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HomeMy WebLinkAboutSTOCKHAUSEN LT 20051 ~ MUNICIPALITY OF ANCHORAGE //~"~ ~--~=~'~ DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION  ENVIRONMENTAL ENGINEERING DIVISION 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME ~ r ~1 ! IPI~ONg.~ .. I ~NEW D ISTANCETO: I~ell ~ ' ~ I Abs~°nar~ Dwelling 6~' ~ ~ Manufacturer ~ ~ Liq~c~ gallons IF HOME.DE: Inside length Width Liquid depth ~ ~ DISTANCE TO; Well Dwelling PERMIT NO, O ~ ~ ~nufacturer ~ / ~ ~ Material Liquid capacity in gallons ~ Foundation _ ~ ~ U inches ~ajeri~ benea' ~ th ~1¢ O ~ = N Top of tile to~ish/gr,~ Total e~sorp~¢ea Length Width ~epth PERMIT NO. ~ ~ Type of crib Crib diameter Crib depth Total effective absorption area ~ WeJl Building foundation Nearest lot line ~ DISTANCE TO: ~ Class Depth Driller Distance to lot line PERMIT NO. ~ Building foundation Sewer line Septic tank Absorption area(s) ~ DISTANCE TO: ~ i.L REMARKS //.,: ....,,__ ,,, 72-013 /78) 825 L Street- Anchorage, Alaska 99501 Telephone 264-4720 ~,~ ~ ~)) ENVIRONMENTAL ENGINEERING DIVISION MAILINGADD~ESS PZ Ma,]ufacturer~', Ma~>(x~'al [ No. of compartments ~ ~ ]L]q'~____~ ~i~r~"~' ]O~(' IF HOME~D~: Inside length Width Liquid depth ~ DISTANCE TO: WellZ'~?- 'I'¢'- Foundation ,q'7~__ t_.~ Nearest lot I;ne PERMIT Length Width Depth - ~ PERMIT ~ ~ Type of crib Crib diameter Crib depth Total effective absorption aroa Class Depth ' ~ Driller Distance to iot hoe PERMIT OTHER APPROVED DATE LEGAL 'S A S gn~n~er~ PERMIT NO. DEPFIRTMENT C~.,,,HERLTH AND ENVIRONMENTRL R OTEPTInN 825 *[ STREET., RNCHORRGE., RK. 99, L 264-4728 C~-.]---S Z TE SEi,4ER F'i~:f'l Z T 800500 > RPPLICRNT LOCRTION LEGRL J. L. WOMRC PETER¢S CREEK LOT 20 STOCKHOUSEN STRR ROUTE BOX 90~0 99567 688-9280 LOT SIZE 20000 SQURRE FEET TYPE OF SOIL RBSORPTION SYSTEM IS: TRENCH MRXIMUM NUMBER OF BEDROOMS SOIL RRTING THE REQUIRED SIZE OF THE SOIL RBSORPTION SYSTEM IS: THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRRINFIELD. THE DEPTH OF R TRENCH OR PIT IS THE DISTRNCE BETWEEN THE SURFRCE OF THE GROUND 8ND THE BOTTOM OF THE EXCRV8TION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRRVEL DEPTH IS THE MINIMUM DEPTH OF GRRVEL BETWEEN THE OUTFRLL PIPE RND THE BOTTOM OF THE EXCRVRTION (IN FEET). RE L-n-.L! ~ ~:EB., '=]EPT I ~l_--':. TR~b:: ~ I ZE= :1. 0 ~-_.-'~ ~-2--~ ~]RL Li]I'-,t_'S;--, PERMIT RPPLICRWT HRS THE RESPONSIBILITY TO INFORM THIS DEPRRTMENT DURING THE tNSTRLLRTION INSPECTIONS OF BNY WELLS 8DJRCENT TO THIS PROPERTY BND THE NUMBER OF RESIDENCES THRT THE WELL WILL SERVE. ...... TI...~Ct ¢-: 2 ) ~ I'-~SF"E,--:.T I Or-tS RRE F-: EL-~ L! IRE[:, 8RCKFILLING OF RNY SYSTEM WITHOUT FINRL INSPECTION RND RPPROVRL BY THIS DEPRRTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTFINCE BETWEEN R WELL RND RNY ON-SITE SEWRGE DISPOSRL SYSTEM IS i00 FEET FOR FI PRIVRTE WELL OR i50 TO 200 FEET FROM R PIJBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL MINIMUM DISTRNCE FROM R PRIVRTE NELL TO B PRIVFITE SEWER LINE IS 25 FEET RND TO R COMMUNITY SEWER LINE IS 75 FEET. OTHER REQUIREMENTS MRY RPPLY. SPECIFICRTIONS RND CONSTRUCTION DIRGRBMS RRE RVRILBBLE TO INSURE PROPER INSTRLL8TION. RES I CERTIFY THRT 1: I RM FRMILIRR WITH THE REQUIREMENTS FOR ON-SITE SEWERS BND WELLS RS SET FORTH BY THE MUNICIPRLITY OF RNCHORRGE. 