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HomeMy WebLinkAboutT15N R1W SEC 5 LT 34 Municipality of Anchorage Page DEPARTMENT OF HEALTH 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 Permit Number: ~4'~,,/¢)' ~ ¢2,~O ~7/ PID Number: Name: , ~pgrade ~/~ ~ ~ Wastewater System: ~ New Phone; ~- ~ --~O~ ~ NO. o~ Bedrooms:~ ~ Deep Trench ~Shallow Trench ~ Bed ~ Mound D Other LEGAL DESCRIPTION soi, Rating: Total Oepth Irom original grade: Lot: Block; Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe Township:J"~"g":~l~ JSe~,Jo.: Fill added above odginal grade: GraveHength: ¢~ / WELL: ~New D Upgrade O~elwidth: %' II Ft. SEPARATION DISTANCES ~eptic a Holding ~ S.T.E.P. ' Manufac urer: CapaciW in gallons: Prom Tank Field Stahon Tan~ Sewer Lines ~ J~ LOt ' Size in gallons: J Manufacturer: Location and Description: Inspections performed by: Department of Health and Human Services approval ~t~.~ ,,~ Reviewed and approved by ~, ~ Date: g-/d- ~ ~ Permit No. SW970304 Page 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519 6650 Telephone: 543-4744 On-Site Wastewater Disposal System and/or Well InsPection Report Legal Description: LOT 34 T15N R2W SEC 5 PID No.: 05103220 389.87 %/ / SEPtiC 50' EASEMENT ~+,oo'WELL SWING TIES-- --1 B-C = 80.0' ~ LOT 34 ~ n & FELL[ HOUSE +100' toga DRIVEWAY GALLON ~ ~ELL I Soil verified os stated on SE~IC ~soil mog. Soims ore consls[en[ x ~ +I00' ~the [rench. ~ ~ ~ln, SCALE ~'=BO' 330,00 8 q4/98 ELEVATIDNS ~ T"P BF ~ELL Permit No. $W970304 Page 2 Municipolity of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorcge, Alosko 99519-6650 Telephone: 345-4744 On-Site Wastewater Disposal System and/or Well Inspection Report of 2 Legal Description: LOT 34 T15N R2W SEC 5 PID No.:. 05103220 329.87W SEPTIC 50' EASEMENT SWING Ills B-C = 80.0' A-D = 150.0' ~ LOT 34 ~ SrPTIC ~ ~ ~ NELL ~ +,00' tooo ~S ~DRIVE,AY ~ALLDN ,W~ SEPTIC ~ ~ & ~ELL' 330.00 8 t14/98 ~ / k ~ ~OINEER'8 ELEVATIBNS ~ ,0~ ~ ~L~ ~,.~ (NBT TD SCALE) ~ nssu~E~ ¢~v = loo.oo' ..,~,..~ ~ ¢~..' 49TH ". ~,~u,. =~.,..~~ ............ . ~' 35PSI INSULATION 6VT s se.6 )~'. Louis A. Butera .',~ ~ - I~ ~x x,,~ 5"~'' ~... c~-~ ...~ ,,., ,. ,,.0 . by DOC Co[ dba SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99567 · TELEPHONE 688-2769 OWNER OF LAND ADDRESS BORE HOLE DATA DEPTH LEGAL DESCRIPTION PERMIT NUMBER ~:~O3~dl' Date of Issue q_~- /O- ~'ci'~ · T~ I~i'~t~o'N N~UM~~ ~'~ ~1~:~ ....... Is well located at approved permit 16bation? ~ 0 No Method of Drilling: I ~a~ 0 cable tool Casing Type ~7~ C Wall Thickness . ~ ~ inches Diameter ~/~ inches, depth ~.~?/t feet Liner Type: 4) O~ ~ Casing Stickup Above Ground: ~ I feet Static Water Level (from ground level): / ~ feet Pumping level: feet a.er__hrs, pumping gpm Recover Rate: /~ gpm Method of Testing: - ~ Well Intake Opening Type: ~en End ~ Open Hole [] Screened; Start []. P_q~o. ra_tipn~ ~tart, . Grout Type: ~,..