HomeMy WebLinkAboutGIRDWOOD ORIGINAL TOWNSITE BLK 2 LT 2Girdwood OriginaI Townsite Block 2 Lot 2 #075 - 152 - 02 ,.e. Jtl J 2 F 6 171'7, F WdllLog i.,,,, ,.„..., „..,., . , ...._ <!:{Ct 0,-:;.:f:: _.i;,.. -L''';,-7 = Drilling started:07 22:2010 07:22 2010 City.. Borough: Subdivision: t3LO( is. 1.OT Property Owner Name fi Address: Jacob Young Girdwood Original Townsite 2 2 9021 Amanda Circle Anchorage. AK 99502 Meridian Township R.ancte S:'.eriOil /=t of s of a of ' a BOREHOLE DATA(from top of easing)Depth Materia!: Type Color 84. wetness From -i-0 Drilling method: (X ) Air rotary. t ) Cable tool. Other— i — Well use: t ) Public supply_ (X) Domestic. Other stickup 0 2 Depth of hole: 80 ft, Casing stickup: 2 n Casino type: steel Thickness: .250 inches sand & gravel 2 8 Casing diameter: 6 inches caving depth: 80__-_ ft Liner type: - Diameter: - inches Depth: - ft wet sand & 8 18 static water (frost top 0< casing): 3 ft on 07:22:2010 gravel Pumping level s yield: feet atter hours atFpm Recovery rate: 30 ,pm. Method of testin"-: airlift sand & gravel w/ H2O 18 30 Development method: airlift 1)uration: 1 hour wet clay 30 40 Well intake opening r pc: (X) Open end. ; ) Open hole. Other Screened: Start: - ft, Stopped it gravel w/ H2O & clay layers 40 76 Screen type: - Slot mesh size: - Perlorated: Stan: - ft. Stopped: ft coarse gravel w/ H2O 76 80 -- - - Stag: ___ -- It_ Stopped: It Note: Grout type: bentonite volume - Depth; from ground surface to 20 r; Pump intake depth: ft Pump size: hp. Brand nanic: Was well disinfected upon compietiont X) Yes_ ( ) \o Method of disinfection:Calci.um._Hypochlorite..(Chlorine)._ Driller comments: disclaimers: V, ell driller name: Curt Hefty Company name: Hefty Drilling, Inc. Mailing address. 3540 Akula Dr. r-;tt-Anchorage State: AK Zip 99516 Phone number : t 907 ) 345 - 0593 fax:345-4700 Drillers signature: Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Section 4700 South Bragaw St. P.O_ Box 196650 Anchorage, AK 99519-6650 Www.muni.org/onsite (907) 343-7904 Attention: Property owner shall provide a well log to the DSD within 60 days of well completion. Permit Number: OSP 101088 Date of issue: ,1tily/ 01/7011 Parcel Identification Number: Is well located at approved permit location:' t x) Yrs or ( ) No ..."*.limammeamem 'Pump Installation Log gika or;5„i LOCATION: 1 • , ABOVE GROUND CASING NAME: c,--)C:-cob 10 4,0,15 DATE: 0 LEV.= Pitless Adapter Manufacturer's Name: C‘...njot' k Pitless Adapter Installer: P-141 i') C PUMP TYPE L. 0. MAKE MODEL jo c) QC -1 07 - a.00 SERIAL t Pump Motor DROP TYPE: Type 1/ L._ Size I 11 Condition V e c.v/ POWER CABLE: T)98 4 -C -Size /1/1C)Ilk Condition RiM11/. ELECTRICAL: Volts 23 Amps WATER TANK: Type Size ViEU. CAN Q Sae CASED HOLE: From INTAKE STRUCTURE: Type From OPEN HOLE: From (1.7 Dia. Type To 6o Oeti 1a To To COMMENTS: well was disinfected upon completion. method: calcium hypochlorite. Water Wel 1 and Puny Service Anchorage, Alaska (907) 345-0593 .1.1SalbgefTe ANALYTIC A (AMP Jacob C.Young Attn: Mr. Jacob Young PO Box 1653 Girdwood, AK 99587 (907) 336-5002 Fax: Client Sample ID: Sampling Location: Client Project: Sample Matrix: COC #: PWS#: Residual Chlorine: Comments: 283 Old Dawson, Girdwood, AK 99587 Well -Safe Testing Drinking Water Lab#: A1112027 -01A Analytica Anchorage 4307 Arctic Boulevard Anchorage, AK 99503 Phone: 907-258-2155 Fax: 907-258-6634 Report Date: 12/15/2011 Receipt Date: 11/30/2011 Sample Date: 11/30/2011 Sample Time: 1:00:OOPM Collected By: JY Flag Definitions: MRL = Method Reporting Limit MCL = Maximum Contaminant Limit B = Present also in Method Blank H = Exceeds Regulatory Limit M = Matrix Interference J = Estimated Value D = Lost to Dilution ** = RL higher than MCL; target not detected TNC = Too Numerous to Count - result rejected CF = Confluent Growth - result rejected TCNG = Turbid Culture No Growth - rejected Analysis Method Parameter Result Units Flags MRL Prep Prep Analysis MCL Method Date Date Analyst 9223B -PA (Aqueous) - Coliforms in DW E. Coli Pass PASS/FAIL Total Coliform Pass PASS/FAIL Lab#: A1112027 -01B Test was conducted by: Analytica - Anchorage 1.0 1 11/30/201111/30/201 ]KM 1.0 1 11/30/201111/30/201KM Analysis Method Parameter Result Units Flags MRL MCL Prep Prep Method Date Analysis Date Analyst 4500-NO3E (Aqueous) - Nitrate -i -Nitrite pres Nitrate -Nitrite as Nitrogen <MRL mg/L Lab#: A1112027 -01C Test was conducted by: Analytica - Anchorage 0.10 10 12/12/201112/12/2011MC Analysis Method Parameter Result Units Flags MRL MCL Prep Prep Method Date Analysis Date Analyst 200.8/200.8 (Aqueous) - Family Well Water I Arsenic <MRL ug/L Test was conducted by: Analytica - Thornton 0.15 10 200.8 12/9/2011 12/9/2011 RM Page 3 of 3 On -Site Water 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: OSP101088 Tax Code Number: 07515202000 Work Type: Well Initial Permit Effective Dates: July 01, 2010 Design Engineer: Subdivision: GIRDWOOD ORIGINAL TOWNSITE to July 01, 2011 Site Legal Address: GIRDWOOD ORIGINAL TOWNSITE BLK 2 LT 2 G:5112 Owner/Address: YOUNG ERLING J & YOUNG JACOB C -A 9021 AMANDA CIRC ANCHORAGE AK 995025509 Site Mailing Address: Lot Size in Sq Ft: 6000 Total Bedrooms: 2 This permit is for the construction of: N Disposal Field N Septic Tank N Holding Tank N Privy Y 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. Received By: Date: Issued By: Date: 0519 5 Parcel I.D. Municipality of Anchorage Development Services Department 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 O75- /52 2 Property owner(s) C;wb t\��� � YUuI lc, Zip Code ea SW -- Zip Zip Code 90z1 ,A WKavI co )44.1. ,1)c Day phone 382-- 6 5-7g Mailing address Site address NN rel Oat,[st Legal description (Sub'd., Block & Lot) 6 iChvbatit Or/ "1 v4 folmosk, �j/oeL tifnt Legal description (Township, Range & Section) Lot Size ()D'O Sq. Ft. Number of Bedrooms 644 Sriz, THIS APPLICATION IS FOR (Eall that apply): Absorption Field Septic Tank Holding Tank Privy Private Well Water Storage 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 of propertyner or authorized agent) Permit/Rush Fees: _2 d '0 Waiver Fees: Date of Payment: -p7 / $ —/ O Date of Payment: Receipt Number: 0 / G% 21 Receipt Number: (Rev. 11/05) PROPOSED FINISHED FLOOR ELEV. (ASSUMED) 20.7 - o`" / ®.......... SHED . 