2: I WILL INSTRLL THE SYSTEM IN RCCORDRNCE WITH THE CODES. ~: I UNDERSTRND THRT TilE ON-SITE SEWER SYSTEM MRY REQUIRE ENLRRGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THRN ~ BEDROOMS. SIGWED: ......................................... RPPLtCRNT J. L. WOMRC I :,:,_IE[ .......................... V4. 0 r.lLIl'-..I · C: I F'FtL · T'T' . L--IF FtI'--IL~--HC.~RRL~E [:,EPR~.TP1ENT rF'~'-, HERLTH RNE:, EN ¥ ~ F _ NhlENTHL F/--~OTECT ! ON ~ ;=-:2_";-, '"L 'STF:EET.. RNCHORRGE. FtK. '?~ ~L ,' '-2 ~34 -4720 '_=-i..E I-.-IE F~ F:'EE:t'I I T LOT SIZE ~;~;~;~;~;~;~;~;~;~(o~ SC!I_II~F:E FEET SOIL E'RTING (S~P FT,.'"BR>= [,~(~ F:EOIJIF:ED SIZE OF THE SOIl...FIE:SON:PTION S'¢STEH iS: ,EF. TH=: ¢! L E r...i,3 T H =_= ~ ~! ,Y_~ F~.* F4 "..-' E L_ THE LENGTH [:,IHENSIOfl IS THE LENGTH <IN FEET> OF THE TF?.EHE:H ON DRRIHFIEL[:'. THE OEPTtt OF ?1 TRENCH OF.' PIT I-q TH'E BI¢;';RNL-'E E',ETNEEf~ THE SI_IRFRCE OF THE GF:OUHD FiND THE E;OTTOH OF TliE ENCRN,'RTION <IN FEET>. THENE IS NO SET 14IDTH FOR TRENCHES. THE GF.'R'v'EL DEPFH IS THE HINIHLtf'I DEPTH OF GRRVEL BETHEEN THE OLITFFtLL PIPE RI-lO THE E~OTTOH OF THE EXCRVRTION <IN FEET>. :E,;,I IIF-:r;_[:-, SEF'I-IC -'FF4r-4K SIZE=; /0(90 .... TP LIT'¢ TO INFOF.:N THI:5 DEPFiRTHEIIT DI..IF. TI~IG YHE ~iHIT RF'F'LIE:FtNT HRS THE F~ESF',..~z .... I I:,TRLLfl ION IN%F'EC:TIOHS OF flt-l'¢ HELL:, AC, JFtC:ENT TO THISi FELFEF. 1 ~ Atl[:, THE .IHE:EEt IDF RESIDENCES THRT FHE HELL HILL SERVE. ..... TI.I~], ( ;~ ?, I [-I:SPE~Z-F I ~3~qS FIE:rE r4:EC~l._l I iC}(FILLING OF RH'¢ _,,:,TEfl HITHOUT FINk~L IHSPEE:TION RN[:, RPF'N:OV~L B'¢ [F'flF:TI'IEt'tT HILL E:E '$UE:.JECT TO 'HIHIJpI [:,ISTflNCE E:ETHEEN ~ HELL RND Rt4Y OH-SITE SEHRGE [>ISPO'SRL S'¢STEH )O FEET FOR R F'¢:IVFiTE HELL iR ~513 TO 2130 FEET FE:OH Ft F'I_IE',LIC HELL :'i]U THE -F'¢F'E OF F'I_IE:LIr-: NEt L. ;HIf'ILIH [:,ISTRNCE FROH th F'RIVRTE HELL TO R PNI'v'~TE $EI.IER L[HE IbX 2~1 FEEF FtH[, .... .E,,IER LIHE IS ~'5 FEET i Ft FFII'IHIINIT'¢ c , , ]_L [_OG'¢ FiRE [:E;d]IRED flf'iC, HLI'ST E:E ~ETI_I~iNEE:, TO THE [,EF'HRTHEHT HI FHIti : THff HELL COHPLETIOH. 'HER F'EC!UIF/E'IENT$ HF¢¢ RF'F'LN'. SF'EC:IFIIZ:RTIOHS RHD CFNST~;'IIE:TIO'i OIRGI4:~F'IS FIRE .'FtiLflBLE TO lt-iSI.IF:E F'&2[F'EN' INGTF)t_LRYIOH. E:ERTIF'¢ THRT Rt.1 FRf.II[_IRE: 14ITH THE REOLIIRtEHENFS FOR ON-SiTE SE[.IERS RN[;, HELLS RS SET B',' THE HUHICI HILL INSTRLL THE S'¢$TEH IH RCCONB, RHCE HIFH THE CODES. UHDENSTRND THRT THE ON-SITE $El,lE[: S'¢¢TEH r'lR'¢ [%QI]IE:E ENLRRGEHENT IF THE · .5IC, ENE:E I¢ REP1OB, ELED TO INCLUDE f'lONE THRN 2 E'EDROOH$ flF'F'L I ]:RHT iV~Ui~HCIPALITY OF ANCHORAGE SOILS LOG Pouch 6-G50, Ancharage,~.,~lnska 99502 276-222~ SOILS LOG --/ERCOLATION TEST ' SLOPE SITE PLAN I '7-O~ 2 7~ 10 11 12 13 14- 15- 16- 17c- 18- 19- 20 ~WAS GROUND WATER IF YES, AT WHAT DEPTH? PERCO LAT{ON TEST COMMENTS PERFORMED BY: Gross Net Depth to Net Reading Date Time Time Water Drop ¢ (minutes/inch) PERCOLATION RATE TEST RUN BETWEEN FT AND FT • • Municipality of Anchorage • , On-Site Water and Wastewater Program < (907) 343-7904 SA CT? CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel LD. 051-062-26 Expiration Date: Li- 2- 143 