~T'~, ¢J CT.E- Depth: from Pump Intake Depth: Pump Size .hp Well Disinfected Upon Completion? Method of Disinfection: feet Stopped feet feet ~St0pped.. :~ feet Volume / DO/-,~,~ feet, to '"'"' feet feet Brand Name [] No Comments: DrilleCs Name OCT ) 1 97 Munlclpallt o Dept. Health ~ Human Services ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of Health & Human Services and/or Department of Environmental Conservation. MatSu Borough: Department of Environmental Conservation. Rick Potter PO Box 670178 Chugiak, AK 99567 July 15, 1998 Reference: Permit #SW970304 Parcel ID 05103220 Legal Description T15N R1W Sec5, LT34 RECEIVED AUG ~ 1 1998 Munic{paHty of Anchorage Dept, Health & Human Se~ices Dear Sir, I am the owner/builder of the above property and I rented the necessary equipment from D&J Rentals in Eagle River. For the years of 1975 to 1980 1 worked for Ralph Lane Building and Excavating in California. We built roads and installed septic systems. After spending time in Alaska, I returned to California and worked for Bill Joiner Excavating from 1985 to 1989. This work included septic systems and land leveling. Sincerely, Rick Potter cc Eagle River Engineering Services PAGE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW970304 DESIGN ENGINEER:EAGLE RIVER ENGINEERING SERVICES OWNER N~LME:REINIKKA EINO & RITA OWNER ADDRESS:22324 DAVIDSON DR DATE ISSUED: 9/10/97 EXPIRATION DATE: 9/10/98 1 OF 1 PARCEL ID:05103220 LEGAL DESCRIPTION: T15N R1W SEC 5 LT 34 LOT SIZE: 108900 {SQ. FT.) NUMBER OF BEDROOMS: 2 THIS PERMIT: 2 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM 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 DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS: RECEIVED BY: ~~~' ISSUED BY: DATE: Eagle River Engineering Services Louis Butera, P.E. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 fax August 21, 1997 Jim Cross, P.E. Manager, On-Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Lot 34 T15N R1W Sec 5 Narrative & Permit Application Dear Mr. Cross: The proposed well and septic system will have very limited impact on adjacent properties for the following reasons: 1. The surrounding lots are large, allowing sufficient room for septic sites. 2. Immediate neighboring septic systems are all +30' distance. 3. Reserve space is adequate, due to absorption'capacity. 4. Drainage will not be affected and is not a major consideration in our design. If you have any questions please call our office at 694-5195. Sincerely, Louis Butera, P.E. MUNICIPALITY OF ANCHORAGE ENVIRONMENTAL $15RVICE,S DWI,SION RECEIVED \1997\97-061 -NAR.DOC LOT 23 3~9,87 W / 5'£PTIC ~ W£L£ 50' £AS£M£NT PIZOPOSP-D LOt ] cb 35 ' LOT 34 SEPTIC c~ n £ / & WELL +100' ~ooo DRIVEWAY ~ ~ ~ ~ & WELL fi _~ ~ +~oo' LOT LOT ~ 38B VACANT SEPT[ * MONITOR TUBE / o SEWER CLEANOUT + WELL ~SEMENT NO SURFACE WATER PROPOSED L~CHFIELD NO KNOWN CURTAIN DRAINS -- EXISTING LEACHFIELD WELL/SEPTIC SiTE PLAN ~ OF OWNER: RICK POTTER CONTRACTOR:N(A a EAGLE RIVER ENGINEERING SERVICES ~% ,,LOu,s a, ~)~. P.O. ~o~ ?'23294 ~0~%~ (907) S94-5~95 FAZ' (907) e94-329~ Eagle River Engineering Services Louis Butera, P.E. P.O. Box 773294 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 69'~-3297 fax LEGAL: SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM Lot :34 TISN R1W Sec $ 8/21/97 A. GENERAL 1. The well and septic plan are for a single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Health and State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. $. Alt excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi-family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. It is always recommended that a surveyor locate the nearest lot line position and the location of any easements. 9. Any remaining open test hole excavations shall be filled. B. SEPTIC TANK I. Septic tank shall have a minimum capacity of 1000 gallons and be of MOA approved design. C. TRENCH 1. The trench is to follow the natural land contour to maintain uniform total depth ofthe trench bottom. 2. The bottom of the trench shall be level, plus or minus 1.5". 3. The total depth of the trench excavation is not to exceed ,W at'any point. 4. The effluent line within the trench shall be laid level within 0.03'. 5. The trench gravel is to be covered with typar fabric material. 6. Soil or combination of soil and extruded board insulation to a depth of 3' or equivalent is to be placed over the ieachfield. 7. The area over the trench is to be finish graded to prevent ponding of surface water runoff. 8. The septic tank and leachfield must not be closer than 10ft to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH = &' :~/.Y~ GRAVEL DEPTH = 1' under pipe, 2" over pipe TRENCH LENGTH = 44' TRENCH WIDTH = 5' SOIL RATING = 1.2 GPD/ft5 BEDROOM cAPAcITY = 2 SEPTIC TANK = 1000 gallons Twenty-four (24) hours notice required for all inspections. \1997\97-061-spc.doc Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: 'Et^' DESCR'PT'ONdO + 10 11 12- 13- 14- 15~ 16- 17- 18- 19- 20 DATE PERFORMED: Township, Range, Section: SLOPE WASGROUNDWATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to Water Aller 7, 'ff / Monitoring? Dale: SITE PLAN J~ Reading Date Gross Net Depth to Net Time Time Water Drop ~ /~,,~ ~ '~" ~ t :~ to~,'~ _~ ~" q~" PERCOLATION HATE ~ · ~' (minutes/inch) PERC HOLE DIAMETER __ TEST RUN BETWEEN __ FT AND FT COMMENTS PERFORMED BY: ~*~/~ J' '~ ~~;~"~' CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WiTH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ~ ~ 7 ~ ~'~ ,:,; 72-008 (Rev. 4/85) . ENGINEERING SERVICES i-*: .- ~. P.O, BoX 773294 Eagle River, Alaska 99577 - (907) 694-5195 ERES Project No.: 97-061 : Calculated By: LB ./ ' ' Date: 1/2/96 Legal: Lot 34 T15N R1W Sec 5 TEST HOLE Single Family 2 Bedroom Dwelling Shallow Trench Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = 300 gallons Percolation rate = 2.5 minutes per inch Wastewaterapplication rate= 1.2 gallonsperdaypersquarefoot Required absorption area = 250 square feet Trench width (W) = 5 feet Gravel depth (D) = I feet Required length = Shallow trench factor * Required absorption area / W Shallow trench factor = (W + 2) / (W + 1 +2 D) Shallow trench factor = 0.88 ~,,~ Total Excavation Dept = ~ feet Required length = 44 feet hb • G£ GV Municipality of Anch � - �k t .._ 'L 7 .,� On-Site Water and Wastewater Pr...am 4 � < � �,v� (907) 343-7904 Q A4R 2 — 5 AF (TV ti �b Certificate of On-Site Systems A. .p' ;1:,. 1,cb Parcel I.D. 051 -032-20 Expiration Date: OA // 7 1. GENERAL INFORMATION Complete legal description T15N R1 W Sec 5 Lot 34 Location (site address) 22324 Davidson Drive Current Property owner(s) Rick & Vicki Potter Day phone 227-8007 Mailing address PO Box 670178, Chugiak, AK 99567 Real.Estate Agent. . Day phone 2. TYPE OF DWELLING: LI Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 1 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Q Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: Received by: (./.. ,0J Date: a://// COSA to be released to the engineer,unless otherwise requested by the engineer. COSA Fee $ Waiver Fee $ Date of Payment CaR61pDate of Payment Receipt Number O5 6 Receipt Number COSA# Waiver* 5. STATEMENT OF INSAECTION 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 Anderson Engineering Phone 522'7773 Address PO Box 240773, Anchorage, AK 99524 Engineer's Printed Name Benjamin Schiller Date 4/24/17 tJcfpe .•, '..,r.:r:.- 0 6. DSD SIGNATURE VIM"'. + . . .y> `� System #1 Approved for �`° u�" .. , M y pp 1 bedrooms Ne r. iR J ",�,[;p a `rrr :System #2 Approved for bedrooms o Iv 5 ��y+;:► :� r� o .r • Suety Disapproved 'j p'ffnn.v.•H.�a`( �-7 . ..•"1 ,�+ Conditional approval for bedrooms, with the following stipulaiionS:.. `fie ,�-Y OFA/V �C, O ON-SITE WATER AND sr' /WASTEWATER oz f PROGRAM �3 ��/ ���� '4r7-Qi. \I By: /Gel. (,00-7 ..-c-.-r.----",. Original Certificate Date: J5//I7 The Municipality of Anchors Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet f - c 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 T15N R1 W SEC 5 Lot 34 Parcel ID: 051 -032-20 A. WELL DATA Well type Private If A, B, or C provide PWSID# Well Log (YIN) Y Date completed 9-10-97 Sanitary seal (YIN) Y Wires properly protected (Y/N) Y Total depth 44 ft. Cased to 44 ft. Casing height (above ground) 44 in. FROM WELL LOG AT INSPECTION Date of test 9-10-97 3/17/2017 Static water level 12 ft. 14.5 ft. Well production 15 gpm 1 .5 g p m WATER SAMPLE RESULTS. Coliform 0 colonies/100 mL Nitrate 0.542 mg/L Arsenic ug/L Date of sample: 3/27/1 7 Collected by Anderson Eng B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic / Steel Date installed 7-6-98 Tank size 1 000 gal. Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout (YIN) Y Depression over tank (Y/N) N High water alarm (Y/N) N Date of pumping 1 /9/17 Pumper Sanitary Pumpers C. ABSORPTION FIELD DATA Date installed 7-6-98 Soil rating (g.p.d./ft2 or ft2/bdrm) '2 GPD System type 5-Wide Length 44 ft. Width 5 ft Gravel below pipe 1 ' ft. Total depth * '4" ft. Eff absorption area 250 ft2 Monitoring tube Y Depression over field N Date of adequacy test 3/17/2017 Results (Pass/Fail) Pass For 1 bedrooms Fluid depth in absorption field before test in. Water added 1 50 gal. New depth 3 in Elapsed Time 1440 min. Final fluid depth 0 in. Absorption rate >= 1 50 g.p.d Any rejuvenation treatment (past 12 mo.) (Y/N & type) N If yes, give date *wl insulation, per original inspection report D. LIFT STATION Date installed Size in gallons Manhole/Access (YIN) "Pump on" level at in. "Pump off' level at in. High water alarm level at in. Datum Cycles tested Meets alarm&circuit requirements? E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot >1001 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 >75' Animal containment areas >50' Manure/animal excrete storage areas >100' SEPTIC/HOLDING TANK ON LOT TO: >5' >5' >5' Building foundation Property line Absorption field 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 Water main Water Service line Surface water Driveway, parking/vehicle storage Curtain drain None Noted Wells on adjacent lots >100' F. COMMENTS Inspector verified that there is a cleanout on both ends of the trench, and a monitoring tube immediately adjacent to the far cleanout. G. ENGINEER'S CERTIFICATION ioNta 4# + I certify that I have determined through field inspections and A' ' P.- % review of Municipal records that the above systems are in A(1).'. `"a bei conformance with MOA COSA guidelines in effect on this date. •. Engineer's Printed Name Benjamin Schiller, PE 4,• o Date 4/24/2017 oil,: .imr~ I sawer• P e rkh F.SSI Z� COSA brown sheet 10-10-12.doc LOT 23 I 50' PATENT R.O.W. EASEMENT I 1 N90'00'00"E 329.87'(R) 330.26'(M) I EDGE OF I ASPHALT Hz z w 50' PATENT R.O.W. EASEMENTm GRAVEL_�� ACCESS z w _ _ W o N 3 0 -H COVEREDw AREA T f1 r/7 r]4 UTILITY 3 z 4,� N L CJ 1 c PED p H 6.1'4 A.G. 108,900 S.F. ixri FUEL UTILITY POLE Z b TANK w/GUY ANCHORa Jo a. COVERED A.G. b AREA FUEL ble ce :- BUILDING o U.G. TANK / dco cd ELEC e pl , 31.0. 7.8' c� o 14.2' o O 15'± N DO 12.1' I w P DWELLING--N 0:1 0 36.4' 36'f O ®® j44f4PI W 3 r LO 5 UcYD .G. WELL b q TELE l o 5- 4" PLASTICo 0 el RISER (TYP.) DECK Z O BUILDING ^NO FND GRAVELY DRIVEWAY I - 0.7' NNNI q 1 RECOVERED RECOVERED 3 r: 1-1/2" AL—CAP 1 + BRASS CAP •-f.. N90'00'00"E 329.87(R) 330.26'(M) LEGEND: BASIS OF BEARING (C)=CALCULATED DATA (M)=MEASURED DATA (R)=RECORD DATA PER PLAT ohu=OVERHEAD UTILITIES LOT 39 U.G.=UNDERGROUND TELE=TELECOMMUNICATION ELEC=ELECTRIC NAT.=NATURAL PED=PEDESTAL FND.=FOUNDATION (TYP.)=TYPICAL 1' m 50' I NOTES: 1. EXCEPTING FOR GROSS NEGLIGENCE, THE LIABILITY FOR THIS SURVEY SHALL NOT EXCEED THE COST OF PREPARING THIS SURVEY. 2. THIS SURVEY REPRESENTS VISIBLE IMPROVEMENTS & CONDITIONS ON THE DATE OF SURVEY. 3. THIS DOCUMENT DOES NOT CONSTITUTE A BOUNDARY SURVEY & IS SUBJECT TO ANY INACCURACIES THAT A SUBSEQUENT BOUNDARY SURVEY MAY DISCLOSE. 4. THIS SURVEY SUBSTANTIALLY COMPLIES WITH ASPLS MORTGAGE STANDARDS. 5. TIES TO PARTIALLY MONUMENTED OR UNMONUMENTED PROPERTY LINES ARE ±1 FT. 6. THIS SURVEY PERFORMED FOR VICKI POTTER, IT SHOULD ONLY BE USED FOR A SINGLE PROPERTY TRANSACTION. REUSE OF THIS DRAWING FOR ANY PURPOSE NOT STATED ABOVE WITHOUT THE EXPRESS WRITTEN CONSENT OF ALASKA RIM ENGINEERING, INC. IS A VIOLATION OF FEDERAL COPYRIGHT LAW. EXCLUSION NOTE: 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 PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE LINES. JG ALASKA RIM ENGINEERING, INC. >>�","�����1+t NQS—BUILT 9131 E. FRONTAGE RD. `���- F.•aF..q. ttj PALMER. ALASKA 99645 4�. .• �;I',f�� PH: (907)745-0222 : FAX: (907)746-0222 ? c'.: " °7"•;� . '°•"°'� EMAIL: akrimliolaskarim.com : WEB: www.alaskarim.com 5,'r 4 9TH �� ';# ARE WO: 1700196 FB: 17-02 40 - ... PAGE: 1 of 1 GRID MAP: NW1557 j p , = Engineers: Planners: Surveyors SCALE: 1" = 50' FILE: 1700196AS ��. Robert J. Farmer �o Jsl'•. 10615-5 -1" I HEREBY CERTIFY THAT A MORTGAGE INSPECTION WAS PERFORMED es IPe.,'•''••••-'''•*�°"' 4.:, GOVT LOT 34.DIRECTION ON THE FOLLOWING DESCRIBED PROPERTY: la ��ESS[�NA� SECTION 5, TOWNSHIP 15 NORTH, RANGE 1 WEST, �Ifi�1„��,,,`���� ANCHORAGE RECORDING DISTRICT, ANCHORAGE, ALASKA. ©2017 I• I SURVEYED ON THE 18th OF APRIL, 2017.