7 ... OVE ....._ _ ... SHOUSE ' 3 1 15' A4fr, FIA, 72000 2' ROOF.....-...... . HANG...:....... O PROP' 0 'r NOTE: ELEVATIONS ARE 1972 NGS ADJ. S 72 E= 18.20' la 1 ° ?•O. D — N� �, /.1\ 1965 t o ` Jl O it � PROPOSED BUILDING CORNER ELEV. (ASSUMED) 19.7 ZONING DISTRICT GC3 FRONT BUILDING SETBACK 13' SIDE BUILDING SETBACK 10' REM BUILDING SETBACK 10' ROOF OVERHAN 100' I•,eVw/ 141.a1/ I,17C 720 2s'' .. GRAVEL...... DRIVE......... CO rye, O O` (lig 110-C_ SURVEY CERTIFICATION ..�ovr'r liiiii .•�E q4.� 44 4.�P••...................,;�1� /—J..... ' /ANCHORAGE, / 9, �• , ah �_\ / (T,/ 1" "•'oBERT . �o. ,-- R.• • �' 9 .. 4 —s �� s '• • ��°,. •'•., ,.•••• . Pa .. es**. �l ��WMi��ssion6:�•4 `/ 2 0 S It . ; = ,i�� * . Prepared by Robert E. Johns, Jr. & Assoc. Professional Land Surveyors 1700 BRINK DRIVE ALASKA 99504 PLOT PLAN I hereby certify that i how physically surveyed the lot drawn and described hereon, and that I haw found or established all of the lot comers as shown on the plan and to the best of my knowledge and abiitles, all dimensions have been measured we and correct. FOUNDATION AS -BUILT I, Robert E Johns, Jr., hereby certify that I have performed an As—Built survey of the foundation on this lot and that all the dimension. and information as shown hereon ore we and no encroachments exist unless °"""�" FINAL STRUCTURE AS -BUILT I, Robert E. Johne, Jr., herebyaero that I haw pertonned an As—Built rvey of thestru the dimensions ^noenmis lot °�^ '� wrist aro we and no oneroachmonts exist unless shown otherwise. Scale: 1" = 30, J Rec. Lot S.F. Rec. Plat File No. ,� y' a Date Surveyed: '� 6/14/10 Drawn by REJ Checked by J M K Date Drown: 6/14/10 Grid: SE5112 W.O.'"°'" 1169 Legal Description: LOT 2 BLOCK 2 U.S. SURVEY 1177 GIRDWOOD TOWNSITE • LOT SURVEY • FOUNDATION AS -BUILT AS -BUILT -BUILT ... CORNERS SURVEY TYPE CORNERS SET SET REBAR m DRAINAGE 0 FOUND REBAR SYMBOLS LOT SET SURVEY ... TOPOGRAPHY • RECERTIFICATION AS—BUILT ... NO 11 ASPHALT • FINAL STRUCTURE I Q"a• *1 O. PLOT PLAN ... AS ' WOOD FENCE I CONCRETE FENCE Will WOOD DECK ' AS—BUILT ... NO I 004 ASSUMED ELEV. X X X METAL PLOT PLANS & LOT SURVEYS • PRIOR TO RELATIVE PLAT. NOTE: GROUND AND VISIBLE WILL BE SIDEWALKS, DRIVEWAYS, LOCATION, ONLY. SNOW FROM BEING SEEN AND LOCATED. UNLESS OTHERWISE NOTED. IT IS THE RESPONSIBILITY OF THE BUILDER OR OWNER, CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE TO FINISHED GRADE AND UTILITY CONNECTIONS AND TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION ONLY THOSE IMPROVEMENTS ABOVE SHOWN. FENCES, WELLS, SEPTIC CLEANOUTS, ETC.. ARE SHOWN IN THEIR APPROXIMATE MAY PREVENT SOME IMPROVEMENTS ALL DISTANCES ARE RECORD UNDER NO CIRCUMSTANCES SHOULD AN AS -BUILT BE USED FOR CONSTRUCTION OR FOR ESTABUSHING BOUNDARY OR FENCE LINES. THE SURVEYOR TAKES RESPONSIBIUTY FOR THE INITIAL TRANSACTION ONLY AND ASSUMES FINANCIAL LIABILITY ONLY FOR THE COST OF THE SURVEY. LISTED DISTANCES PREVAIL OVER SCALING. REPRODUCTION MAY CAUSE ERRORS IN SCALE. DATE SCHEDULED / / TIME SUBDIVISION GIRDWOOD ORIGINAL TOWNSITE INDICATE NORTH INSPECTOR BLK/LT/TRACT BLK 2 LT 2 N is SIZE MAIN: CONNECT LOCATION: TYPE MAIN: z.