1. GENERAL INFORMATION Complete legal description STOCKHAUSEN LOT 20 Location (site address) 23905 HOMESTEAD ROAD,CHUGIAK,AK 99567 Current Property owner(s) GARY PERKINS Day phone Mailing address PO BOX 670263, CHUGIAK,AK 99567 Real Estate Agent Day phone 2. TYPE OF DWELLING: Single Family (w/wo ADU) EI Duplex Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 3 TYPE OF WASTEWATER DISPOSAL: 4. TYPE OF WATER SUPPLY: Individual Individual Well Holding Tank El Individual Water Storage Community El Community Class Well El Public Sewer 0 Public Water System WaiverNariance request for: Distance: Received by: ,420,-"A1 , .Date: 1/...q/j COSA to be released to the engineer,unless ot//requested by the engineer. COSA Fee $ Waiver Fee $ Date of Payment /a) 6i Date of Payment Receipt Number 013P0-0 Receipt Number COSA# C7CtWSSZe, 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 ARCTERRA CONSULTING,INC. Phone 868-3791 Address 20441 PTARMIGAN BLVD., EAGLE RIVER,AK 99577 Engineer's Printed Name KENNETH M. DUFFUS Date 11/11/2017 THIS COSA DOCUMENT CANNOT BE USED TO TRANSFER TITLE UNLESS ALL VENDORS(ENGINEERING,SURVEYING,CONTRACTORS,ETC...ASSOCIATED WITH THIS COSA ARE PAID IN FULL AT OR BEFORE CLOSING. Engineer's Comments: This investigation was completed in compliance with ADEC and MOA regulations. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes inland use, local soil characteristics, groundwater levels that may fluctuate during the year and the water usage of the family being served by the system. The operational life of all well and septic systems are subject to these various and dynamic characteristics and are outside the control of the evaluator of the well and septic system. Therefore,ArcTerra can not give any estimate of how long a system will function satisfactory for current or future occupants or can ArcTerra guarantee that no unseen ��",k. encroachments,deficiencies or discrepancies exist. _ T 1 6. DSD SIGNATURE ;__,1/4:4$ TI1k41111kx' System #1 Approved for 3 bedrooms. �, ` - KENNETH p... / System #2 Approved for bedrooms. i tr,F ' ���/ 1 �" # 'r Disapproved. ‘ Conditional approval for bedrooms, with the following stipulations: ----1--Z. S/04-L.C._ ---6,.....k 1 s "17 PairS �, A ”, _Q,60 AA Qo AiectiS\ to 4 NC v d GVeArs ( Q ►\ , ( )re v\. ' friv•e f % (11-6 r AQI\ (J R \,s.,(-\PLITY O By: J ^-� Original Certifica D I V 4 T "An w - 171 r, The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site.tJtenig/1kyc�f��t4) bei only upon the representations given in paragraph 5 by an independent professional civil engineer registered in State of AIgJc Theera"bipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. SFRVIC .S . _ 7. ATTACHMENTS: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet 10.10-12.doc 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: STOCKHAUSEN LOT 20 Parcel ID: 051-062.26 A. WELL DATA Well type PRVT If A, B, or C provide PWSID#_ Well Log (Y/N) N Date completed UNKNOWN Sanitary seal (Y/N)Y Wires properly protected (Y/N)Y Total depth 59'+ ft. (BASED ON READINGS) Cased to ft. Casing height(above ground) 18 in. FROM WELL LOG AT INSPECTION Date of test -- 10.31-2017 Static water level -• ft. 58 ft. Well production -- g.p.m. 5.1 g.p.m. WATER SAMPLE RESULTS: Coliform NEG colonies/100 mL Nitrate 8.67 mg/L Arsenic: ND ug/L Date of sample: 10/31/2017 Collected by: ARCTERRA B. SEPTIC/HOLDING TANK DATA Tank Type/Material SEPTIC I STEEL Date installed 9/26/1980 Tank size 1000 gal. Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout(Y/N) Y(Inside box outside foundation) Depression over tank(Y/N) N High water alarm (Y/N) N Date of pumping 10/16/17 Pumper JRs C. ABSORPTION FIELD DATA Date installed 9/26/1980 Soil rating (g.p.d./ft2 or ft2/bdrm) 130 System type DEEP TRENCH Length 44 ft. Width 2.5 ft. Gravel below pipe 6 ft. Total depth 9_5 ft. (Measured 10/31/17) Eff. absorption area 528 ft2 Monitoring tube Y Depression over field N Date of adequacy test 10-31-17 Results(Pass/Fail) PASS For 3 bedrooms Fluid depth in absorption field before test 47 in. Water added 460 gal. New depth 56 in. Elapsed Time: 1440 min. Final fluid depth 46.5 in. Absorption rate >= 450 g.p.d. Any rejuvenation treatment(past 12 mo.) (Y/N &type) N If yes, give date D. LIFT STATION Date installed _ Size in gallons Manhole/Access (Y/N) "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 *86'+1. On adjacent lots 100'+ Absorption field on lot *95'+I- On adjacent lots 100'+ Public sewer main 75'+ Public sewer manhole/cleanout 100'+ Sewer/septic service line_25'+ Holding tank 100'+ Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPTIC/HOLDING TANK ON LOT TO: • Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main 10'+ Water service line 10'+ Surface water 100'+ Wells on adjacent lots *95'+/- 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 50'+(NONE KNOWN) Wells on adjacent lots *95'+/- F. COMMENTS Well is located in half basement with drain to native soils. *Previous MOA separation approval for subject and adjacent wells. Septic tank appears to be functioning normally,but is approaching the end of its useful life. Well scoped and new sanitary seal I wiring installed by Hefty Well. G. ENGINEER'S CERTIFICATION I 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. i�� OF A�,4 Engineer's Printed Name KENNETH M.DUFFUS 1— 4 Date 12/0412017 :)49 T 1-i , * `2%/ COSA canary sheet_2-6-15.doc ,P KENNETH pftn Air \_+4111". Municipality of Anchorage • •, 7 r Development Services Department .0". te... ..: Building Safety Division K Rig " SAW M On-Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage,AK 99519-6650 www.muni.org/onsite (907) 343-7904 Nitrate Advisory Certificate of On-Site Systems Approval # OSC 171556 A Certificate of On-Site Systems Approval inspection and test of potable water was recently conducted on the well water supply on Block , Lot 20 of Stockhausen subdivision. This inspection revealed a nitrate concentration of 8.67 milligrams per liter (mg/L) was reported for the property's well water sample. The Environmental Protection Agency (EPA) has established a maximum contaminant level (MCL) of 10.0 mg/L for public drinking water systems. While private wells are not subject to this regulation, EPA standards are basedon existing health information and can therefore be used to gauge the relative quality of water from private wells. Please see the attached "Nitrate Fact Sheet" for important information regarding nitrate. This advisory