The URL can be used to link to this page

Home My WebLink AboutLEBARGE LT 1LeBarge Lot 1 #015-273-77 O'MALLEY ROAD S 90'00'00-E 180.16' STAIRH LOT 1 M 0 0 � rri 4� M M 3.3.0' 30.0' 10' CEA EASEMENT `COVERED ----_ PORCH —54 JL — — 0 GRAVEL FELL DRIVEWAY ONE-STORY PORCH 33.3 L4 D DECK ICK 4.1 \--CHAJN LINK FENCE SEPTIC � PIPES Lot 1 44,538.0 s.f. 0' T&E EASEMENT 14' 1 33' RIGHT—OF—WAY LOT 2 1 1 d 1 � PLOT PLAN AS BUILT X SCALE 1" = 50' GRID SW 2635 Project No. 1-16-006/Al Lang & Associates, inc. 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 (907) 522-6476 Phone Registered Land Surveyors (907) 522-4625 Fox ken0angsurvey.com / Jonothar4iongsurvey.com OF A .......... 1 hereby certify that I have surveyed the following described property: Lot 1, LaBarge Subd. (Plat No. 2015-131) A - 9TH Anchorage Recording District, Alaska, and that the Improvanionft situated thereon are ........ .... within the proper-ly lines and do not encroach onto the roe adjacent thereto, that ........... no Improvements on the properly tying adjacent thereto P ancroach on the surveyed Promises and that there are no roodwcys, transmission lines or other visible 0030ments on said property except as Indicated hereon. KENNETH G. 'LAN6 —5202 Dated this the Day of LS of Anchorage, Alaska 1:3 It Is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plot. Municipality Develbamen Onsite Water f Anchorage e°` s Q N_ epartment iervices Division Wastewater Proaram ♦ 1t1kXXX X114 LJU / VV I -&A V L' It R r, V 11PJ VV ........ Waiver* OSV751141_ COSA#: _ Permit#: PID#:015-273.27 Legal Description: T12N R3WSee 21 Lot 4 (Future LaBarge Lot 1 1 Engineer: Anderson Engineering Applicant: Barbara Block Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the proposed west property fine has been approved. The 'approved- separation distance is 1.3 feet for the northerly field and 5 feet for the southerly field. This waiver approval applies to the existing absorption field only. Any fixture upgrade to the on- sitewastewater disposal system will require all separation distances be met or another approval from this department. ❑ The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. ❑ Notarized letter(s),of nonobjection have been received from the owner(s) of the affected adjacent property ® Adjacent properties are not affected by this waiver. ...1.:..,.....ll....-.............r........ won ... ..■....rr...............�...... Waiver is Granted: X Waiver is not Granted: Dater ��O �S Approved by: Name of Reviewer ........ ..... Now ..... i.... ...... Mum ..... PRO .... 1.......... or .... a ...........1 *** VARIANCEIWAIVER REVIEW **** ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 677-7766 (FAX) October 17, 2015 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 Subject: Lot 4, T12N R3W Section 21 Proposed Lot 1, LeBarge Subdivision (S-12194 Separation Distance Waiver Absorption Trench to Lot Line Dear On Site Services Engineer: Ualor R A OCT 21 2015 t.,retchsn Stulier. The proposed LeBarge Subdivision dedicates 33' of land to supplement the Jerome Street Right of Way. The new western lot line is only 1.3' from the northerly absorption trench on the property and 5' from the southerly trench. A waiver is therefore required to allow the absorption trenches to remain in their current location. The edge of the trenches border on 66' of the Jerome Right of Way. The soil materials underlying the trenches is clean sand with some silt (SW/SM) with excellent absorption properties. We anticipate the majority of the absorption will be downward through the bottom of the trench with little or no migration. There are no conflicts with wells or septic systems in the area. We therefore request a waiver be issued to allow the absorption trenches to remain in their current location. Sincerely, �'A'J_' Michael E. Anderson, P.E. �,..• ,9. 49th _ MICHAEL E. ANDERSON No. CE -4381 . t � r -mmm Municipality of Anchorage Z Community Development Department Page 1 of 3 On -Site Water and Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP131467 PID Number: 015-273-27 ❑ New ✓❑ Upgrade Name: ABSORPTION FIELD BARBARA BLOCK ❑✓ Deep Trench ❑ Shallow Trench ❑ Bed ❑ Mound Address 3840 O'MALLEY RD ❑ Other Phone Number of Bedrooms Soil Rating Total depth from original grade_ 6 1 2 GPD/sF 13 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade 8 Ft. Gravel depth beneath pipe S ' Subdivision Block Lot 4 Fill added above original grade 0 Ft. Gravel length 100 Ft. Township Range Section 12N 3W 21 Gravel width 3Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Lift Station Tank Line 1000 Ftp 2 10 Ft, Well 88.3 104.2 NA', N/A TANK ❑ Septic ❑ S.T.E.P. ❑ Holding ❑ Other Manufacturer Anchorage Tank Capacity 1000Ga1. Surface water N/A NIA N/A NIA Material Steel Number of compartments 2 Lot Line 42.1 34.3 N/A N/A NA Foundation 24.3 51.9 N/A N/A LIFT STATION Manufacturer Capacity Gal. Curtain Drain N/A N/A N/A N/A on level at Pump off level at High water alarm at RemarksSEE ATTACHED WAIVER oVlqlqq7Pump in. in. in. - Pump make and model Electrical Inspections performed by PIPEMATERIAL Housetotank 3034 Tankto drainfeld 3034 Installer A + HOME SERVICES Drainfield 3034 CO/MT 3034 Inspector Pannone Engineering Services BENCH MARK (Assumed elevation) 100f1 Inspec 1 7/10/2014 Id Location and description dates2 — BSMT @ DOOR 3°' 4,„ COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp Ott �'� OF ?aC '9S Conditional Approval: Date '%SPS of seven f#. onnorae•f E 8149 / ( 10'o Appro ed Date Inspection Report _1-1-12.doc AREA i'E) NO 'MELLS CR SEPTICS ON LOT �M nn M\ O'MALLEY ROAD 'LI\ DRIt;E,NAY - - WELL (Ej BASED 1 SR OFF EXISTING ADU t ASBUILT B I j U ER ae a % F-1 24.5 - HOUSE (E) .NK ( C2 E) F 17008 SEPTIC T^i �,.