(o`SWoF' 1Fwg.vert?L�t�IE (coQN� DEPT AT MAIN: D AT PROP., LINE 5' COMMENTS INSPECTED BY:Z,. G,, c1l DATE: Municipality of Anchorage On -Site Water and Wastewater Program (907) 343-7904 Certificate of On -Site Systems Approval Parcel I.D. 015- le; -6; 1. GENERAL INFORMATION Expiration Date: tP 'b --8-t` Complete legal description L -C 2 4Liz_7/ wry C112-OLAT‘50a o;2hL<rr fE- ]U nj5tZ Location (site address) ' 53 CLQ t9llws (-JAI Current Property owner(s) &42_,/roc. y vuvv 4 Day phone 29 6' 24 Sze, ^qJ Mailing address 70 4 4-nvlrra4 Cacti= Ort it Real Estate Agent Day phone 2. TYPE OF DWELLING: Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 2. 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well rE Individual ❑ Individual Water Storage ❑ Holding Tank ❑ Community Class Well n Community ❑ Puhlic VVater System ❑I Public Sewer IaX WaiverNariance request for: t`,A.�L c f'4: Distance: { C. Received by: COSA to be released to the engineer' unlessotherwise requested by the engineer. Date: COSA Fee $ Date of Payment I / Co' 1 Receipt Number 0 351 al COSA # DSC 1 } 1 OpU Waiver Fee $ 11 ?-2- —Date of Payment Receipt Number 0 3561D- I Waiver# 05eiLl oo5 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 Address Engineer's Printed Name &72,1-,t TuALIQ y(7uNJ Q 6. DSD SIGNATURE I0""''' System #1 Approved for bedrooms System #2 Approved for bedrooms Disapproved Conditional approval for Phone Date .m 01- .E ..,.>s S 4).1 49TH �� • L � G JOHN YO? r •• CE 8778 .rOe jtlt40• •••L°a,q t:i Pnnf,FES;'] bedrooms, with the following stipulations\oci.s • '1/4-' c(1/4( AtivAir S -4 -) AQP {-/Y0 -y ON-SITE WATER AND "' ---c0,4PROGRAM -92,14r SPRtf By: Original Certificate Date: -8 ' The Qr4xinigrality chorage 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 Septic System Advisory Well Flow Advisory COSA blue sheet i c Nitrate Advisory Arsenic Advisory Other 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: COT Z/ 'tL1L Z t' t;i12i%WUI30 A. WELL DATA c/L C4 .J? L txmN ;TzL. Well type 3>taIiG If A, B, or C provide PWSID # Well Log (YIN) Date completed 7/200 Sanitary seal (Y/N) / Wires properly protected (YIN) 7 Total depth td ft. Cased to 2D ft. Casing height (above ground) in. FROM WELL LOG AT INSPECTION Date of test 672 o 1/4/,q Static water level 3 ft, f&; odi Lu�n p 67 ft. ( & u?_ a v P 034s rn14) g c.W�Srrtii Well production 3 O g.p.m. &L- g.p.m. WATER SAMPLE RESULTS: Coliform 44- colonies/100 mL Nitrate 0141 41 mg/L Arsenic -- ug/L Date of sample: 12// To Collected by: Er i ' 10utici B. SEPTICIHOLDING TANK DATA'AM- Tank Type/Material Date installed Parcel ID: Q 7C /52. O 2 Tank size gal. Number of Compartments _ Cleanouts (Y/N) Foundation cleanout (Y/N) _ Depression over tank (Y/N) High water alarm (Y/N) Date of pumping Pumper C. ABSORPTION FIELD DATA—M- Date installed Soil rating (g.p.d./ft2 or ft2/bdrm) System type Length ft. Width ft. Gravel below pipe ft. Total depth ft. Eff. absorption area ft2 Monitoring tube _ Depression over field Date of adequacy test Results (Pass/Fail) For _ bedrooms Fluid depth in absorption field before test in. Water added gal. New depth in. