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HomeMy WebLinkAboutGLENN VIEW ESTATES NORTH BLK 2 LT 8Glenn View Estates North Block 2 Lot 8 #051-811-52 Municipality of Anchorage Development Services Department tai^ Building Safety Division - On -Site Water and Wastewater Program, 4700 Elmore St. P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 3 www.ci.anchorage.ak.us (907) 3437904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SWO90090 PID Number: 13-51 &3s —811-52 N`°" Rick Merizon Wastewater System: ❑New fWUpgrade "'ass 22519 Whispering Birch ABSORPTION FIELD Pham 244-2443 N"ni0ir of8i lr s 3 0 Deep Trench 0 linen. T,a 0 gad 0 M"urId D Omar LEGAL DESCRIPTION Soli Rablq 0.6 Tota DOPM horn wilinM°nda 2 GPD/Fe FI 610Ck 2 8 S Glen View Esta °as aFr eonwn Horn on°'p °nd. Gnv«aph beneath pp. 2 Ft Ft Townsibp RwVe Sa w FY MOs�OVapova wgir ii Paan Gray« Lanpth + Ft. 49 & 82 Ft. Well: AWWU El New El Upgrade c «"0"' Nl rmlona. ol.tana batwaan lona, Ft. 21 JP.9 FL Ctawnnuan (Prnua. A. a. Q TOW Dopm casae m TOW abaorpaon «n Plea melonel Ft. Ft 750 Ft' PVC Sched 40 Duller Dan Dnl"a $nbc waist Lav Instal1w 0.10 bliew FL .I«d Pumps.t.t Da«.,Na,htAba"GMM TANK GPM Ft. FL SEPARATION DISTANCES ❑ septic []Holding ❑ S.T.ER ❑ Other. To Septic Absorption Lift Holding ubllWmate M.W.tl IN Cwaoqy EXISTING From Tank Field Station Tank Sewer Line G„ ww NA NA NA NA 25'+ Morton« Number« cowamnanta snlramwalar 100'+ 100'F 100 + NA LIFT STATION Lot bm 10'+ 10'+ 10' NA .`• G« Faw,dabpn 5'+ 10'+ 10' NA Pune on .Ti _I� tX K aw al °n..la «Ym at /_ n N c"^"" Don N A N A N NA Pump Mahe a Modal ul FapaNOna parlwn"d Remarks BENCH MARK Valve In Lift Station `p +am.q D.ampaon Deck @ House wmW nwum 100FL NorthRim Engineering g Engineer's Stamp Inspections performed by: Dates: tat 7/21/0 X370) -la"t 4 �E DF �C, It. pnd '� •...a....., 441 •1a'•+IV Wo Development Services Department Approval H Conditional Approval Date: r d F 25 Reviewed and approved by:Date:—/I Oma — O [ i4 F��11i Fi.V;.t\'Te •n• IRav 0006) Uo 0 0 O d N W 0) 1 4 Z 3 O 0 H y L V) O AV) W iz W C Q O +' Uo 0 0 O d N W 3 1N Z t U (4- A Z W =Z U N L 0 V) w 3 W z AV) W iz W S Q co +' V W Q J a _bQ O a, Lij ^ ' a > \V a, Y E Z U ;' W p u a, + LQ 4 Li W � o II C II � O O :p d C% v W W 3 n a Z 0i (4- A Z W =Z U (� W = U W 0 V) w 3 W z AV) W e Q co ui V W Q J _bQ O Lij ^ ' W N > \V Y E Z U W p a, \ LD M n m 3 n a W �--� 0i A Z W =Z U (� W = U W z 3 Q A Z WF— ~ w 3 W z Q Q, O U W Q� n a �?�°ro ZLd O o 0 W n` 10, < I m e 4 _bQ O W NOTE, VALVE IN LIFT STATION 'ON' TO TWO NEW TRENCHES Septic Tank _-.Lxiszmg New Lift Station Existing Trench Trenches T rC¢ ew 0 f¢ Slope < 10% Lines 11• TH2 Perk • Tests T1 Easements �F. QO M 7 Septic System Lot 9 Septic System 1:7Xy�l:]�)•�PIL�f 31X�Yq:7�31�71[.� MTI 89 65 MT2 88 98 1• = so' NORTHRIM GLEN VIEW ESTATES N m7k'•.. ENGINEERING s BLOCK 2 LOT 8 RECORD PO Box 770724 «.... . EoV* Rl~. Alas** 99377'� 907.694.7028 �4' DRAWING NEW TRENCHES (2) PRESSURE SYSTEM 9/15/09 12 of 3 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519.6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Jun 18, 2009 Expiration Date: Jun 18, 2010 Permit Number: SWO90090 Parcel ID: 051-811-52 Legal Description: Glenn View Estates North Block 2 Lot 8 Design Engineer: 0838 NORTH RIM ENGINEERING Site Address: Unknown Owner Name: RICK MERIZON Lot Size: 40397 SO. FT. Owner Address: 22519 WHISPERING BIRCH DRIVE Total Bedrooms: 3 Permit Bedrooms: 3 CHUGIAK , AK 99567 - 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 Issued Date: b S G Date: Municipality of Anchorage Development Services Department I` Building Safety Division \ _ On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99507 www.muni.org/onsite (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 6 5-1— k//— 5 Z Propert Mailing y owner(s)%C 4 e k NP t f z cjetrr Day phone p1 "' 6' ��2 addressZZ 5_0 w h ls4Lat, I RI rcl. Zip Code l 56 7 Site address 5,4wt i6 Zip Code p Legal description (Sub'd., Block & Lot) (p4 ✓rte✓ EST,%TT-S A/ rJ 2 Legal description (Township, Range & Section) Lot Size 4�0 3 % 7 Sq. Ft. THIS APPLICATION IS FOR (Z all that apply): Absorption Field /® Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms .3 THIS APPLICATION IS AN: Initial ❑ Upgrade Renewal ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. (Signature -7 property owner or authgri�d agent) Permit/Rush Fees: Waiver Fees: Date of Payment: Z Date of Payment: Receipt Number. n 35zz L Receipt Number. (Rev. 11105) a- �"2TF21M I�INEERING NorthRim Engineering PO Box 770724 Eagle Rlver, AK 99577 907.694-7028 June 10, 2009 MOA On -Site Water & Wastewater Program 4700 Bragaw St Anchorage, AK 99519 RE: Glenn View Estates N, Block 2, Lot 8 Failed Trench The referenced property has a flooded absorption trench. The design calls for a new trench and utilization of the existing septic tank & lift station . Please review the wastewater system design for the single family home. I have included design plans & specs, design guidelines, & soil tests. If there is need for additional information or clarification please give me a call. Sine Steve Eng, PE, I'll Design Enclosures �2Tf�.�IM E��,INEERING Glenn View Est N, Block 2, Lot 8 SPECIFICATIONS &c DESIGN GUIDELINES Wastewater System Sizing: This is an existing 3 -bedroom, single family home. The absorption trenches have failed. A new design is submitted for a new trench & the existing septic tank & lift station will continue to be used. The neighboring lots are developed as indicated in the drawing. Original soil tests were used for design and two new percolation tests were performed. A 2' deep trench will be excavated and an elevated trench built up. This lot is not impacted by any water wells. No adverse impacts are expected from development. A large powerline runs in the rear of the lot. The neighboring lots are also served by the public water system. No conflicts to the other lots will take place by this septic system construction. The easements are located on the drawing and are not encroached upon. The soil tests revealed similar soil. A conventional pressure system will be used, application rate of 0.6 GPD/FT2 with 0.87 reduction factor for utilizing a 5' wide trench. Trench Length = 750 FT2/5'x .87 reduction factor = 130.5'; 1 line @ 131'. Specification Requirements: All components and work must comply with the Municipality of Anchorage Specifications (AMC) & State of Alaska Drinking Water Regulations and Wastewater Regulations. • Connect New Trench To Existing Lift Station. Install Valve To Previous Trench For Possible Later Use.Watertight couplings