� Y DC1�, SEPTIC TANK W i DC _h Y �'�09 CC !UNDOCUMENTED SEPTIC AREA (E) C2 L12- -4 w Iv14 w s ~ �I w 0 cc z 0 Q w z �z w Q s NB..NDONED PER CODE W� W 1 JP R DE DRAW FIELD (N) i 12E 3CLF x 3.0'W x 5.0 ED x 1?.0'TD - �TH- 1 LOT 4 NGTES: A B FC 27.10 24.10 F(-72-- 26.90 24.90 OTt 35.40 32.20 DCO1 51.20 44.60 OCO2 52.10 45.30 Tl 63.20 55.70 T2 69.30 61.60 DCO3 71.70 64.20 DCO4 72.60 65 M1 71.80 76.00 CO1 71.30 75.40 M2 87.90 79.80 CO2 88.10 79.60 M3 1 83.90 88.30 CO3 1 83.50 87.90 M4 98.90 92.20 CO4 1 98.40 91.70 AREA i'E) NO 'MELLS CR SEPTICS ON LOT �M nn M\ O'MALLEY ROAD 'LI\ DRIt;E,NAY - - WELL (Ej BASED 1 SR OFF EXISTING ADU t ASBUILT B I j U ER ae a % F-1 24.5 - HOUSE (E) .NK ( C2 E) F 17008 SEPTIC T^i �,.� Y DC1�, SEPTIC TANK W i DC _h Y �'�09 CC !UNDOCUMENTED SEPTIC AREA (E) C2 L12- -4 w Iv14 w s ~ �I w 0 cc z 0 Q w z �z w Q s NB..NDONED PER CODE W� W 1 JP R DE DRAW FIELD (N) i 12E 3CLF x 3.0'W x 5.0 ED x 1?.0'TD - �TH- 1 LOT 4 NGTES: PANNONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 ��\ _ OF. A/- \ �� q /ig`� ��) ... ...49 ....... Steven R. Pannone j ��P�-s CE 81 49 .1 7 �ii4F�FRD SS10Na Date 9i18i2014 RECORD DRAB INcs scale P.LC. NO o15 -v3 -z7 T12N, R7W, Sec 21, LOT 4 BARBARA BLOCK 3840 O'MALLEY ROAD ANCHORAGE, AK 99507 PERMIT No OSP131467 PLAN SheeOF 3 SPECIAL PROVISIONS TO SPECIFICATIONS 1, ALL CONSTRUCTION WAS INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS AND ATTACHED PES SPECIAL PROVISIONS. 3- SCOPE OF WORK: INSTALLED NEW 10009 SEPTIC TANK AND SOIL ABSORPTION SYSTEM. DECOMMISSION EXISTING UNDOCUMENTED SEPTIC SYSTEM PER CODE. 4. GROUNDWATER WAS NOT ENCOUNTERED IN ANY OF jH EXCAVATIONS LESS THAN 19.0 FEET BELOW EXISTING GRADE . aG/FU ' r ' EI TH_1 FILTER FABRIC )1�4"m DRAIN PIPE /DRAIN ROCK 6' ABOVE PIPE INV l i iCP ELEV.9AM t iOP ELEV.9AMCK s SKI AIN RO DR E EV SECTION 1oc rOP o! 11xK ECv. P..11 1700 g I 1000 g SEPTIC TANK (E) SEPTIC TANK (N) LEGEND W W.TER LINE/ 'njELL RADIUS SS NEA, P=F..- SEPLC- PROFILE I'� ISI " E,E ' E ERS UPGRADED SEPTIC SYSTEP,I N0. BEDROGIM: 6 (92C gpd) -1 *1K 517E 1%GOG+1C'OCy PERC RATE - 4.2 MITI JJIL RATING- 1.2 GPD/SF A.FE.= RQC: -30 SF SYS. TYPE DEEP TRENCH 5.O ED VIIN LENGTH: 73 LF Q, E, (ZEA) 50 LF X 3' WIDE, 5.0' E.D., 13-0' TD TOTAL AREA: 1,001' SF Kfm o�1a f FABP.I " .—DPAIN PNCK 6' ABDVE PIPE INV '—DRAIN ROCK >"'FEt I .Ti --INS CU _vPPER w DUCTILE IRON PIPE z z TEST HOLE FC :=OUPIDd.T101\1 CLEAN OUT T� TANK CLEAN OUT N0. CLEAN OUT NO. Iola `AONITOR TUBE 1\10. R1 RIGID INSULATION DCO DOUBLE CLEAN OUT 0%, DI�IERTER VALVE aQ FL --,A, SPUTTER - O OG ty0 FG zn _ OZ Zw Zw0 y P, JII z W w W w �p n n n n n GR..ND EL. ,o, t n n n rOP o! 11xK ECv. P..11 1700 g I 1000 g SEPTIC TANK (E) SEPTIC TANK (N) LEGEND W W.TER LINE/ 'njELL RADIUS SS NEA, P=F..- SEPLC- PROFILE I'� ISI " E,E ' E ERS UPGRADED SEPTIC SYSTEP,I N0. BEDROGIM: 6 (92C gpd) -1 *1K 517E 1%GOG+1C'OCy PERC RATE - 4.2 MITI JJIL RATING- 1.2 GPD/SF A.FE.= RQC: -30 SF SYS. TYPE DEEP TRENCH 5.O ED VIIN LENGTH: 73 LF Q, E, (ZEA) 50 LF X 3' WIDE, 5.0' E.D., 13-0' TD TOTAL AREA: 1,001' SF Kfm o�1a f FABP.I " .—DPAIN PNCK 6' ABDVE PIPE INV ELE at NnTES: rti1V1VO E EN SVC, LLC _�_~ n'\k Date RECORD DRAWINGS SOF !.1'gkkl 9/18/2014 P.O. BOX 100217 ANCHORAGE, AK 99510 � 0,- f Scale PHONE (907) 272-8218 FAX (907) 272-8211 4*�l NTs ..... ... / P.I.D. NO T12N, R3W, Sec 21, LOT 4 ........... / 015-2s-27 BARBARA BLOCK Steven R. Pannone / PERMIT NO VD CE CE 8149 .'� /� CSF131467 3840 OVALLEY ROAD 1 ��s . _� DESIGN DETAILS ANCHORAGE, AK 99507 11�PROFES9UNF'� sheet 3 OF 3 '—DRAIN ROCK >"'FEt I .Ti --INS CU _vPPER DIP DUCTILE IRON PIPE TH TEST HOLE FC :=OUPIDd.T101\1 CLEAN OUT T� TANK CLEAN OUT N0. CLEAN OUT NO. Iola `AONITOR TUBE 1\10. R1 RIGID INSULATION DCO DOUBLE CLEAN OUT 0%, DI�IERTER VALVE FS FL --,A, SPUTTER BFG BEL -,"i FINISH GRADE OG OP131PI ;L GRADE FG FINISH GRADE TS&V Ta PSCIL & VEGETATE ELE at NnTES: rti1V1VO E EN SVC, LLC _�_~ n'\k Date RECORD DRAWINGS SOF !.1'gkkl 9/18/2014 P.O. BOX 100217 ANCHORAGE, AK 99510 � 0,- f Scale PHONE (907) 272-8218 FAX (907) 272-8211 4*�l NTs ..... ... / P.I.D. NO T12N, R3W, Sec 21, LOT 4 ........... / 015-2s-27 BARBARA BLOCK Steven R. Pannone / PERMIT NO VD CE CE 8149 .'� /� CSF131467 3840 OVALLEY ROAD 1 ��s . _� DESIGN DETAILS ANCHORAGE, AK 99507 11�PROFES9UNF'� sheet 3 OF 3 As -Built Survey O'MALLEY ROAD 11 [Kim LOT 1 I I I � + OLM LOT 29 1 I I �1 LOT 6 LOT 2 PLOT PUN AS BUILT X SC I' a 60' ORIa tB35 Proleel Na. 012JJ Lang & Associates, Inc, 1160 o.lyl ......... B O> M-SA)6 Ph... Registered Land Surveyors :07 5x2-/625 R. kerAlvnBmmy...m I.nvin...6Beumy.aem O,F Al I x<nhr <M MUI I WC.27, TI M< tonesm avammm Plv. EOVFRNNEHr ., SEC, 31. TIM R3W. SENMO 4ERIOINI. AVSNA ��. 11, �P•" WsL 11 o, M.Mmp< R<.vNlery ; ntl M f Ih< Imgw<mmle <%uaed IMnvn 4'g=N ' ...I A. rllFln M< pnpMy Ilnes o e d. 1 m ..b 6 b the provM va^nvnl M<nb. Mvf INnq 1 . ImpnmmenM1 Ae proprYf vtlT n! M•nb nv h IM . rv.yetl epnmbn nd Mal IMn dwap, I« lobo Ilene nr a1Mt tlNhl< atemenM1 vn mltl prePery ...yl ve InEleaMtl M1erwn. 15lINEM �. WbCff BW. f .fetl b _� O%.f Lllb 1. ,'Ii�js L, al MvhvmO<, Alav4. LS-5202 ,�J M le Me ru«vneM Me .caner 1. d<lemine IM glMmae .I �ry eaesm n, ""t3ml x.LL eerenaMe, nW eM.X ne nNah a. na .p...r .n Me nwNetl wbdnhl.n Diel. Form SCNLTR -"TOTAL" appraisal soiluvare by a la mode, inc.-1.800-ALAMODE Municipality of Anchorage P.O. Box 196650 • 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 htta:11www.mun i.org/Onsite Development Services Division On -Site Water and Wastewater Program **** VARIANCE/WAIVER REVIEW **** Waiver#: OSP141447 COSA#: Permit#:OSP131467 PID#:015-273-27 Legal Description: T12N RM Section 21 Lot 4 Engineer: PES Applicant: Barbara Block Your request for a waiver of the required 100 feet horizontal separation from the septic tank to the private well has been approved. The approved separation distance is 87.0 feet. This waiver approval applies to the existing septic tank only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. ❑ The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. ❑ Notarized letter(s) of non -objection have been received from the owner(s) of the affected adjacent property. ® Adjacent properties are not affected by this waiver. .................................................................... 