 Certif icate of On -Site System s 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 Pannone Engineering Services LLC Phone 272-8218 Address P.O. Box 100217. Anchoraae. AK 99510 Engineer's Printed Name Steven R. Pannone Date 12-01! y 6. DSD SIGNATURE System #1 Approved for, bedrooms. System #2 Approved for, bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: By: Original Certificate Date: t The unicipalii of A choraga Development Sery ices Division (DSD) issues Certificates of On -Site Sy stems 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. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet 9-1-12.doc D. LIFT STATION Date installed 6/21/12 "Pump on" level at 42 in. Datum Bottom of Tank E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot _ Absorption field on lot Public sewer main Sewer /septic service line Animal containment areas Size in gallons 250 Manhole/Access (Y/N) Y "Pump off"level at 42 in. High water alarm level at 44 Cycles tested 2 Meets alarm & circuit requirements? Y On adjacent lots On adjacent lots Public sewer manhole/cleanout Holding tank Manure/animal excrete storage areas SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5+ Property line 5+ Water main 10+ Water service line 10+ Wells on adjacent lots 100+ ABSORPTION FIELD ON LOT TO: Property line 10+ Building foundation 10+ Water Service line 10+ Surface water 100+ Curtain drain 50+ Wells on adjacent lots 100+ F. COMMENTS .50-A-Va-' ASR011-7- O.v-FrL9F-, G. ENGINEER'S CERTIFICATION I 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 Steven R. Pannone Date ! Zd Vq COSA brown sheet 9.1-12.doc Absorption field 5+ Surface water 100+ Water main 10+ Driveway, parking/vehicle storage 10+ 911 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: The Tablelands 13I1<6 U6 A. WELL DATA Well type A`�"' Date completed Total depth ft. Date of test Static water level Well production If A, B, or C provide PWSID #_ Sanitary seal (Y/N) Cased to ft. FROM WELL LOG WATER SAMPLE RESULTS: ft. g.p.m. Parcel ID: 051-801-29 Well Log (Y/N) Wires properly protected (Y/N) Casing height (above ground) in. AT INSPECTION Coliform colonies/100 mL Nitrate mg/L Other bacteria Arsenic: ug/L date of sample: _ Collected by: . B. SEPTIC/HOLDING TANK DATA ft. colonies/100 mL Tank Type/Material Steel Date installed 6/21/05 Tank size 1500 gal. Number of Compartments 3 Cleanouts (Y/N) Y Foundation cleanout (Y/N) Y Depression over tank (Y/N) N High water alarm (Y/N) Y Date of pumping C - 2oL- Ia Pumper 7-7- 5 PU m Fk n _ — C. ABSORPTION FIELD DATA Date installed 6/22/05 Soil rating (g.p.d./ft2 or ftZ/bdrm) .4e 9P'f System type Shallow Trench Length 216 ft. Width 5 ft. Gravel below pipe 1.5 ft. 2 1374.8 Y N Total depth _ ft. Eff. absorption area _fTz Monitoring tube Depression over field Date of adequacy test 9/13/12 Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field before test 0 in. Elapsed Time: 140 min. Final fluid depth 0 in. Any rejuvenation treatment (past 12 mo.) (Y/N & type) N Water added 616 gal. New depth 0 in. Absorption rate >= 600+ g.p.d. If yes, give date Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. 9951 P.O. Box 196650 Anchorage, AK 99519650 www.ci.anchorage.ak.us (907)343-7904 RTIFICATE OF HEALTH AUTHORITY APPROVAL 6 FOR A SINGLE FAMILY DWELLING Parcel I.D. 051.801.29 HAA # Expiration Date: 1. GENERAL INFORMATION Complete legal description Lot 6 Block 6 The Tablelands Subdivision Location (site address or directions) 23107 Whispering Birch Drive Current Property owner(s) Soineil Homes, Inc. Day phone 344-5678 Mailing address Lending agency Mailing address Real Estate Agent Mailing Address 1900 Northam Lights Blvd. Anchorage, AK 99517 Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System Four 4 Day phone Day phone TYPE OF WASTEWATER DISPOSAL: ❑ Individual On-site E ❑ Individual Holding tank ❑ ❑ Community On-site ❑ E Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 5 by an Independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority 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 HAAs upon request to homeowners. Certificates of Health Authority 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 less than 30 days old. (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 Health Authority 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,6f,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 _Anderson Engineering Phone 522.7773' Address _P.O. Box 240773 Anchorage, AK 99524 Engineer's Printed Name Michael E. Anderson. P.E. Date 618(2005 a 5. DSD SIGNATURE Approved for bedrooms. Disapproved. MICHAEL r ANDERSON Conditional approval for bedrooms, with the following stipulations: Additional Comments Attachments: HAA Checklist Septic System Advisory Well Flow Advisory to (Rev. 12M) X Maintenance Agreements Supplemental Engineer's Report Other Original Certificate Date: Municipality of Anchorage �.• • "' Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK. 99519-6650 www.ci.anchorage.ak.us (907)343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: Lot S. Block 6. The Tablelands Subdhision Parcel ID: 051-601.29 A. WELL DATA Well type — Date completed — Total depth ft. Date of test Static water level If A, B, or C provide PWSID # _ Sanitary seal (YM)_ Cased to ft. FROM WELL LOG ft. Well Log (YIN) Wires properly protected (Y/N) Casing height (above ground) in. AT INSPECTION Well production 9— p.m-WATER SAMPLE RESULTS: Coliform colonies/100 ml. Nitrate mg./1. Other bacteria Date of sample: Collected by: B. SEPTICMOLDING TANK DATA Tank Type/Material SeoticM"t Date installed 121312004 -Tank size 1250 gal. Number of Compartments i Cleanouts (YIN) Y i Foundation cleanout (Y/N) Y Depression over tank (Y/N) N High water alarm (Y/N) Y Date of pumping Pumper New Construction C. ABSORPTION FIELD DATA i Date installed 12!412004 Soil rating (g.p.d.* or ftz/Wrm) .45 DPDISF System type 5' Wide Shallow Trench Length 136 ft. Width 5 ft. Gravel below pipe 4 ft. i Toial depth " ft. Eff. absorption area 1.360 ft Monitoring tube Y Depression over field N Date of adequacy test Results (Pass/Fail) For bedrooms { Fluid depth in absorption field before test — in. Water added— gal. New depth— in. Elapsed Time:— min. Final fluid depth — in. Absorption rate >= g.p.d. I. Any rejuvenation treatment (past 12 mo.) (Y/N & type) N If yes, give date iii oolonies/100 ml. D. LIFT STATION Date installed Size in gallons "Pump on" level at _ in. 'Pump oir level at _ in. Manhole/Access (Y/N) _ High water alarm level at Datum Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankRift station on lot NIA On adjacent lots NIA Absorption field on lot NIA On adjacent lots NIA Public sewer main NIA Public sewer manhole/cleanout NIA Sewer /septic service line NIA Holding tank NIA SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation >5' Property line >'S Absorption field >5' Water main >10' Water service line >10' Surface water >100' Wells on adjacent lots >200' SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line >10' Building foundation MV Water main >10' Water Service line >10' Surface water >100' Driveway, parking/vehide storage >5' Curtain drain None Noted Wells on adjacent lots >200' F. COMMENTS G. ENGINEER'S CERTIFICATION Er�Pi `fl�j I certify that I have delennirred through field inspections and �,.: . a review of Municipal records that the above systems are in 49th �+ conformance with MOA HAA guidelines in effect on this date..'j`-�_ vtCed ~ Engineer's Printed Name Michael E. Anderson. P.E. No, CE -4= Date 618105 _ ••�4 ��� _^ "t A•� HAA Fee $ S-7 �o fi �d 0 D/ 7 SN Dale of Payment Receipt Number (Rev. 121)0) Waiver Fee $ Date of Payment Receipt Number IIN -P 0 iD L z� D m Z o n v m N ,^ f -U= N �'I C N 0�>� I 0 to mmN Cy)> W o > �noo U'�o C ED m I -mijL 0 . > Moo A Z N n O _ rn U ? to z A NO C N N m . �mz D0rg Z� Z n-4�ov<� C)Orn x O rn = C z m M z 3= D M m A z =wp0V-)mmi�� o Zri zN ;u r- o A m CCA-IOSfmilzm Z n O 0 C m x Z m m j O'mmNmNNNxo.-{ ;oo-io-+ --imin N o n=nOAmF=-4n� Z�c)z- m-+ O O O m m O m x< - ;u 0 ZNOZ OOrr' 2 N A Zc0Co= = o o ni m�r-0 tmcnn-I� m n zzzoazo i< NMovzm=-n+oo ozoo ;u n N rn �•' • �YA"� : • X44 . AV < m i G (:� . �;�r o• :'mar AV FE. N 0 0 N U 101 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 Wre— Sp;ne��l • .e V i CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcell.D. 051.801.29 HAA# WM45 Expiration Date: :_(pW'21cm 0 1. GENERAL INFORMATION / Complete legal description Lot 6 Block 6, The Tablelands Subdivision Location (site address or directions) 23107 Whispering Birch Drive Current Property owner(s) Soinell Homes, Inc. Day phone 3445678 Mailing address 1900 Northem Lights Blvd Anchorage AK 99517 Lending agency Day phone Mailing address Real Estate Agent Day phone Mailing Address Unless otherwise requested, HAA will be held by DSD for pickup 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System Four 4 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 Health Authority Approval (HAA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority 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 HAAs upon request to homeowners. Certificates of Health Authority 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 less than 30 days old. (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 engineers 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 Health Authority 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 Anderson Engineering Phone 522.7773 Address P.O. Box 240773 Anchorage. AK 99524 Engineer's Printed Name Michael E. Anderson, P.E. Date 6/22/2005 S. DSD SIGNATURE _)z�f Approved for _ L�— bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: Attachments: HAA Checklist X Septic System Advisory Well Flow Advisory Maintenance Agreements Supplemental Engineer's Report Other_ By: / c Q ._ �� Qra Original Certificate Date: (Rw. 12W) A. WELL DATA Well type _ Date completed Total depth fl Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw SL P.O. Box 19WW Anchorage, AK 99519 -WW www.ci.anchorege.ak.us (907)343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST If A. B, or C provide PWSID # _ Well Log (Y/N) Sanitary seal (YAV)— Cased to R FROM WELL LOG Wires properly protected (Y/N) Casing height (above ground) in. AT INSPECTION Date Of test j Static water level ft. fl• Well production g.p.m. g•p-m- WATER SAMPLE RESULTS: Coliform colonies/100 mi. Nitrate mg.A. Other bacteria oolonies/100 ml. Date of sample: Collected by: B. SEPTICIHOLDING TANK DATA I" Tank Type/Material STEP/Steei Date installed 61200 Tank size 1.500 gal. Number of Compartments I Cleanouts (Y/N) Y Foundation cleanout (Y/N) Y Depression over tank (Y/N) M High water alarm (Y/N) Y Date of pumping Pumper New Constnwtlon C. ABSORPTION FIELD DATA Date Installed GITIr 05 Soil rating (g.p.d./fe or fe/bdrm) ,45 GPD13F System type S Wide Trench F Length 216 ft Width 3 ft Gravel below pipe 1.5 ft. Total depth 44 R Eff. absorption area 1.574.6 fie Monitoring tube i Depression over field ff Date of adequacy test Results (Pass/Fail) For _ bedrooms Fluid depth in absorption field before test _ in. Water added_ gal. New depth_ in. j Elapsed Time: _ min. Final fluid depth _ in. Absorption rate >= g.p.d• Any rejuvenation treatment (past 12 mo.) (Y/N & type) N If yes, give date D. UFT STATION • - _ ;rt�.rs�.� 'Pump on' level at Q in. Size in gallons 250 'Pump ofr level at _q in. Manhole/Aooess (Y/N) Y High water alarm level at 44 in. Datum Bottom of Tank Cycles tested New Construction Meets alarm b circuit requirements? Y E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankAlft station on lot WA On adjacent lots WA Public sewer main WA Sewer /septic service line _ WA On adjacent lots _WA Public sewer manhole/oleanout WA Holding tank WA SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation >S Property line _�f Absorption field >T Water main >11l Water service line >10' Surface water >1W Wells on adjacent lots >2W SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line >10' Building foundation MV Water main >10' Water Service line >10' Surface water MW Driveway, pattnglveNde storage >S Curtain drain None Noted Wells on adjacent lots >2W F. COMMENTS G. ENGINEER'S CERTIFICATION I cenNY that I have determined through field inspections and tr review of Municipal records that the above systems are in 49th conformance with MOA HAA guidelines in effect on this date. trea�ri c waaasor z� Engineer's Printed Name Michael E Anderson. 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