must be attached to all copies of the subject Certificate of On- Site Systems Approval. Nitrate Fact Sheet From Northern Testing Laboratories,Inc. Nitrate is a negatively charged compound of nitrogen and oxygen, which is very soluble in water. Nitrate is not readily filtered or otherwise removed in the soil and can pass rapidly into ground water wells. SOURCE: Nitrate is a major component of fertilizer and wastewater. Often the nitrate is in the form of ammonia or protein first, which through contact with oxygen and certain bacteria, converts to the oxidized form known as nitrate. Sources of nitrate from wastewater include urea, ammonia cleaners, food solids, and bacterial cells. It may also result from the breakdown of organic matter buried in the soil. TOXICITY: Nitrate is generally not toxic to adults or children over the age of two or three years, but is associated with a potentially fatal infant disease called methemoglobinemia. In the digestive system of young children, nitrate converts to nitrite, which can pass through the intestinal wall into the blood stream. There it combines with the hemoglobin and interferes with the ability of the blood to carry oxygen. For this reason, methemoglobinemia is referred to as "blue baby" disease. The EPA limits the concentration of nitrate in public drinking water supplies to 10 mg/L. The standard has been lowered from a previous level of 45 mg/L set by the US Public Health Service and the World Health Organization. TREATMENT: due to its solubility in water and negative ionic charge, filtration and other common home water treatment systems such as softening or iron filtration does not readily remove nitrate. The best method for limiting nitrate in well water is source control. This can include avoiding overdosing of fertilizer near the well and maintaining good separation distances between septic tank leach fields and the well. A special anion exchange filter that contains a media with a strong affinity for negatively charged ions in water, or by a reverse osmosis treatment system or distillation can remove nitrate. TESTING: Nitrate analysis is usually done by one of the several "wet chemical" methods using a spectrophotometer to read the final color endpoint. Specific ion electrodes also can be used to detect the activity of nitrate in water. This laboratory uses several different wet chemical methods approved under the public water supply laboratory certification program. They also have test kits available, which the laboratory uses to perform an inexpensive "screening test", and with which the homeowner can monitor the change in nitrate levels from their well. They recommend comparing the test kit results against a certified analysis from the lab occasionally to verify the accuracy of the kit. We recommend using a specially prepared bottle that has been rinsed in hydrochloric acid for collecting samples. .............. i IWELL Lot 17 I csfi- N 90'00'00"E 150.00' �� 25.0' tu \ -12.1'x12.1' SHED �u \ SEPTIC / \ PIPES cL Lot 20 ''' \\ 26,118 s.f. \ u \ / N N. I Ceo Lot 19 ,-•,-� \ • \ h W /7.4' - i'• •• 1 , _ J 16.3' 'tom CHAIN—LINK FENCE o / w I w oo Ce N ) 4.9'x9.4' STAIRWELL b\ I o N & STORAGE 0 Z 24.4' 014.3 RADIUS O / a I Z 1 STORY RESIDENCE pRO1ECTIVE w/ DAYLIGHT BSMT N R_100' 3.5' 7.5' 6.0' I > Q �5.1'N ' - - / ��-. � N14.3� \___ WELL 1ct•wI / .� ^ WELL ENCLOSURE Ni 1.1'x 1.9' CANTrn / - - -zz—lV- - - _ I l \8.33'x 12.0' DECK N 90'00.00"W 150.00' HOMESTEAD ROAD // EASEMENT PLOT PLAN AS BUILT _X SCALE 1" = 40' GRID NW 1460 Project No. 17-425/A1 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates , inc . (907) 522-6476 Phone ,zooO%p0 (907) 522-4625 Fax ao F �Qp Professional Land Surveyors kenOlangsurvey.com o p jonathanOlangsurvey.com 0�� '. . 4 '9s 0 I hereby certify that I have surveyed the following described property: 0g� 9°TH %\ �OQd LOT 20, STOCKHAUSEN SUBDIVISION (PLAT P-450) * •. `� — •. * Q Anchorage Recording District, Alaska, and that the improvements situated thereon are V within the property lines and do not encroach onto the property adjacent thereto, that ... r D no improvements on the property lying adjacent thereto encroach on the surveyed ... •"KENN ' ''i"' G',,<.x.0 premises and that there are no roadways, transmission lines or other visible 0 ‘2, easements on said property except as indicated hereon. O (41.-1 .'-f .DSO ii) 4p l '••.� 5 02.••''c,Jo Dated this the y Day of i-4/~)i r'1<:'v- 1✓'z•`,- , "'-{.)l'j , at Anchorage, Alaska Q A Na© A'' Ra�SSiONN-�6 It is the responsibility of the owner to determine the existence of any easements, D�pOoo' '' covenants, or restrictions which do not appear on the recorded subdivision plat. AECC963 • IWELL Lot 17 II ( I H J(i) c' N 90'00'00"E 150 40' �' 25.0' \ 12.1'x12.1' H s I \ EPT tv O / \ PIP'S cZ� Lot ZO .410026,118 s.f. 1� /W N / / i� S1 \ /\ Ce N / 1 0 / cP �\ N Lot 19 / r \ •. • c --- \ W ( J /7.4' •1 w CHAIN—LINK FENCE o / i 8.3' lr '�.� O LL,) W O o .1‹ O ) 4.9'x9.4' STAIRWELL o\ 0 / o N "`1 f• & STORAGE o / " 1 CD z4.a' of RADIUS 1 z 1 STORY RESIDENCE PROTECTIVE I W/ DAYLIGHT BSMT. N1� R=100 3.5' 7.5' 6.0' 1 �s.i N J Q N1a.3' WELL - / _�W 4 / WELL ENCLOSURE 1 0 N 1.1'x1.9' CANT N/ Y ro q. \8.3'x12.O' DECK N 90'00'00"W 150.00' / 30' ROAD HOMESTEAD ROAD / EASEMENT PLOT PLAN AS BUILT _X SCALE 1" = 40' GRID NW 1460 Project No. 17-425/A1 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & Associates , i n c . (907) 522-6476 Phone a �000pp(907) 522-4625 Fax Professional Land Surveyors kenOlangsurvey.com jonathanOlangsurvey.com 0% . ;‘4"—...."7. o o� I herebycertifythat I have surveyed the followin describedproperty: P�49THF.......A�, C�0 pp0 VvA LOT 20, STOCKHAUSEN SUBDIVISION (PLAT P-450) A Anchorage Recording District, Alaska, and that the improvements situated thereon are within the property lines and do not encroach onto the property adjacent thereto, that Q no improvements on the property lying adjacent thereto encroach on the surveyed Q Q VO•'•f,1 •. •KENN NG f.•` premises and that there are no roadways, transmission lines or other visible O• , • �' D easements on said property except as indicated hereon. °00‘..'... qt•lp 4 4' -5 . c•P, Dated this the Day of (r(•,en n7),,,fu, `. , , , at Anchorage, Alaska �4`a,o�, '••••••• .NQ, 40oOfiESSI0NP �4 It is the responsibility of the owner to determine the existence of any easements, Oppoa."' covenants, or restrictions which do not appear on the recorded subdivision plat. AECC963