0.......... Waiver is Granted: X Waiver is not Granted: Date: Approved /" 1, Name of Reviewer ........................................... 2 ................................. V **** VARIANCE/WAIVER REVIEW **** Waiver#: OSP141447 COSA#: Permit#:OSP131467 PID#:015-273-27 Legal Description: T12N RM Section 21 Lot 4 Engineer: PES Applicant: Barbara Block Your request for a waiver of the required 100 feet horizontal separation from the septic tank to the private well has been approved. The approved separation distance is 87.0 feet. This waiver approval applies to the existing septic tank only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. ❑ The affected adjacent property owner(s) have been given a 7 day notice regarding this waiver. ❑ Notarized letter(s) of non -objection have been received from the owner(s) of the affected adjacent property. ® Adjacent properties are not affected by this waiver. .................................................................... 0.......... Waiver is Granted: X Waiver is not Granted: Date: Approved /" 1, Name of Reviewer ........................................... 2 ................................. Pannone Engineering Services uc Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@l)anengak.com October 2, 2014 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road P. 0. Box 196650 Anchorage, Alaska 99519 Subject: T12N R3W Sec 21 Lot 4 Private well to Septic tank Tank Waiver Request Ladies and Gentlemen: 0(54- 3-62�L 0ids, f 0 Iglg(I7 I am writing to request a separation distance waiver between the existing Private well and an existing concrete septic tank that is being reused for an upgraded system for the above referenced property from 100 feet to88.3 feet. PES was able to locate a well log for this property. The static water level of the well was reported as 114 feet below ground level with a total depth of 163 feet. The ground water in this area typically flows from the east to the west. The well is located 88.3 feet southwest of the septic tank and has been that way for over 30 years a recent water test showed no bacteria and a nitrate concentration of 1.6 mg/I . As outlined under 18 AAC 80.020 and 18 AAC 72.021(a), I have calculated the following points: Lot 49 Septic System to Well: Distance from sewer system bottom to groundwater 8.0 Soil sorption below sewage system 2.5 Soil permeability below the system 1.0 Water table gradient 2.0 Horizontal separation 2_5 Total Points 16.0 "The sum of the above values could equate to the following conditions: 12-16 no bacteriological pollution, possible chemical pollution but unlikely from household chemicals." If the fact that the worst Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 was assumed for a water table gradient which is unlikely case, it is in my opinion, this waiver request meets the above criteria for approval and does not constitute risk to health. I hope the above information will assist you in determining that the waiver should be granted. Please contact me if you have any comments or concerns. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Attachments: -Site Plan Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 SGS Re£# 1143181001 Client Name Pannone Eng. Srv. Project Name/# 3840 O'Malley Client Sample ID 3840 O'Malley Rd Matrix Drinking Water Sample Remarks: Parameter Results LOQ Metals by ICP/MS 07/23/2014 16:21 Arsenic ND 5.00 Waters Department 07/17/2014 14:17 Total Nitrate/Nitrite-N 1.60 0.100 Microbiology Laboratory (a10) E. Coli Negative 1 Total Coliform Negative 1 Printed Date/Time 07/23/2014 16:21 Collected Date/Time 07/17/2014 11:25 Received Date/Time 07/17/2014 14:17 Technical Director Stephen C. Ede Allowable Prep Analysis Units Method Container ID Limits Date Date Init ug/L EP200.8 C (Q0) 07/18/14 07/21/14 CDE mg/L SM21450ONO3-F B (a10) 07/23/14 CDE 100mL SM219223B A 100mL SM219223B A 07/17/14 WV 07/17/14 MEV DOC CO dba 0010 BILL & ULLIVAN WATER WELLS P.O. Box 670269, Chuglak, AK 99567 888-2758 TO: Pannone Engineering PHONE DATE OF ORDER 272-8218 11-7-14 ORDER TAKEN BY CUSTOMER ORDER NO. [:]DAYWORK ❑ CONTRACT ❑ EXTRA JOB NAME/NUMBER ZlaN 31A) -�ecaA ti JOB LOCATION 3870 O'malley Road JOB PHONE STARTING DATE 11-7-14 I tKIVIJ: 1 Yz 7o mleresS per monm on unpalo oalance QTY. DESCRIPTION OF WORK PRICE AMOUNT 1 Replace cap and conduit 1 Grout aroung casing 1 Relocate control box and replace bulb 1 Install automatic sump pump with bleedback 1 Cut slot in vault rim for sump pump Thank you, Bill and Cole Sullivan WORK ORDERED BY: SIGNATURE DATE COMPLETED: 11-7-14 I HEREBY ACKNOWLEDGE THE SATISFACTORY COMPLETION OF THE ABOVE DESCRIBED WORK. LOCATION OF WELL (Please complete either to, Ib or Ic.) ia. Borougn Subtliris ion Loi Block Ib. I/4 gtre. Of� 04-0! a 1711 DISTANCE AND DIRECTION FROM ROAD INTERSECTIONS Street Address and Area of Well Location E. WELL LOG Material Type Cld well. T'rown clay. sand R gravt It little water ) Tirown 01 ay Water. sand & ;_ravel WATER WELL RECORD STATE OF ALASKA DEPARTMENTOF NATURAL RESOURES Division of Geologicol 9 Geophysical Surveys Drilling Permit No, A.D. L. No. Section No. Township NO Ranee SC3 Feet Below Su rides Top Bolin 161 161 167 167 17 175 177 E❑ Meridian WE) OWNER OF WELL. Philip -block Address: 3840 O'Malley Rd . Anchorage, AA 4. WELL DEPTH: (final) e. DATE OF COMPLETION 177 rt. 6 - 11 - 86 g, ] Cable tool C3 Rotary ❑ Driven 0 Dug 0 Auger Cj Jetted ❑ Bored [3 Other: ?.USE: N Domeatia O Public Supply ❑ Industry 0 Irrigation C) Recharge ❑ Commerical C3 Test Well [3 Other: S. CASING C] TIlrrod �II 1 (( teight M Welded 17 die_a. to_ m. ft. Depth W lbs./fl diem. in. to_ if, Depth Stickup tt. B. FINISH OF WELL! Type: C}7en Diameter.. 6 In Slot/Moth Size: Length: Set between ft. and fl— Backfilling Gravel pock 10. STATIC WATER LEVEL: 147 It. A Above or El Selow load surface Date Equipment used: bailer 6 LIm I1. PUMPING LEVEL below land surface and YIELD 159 it. after 4 11 ,pumping 10 O.P.m. — ft. .atter Fre. pumping _g.P.m. 12.GROUTING Well Grouted: 11Yes f1kd Material: Neat Cement 0Other: IS. PUMP: (if available) NP Length of Drop Pips ft. capacity 9 P.- 0 Subm. 0 Jet 0 Centrtfical D Other 14.REMARKS 16, WATER WELL CONTRACTOR'S CERTIFICATION: 15. Wafer Temperature 0 P This well was drilled under my jurisdiction and this report is true to the bast of my knowledge and belief; mmerville Well Drilling: Al 3788 Registered Business Name Contract License Number 111¢0 Polar Drive, Anchorage, AY 99516 Signed: Dote: CLQ — i/— keC, I—. . u,u. .e..,.. moo. 1.._n.a,., Is...,-I—r.-.. C? a SOMMERVILLE WELL DRR.UNG 11140 Polar Dr. ANCHORAOE, ALASKA 99516 p anb Orilling Co. BOX 1713, STAR ROUTE SPENgAR® 4]LAS(CA %XPi/ - ®✓ �-:/�.�� SUBSURFACE EXPLORATION ,41 i. LOGvATIOPRO ECTAL z,,__ - A C�Cd �O c HOLE NO. 2. TYPE OF EXPLORATION CONTRACT NO, & NUMBER 3. SURFACE ELEVATION WEATHEa DEPTH—BEGIN SHIFT '/4a—DEPTH—END SHIFT Zti6 DEPTH DRILLED 4, PERMAFROST ENCOUNTERED: FRO,MA —TO - 5. WATE OS.WATER LEVELoZ c( Y/•L• 8 -SHIFT f! sU 6. DRILLER HELPER TIME DISTRIBUTION HOURS FISHING DRILLING REPAIRS _, PULL CASING STANDBY MOVING SUMMARY COLUMN 7. GASOLINE 8. OIL SUPPLIES AND REPAIRS (ITEMIZE) a. CASING LOG s. SOILS .LOG TOTAL NO. LENGTHLENGTH SAMPLE DEPTHS .TYPE NQ FROM TO SAMPLE MATERIALS AND REMARKS 6 A4 — T` • —, 7 bIf-' So LeJ T Q e l -6 �//- 14'23 is .> 1213L 1-44 DRILLS ° LI-V�� 9 m 0 q� cqw Z O s 7 O � O � V On -Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP131467 Tax Code Number: 01527327000 Work Type: Septic Permit Effective Dates: June 03, 2014 to June 03, 2015 Design Engineer: PANNONE ENGINEERING SERVICE Subdivision: T12N R3W SEC 21 Site Legal Address: T12N R3W SEC 21 LT 4 G:2635 Owner/Address: BLOCK BARBARA ANN 3840 O'MALLEY RD ANCHORAGE AK 995074268 Site Mailing Address: 10811 JEROME ST, Anchorage This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy 7-11-/> l' av Lot Size in Sq Ft: 173804 Total Bedrooms: 5 N Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. 0-0 se A" 95' _&" � �Ppraval- Received Issued By _CRP11C 4i..1'4. �VVa�ed MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Division Fax: 907-343-7997 On -Site Water & Wastewater Program ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I. D. 015-273-27 Property owner(s) Barbara Block Mailing address 3840 O'Malley Road, Anchorage, AK 99507 Site address 3840 O'Malley Road Legal description (Sub'd., Block & Lot) Legal description (Township, Range & Section) Day phone T1 2N, R3W, Sec 21, Lot 4 Lot Size 173,804 Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (M all that apply) Absorption Field ❑x Initial ❑ Single Family (SF) ❑X Septic Tank ❑X Upgrade FXDuplex (w/wo ADU) (D) ❑ Holding Tank ❑ Renewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. property owner or autnonzed agent) Permit/Rush Fees: 4 631). ( Date of Payment: /9/01018 Receipt Number: Permit No. Permit App__- ; !'_c. Waiver Fees: Date of Payment: Receipt Number: Waiver No. Pannone Engineering Services uc Steven R. Pannone, Principal Registered Professional Engineer E-mail: steve@oanenzak.com May 30, 2014 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road P. O. Box 196650 Anchorage, Alaska 99519 Subject: T12N, R3W, Sec 21, Lot 4 Septic System Upgrade Permit Request Ladies and Gentlemen: I am writing to request a permit to install an upgrade septic system be issued for this property. The proposed systems will serve an existing five (5) bedroom house and a one bedroom ADU. The existing system is undocumented and does not appear to meet code requirements. The proposed system will utilize a 2000g septic tank and conventional drain field. The surrounding developed lots are served by private wells. There are no wells on surrounding lots within 200 feet of this system. Soils. One test hole was performed by Pannone Engineering Services in December of 2013, and groundwater was monitored for seven days. The test hole monitor tube was dry after the seven day monitoring period. Bedrock was not encountered in the test hole. It is my opinion, based on the results of the percolation tests and overall soils appearance; an application rate of 1.2 gallons/day/square feet should be used for a conventional wastewater system. 1. Soil Absorption System Design. a. See Sheet 2 of the design package. 2. Surface Water: There is no surface water within 100 feet of the proposed septic tank and drain field. The proposed drain field upgrade will maintain at least 100 feet from all surface water and drainage ditches. 3. Topography: The existing topography slopes from the southeast to the northwest at approximately 5% in the area of the proposed drain field. There are no steep slopes in the vicinity of the drain field. 4. Drawing Markings: The Drawings are marked "For MoA Review Only". When written notification that the review is complete and that there are no further comments is received from MoA On -Site Mailing: P.O. Box 100217, Anchorage, AK 99510-0217 Physical: 332 East Manor, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 Department, the note will be removed and "Issued for Construction" drawings will be issued. The proposed installation will not affect the future development of the surrounding or existing lots. There are no surrounding wells within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-8218. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Mailing: P.O. Box 100217, Anchorage, AK 89510-0217 Physical: 332 East Manor Ave, Anchorage, AK 99501 Telephone: (907) 272-8218 FAX: (907) 272-8211 int o—lag UJAW&Q-witC-96 BR ADU (E) E PTIC AREA (E) UNDOCUMENTED SEPTIC AREA (E) ABANDON PER CODE Vi - TANK (P) WITH DCO AND FS —33.9 !o o 0 c0i 41 jt,��C'MALLEY RMOAD7 DRIVEWAY —'WELL (E) 101.1 5 BR HOUSE (E) 114.5 I�N w— UPGRADE DRAIN FIELD (P) (2EA) 50LF x 3.0'W x 5.0'ED x 13.0'TD TH-1 NO WELLS OR SEPTICS ON LOT z 0 V) LU I b aT f NOTES: PAMONE ENG SVC, LLC OF- Date D;3 15 0/2014 FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 ......... ioco .. S, 49 tri * . . ... * ...... .. ... ... . .... Steven l5a'nnope— 19, CE 8149 11 - Co I Scale 1"=50' T12N, R3W, Sec 21, LOT 4 BARBARA BLOCK 3840 O'IVALLEY ROAD P.I.D. NO 015-273-27 PERMIT No. OSP1 31467 Sheet 1 PLAN ANCHORAGE, AK 99507 k,% ......... kik�, PROFE I OF 3 SPECIAL PROVISIONS TO SPECIFICATIONS 1. ALL CONSTRUCTION SHALL BE INSTALLED AS SPECIFIED IN THE MOST CURRENT EDITION OF THE MUNICIPALITY OF ANCHORAGE STANDARD SPECIFICATIONS (MASS) FOR COMPONENT PARTS AND MATERIALS USED IN CONSTRUCTION OF ON-SITE WASTEWATER DISPOSAL SYSTEMS AND ATTACHED PES SPECIAL PROVISIONS. 3. SCOPE OF WORK: INSTALL NEW 2000g SEPTIC TANK AND SOIL ABSORPTION SYSTEM. DECOMMISSION EXISTING UNDOCUMENTED SEPTIC SYSTEM PER CODE. 4. GROUNDWATER WAS NOT ENCOUNTERED AS EVIDENCED BY THE SOIL TEST HOLE. IF AN APPARENT WATER TABLE IS OBSERVED IN ANY OF THE EXCAVATIONS LESS THAN 19.0 FEET BELOW EXISTING GRADE NOTIFY THE ENGINEER IMMEDIATELY. TER FABRIC :Y i4"0 DRAIN PIPE DRAIN ROCK 6" ABOVE PIPE INV SW/ SM M DRAIN ROCK 3.0 F 3.0 SECTION -19.0 BOH 1 w 0.0 m 20009 3/16" STEEL SEPTIC TANK (P) ER FABRIC 6 DRAIN PIPE ROCK 6" ABOVE PIPE INV PROFILE \-DRAIN ROCK rc ABBREVIATIONS J O O O WO N DESIGN PARAMETERS DIP DUCTILE IRON PIPE TH TEST HOLE LEGEND UPGRADE SEPTIC SYSTEM FC 0� 0 U U U 9U LL TANK SIZE: 2000g PERC RATE = 4.2 MPI 20009 3/16" STEEL SEPTIC TANK (P) ER FABRIC 6 DRAIN PIPE ROCK 6" ABOVE PIPE INV NOTES: PANNONE ENG SVC, LLC ,� 'pF A \�� Date FOR CONSTRUCTION �,�,.... L,gs,�1 Scale 014 P.O. BOX 100217 ANCHORAGE, AK 99510 r PHONE (907) 272-8218 FAX (907) 272-8211 r"'g�Q' Fy�� Scale NTS .... .. ..:.. P.I.D. NO T12N, R3W, Sec 21, LOT 4 015-273-27 BARBARA BLOCK r Steven R.'Ponno e' j PERMIT NO. 9F.•, CE 8149 .;c?j OSPI31467 3840 O'MALLEY ROAD #0 �sr DESIGN DETAILS ANCHORAGE, AK 99507 il�p........ sheet ' 0FE _�+- 2 OF 3 PROFILE \-DRAIN ROCK ABBREVIATIONS CU COPPER DESIGN PARAMETERS DIP DUCTILE IRON PIPE TH TEST HOLE LEGEND UPGRADE SEPTIC SYSTEM FC FOUNDATION CLEAN OUT W WATER LINE/ NO. BEDROOM: 6 (900 gpd) T# TANK CLEAN OUT NO. WELL RADIUS TANK SIZE: 2000g PERC RATE = 4.2 MPI C# CLEAN OUT NO. SOIL RATING: 1.2 GPD/SF M# MONITOR TUBE NO. — SS NEW SEPTIC AREA ROD: 750 SF R.I. RIGID INSULATION SYS. TYPE: DEEP TRENCH 5.0'ED DCO DOUBLE CLEAN OUT MIN LENGTH: 75 LF DV DIVERTER VALVE FS FLOW SPLITTER USE: BFG BELOW FINISH GRADE (2EA) 50 LF X 3' WIDE, 5.0' E.D., 13.0' TD OG ORIGINAL GRADE TOTAL AREA: 1,000 SF FG FINISH GRADE TS&V TOPSOIL & VEGETATE NOTES: PANNONE ENG SVC, LLC ,� 'pF A \�� Date FOR CONSTRUCTION �,�,.... L,gs,�1 Scale 014 P.O. BOX 100217 ANCHORAGE, AK 99510 r PHONE (907) 272-8218 FAX (907) 272-8211 r"'g�Q' Fy�� Scale NTS .... .. ..:.. P.I.D. NO T12N, R3W, Sec 21, LOT 4 015-273-27 BARBARA BLOCK r Steven R.'Ponno e' j PERMIT NO. 9F.•, CE 8149 .;c?j OSPI31467 3840 O'MALLEY ROAD #0 �sr DESIGN DETAILS ANCHORAGE, AK 99507 il�p........ sheet ' 0FE _�+- 2 OF 3 DATE PERFORMED: 12/1212013 SOILS LOG - PERCOLATION TEST SLOPE X TH WAS GROUND WATER ENCOUNTERED? N IF YES, AT WHAT DEPTH? DEPTH TO WATER AFTER MONITORING? DRY DATE: 12/19/2013 Dry on 5/15/14 5 unl i N \—TH_1 - SLOPE TH X READING DATE TEST HOLE 1 OR NETDROP ORGANICS 1 — 4.98 2 2 10:20 3 7.39 2.41 4 10:20 -- 5- -- 4 6- 67SAND 10 MIN 7.35 7— 510:30 -- 4.98 SAND WITH g SW/ SOME SILT/ 7.32 SM SILTIER Wf 9 DEPTH 10 11 12 13 14 15 16 17 18 19 BOH 20 DATE PERFORMED: 12/1212013 SOILS LOG - PERCOLATION TEST SLOPE X TH WAS GROUND WATER ENCOUNTERED? N IF YES, AT WHAT DEPTH? DEPTH TO WATER AFTER MONITORING? DRY DATE: 12/19/2013 Dry on 5/15/14 5 unl i N \—TH_1 - SLOPE TH X READING DATE CLOCK NETTIME WATERTIME LEVEL READING NETDROP 1 12/12/13 10:10 — 4.98 -- 2 10:20 10 MIN 7.39 2.41 3 10:20 -- 4.98 -- 4 10:30 10 MIN 7.35 2.37 510:30 -- 4.98 _- 5 10:40 10 MIN 7.32 1 2.34 PEROLATION RATE 4.3 (minfinch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 5 FTAND 6 FT COMMENTS: Test hole excavated by A+ HOME SERVICES. Perc hole was presoaked. Last 3 readings recorded. PERFORMED BY: Steven R. Pannone. P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDL7IINEES IN EFFECTON THE DATE OF THIS TEST. NOTES: PANNONE ENG SVC, C, LLQ. ��OF l�kk 1 Date 14 FOR CONSTRUCTION P.O. BOX 100217 ANCHORAGE, AK 99510 .: '��' •'•• '• qS • PHONE (907) 272-8218 FAX (907) 272-8211 Scale SOILS LOG T12N, R3W, Sec 21, LOT 4 BARBARA BLOCK 3840 O'MALLEY ROAD ANCHORAGE, AK 99507 *;-49 TH ..... .w CE 8149 * �I NTS ••••� P.I.D. NO KD15-273-27 me j PERMIT N0. / OSP131467 '_� Sheet 30F 3 Susan K. Crosson Small Residential Income Property Appraisal Report ale# D006559 11 Hnnam s n ^drawl' any.,1 Se,^.11 u It MEE, to, "Ele IDlna .n n n.uaf: rr firpb-13Y "IE epinmr q not 'u:AL :¢,. Ed d,s,ai,t nsF1n' ndrile llu l` 3840 O'Malley Rd CR; Anchorage sal" AK npeec99507 fief. Not ApplicableBarbara Ann Block %'ema' Anchorage L.m Uexnpa�a' Lot 4 Sec 21 T 12N R3W -r eP°c'z 0152732700001 ra Yem 2011 RE 1::1s 10.258 Tot,iFte RSme Hillside 6:q Re's ease Grid 2635 e,ae Tann 0028.12 0.°npsn 9au Ited Paeua Elicit dnmES g Rh RJaS 0 IF II,Ddoln neFgb'fps IPPS -,d Fee ,I DI Lsaeoo4Doll dkeennn ;il,i a11ewcunn^^sea: REE, ii D.11 .1 eme<m1,11nei Estate Valuation (as of Date of Death) canna mem Barbara Ann Bleck 6d1hs 3840 O'Malley Rd, Anchorage, AK 99507 Ito>LlrrrR'e["nY Wy.'if tI, So, I,F -.er q__Oly!p P1 tri_-roof@ya bll R-tr. dalEafa.akPGlrvr'.'° 1'a Hu nepMdti. nl.r;alwaLalxnR unxae. e4 rMr:- Alaska MUldple Listing Service <ad nits _'.. mevonaasd d V eA;Kly:* .e oa.<Esn. F.na1n mu1clha as'noilai I1EnxbF,0;IhiEEFlESa11la pamenrd Not Applicable Dauca Pnses N/A e 0rol,I NIA Ison, 1u_rmqd, oa•:Ia of wePrrzra, re> I. "I'se, SIDE Not APPlicable L U..m E'ennala ,b_kmu,aryxs.s t a: -ccs p'illmdau'x n.'aaolime, ee:to hrpa lr5aryamg"; MM1aiaman,norva> FEE, flu IIY yut b. Wlxlf ml lmnArs .=te Gz4 Not Applicable Note: Race antl theraaled cerretiion of the rlopleahoal are not appatad factors. F i.a3 .J F 1PAbn Oil, S'Fet" R d a '-: Yamurt ncr .ate - Stobie VIIEEIP PRICE rtRE Det � 85 Me up 0ra 5- 2551 pane 2A'. D'.u,d a;xdY EacM9e -- Insi Ove pb e10OPY+, - 2Ell; 1 �. een1 I'De - Ili I, 3a- WERE, Trane isle .owin, 016,nPs 200 L., 5 ED ii 1': - faldo,lre dbnin, Neighborhood boundaries consist of DeArmoun Road to the south, the 675 I ro 65 wyme2:u 3 -. Seward Highway to the west, the Hillside Drive to the east and Abbott Road to the north. 400 PIN 40 CIE /0 z • ff'noxhow ~'L7 SE d, This is an established residential area located about eight miles southeast of downtown Anchorage at the base of the Chugach Mountains. Neighborhood build-up is primarily existing constmction of average to good quality and appeal. Schools, shopping and employment centers are located within a 15-25 minute drive. Large lots and outdoor recreational facilities enhance the appeal of the neighborhood Maas rindoa,,noda, ",11, he Dbc-,....E,1,,,,Rt After flee years of increasing property values f2001-2006), prices decreased somewhat during 2007 -2009. Since that lime, values have stabilized in most sectors of the market. Sales concessions (of about 2%-4%of the sale price) are prevalent in lower price ranges and the market favors the buyer at this time. lon,owns Unknown .a 173,80451 Oil- Rectangular vire Average splAh'ixneecheaaax. R.6 tams, NtEl 'd Large Lot Single -Family Residential Use District forme CumPfiase La,a tiarnanu111oRE dnta.Iamaaa GO, .n Zeta%, RIEFIP"abai IF or No", aid4a a SEl0.aOay as na M la as uFSPSd on Ron, ro,,fillooll, FRD,,enluseI Yc No If Yo,U-ac,Ix URIilies W61ic Other(beenibel %bec thegdeaaiOOl elf -elle lmprovemmb-rlye PEER, Ptlnle Elebmq 'Neer Private well srea Paved Gez smlarsener ' Private Septic A'tev None Fudoi 8penal Rod Haia#FED; v. Hp FEMA FIaall Zene R FEMA EI:m# 0 2 0 0051160D HEMAdifool:a 0912512009 Namelaili on,11 sleimGaaiFllma in, is nuauk Neo, Yet M MRn.d.,R, Are Ws'avo'eG-av au nlnNtloumeuanldlkls, (et=ere+tc IIIIER IF IFennmrntronalwnntil1, landf>4a 1.1 Yea I No uy'DAE.On The subject improvements were constructed prior to zoning and are therefore a "grandfathered" legal nonconforming use. 10Tisk57411, usls T. Sleru.6p FrElloeasn Wap, Concrete Block/Avg Floi CrptVinylWd/Avg+ Ou-'ry Ratel "',Ell." rel', Be".. PealRnsenent btane Paahe Wood Frame/Avg Wall DrywallWd/Avg+ xasluirs 2 "prou 2 -. eaemlleou 1,946 "If1 RDaisult- Asphalt Shingles run Fish Woad/Avg+ TEF, Ret An. e.DC.'Ell net Inver"n5mb tog ':. fmihra&Do.-anaD Aluminum/Avg azmamar, Vinyl/Avg+ Fumes Pil ll RE Cpm Oueb,E ul EER Sung RnlI 1Ymauer Typo Wood Casements aan'11'an'ot Tile/AV D esrpr. Traditional Ei< ralu hhensuaesassvg .+ .,h ,ay"mi=d, ; YefR0 1977 Mareea; seWenlerd Ell R., EnmlieaAp:11'rsi 30-ry«.g 0are-„msuni;e Gravel FWA NwBR Rail Firepiaceisl#� 1--Wdutlsimre;'s'1DE 1 Ann fele - orl SYa, Sura Oriel Fuad Gas Fence Dog Run ponce Dol Cam 3 Roo Saline Non, CvDan An 0 lialn0 Fua None Pu1:h Covered carnes AACars 0 Flashed Hi I Entuad Ohe; Omv None I- Ah. 04 hii Yol Rdnoarerm 2 fill 'Oil' 2 01sMhd,er 2 Lamed 2 Fannie” 2 ftereepile 2 U1le ftlewdlut 1naa 11111. 10 Rusms 6 w1.:me 3 6X111 3,665 sµ'a"Feetsli4riabl PAre. Una s Zradeae: 4 Rooms i etroaas 1 kn®r ev 798 Stluarrnali Gelld" Area USE a S dolts,:: Roam (ad"ame Remit Sale" beef C., Gm, NE, Hn11AS SOFFE 6. Rdmm "evens aaal(,T Stull, For dunit; L., Nee wawa" litine, i"ll lF. Romuen, en' fireplace, covered entry, large deck, garage door openers. open beach T & G eilings. built-in cabinets. updated kitchen, wood & tile flooring, oversized/tail garage, master suite with private bath, double bath sinks. unfinished basement laundry area (for tenant and not included in the square footage of the rental unit because it has no interior access) DesdM LIS cnnmaon of IAS IFFIF fullul neoltdranaas. dPoalaaaaa 1.1h,ss rampolal, !led L Overall cosmetic condition is above average as compared to competilive properties of similar age. use and quality. The owner's unitwas builtin 1974 (pertax records). The rental umbilicals constructed in 1968. Two quonset huts located on site (constructed in 1943)were allocated no significantvalue because they are near theend of their economic lives. Freddie Mac Form 72 Match 2005 Palle 1 of T Pallia Mae Forn 1025 March 2005 Form 1025 - "TOTAL appraisal software by a Is made, me -1-800-ALAMODE Small Residential Income Property Anoraisal Refund 21. The IomlercNent rmry dr -class or dislributP glm alIastaff report to: the bmmwer, another lender at the request of the rollover the Postpones or IIS Soccesssons dad assigns; u altgage Insurers, govalloce'lt st`o I1s01 all P, de, p if ca 5; otI1H secondary market posompanls; data calection or orq ortNg services: professional min,mol organizations: ally depannlent, agency, or Inshmmenmljry of the United States: and any state, the Dishict of Culuahogx. or otim, lues diction: e: tribal Duval, to obtain the applatsera at supervisory appraiser's (it applicable) consent Such consent must be Clammed before me, appreisal report may be, disclosed lar distributed to any other petty (ucluding, but not imided to. the public fhmugh advedising, public relations, news, safes, or other medial. 22 1 am aws o that any drsollson or distribution of this appraisal report by are or the Icnde,allent may be, subject to certain lews and agudahons. Further. I am also subject to the pmvislons of the Uniform Standards of Pictessfonal Andra al PmoUce that pnl:dn to disclosure or distrionom b if,,, 23. The bonmver, another lender a1 Vie tequest of the harrowe, the modgagee or its successors and asslgoa, madgngp im mere. govelrvmeut sponsored enterprises, and other secondary market participants may rely on fit, igpaaisil report as pad of airy mortgage flnenoe transaction that involves any one, or mom of these patliea. 2. If this appmisal report was tensndffed he nn "elechuoic record' containing my "electronic sigmhoo." as those tells are dPimed in applicable terleral and,or state laws (excluding Mike and video meanings). or a mosimlle. tnnsmasion of lids appraisal fepod confining a copy of repmsenblbn of my slgllanlre. Ute app i eel report shall be as effective, enfereeable and valid as if a paper version of this apprelsal relual vee. dellyerad court ln9 my original hand written signorine, 25. Any intentional or negligent mismpraeenrfion(sf contained is tilts appraisal report may, result in civil Isiolay and'or criminal permlties including, bnf not limited to fine eta unprismmem or Led, under the pmylsions of Title 18, United States Code, Sechon 1001, at seg„ or simihr state laws SUPERVISORY APPRAISER S CERTIFICATION; The Supervisory Aesuser certifies and agrees drat' 1. I directly supervised die "I prover for Ills apPmisaf assignment have read the appraisal I'eport. and agree with tit, appraiser's analysis, opinions, correlations, condo ears, and the appraiser's ceetlheition. 1 accept full respons dory tar ilia Cardona; of thie appraisN report including, but not limited to, the appmisor's analysis, opinions, statereads, comermsems, and On appraiser's codification. 3. The appraiser idormh d in this apWaisal report is tuber a subreo bacter or an employee of the supervisory approach tet the appraisal firm), is qual!fied m parmen, this zppoical, and is lCilfihie to pedorm this appralsnl order the applicable star E. 4. This appraised report complies with the Uniform Standards of Professional Appraisal Practice that were adopted an,] promulgated by file Appraisal Standards Board of The Appraisal Foundation antl that wpm In place at the time this appraisal ,,,port was prepared. S. If Vita appraisal report was traditMtrd as an 'elechenic record" containing my 'Mohonic signature.' as those terms are defined in applicable (laced and or state laws (exctud!ng andio and video recordings}, or a facsimile Transmission of this spit aisal report compound a copy or representation of my signature, the appall l report shall be ns effective. enfmcrarle and valid as if a pope, valued of this appmisai relmd were delivered containing my original hand wriVan signature. APPRAISER Signature Name saw n K Cress `J Company Name State Certhed General Appraiser#3 Company Address 7495 Upper Huffman Road, Anchorage. AK 99516 Telephone inanities (907)274-2221 EmailAdamss susancrossonpacsalaska. net Late of Signature and Report 0710212013 Effective Dake of Appraisal 05101/2011 State CedUlcatlon# 3 or State License # or Other Direction) State# Base AK Expirrion Date of Cedific allon or Lanese 0613012015 3840 O'Malley Rd Anchorage, AK 99507 APPRAISED VALUE OF SUBJECT PROPERTY S 675,000 LENDERIGUENT Name Company forme Barbara Ann Block Compam7Addl ess 3840 O'Malley Rd. Anchorage. AK 99507 Eared Address SUPERVISORY APPRAISER (ONLY IF REQUIRED) Signature Name Company Name CompanyAddress Telephone Number EmaBAddress Dale of Sigmtme Stem Codification # or Stale License # State Expiration Dale of certification or License SUBJECTPROPERTY Did not inspect subduct property Did inspect exterior of subject property tram street Dan. of inspection Did inspect interior and exterior of subject property Data of Inspection COMPARABLE SALES FretlNa Mae Form 72 March 2005 Page 7 of 7 Did hot inspecteMerior of comparable sales front street Did inspect exterior fcomparable set. foam street Duet of halrection Form 1025 -'TOTAL' appraisal software by a to made. Inc. -1.800-ALAMODE Fannin Mae Fomr 1025 Mareh 2005 As -Built Survey Form SCNLTR -'TOTAL" appraisal software by a la mode. mc. - I-800-ALAMODE 3 O'MALLEY ROAD 1 f titin 1 � f � j Pam i LOT I I \ - ..,. . I LOT 1 I I @j} g� S 1 0 a BLM LOT 4 m u LOT 2 u 4.4 ACRES ___ _- z 1W {$; � W u I0 I 1 I I Loi R g I LOT 3 I I 1 I I N 90'0000 3 9.93 i I I I 0 1 I In LOT 10 I I 1 m i I S� 9lM LOT 29 LOT 2 Pl4I PL1F M BWLT X BC.V.E 1- 80' OND 2835 P,,, Na 0}2,13 Lang & Associates, Inc. ItM Oapl Awmli Mwbam o. AIaMa 90815-3048 Registered land Surveyan 807) 892-8478 .w . 979 828-1928N. x..ann9w,mY.aam I.nmNarann9. i Nm9Y ..rE rbal 1 naw aurnY.tl IM blloMnO tlwaN9M prnp.ely: 249x1 OOYE. LOT I. BEC. S!. TISN. R3W BEWMO YER101M A4AvIG R .. FnoMmp. R.nerMnB OLF1A. Ala.ka. on! @if iM Impmv.m L .Nua1.G Moron an wiYnm Mn 9mpM IW. aM an rM aw^ cla M..mp.�Ny ar0oo t M.nla Nwl 0 ImPmv.m.IN. en M. proprtir I71ng otlfa I M.Na m F M..un.y.tl anmM. nna Mal M an m ma{waY4 1 b.bn Ilm. or aMn NN64 th aa.m.nb nn mid proPvF/ e. IMIvuM b.nen YaINEM INNC p' LS -520202 NM Mla M � OeY Odpnrl. �_. of MebomO.r AImNa "e4411�1...::. of1 aeWnanlR�nq n,hll bn. whl.h d't. -1 eo'p.nrnelnfh. nOON�tla aeaM�ian"plar�' w Form SCNLTR -'TOTAL" appraisal software by a la mode. mc. - I-800-ALAMODE Parcel I.D. 01 5-273-77 Municipality of Ancho On-Site Water and Wastewater Progra~'~ (907) 343-7904 ~,~ / Certificate of On-Site Systems Appro~ Expiration Date: GENERAL INFORMATION Complete legal description LeBarge, Lot 1 Location (site address) 3840 O'Malley. Rd. Current Property owner(s) Barbara Block Mailing address Real Estate Agent Day phone 3840 O'Malley Rd. Anchorage, AK 99507 Day phone TYPE OF DWELLING: [] Single Family (w/wo ADU) [] Duplex [] Multiple Dwellings (Single Family and/or Duplex) NUMBER OF BEDROOMS: 6 4. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class __ Public Water System Well TYPE OF WASTEWATER DISPOSAL: Individual [] Holding Tank [] Community [] Public Sewer [] WaiverNadance request for: Distance: Received by--to.. ~///,~/.,¢.