on inlet & outlet • 5' minimum between the tank and bed. 10' to property lines. • 2' of cover is required for trench + I inch insulation board. • Solid pipe must be set on well compacted, stable soil • All cleanouts must extend to at least ground level • Trench to be placed level, minimum of 4' to groundwater, 6' to bedrock from drain -rock • Drain rock to be %2 inch to 2 %2 inch screened. Drain rock to be distributed uniformly throughout the trench. • Distribution pipe shall be 1.25" Schedule 40 PVC w/ 1/8" orifices @ 27" on center. • Force main shall be 1.25" Schedule 40 PVC, Force main burial to be 4' minimum. • Silt barrier (filter fabric) to be installed above the drain rock • Smeared trench sides must be raked or scarified before drain rock placement • Approved pipe materials include cast iron, PVC ASTM D3034, PVC ASTM F789, ABS ASTM D2661, PVC Schedule 40. • Sewer Service Line is minimum 2% slope • Septic Tank to be pumped every two years or when required • Insulation board shall be extruded direct burial polystyrene (Dow Styrofoam III or equal) • Maintain minimum 10' separation between water line & wastewater system. DESIGN NOTES: 1. Total Depth of Trench is 2'. Remove organic layer. 2. New pressure line from existing Lift Station. Install valve to previous trench. 3. Maintain 200' minimum from public wells. 4. Lots Served by Public Water System. Lot 9 Septic System Slope < 10% Easements Previous A Testholes Lot 7 Septic System Existing Septic Tank xisting New L/ ift Station Trench Existing ENGINEERING ' - - BLOCK Trenches PO Box 770774 ...,LAYOUT Eogls Ri~. A103*0 99577 6! / — -. TH1 907.694. 7028 ew0 6/18/09 1 0f a L TH2 Q Perk Tests MT 1• = so 5�°` � NORTHRIM y-�.'.. GLEN VIEW ESTATES 2 LOT 8 REVISED ENGINEERING ' - - BLOCK PO Box 770774 ...,LAYOUT Eogls Ri~. A103*0 99577 6! — -. NEW TRENCH 907.694. 7028 SEPTIC SYSTEM 6/18/09 1 0f a t N y d a 3 L L l7 O y V 3 u O L a w Pel O 4 - CL n a, q d u a 4 w N N N iAv V) LTJ Q co O Li 3 -i Ld F� Z U LSI p J J Lf) pq = LTJ U J Z LL- LLJ ED 0' Q� F- a - W Q 3 Q J LO 0- 41 �2ngN q Z W 0 O LLJ k t Cr-? m f�D O c) o a Z LLJ D) C Z F `" O E .U. O s W +. a J Li � } N • N eiLj p I� .' w w IJLLI y .,p �. cu 0 F- � Lo Nq .�. ..a.•, cu 0 L U '�,'!•'i L N • ;Y75 � t"~ CD z NO>>I uI w U U Q C� U :.L.� = a j U + a ( LO cu >CxF- O 0)cuO W U Oi I Z y z f d EO U aa) (U l _; Cl 3 •;'i \ 3 y LLI Zis;i: N W I y p U '' •�<' N N y J l'7 �0)aal a m .i °i 5 0- s sl u� +• a > cu tA 1 .-: .ii••r:. s>sc� U O 7 o W L 0EiUy F- L O Z auC Z d i C M: N F- .: t N y d a 3 L L l7 O y V 3 u O L a w Pel O 4 - CL n a, q d u a 4 w N N N iAv V) LTJ Q co O Li 3 -i Ld F� Z U LSI p J J Lf) pq = LTJ U J Z LL- LLJ ED 0' Q� F- a - W Q 3 Q J LO 0- 41 �2ngN q Z W 0 O LLJ k t Cr-? m f�D O c) o a Z LLJ D) S❑ILS LOG — PERCOLATI❑N TEST Performed For: Rick Merizon Date Performed: 6/1/09 Legal Description Glenn View Est N, Block 2, Lot 8 1- 2 - 3 - 4 - 5 - 6 - 7 - 8 - 9 - 10 - 11 - 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - 20 - 21 - DEPTH (FEET) Organic ML/SM Sandy Silt T.H. Location See Attached Design Flat Terrain Groundwater? No Depth Water Depth nr+ ,... M ,v i+nv iv n Mnno nntP: #` Date Gross TIne Net Timel Depth Net Drop 1 6/1 0 --1 4' -- 2 6/1 30 30 m4. 5.5' 1.5' 3 6/1 32 -- 4' -- 4 6/1 1 62 30 mir 1. 5.5' 1.5' 5 6/1 1 65 -- 4' -- 6 6/1 1 95 30 mb 1. 5.5' 1.5' J Percolation Rate 20 Min./Inch Perc Hole Diameter 6' Test Run Between 1' and 2' Comments, Presoaked Performed By NnrthRim Eng. I — Performed in Accordance with P ON THIS DATE. DATEI 6/1/09 _ CERTIFY THAT THIS TEST WAS State/Municipal Guidelines in Effect o c NORTHRIM 9m ., * TESTH❑LE LOG T. H. 2 ENGINEERING j ...?.. Po Box no7sa a Eogle River. Alaska 99577 — 907.694.7028 mss• GEOTECHNICAL 6/1/09 12 of 2 Fir* v S❑ILS LOG - PERCOLATI❑N TEST n TH IZM Date Performed: 6/1/09 �� INEERING Performed For: Rick Merizon Legal Description: Glenn View Est N, Block 2, Lot 8 DEPTH (FEET) 1 - 2 - 3 - 4 - 5 - 6 - 7 - 8 - 9 - 10 - 11 - 12 - 13 - 14 - 15 - 16 - 17 - 18 - 19 - 20 - Organic ML/SM Sandy Silt T.H. Location: See Attached Design Flat Terrain Groundwater? No Depth Water Depth Ar -1 ,� Nnno nntP7 Percolation Rate 24 Min./inch Perc Hole Diameter 6' Test Run Between 1' and 2' Comments: Presoaked Performed By NnrthRim Eng. I CERTIFY THAT THIS TEST WAS Performed in Accordance with All State/Municipal Guidelines in Effect ON THIS DATE. DATE: 6/1/09 NORTHRIM ENGINEERING PO Box 770724 Eagle River, Alaska 99577 907.694.7028 TESTH❑LE LOG GEOTECHNICAL T. H. 1 /1/09 RIM DE: Date Gross Time I Net Thel Depth Net Drop 1 6/1 0 --1 -4- '2 2 6/1 30 30 M4. 5.25' 1.25' 3 6/1 32 --1 4' -- 4 6/1 62 30 nit 1. 5.25' 1.25' 5 6/1 65 -- 4' -- 6 6/1 95 30 nit 1, 5.25' 1.25' Percolation Rate 24 Min./inch Perc Hole Diameter 6' Test Run Between 1' and 2' Comments: Presoaked Performed By NnrthRim Eng. I CERTIFY THAT THIS TEST WAS Performed in Accordance with All State/Municipal Guidelines in Effect ON THIS DATE. DATE: 6/1/09 NORTHRIM ENGINEERING PO Box 770724 Eagle River, Alaska 99577 907.694.7028 TESTH❑LE LOG GEOTECHNICAL T. H. 1 /1/09 RIM DE: Municipality of Anchorage Development Services Department ButOing Safety Division 0*, --j On•Site Water and Wastewater Program 4700 South B%aw St. P 0. Box 196550 Anchorage. AK 99519.6650 wwwci anc,"aae ax. u (907) ]4}7904 (ENGINEER S S:n_' � Q 'rte •rr� Soils Log - Percolation Test -ee str is Ip, I EV LO Date Pejo thea: /n(OZ e;al esr_,dro, i.•c1���ALENNy1P�cwnship.Range.Section: Slope NO/L; !{ S:ePlan TiEs r #0(-t - sf Z F-1 -r I— I :'Aw- Dale irOeet; Net Time Oeost to'wa:e• baa-IAN(t b a' e • I� Sol�k to E/i. 4: b s• ` I� . O ste i ' a•II .I I 3 O I �e TTr 1•I e G 43ut_j '3•I `I •, S I i .7.I WAS GROUND WATER `' ' ENCOUNTEREDI 1•✓� S IF VES. AT W,IAT DEPTR -71 DePthwalter Aher 1 0 MoAdwingT 7 E oswiL zol Readi,g Dale Gross Time Net Time Oeost to'wa:e• Ne: J•:c ' F e • I� Sol�k to E/i. 4: b 10 ,, O ste i �� i IN l a — — 3 O 9116 ( 1/,,- !e'qs', C? 61A , I PERCOLAr0NRATE ,Jl- i,h. 004 1t PERC MOLE VAMETER _ ib I EST RUN U rWEEN IT ANO 3 FT :.R::EO 9`' 1 S - I �- SS CERTIF V THAT TSI: S 7=� ;,cc °E RF:PaEO NACCOROANC"c WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE. 0AS 0 ru Municipality of Anchorage /� '••.,_:,-a Development Services Department Bupdkq Safety Dirislon «. � � a+ -Site Waterbr-0Was�?ttrPrcrram .... .-,-.�..!►�..�: i 4700 South Brapa+t SE ROSERT C COWAN frC AK 99519-M CE -8801 P.O. Bo: t d a alon 9 J ftp (907) 343-7504 14 fh+ .... �. .. 44 Z0OA""Ci:: Solis Log - Percolation Test AuvrON Date Par'tamed: /aa IO.-_ PerartneA For. �Tv/LN(.R �Qi.,Li �/ —� 104k eZ (r 1.CrM V" To rslip. Range. Section: LegalOescription: LOT 8 ri Slope. 'rESr HO4tE # 3 Depth .... t (Feet) c Af,&w c j 1 �:•4 Pr.c SAM 2 4- W E Ca ERED7 I�� 5 1FyES.ATYMATCcMw o DePUbWeter Mer Manaodng7 E DYc t r Read•4q Date Gross Time NetTene DepMtoWater Not Drop 30 D —7 M V/, ` r/K . PERcoL>TICN RAT? r""'anYet Peac YALECW.rTER e/ T-sSTRURS-tr..°e: 1 L FT AND FT -1 1 COMMENTS " Sp ya S ENGINEERING,. , '7�, t CERTIFY THAT THIS TES WA$ PERFORMED IAC �,yy�/ PERFORMED ` A ,a.j A.I STAT MGPAL GUtDEi. CS ON THtS GATE. 'DATE: �'( ib 03 e Municipality of Anchorage°•, © Development Services Department • Building Safety Division . , On-Site Water and Wastewater Program, 4700 S. Bragaw St. .. P.O. Box 196650 Anchorage, AK 99519-6650 Page Of www.cf.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: W0303 PID Number: OS/" Name: p T / Ke INf/if Tr���r� �Ons'iiu�io� stem: Wastewater S New Y � El Upgrade Address: 0 • 6, ✓4- A� ABSORPTION FIELD Phone: mberof Becrooms: y r _ (� 3 '� Nu3 ❑Deep Trench $(Shallow Trench ❑Bed 13 Mound El Other. LEGAL DESCRIPTION Soil Rating: // ' Total Depth from original grade: V GPD/FP IX Ft. Block: Lot:'�/(/ //$$ubdivisi / A p1 _Y/I/, V Depth to pipe bottom from anginal gradj: Gravel depth beneath pipe: I V�e; JeW'EifAfe ,V9ll,/ FL FI. Township: Range: Section: Fill added aboveodginal grade: 3+ Ft. GravelLength: a '� 1 S Ft. Well: ❑New Upgrade Grav Wdth: Ft. Numbe (lines: �L.QQ)) cT Distance between lines: �7 1 / Ft. Cl041anon (Pnvale, //A. B, C): y O//1Mur !i 0Q 1e/� Total Depth: Cased to: Ft. Ft. Total absorption area: '—�- g Fe / Pipe5l nal D��%Fso Onller: Date Onlled: ¢ Water Level: FL Installer: J //If 0�5��6dL(/D+1 Date installed: (,; ^� /—:D-63 YNd: mp Set al as bove Gmuntl: TANK GPM FI. Ft. SEPARATION DISTANCES R Septic ❑ Holding ❑ S.T.E.P. ❑ Other: To Septic Absorption Lift Holding ublic/Private Manufacturer. From Tank Field Station Tank Sevver Line f' e �,�pty,. ai0 Gal. Well�_ Material: Numberof Compartments: Surface Water (6,- IX + IM �- LIFT STATION Lot Line /� i z I 1 /'� , Size: 130 -Manu surer. //' L//7` ))// — 30" C/.'�/ Gal. t^5 1 V l� Foundation 5 \ �� \ I 'Pump on" Level at: Q V In. "Pump off" level at , S;n. High water alarm at: �^ v /. .7 In. Curtain Drain Qi fit? ✓IOy,,,tl ""-- Pump Make & Model �} Blas/�i�VEB(1S Ueclncal Ins ecfions performed by: �,`/Ilei%v!` Remarks: BENCH MARK Location and Descriptor: j/// / /i, 8a //OM Of- 5It G�' e RS / 7 04 A med Elevation: (y�� au3e Ft. wry~�YA,`�! J f l S 1113 MINIRRING pp Inspections performed by: 17094 Eagle River Loop Road, Nobates: tat �i-a�- 03 » ' ` �/1 » .. » ».».t.,� Mg-16 2nd QI_20_03 �! Development .f.• ,..,. y� � OBERT C. COWAN 7 e ��s Services Department Approval CE-6601 Reviewed and approved �_�o-cDate: 8-I q'0 +41lF'L~•••. C �" ,�>; r�GtCJ (Rcr :'_CO) , �\�`rh1•► PERMIT No, SW030328 PAGE 2 OF 3 Yuribpallt o€- Arhora e DEPARTMENT OF HEALcTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone 343-4744 ON—SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 8, BLOCK 2, GLENN VIEW EST. NORTH P.I.D. N0: 051-81 1-52 LOT 9 SEPTIC c AREA ASPHALT DRIVEWAY TBM KEYBOX gPPROX.W WgTER FCO B �Gti . ST1 ST2 ATH#1 NEW GALLON SEPTICCTANK WITH MH PUMP BASIN ANTI -FLOATATION WEIGHTS NEW TRENCHES °MT2 MT1 ° ° MT4 rda3 MT3 ° =� SITE CTH 2 ALTERNATE � =� SCALE: C 40' UNDEVELOPED C �'�i��;.•� •• ••.,'4 LOT 7 's LOT 6 ROBERT C. COWAN fes? j ti CE -8801 ,� PERMIT NO. 5W030328 PAGE 3 OF 3 Munlclpalit o£ Anchora e DEPARTMENT OF HEATH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Te'lephcne 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 8, BLOCK 2, GLENN VIEW EST. NORTH P.I.D. N0. 051 -81 1 -52 2" INSULATIO FINAL GRADE ST1 97.9' 0 108.9' 104.5 SR 1 DD.1 JJZJTOP INSULAA TED - EFFLUENT OUTLET NEW 1250 GALLON 97,7' SEPTIC TANK MTI MT2 /-107.9' 107.0' -FINAL GRADE f2" INSULATIONS DISTRIBUTION PIPE MT4 = 103.5' MT1 = 101.9' AL WATER FOUND C 95.9' 92.9' B.O.H. 107.3' MT2 = 102.0' N. T. S. RUG -16-2004 11:06 FROM:TURNER CONSTRUCTION 19077458335 TO:19076941211 P:2�2 FROM : SILVR SERVICES August 16, 2004 To whom h Msy Comem: RE: Lot 8 Blick 2 Glenview North FAX NO. : 9078922490 Rug. 16 2004 11:08RM P1 po sox 628669 Bb UftAlr 99862 W4*2 M The eleWcal work cornpleted on tie lift stadw on the properly described above was ompleted to elechmi code, If you have any questions, please feel tree to coned our office. Sincerely, Municipality of Anchorage A Mark Begich, Mayor Building Safety Division P.O. Box 196650 • 4700 Bragaw Street - Anchorage, Alaska 99519-6650 • (907) 343-8301 • Fax (907) 343-8200 littp://,a�,.muni.org July 19, 2004 The Turner Company P.O. Box 3489 Palmer, AK 99645 Subject: On -Site Water and/or Wastewater Permit. Permit Number: SW030328 Legal Description:71enn +rte states o oc t,2 L"o'f .., Dear The Turner Company: An On -Site Water/Wastewater Permit, number SW030328, issued by this office for a single-family system, will expire on August 24, 2004 This permit was valid for 365 calendar days. If this was a well permit and the well has been drilled, a well log must be sent to this office for documentation of the installation and to close the permit. If this permit was for a wastewater disposal system, an original as -built inspection report must be sent to this office for review, approval and documentation. This as -built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As -built inspection reports are required to be submitted" within 30 days of the completion of the system. If no system was installed under this permit, and you are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. A new permit for a second year may be issued for a fee of $115.00 if the renewal application is received on or before the expiration date of the original permit. When applying for a new permit, the fees are: $460.00 for a wastewater permit and $175.00 for a well permit. If you have any questions, please call this office at 343-7904. Sincerely, 2) �- 7� Daniel Roth Program Manager On -Site Water and Wastewater Program Enc: Copy of permit r �- MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: Aug 25, 2003 Expiration Date: Aug 24, 2004 Permit Number: SW030328 Parcel ID: 051-811-52 Legal Description; _enn iews es o oc o Design Engineer: 0003 S & S Engineering Site Address: Unknown Owner Name: The Turner Company Lot Size: 40397 SQ. FT. Owner Address: P.O. Box 3489 Total Bedrooms: 3 Permit Bedrooms: 3 Palmer , AK 99645 - This permit is for the construction of: ❑✓ 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: Issued By: 1' /?_6 /() 3 Date: Date: elbOoj mfifilelpidity of Atteltorage • beVelopMaht SeMdde bepailiMetit Building Safety bivislon On -Site Water and Wastewater Program 4700 South bragaw St. P.O. Box 196650 Anchorage,Ak 99519-6650 WWW.ciiaiohotage.ak.us (907)343-7904 ON-SITE SEWERIWELL IDEI!2,'MIT APPLICATION FORA SINGLE rAMILY IDWELLING Parcel I.D. ��� — ` Z Permit Number SW0303 28 Property owner(s) Flet Tv f%N &/Z coo X1 AN Y bay phone 7'IS— —T 3 3 Y Mailing address (1) P-©' Q o X 3 4 8- % Mailing address (2) P A"142 I, d K` Zip Code C7— /6 / Legal description (Lot, $lock & Sub'd.) L ofp p ll fo G k; 6-64,'e rt) SMe_5 !�fp t/i Legal description (Section, Township & Range) Lot Size'� E61 Acres q.Ft. Number of Bedrooms THIS APPLICATION Is FOR: Sewer Only Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade ❑ THIS PROPI=RV CbNTAINs " Not 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 bwellind and is in accordance with applicable Municipal Codes. S & S ENGINEERING 17034 Eagle River Loop Road No. 204 Eagle River Alaska 9957> (Signature of property owner or authorized agent) Permit Fees: P, 00' Waiver Fees: bate of payment: `6 / 1 /0 3 bate of Payment: Receipt Number: O 311 80 5—. Receipt Number. (Rev. 12100) ROBERT C. COWAN, P.E. ROBERTA. SHAFER, P.E. CIVIL ENGINEERS (907)694-2979 FAX(907)694-1211 August 7, 2003 APPR� sH°Rrr MUNICIPALITY OF ANCHORAGE Development Services Department P.O. Box 196650 Anchorage, AK 99519 SEWERMATER MAIN EXTENSIONS REFERENCE: Lot 8, Block 2, Glenn View Estates North Subdivision SEWER & WATER INSPECTION It is requested that you issue a permit to install a septic system to serve the proposed three bedroom dwelling on the referenced property. Two test holes were excavated and percolation tests performed. The approximate locations ENGINEERING STUDIES ANDREPORTS of the test holes are located on the attached site plan. At the time of excavation 6/6/02, groundwater was found at 7 feet. After monitoring, ground water was found at 7 feet. We do not anticipate any adverse effects on neighboring wells, septic systems, reserve WELL INSPECTION &FLOWTEST areas or drainage patterns 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, ROAD DESIGN Robert C. Cowan, P.E. SOILTEST RCC/bjj With Enclosures PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSALSYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SUITE 204 • EAGLE RIVER, ALASKA 99577 =--w � OCn0 �y m" 0 O � 3 3 D _DC mm3 aw C�] r (n N H o C/O m rn .Z7 A r n n d m m D D r r- %S—Z �C z 0 rrl o y m m o DESIGN I SITE -PLAN n II n I I! D %s=z I I I I N IIZII _ %s -z Z� mm wo I I LJ MOO LJ Zmo %s=z O m N O m o Op Z In�m HSA CSO tiom O N Z � m Z N D Municipality of Anchorage Development Services Department Building Safety Division A \I On -Site Water and Wastewater Program 4700 South Bragaw St. P 0 Box 196650 Anchora e AK 99519.6-50 (ENGINEER S SEA_... 9 , o vnwr, ci,anchoraae.ak.us- �-- (907) 343-7904 Soils Log - Percolation Test t i i� .L� �V LD Daie Pertormec: 'I'H/ (c&Township, Range, Section: i.Feel 7S a -,- ( Site Plan WAS GROUNDWATER `' ENCOUNTERED? l'ch 5 IF YES, AT WHAT DEPTH? -71 L iJC TTC •-1 Depth to Water After f p 4 Monitoring? -% E Date, i"Wo D Z Reading Date Gross Time Net Time Deoth ;o ++ia e' v - 7 .F) LL L C` k 7 12)0 iD /z 4: 5� — 10 '/4 j I tly 145 ' VIP -- 6:25 3v q3'o' f rcn��,�Hi w:�rcNle g- / ("teVmm) FERC HOLE DIAMETER TEST RUN BETWEEN FT AND 3 FT / - S i T- 'iz' CERTIFY THAT THIS - ?°C '.IED i', 4,-,CO.RDA.NCc WITH 4LL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE �' Municipality of Anchorage FNGINEERS BEAU j Deveiopment Services Department Building Safety Division On -Site Water and Wastewater Program \ 4765 South r agave SI. C `� � P.O. Boz 195650 Anchorage, AK 99519.6650 www h k __.cl.anc oraoe.a .us (907)343-7904 Soils Log - Percolation Test ehcrmed Fcr. LC V I E YJ J\k c)12.� 1-� Date Performed: CA Lec=_I Descriot om. L 1 3 V—"ZEr Township, Range, Section: D2atn 5- g- 7- s- Q - 1 U. 11- 13- 1d- 15 i�- 1;- I4- 00=VENTS ICS PT $oTTro VA p t= t-AULL Site Plan Reading WAS GROUND WATER ENCOUNTERED? ^ �� N Depth to Water Net Dec-.. ILL s IF YES, AT WHAT DEPTH? L / A/0.kdy �i l.t. Depth Moni oring? After I r/Z p i� rl it 34 Dale'. t�ltlll I - C)n 11 rig �� $oTTro VA p t= t-AULL Site Plan Reading Date Gross Time Net Time Depth to Water Net Dec-.. ILL I;L '14 1 1 1 40 2 la, rz % — i� rl it 34 l: a-1 ,_-1 t�ltlll I - C)n 11 rig �� -1 1 30 3 Ip 0 _. I �cnwvrn�ry rout _-_�[J Immmes/mcn) FERC HOLE DIAUETER TEST RUN BETWEEN ;—FT AND -J FT °ERFORi.tED PY (nJ I - S CERTIFY THAT TH1G --'' °ER-CR�r.1ED '.N ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES 1N EFFECT ON THIS DATE. DATE 28/07 S& HEALTHAUTHORITV APPROVALS SEWERBWATER MAIN EXTENSIONS SEWER&WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELLINSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOILTEST PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSALSVSTEM DESIGN ROBERT C. COWAN, P.E. ROBERTA. SHAFER, RE. CIVIL ENGINEERS (907)694-2979 FAX(907)694-1211 ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS REFERENCE: Lot 8, Block 2, Glenn View Estates North Subdivision August 7, 2003 GENERAL: 1. The scope of this project includes the installation of a 1300 gallon HDPE septic tank, a pump basin, and a pressurized drainfield to serve the proposed 3, ,bedroom residence located on the referenced property. 2. Construction shall be in accordance with the approved site plan and 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 any necessary underground utility locates. 4. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. 5. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. SEPTIC TANK INSTALLATION: 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 3. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 17034 NORTH EAGLE RIVER LOOP • SURE 204 • EAGLE RIVER, ALASKA 99577 Page 2 Lot 8, Block 2, Glenn View Estates North Subdivision August7,2003 4. Septic tanks installed with less than 4 ft. of cover shall be insulated. 5. A foundation cleanout shall be installed one to four feet from the building foundation. 6. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCH/DRAINFIELD INSTALLATION: 1. Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed -up) before gravel (sewer rock) placement. 2. Once the gravel is installed, the distribution pipe is to be installed level with the holes faced downward. The distribution piping is to be of PVC (ASTM D3034 or equal). All joints are to be solvent cemented. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. 3. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. 4. Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. 5. Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the trench must be mounded to prevent the formation of a depression after settling. MINIMUM MATERIAL SPECIFICATIONS: Any septic tank proposed for installation must be constructed by a Municipally approved septic tank manufacturer. Page 3 Lot 8, Block 2, Glenn View Estates North subdivision August7,2003 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Tyne of Pipe Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal). 5. A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. 6. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. 7. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements, which ever specifications applies. Page 4 Lot 8, Block 2, Glenn View Estates North Subdivision August 7, 2003 INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: 1. The first inspection must be conducted after the excavation, of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. 2. The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. 3. The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre -construction meeting will take place on-site. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S & S Engineering. S & S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. S & S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S & S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/INSTALLER 01 Ip9 required:. m. iissfpn fn narrative u �ren'tiYfo�er'nC"or ie ,a�`"uiuc3�c'nQ u�'41et"Pl1AAP F4AS2N WSLL Bi= USEbT" PLEd5E 5U$IV12T QESIGN 00.. O- yr "I Rpt Municipality of Anchorage ]NEER'S S P Development Services Department Building Safety Division ••••';� ye On -Site Water and Wastewater Program l•. -.,,,._ 4700 South Bragaw St. P.O. Box 196050 Anchom e, AK 99579-6650 9 ROBERT C. COwAN �@ wwW cianchorade.ak.us CE - 8801 rr`' (907) Soils Log - Percolation Test yll izLi���,�.��~'' Performed For: Tv/C N Cot CON. 6y?L r y _—Dalg Pprtonned: 01;3 /O- Legal Description: SOT p Yj LC'7c-1c A TownsTiip, Range, Section: Slope Site Plan 1'Es- H01 -i tt 3 Depth (Feet) OIi4w�rcS '7 1 •.1 K jai 1^L/i Nf 5`41x, A/ 2 _ S•�T 3- 5- r% '2 6- 7- -7- 10- 11- 12- 13- 14- 15-1 10- 11- 12- 13- 14- 15- 17- 18- 19- 20- 17- 18- 19- 20- CONIMENTS COMMENTS WAS GROUND WATER ENCOUNTERED? �� a IF YES, AT WHAT DEPTH? 0 Depth to Water After p Monitoring? E Date Reading Date Gross Tune Net Time Depth to Water I Net Drop IPA o,so4K M04(03 0 0 _ -7 „ p , • — r ,�y . to � 0 -7 — '10 1 30ti,.i 1 gy+,. PERCOLATION RATE_l-i:.c;esSruJ F'eRC HOLE DIAMETER 1 TEST RUN6TP/EEN ) •�1 Ft ANDl y FT 5 & S ENGINEERING PERFORMED" ��034EaglsRir-Iwo — PERFORMED S1A� 1y NICIPAI TATE CERTIFY THAT THIS 0 TESL j IN EFFECT ON THIS DATE. DATE'. 17 J.2. 3 ESOLAV\IS MUNICIPALITY OF NCHORAGE Development Services Department Phone: 907-343-7904 On-Site Water & Wastewater Section — Fax: 907-343-7997 Certificate of On-Site Systems Approval Parcel I.D. 051-811-52 Expiration Date: i C ' 1. GENERAL INFORMATION Complete legal description Glenn View Estates North Block 2 Lot 8 Location (site address) 22519 Whispering Birch Dr. Current property owner(s) Jamie L House & Doris Yanas-House Day phone Mailing address 92-1085 Palahia St. Apt E. Kapolei, HI 96707 Real estate agent Mary Stevens Day phone 748-5579 2. TYPE OF DWELLING: Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well ❑ Private Septic X Water Storage ❑ Holding Tank ❑ Community Well ❑ Community n Public Water System Public Sewer I f Waiver request for: Distance: Received by: Date: COSA to be released to the engineer,unless otherwise requested by the engineer. COSA Fee $ D-t Waiver Fee $ Date of Payment 111 2oI tS Date of Payment Receipt Number C1 75Y' Receipt Number COSA# OSC63 gabq 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 PO Box 240773, Anchorage, AK 99524 Engineer's Printed Name Benjamin Schiller, PE Date 11/20/18 9FAL,Q�\P �* 49?H /\ •* r� 6. DSD SIGNATURE 'i '• •• rSystem#1 Approved for 3 bedrooms �/ .• Benja•'r�� chiller •: System #2 Approved for bedrooms ,'•, CE t25s2 .��7� Y PP ���sTF��Op11/20/18 P`��� Disapproved ll ROFESSION Conditional approval for bedrooms, with the following stipulations: • fvLhCG ON-SITE z WATER At4D • A WASTEWATER 6: PROGRAM ;cr 0,044'd Arr SCR\I•C' By: \ � — = Original Certificate Date: / 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 Checklist blue sheet 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: Glenn View Estates North Block 2 Lot 8 Parcel ID:051-811-52 A. WELL DATA Well type Public If A, B, or C provide PWSID# Well Log (Y/N) Date completed Sanitary seal (Y/N) Wires properly protected (Y/N) Total depth ft. Cased to ft. Casing height(above ground) in. FROM WELL LOG AT INSPECTION Date of test Static water level ft. ft. Well production _ g.p.m. g.p.m. WATER SAMPLE RESULTS: Coliform colonies/100 mL Nitrate mg/L Arsenic ug/L Date of sample: Collected by: B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel Date installed 9/22/03 Tank size 1250 gal. Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout(Y/N) Y Depression over tank (YIN) N High water alarm (YIN) N Date of pumping 11/15/18 Pumper Sanitary Pumpers C. ABSORPTION FIELD DATA Date installed 7/23/09 Soil rating (1.2„1/1t2 or ft2/bdrm) 0.6 System type 5-Wide Length 49' 182' ft. Width 5.0 ft. Gravel below pipe 2.0 ft. Total depth 4.7/4'6 ft. Eff. absorption area 750 ft2 Monitoring tube Y Depression over field N Date of adequacy test 11/15/18 Results (Pass/Fail) Pass For 3 bedrooms Fluid depth in absorption field before test in. Water added 3450 gal. New depth 23.5 in. Elapsed Time: 1440 min. Final fluid depth 3.5 in. Absorption rate >= 450 g p d None Any rejuvenation treatment(past 12 mo.) (Y/N &type) If yes, give date D. LIFT STATION Date installed 9/22/03 Size in gallons 280 Manhole/Access (Y/N) Y "Pump on" level at 48 in. "Pump off' level at 51 .5 in. High water alarm level at 44.5 in. Datum Top of riser Cycles tested Sanitary Pumpers Meets alarm&circuit requirements? Y E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot 100 On adjacent lots 100 Absorption field on lot >100' On adjacent lots >100' Public sewer main >75' Public sewer manhole/cleanout 100 Sewer/septic service line '25 Holding tank >1 00' Animal containment areas >50' Manure/animal excrete storage areas >100' SEPTIC/HOLDING TANK ON LOT TO: Building foundation 10' Property line >5' Absorption field >5' Water main >10' Water service line >10' Surface water >100' Wells on adjacent lots >100' ABSORPTION FIELD ON LOT TO: Property line >10' Building foundation >10' Water main >10' Water Service line 10' Surface water >100 Driveway, parking/vehicle storage >10' Curtain drain None Noted Wells on adjacent lots X100' F. COMMENTS *Measurement included the pre-soaking Septic tank had 49" of water in the liquid compartment before it was pumped G. ENGINEER'S CERTIFICATION ��N®®\‘‘ C�O.F Ai... k� I certify that I have determined through field inspections and ,� cS� review of Municipal records that the above systems are in ��oNP. 4'' conformance with MOA COSA guidelines in effect on this date. 7 • 49 * Engineer's Printed Name Benjamin Schiller, PE `'' fo Date 11/20/180 . .; = • Benjamin Schiller if CE 12592' •• 11/20/18 . 8�q,,PROFESS10' ' -® COSA brown sheet 10-10-12.doc Sanitary Pumpers J O B 17545 Kahiltna dr Date Eagle River,AK 99577 11/14/18 907-688-4602 TRUCK sanitarypumpers@gmail.com sanitarypumpers.com Name/Address Ship To JACK WHITE VISTA REAL ESTATE 16635 CENTERFIELD DR STE 103 EAGLE RIVER,AK 99577 Contact Phone Alt. Phone Alt. Contact Gallons Pumped SUZANNE COOL 689-6474 689-6475 MARY KEENAN-WEEKS 2000 Hoses Memo Customer Since/pumps Item Description Cost Total SEPTIC PUMP 22519 whispering birch for COSA 215.00 215.00 other Clean& Inspect Lift Station 100.00 100.00 close on 21st Remove and clean pump basket and effluent filter. v\-2 [l Clean floats and other components, ensure system performance. n-Z CY Float controls in compliance with Manfacturer/MOA settings. 1\5z_ pr Ensure alarm system is functioning, audible and visual. OW-- 171 2[1 Inspect manhole riser to tank connection for ground water intrusion.yO12 I , Inspect Manhole lid for functional, insulation and properly secured. No rvsaatton 7 Ensure outlet weep hole is functional to protect from freezing. OW- IX Two separate circuits for alarm and pump. 3t �- LY_co R c ;,14-ibloartar\ air 11A• dott-t uv\-CX.ri.Sa R� 6- � `C"� 14 yJv\� k, �►1 c_ t2 . l tt (tekCAt SC rt/Q g--o Se C1�IZ2- Vve�N"l4e- ct /QXL . c:41 -c + A. r -cAct i(. 1 S ituAdt nC\ `6CA?I-kke- Total $315.00 PJC, ?; R. Use. "bro.lP-Q-co►r.rvQ-r d,- Directions 24539 CHUGIAK DR 8/16 Directions 2 14033 KNOB HILL 6/17 Directions 3 Municipality of Anchorage Development Services Department �•_.: °„ j Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street s • . P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orglonsite (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcell.D. 051-811-52 COSA #_ )n 0Q-,7 1 •-,-, � - / 1. GENERAL INFORMATION Expiration Date: _ Complete legal description Glen View Estates N., Block 2, Lot B Location (site address) 22519 Whispering Blrch Current Property owner(s) Rick Merizon Day phone 244-2443 Mailing address 22519 Whispering Birch Lending agency Day phone Mailing address Real Estate Agent Kathy Geract Day phone 694-9125 Mailing Address Greatland Realty Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 __.__3- TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual On-site El Water Storage 11 Individual Holding Tank E3Community Class Well ❑ Community On-site El 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 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 ter Site salte stamp is (are) Guidelines e) sa efu functional onal andor this ad adequate shows that the on-site water supply and/or wastewater rther based on for obtainedufromrof the Municipality of Ancho age filesindicated and fromherein. my investigation andti stpecfon'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. Phone 694-7028 Name of Firm NorthRin Engineering Address 7 Date 2/19/10 Engineer's Printed Name Steve En 4ttit9;ta ,.....,.,;as Wa yen S. DSD SIGNATURE Approved for 3 bedrooms. Disapproved. bedrooms, with the following stipulations: Conditional approval for Attachments: COSA Checklist X Septic System Advisory Well Flow Advisory Nitrate Advisory — Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other Original Certificate By: (R". 11105) Municipality of Anchorage `! Development Services Department Building .. _ 9 Safe ty Division On -Site Water & Wastewater Program - .. :.. 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: Glen View Estates N, Block 2 L0tPa%elID:051-811-52 A. WELL DATA Well type _ Date completed_, Total depth_ ft Date of test Static water level Well production If A. B, or C provide PWSID # _ Well Log (Y/N) Sanitary seal (Y/N) _ Wires properly protected (YIN) Cased to ft. � Casing height (above ground) in. FROM WELL LOG �P AT INSPECTION 1C, I WATER SAMPLE RESULTS: Coliform colonies/100 mL Nitrate mg/L Arsenic: _ ug/L date of sample: B. SEPTIC/HOLDING TANK DATA 9 -P.M. Other bacteria colonies/100 mL Collected by: TankType/Material_ co„+ir/C+ool Date installed -R>Rzt g - � ;z - O 3 Tank size ­42-cOgal. Number of Compartments _� Cleanouts (Y/N) Foundation cleanout (Y/N) n Depression over tank (Y/N) t4 High water alarm (Y/N) Y Date of pumping 7 /?f1 1l9 Pumper Cn ni n r �._P_urinarc C. ABSORPTION FIELD DATA Date installed 7123/0%oil rating (9.p,d./ft2 or ft2/bdrm) 0.6 System type Trench Length 4 _&fp ft. Width _ 5ft. Gravel below pipe ? ft. Total depth _� ft. Eff. absorption area 2Mft2 Monitoring tube Y Depression over field Imo_ Date of adequacy test N W YSTEM Results (Pass/Fail) Pass For 3 bedrooms Fluid depth in absorption field before test na in. Water added na gal. New deptfna In. Elapsed Time: nonin. Final fluid depth na in. Any rejuvenation treatment (past 12 mo.) (Y/N & type) unk Absorption rate >= na 9 p d If yes, give date D. LIFT STATION Date installed 9/22/03 'Pump on' level at 48 in. Datum Tank Bottom E. SEPARATION DISTANCES Size in gallons 280 'Pump off level at 51.5 in. Cycles tested 4 Manhole/Access (YIN) Y High water alarm level at 44.5 in. Meets alar 8 circuit requirements? Y SEPARATION DISTANCES FROM WELL ON LOT TO: no na On adjacent lots Septic tank/lift station on lot no no On adjacent lots �— Absorption field on tot Public sewer main na Public sewer manhole/cleanout NA NA Sewer /septic service line no Holding tank Animal containment areas no Manure/animal excrete storage areas na SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: + Pro field 10' + Building foundation 5 property line 10' + Absorption Water main rn•+ Water service line l n +Surface water +^O' + Wells on adjacent lots fin' + SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: 10'+ Property line 1�_ Building foundation 10'+ Water main 25' + Water Service line 10' + Surface water 100 Driveway, parkingtvehicle storage Curtain drain NA Wells on adjacent lots 200' + F. COMMENTS ^�e��•����,, pP� g� A • " ••�% v G. ENGINEER'S CERTIFICATION �: r TH 1 certify that 1 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. ��y"�• sr�.A Steve Eng6" Engineer's Printed Name s ' d���'•.j/7%Sya 2/19/10 Cad PRO`E,- Date % Waiver Fee $ COSA Fee $ Date of Payment O Date of Payment Receipt Number d D �� �i Receipt Number (Rev. I1ros) • � - nr �il �rAa %�- .%SCC r�- lr►T T I �vc�' j\ a , e. 'o.hi• `yt•' i 0. N. 0 inti K f AS -BUILT F'on that I have surveyed the following described o . ;'i c, - E . r R I w f_I- A`M}' ''mit, ;� ording precinct, Alaska, and that the improve. -� �� v;thereon are within the property lines and do not t; ' �?` J� ♦� T 1S overlap or encroach on the property lying adjacent thereto, that 'F - " a by i'a on thno e rovetnents on property lying ad cent thereto encroach t 40 •h JG o * a� N premises in question and that thea aro no roadways, »«. �... transmission lines or other visible easements on said property s except as indicated hereon. kYberl C. Johnson limos Dated at Eagle River, Alaska this -L=-== -ray of F-` 1 2-01 c ROBERT C. JOHNSON %1e:» A6r_ti« R�=,� SCALE: Registered Land Surveyor No. OWLS 6b�oyiy�� l,r i> Box 77.04.%, Eagle River, Alaska 99577 Phone (907) 694.2543 Municipality of Anchorage Development Services Department Building Safety Division - On -Site Water S Wastewater Program In 4700 Bragaw Street 1 1 ' / P.O. Box 19 J pM1 Anchorage, AK 995151 9-6650 www.muni.org/onsite (' (907)343-7904 U CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcell.D. 051 -FS 11-5 COSA# op 10209 1. GENERAL INFORMATION Expiration Date: 6 - I - d % Complete legal description Location (site address) Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address GLENN VIEW EST. NORTH: LOT 8. BLOCK 2, 22519 WHISPERING BIRCH DRIVE • CHUGIAK. AK 99567 TAMARA do DAVID HEAD Day phone 688-4313 22519 WHISPERING BIRCH DRIVE • CHUGIAK. AK 99567 Day phone ANNE ROBERTS w/PRUDENTIAL VISTA Day phone 244-3392 16635 CENTERFIELD DRIVE " EAGLE RIVER, AK 99577 Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ❑ Individual On-site 0 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 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 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 ofinstallation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Phone 337-6179 Address 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. CARNESS, P.E. Date S�xs CE Engineer's Comments: In conducting this evaluation, GEG, VD. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & 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 readily ldontiTable 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 benefil 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. 5. DSD SIGNATURE _jIGApproved for bedrooms. Disapproved. Conditional approval for bedrooms, with the fllowing stipulations: Attachments: COSA Checklist Septic System Advisory Well Flow Advisory —LC Arsenic Advisory Maintenance Agreements Supplemental Engineers Reort Nitrate Advisory Other V•, ' ON-S►TF 01 WATER AND ; -WA�E�NATER- PROGRAM •" - •• ..• Original Certificate Date: 6-1-06 Municipality of Anchorage • Development Services Department Building Safety Division On-Ske Water 6 Wastewater Program Y 4700 Bragaw Street P.O. Boz 196650 Anchorage, AK 995198850 www.muni.org/onsft (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: GLENN VIEW EST. NORTH, LOT 8. BLOCK 2, Parcel ID: 05 '1— !911 —Jrz A. WELL DATA PUBLIC WATER Well type If A, B, or C provide PWSID# _ Date completed Sanitary seal Total depth Cased to ft. FROM WELL LOG Date of test Static water level ft. Well production g.p.m. WATER SAMPLE RESULTS: Coliform colonies/100 ml. Nitrate Arsenic: Date of sample: B. SEPTIC/HOLDING TANK DATA property protected (Y/N) Casing height (above ground) in. AT INSPECTION Collected by: ft. g.p.m. colonies/100 ml. Tank Typs/Material SEPTIC/STEEL Date Installed 9/22/2003 Tank size 1250 gal, Number of Compartments 2 Cleanouts (Y/N) YES Foundation deanout (Y/N) YES Depression over tank (YIN) NO High water alarm (Y/N) YES Date of pumping _ 1Q1121. Pumper ll C. ABSORPTION FIELD DATA «rrrr Data installed 9/22/2003 Soil rating Qiirft%drm) 0_6 System type SHALLOW TRENCH Length 2 O 66 ft. Width 5 ft. Gravel below pipe i ft. Total depth 5 ft. Eft. absorption area 758 ft2 Monitoring tube YES Depression over field NO Date of adequacy test 5/23/2006 Results (Pass/Fail) PASS For 3 bedrooms Fluid depth in absorption field before test "4.5 in. Water added 660 gal. New depth" 11 in. Elapsed Time: 365 min. Final fluid depth 5 in. Absorption rate >- 450+ g.p.d. Any rejuvenation treatment (past 12 mo.) (YM 3 type) NONE KNOWN If yes, give date - "TESTED THE NORTH SIDE TRENCH D. LIFT STATION Date installed 9/22/2003 Size in gallons 280 "Pump on' level at 48 in. Datum BOTTOM OF TANK E. SEPARATION DISTANCES "Pump ofr level at 51.5 in. Manhole/Access (YIN) YES High water alarm level at 44.5 in. Cycles tested 3 Meets alarm 8 circuit requirements? YES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift statim on lot Absorption field on lot Public sewer main Sewer /septic service areas On adjacent kits On adjacent sewer manhole/cleanout Holding tank Manurelanimal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 59+ Absorption field 10'+ Water main 10'+ 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 10'+ Water service line 106+ Surface water 1006+ Driveway, parkinghrehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 1001+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that 1 have determined through field inspections and review of Municipal records that the above systems are In conformance with MOA COSH guidelines in effect on this date. Engineer's Print/ed Name JEFFREY A GARNESS Date .9/7.5-/04 COSA Fee S 730 — Waiver Fee $ _ Date of Payment 3001 Date of Payment Receipt Number 97? Receipt Number, (Ray. 11/05) 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. anchorage. ak. us (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL 10 FORA SINGLE, FAMILY DWELLING Parcell.D. 051-811-52 HAA# Expiration Date: g - % 9 ✓ 1 ttiEN'ERAL INFORMATION =�3 complete legal desRt.ij tion Lot 8 i Block 2 • Glenn View Estates North Location (site address or directions) 22519 Whispering Birch Dr. C4rrent Property owners) The Turner companV Day phone 74 - 334 ..' " . Mailing address ' PO Box 3489 Palmer, AK 99645 .. Day phone Lending agency Mailing address Real Estate Agent Mailing Address Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System Day phone The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 4 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. (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. TYPE OF WASTEWATER DISPOSAL: ' Individual On-site )m [] 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 4 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. (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 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 & S Engineering Phone 694-2979 Address 17034 N. Eagle River Loop Ste. 204 Eagle River,AK 99577 Engineer's Printed Name Robert CCowan Date g /ig /egg i 5. DSD SIGNATURE 4 y 1� ROBERT C. COWAN CE -8801 Approved for 3 bedrooms. �f t1e�•4..,, < Disapproved. t+3a�d3sa;'� Conditional approval for bedrooms, with the following stipulations: Additional Comments Attachments: HAA Checklist Septic System Advisory Well Flow Advisory �N-SITE •� � �i= WATER AND ; K A, nC, v4r T�T.r TRR PROGRAM = N&INN N X Maintenance Agreements Supplemental Engineer's Report Other B 6e Original Certificate Date: 9 - / 9 -,O (Rev. O V02) unicYpa ity o nchorage u=a ,x k,�e Development Setv�ces nDepar•tment, _ , . , .. , ._ _r _ ni, c Building Safety Division _ s', e,•y On-$iteWater&CNastewaterProgram cl a c� ro age ak us � U �w If A B or C prdvide PWSIL) FF uvgn L roAp9rr .= aito s r ,.' .. �1ete� ` Sani`t`ary seal �r� (r11,�res prop�erCy protect ) _ �i ft. Casfo ft sing a above ground) in. eS v �� ater��ever 9prn �ctio14 rs 9 P m r S h��� 4 LTS: colonies/100 ml Nitrate mg./I. Other bacteria colonies/10.0.1-ml. l M ._ .t. .. _, man Date of ample:olle�cted by: , of ompartmentls 2 Clear ession over tank, ('Y/I�f Hight -aw�F,�.�+i=a ru,.w� .mxm°✓rk^'2,�o-A:w.w'e .rte+-ix..�s+er�"3. Pumper �C 3 Soil,rat�g (9 P•d;%ft2 or ftZ/bdrm) � System type r�sSv� ��)•••, Tre.�aEe ft. Width ft: Grave below pipe / ft • Eff absorption area �% ftz %Monitoring tube �P%' Depression ove[_field (�9 x 4� �a5s For t )'�esutts pass/Faiq 3 bedrooms >f on fie d tie ore'(�s _,r.,.,_, m a gal. New depth in �a _ in � Absorption rate ?_ • � , }moi �t*eu.�•�.ar„ <mo-2a..,.d' rn., ,a .ate max= 'iaCP.nt Intc . " n adjacent lots — Public sewer manhole/cleanout :e line Holdinq tank �s—*C��fk) Waiver Fee$ I 9 %0 ti Date of Payment .Receipt Number RUG -19-2004 16:00 S&S ENGINEERING 907 694 1211 P.02 J " " " L C�Ii1tGKIiIG ROBERT C. COWAN, P.E. CMLENGINEERs w�yw (907)694.2976 August 19, 2004 FAX(907)694-1211 HCALTHAWHOW, M-L)NICIPALITY OF ANCHORAGE APPRD,KS Development Services Department P.O. Box 196650 Anchorage, AK. 99519 SMA&WATO MAWSMSKM Attention: On-site Development REFERENCE: Lot 8, Block 2, Glennview Estates North S/D sEWE„A WATEN *4POMON This is to verify the day & times that inspections were called in to the ,Municipality of Anchorage for the above referenced property. EWNEEFMGSrU= ANDFV RfS To Whom It May Concern: WRLe7 MY" The first inspection was called in on: 9/22/03 at 9:45a.m. &AMTEn The second inspection was called in on: 9/22/0$ at 12 noon. The third inspection was called in on: 9/23/03at 1:45p.m. Sammis Thank you for your assistance in documenting these events. If you require additional information, please contact us. FOM CES" Sincerely, ��1�T'41"✓' saLresr L . Robert C. Cowan, P.E. RCC/jhm rENco�ArbN rW STFO.MUMI6 MECKOAM INSPEMX s ONSiTe WASTEWATEN pISPb SYSTEM OESIM IM34 NORTH EAGLE RVER LOOP • SURE 204 • EAGLE FWER ALAM M77 TOTAL P.02 \ \ 90 �l � I �O I \ U I 2 �Im / 2 / Q / R= 180.OH wo L= 1 89' / Lop, / / / 15'TELECOMM.S ELEC. EASEMENT s�d1c p0� pa9' ALTERNATE ONSITE OO WASTEWATER DISPOSAL •^ SYSTEM (4 BEDROOM MAX.) 2 (SEE PLAT 2003-42, DETAIL C) SEE 7 / LEGEND e FOUND 212' ALCAP MON. / • FOUND SIB' REBAR / S� _0E— FOUND ELECTRIC // �O o FOUND SEPTIC PIPE/ T$ NOTES \\ \ \X/ ,ON-SITE \ WASTEWATER DISPOSAL SYSTEM \ / (4 BEDROOM MAX.) (SEE PLAT 200342, DETAIL C)\ _ / I 55'07'40"W / \ \ ooOF A Coo44 ooP��.••• TH'.v¢Op0 O.. T:'.1...... r _ .. .. .n .- ,..:f ..:.......... %Richard L. Besse p '., 4094—S •.G F. ..... o / SURVEYOR'S CERTIFICATION / CERTIFY THAT I HAVE SURVEYED THE 1. IT SHALL BE THE RESPONSIBILITY OF THE BUILDER OR OWNER TO VERIFY THAT BUILDING LOCATION SHOWN MEETS ALL SUBDIVISION COVENANTS AND ZONING ORDINANCES. 2. R IS THE RESPONSIBILITY OF THE BUILDERTO VERIFY ALL ELEVATIONS WITH RESPECT TO ALL UTILITIES. 9.TATHIS AS4WTREPRESENTS THE PARCEL KEN FROM THE RECORDED PLAT DESCRIBING THATRPARCEL TY DESCWBED BELOW INSTRUMENTS RECORDED PRIOR TO OR AFTER. THE FILING OF THE RECORDED PLAT ARE NOT SHOWN ON THIS ASBUILT. 4. THE INFORMATION SHOWN ON THIS AS43UILT I$ FORTHE USE OF LENDING INSTITUTIONS SPEGFICALLYTO SHOW ANY CONFUOTS BETWEEN "STING STRUCTURES AND PLATTED LOT LINES OR EASEMENTS .TUTHE ASBUILT IS ION NOT TO BE USED FOR POSITING ADDITONAL STRUCRES OR FENCES. I HEREBY PROPERTY DESCRIBED ON THIS ASBUILT AND THE IMPROVEMENTS SITUATED THEREON ARE LOCATED AS SHOWN ON THIS ASBUILT. DATEDTHIS '4"DAYOF .: 8116104 AS -BUILT LOT 8, BLOCK 2 .E: 1'=60' GLENN VIEW ESTATES PLAT: NORTH SUBDIVISION 2003-42 ,nre,n WITHIN S3. T15N. R1W, S. M., FLD. BK.: 801-25- 0 L882GVNP.DWG Ba Engin �mg SURVEYED: B/09/04 DRAWN BY: 1890 Jaime Marie Circle MLK Wullla, Alaska 99654 10 a STEPS COVERED a �O PORCH 25.3x2.0' CANT. .7 _._-\,-N29'03'08"W 1 •v 9.3'x2.0' DECK 39.69' � CANT. 10.48' \ N29'03'08"W r k \ HOUSE DETAIL \ \ S 1"=30' ASPHALT,, `k \ \ SO%� \O�p CL OF 30' TEMPORARY EASE \ 3 CONSTRUCTION MMENT SEE 7 / LEGEND e FOUND 212' ALCAP MON. / • FOUND SIB' REBAR / S� _0E— FOUND ELECTRIC // �O o FOUND SEPTIC PIPE/ T$ NOTES \\ \ \X/ ,ON-SITE \ WASTEWATER DISPOSAL SYSTEM \ / (4 BEDROOM MAX.) (SEE PLAT 200342, DETAIL C)\ _ / I 55'07'40"W / \ \ ooOF A Coo44 ooP��.••• TH'.v¢Op0 O.. T:'.1...... r _ .. .. .n .- ,..:f ..:.......... %Richard L. Besse p '., 4094—S •.G F. ..... o / SURVEYOR'S CERTIFICATION / CERTIFY THAT I HAVE SURVEYED THE 1. IT SHALL BE THE RESPONSIBILITY OF THE BUILDER OR OWNER TO VERIFY THAT BUILDING LOCATION SHOWN MEETS ALL SUBDIVISION COVENANTS AND ZONING ORDINANCES. 2. R IS THE RESPONSIBILITY OF THE BUILDERTO VERIFY ALL ELEVATIONS WITH RESPECT TO ALL UTILITIES. 9.TATHIS AS4WTREPRESENTS THE PARCEL KEN FROM THE RECORDED PLAT DESCRIBING THATRPARCEL TY DESCWBED BELOW INSTRUMENTS RECORDED PRIOR TO OR AFTER. THE FILING OF THE RECORDED PLAT ARE NOT SHOWN ON THIS ASBUILT. 4. THE INFORMATION SHOWN ON THIS AS43UILT I$ FORTHE USE OF LENDING INSTITUTIONS SPEGFICALLYTO SHOW ANY CONFUOTS BETWEEN "STING STRUCTURES AND PLATTED LOT LINES OR EASEMENTS .TUTHE ASBUILT IS ION NOT TO BE USED FOR POSITING ADDITONAL STRUCRES OR FENCES. I HEREBY PROPERTY DESCRIBED ON THIS ASBUILT AND THE IMPROVEMENTS SITUATED THEREON ARE LOCATED AS SHOWN ON THIS ASBUILT. DATEDTHIS '4"DAYOF .: 8116104 AS -BUILT LOT 8, BLOCK 2 .E: 1'=60' GLENN VIEW ESTATES PLAT: NORTH SUBDIVISION 2003-42 ,nre,n WITHIN S3. T15N. R1W, S. M., FLD. BK.: 801-25- 0 L882GVNP.DWG Ba Engin �mg SURVEYED: B/09/04 DRAWN BY: 1890 Jaime Marie Circle MLK Wullla, Alaska 99654