~0/' ~0 COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ Date of Payment Receipt Number COSA Ct Waiver Fee $ Date of Payment Receipt Number Waiver # 5. STATEE4ENT OF INSPECTION BY ENGINEER As certified by my seal a~xe_d he~.ete,and as of the validation date shown below, I verify that my inves oat on, based on rocedu es out ined in the Certificate of On-S~L~.~.yi~;'Approval Guidelines for this application, shows that he on-~te water suppyPand/orr'~astewater 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 or 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. In conducting an adequacy test, ~ attempt to provide a thorough, conscientious engineering analysis of the system in accordance with MoA COSA guidelines and regulations. The reported results describe the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life ef all wells and septic systems depend on the local eon condition, ground water levels that may fluctuate during the year, and the water usage of the family being served by the system. These cond'itions are outside the control of the evaluator of this system. All systems eventually fail and satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. Therefore we cannot provFde any warranty for future performance, nor can we estimate remaining life of the system. The content of this report is for the sole benefit of the owner listed above. Name of Firm Pannone Engineering Services LLC Address P.O. Box 100217, Anchorage Ak. 99510 Engineer's Printed Name Steven R Pannone 6. DSD SIGNATURE System #1 Approved for . System #2 Approved for __ Disapproved Conditional approval for bedrooms bedr6oms Phone (907) 272-8218 Date 3/21/2016 · S:~even ~,'Par~none · "N-- bedrooms, with the following stipulations: By:-'~ '-~-~=~ ~ ? Original Certificate Date: ~-.~'-~--/~ The Municipality of Anchorage Development Services Division (DSD) issues Cert[ticetes 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 th? professional engineer's work. ATTACHIVIENTS: COSA Checklist Septic System Advisory Well Flow Advisory X Nitrate Advisory Arsenic Advisory Other If more than I septic system is on the lot: COSA CheckliSt fi: ~ of.~ Structure served by this system ' Certificate of On-Site Systems Approval CheckliSt Legal Description: LeBarge, Lot 1 A. WELL DATA Well type Private IfA, B, orC provide PWSID # Date completed 6/11/1986 Sanitary seal (Y/N) Y' Total depth ! 77 ft. Cased to 177 ff. FROM WELL LOG Date of test 6/11/1986 Stati'c water level 147 ft, Well production 10 g.p.m. WATER SAMPLE RESULTS: Coliform ~].~/~_colonies/100 mL Nitrate ~,,F------D<~c~ mg/L Arsenic /t¢//~ uglL Date of sample: 3/18~2016 Parcel ID: 015-273-77 Well Log (Y/N) Y Wires properly protected (Y/N) Y Casing height (above ground) 96 AT INSPECTION 3/18/2016 125 ft. 6.3+ g.p.m. in. Collected by: PES SEPTIC/HOLDING TANK DATA TankType/Uaterial Septic/Steel ~ I,'7oo ~)~1 Tank size __ gal. Number of Compartments Foundation cleanout {Y/N) Y Depression over tank (Y/N} N Date of pgmping '~/.,), ~/KO ~,~' Date installed Unknown - 7/10/2014 Cleanouts (Y/N) Y High water alarm (Y/N) N Pumper /'~[-{' /~--C- g~" u I'G~-~. ABSORPTION FIELD DATA 2 2 Date installed 7/10/2014 Soil rating (g.p.d./ft or ft/bdrm) Length 100 ff. Width 3 Total depth-13' f. Eft. absorption area 1,000 ft2 Monitoring tube Y Date of adequacy test New Results (Pass/Faih Pass Fluid depth in absorption field before test New in. Water added New Elapsed Time: New min. Final fluid depth New in. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NO 1.2 GPD/SF System type Deep Tret~ch ft. Gravel below p~pe 5 ft. Depression over field N ¢:or 6 bedrooms gal. New'depth New in Absorption rate >= 900+ g.p.d. If yes, give date LIFT STATION Date installed "Pump on" level at in. Datum Size in gallons 'Pump off' level at in. Cycles tested Manhole/Access (Y/N) High water alarm level at Meets alarm & circuit requirbments? in. E. SEPARATION DISTANCES WELL ON'LOT TO: Septic tank/lift station on lot 87* Absorption field on lot 100+ 75+ Public sewer mare Sewer/septic service line 25+ Animal containment areas 50+ SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5+ Water main 104. Wells on adjacent lots 100+ · ABSORPTION FIELD ON LOT TO: Property line 3** Water Service line 10+ Curtain. drain 50+ On adjacent lots 100+ On adjacent lots 100+ Public sewer manholelcleanout 1004' Holding tank 100+ Manure/animal excrete storage areas 100+ Property line 54. Water service line 1 O+ Abso~'ption field 5+ Surface water 10.0+ Building foundation 10+ Surface Water 1 00+ Wells on adjacent lots 100+ Water main 10+ Driveway, parking/vehicle storage 10+ F. COMMENTS *WR#OSP141447 ~ached ,*"'!'?ct .... request ~A., fj~..~.tSIF-//'; Easement placed on top of drain field after s. ystem was.installed. See attached LN0, G. ENGINEER'S CERTIFICATION t certify that I 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 Pannone Date 3/21/2 016' COSA canary sheeL2-6-15.doc POST IN A CONSPICUOUS PLACE ALL WORK MUST BE INSPECTED Field Inspection Request required 2 working days in advance of starting work and 2 working days in advance for final inspection. Call (907) 343-8206 (voice recorder) for scheduling. Permit is not valid without the call-in and also must include the one-call ticket (utility locate) number. MUNICIPALITY OF ANCHORAGE RIGHT OF WAY DIVISION RIGHT OF Type: E~ nt~!~~'' Construction Start:~ ~ · '~BARA ANN Las1 Last U R161216 3/22/2016 PWDEW 343~ Legal LEBARGE LT 1 G:2635 See reverse for requirements/remarks. I have read and understand both sides of this permit. I agree to the terms and conditions; and I certify that all work will comply with federal, .state, and municipal codes and regulations and the provisions of this permit. Signature~'~ ~ ~--~ Date: ,~/2-~//,~,~ (NOISIAIClsns 9NV1) S 00'08'31"E J I 585,63' .37.2' 484' 40,1 ' -I 00'08'51 "W 585,63' 133~11S 3~0~t31' (NOISIAIOB~S N3ONIBdS NHOf) -oOo, a Z % X (NOISlAIoens NO$3A~¥)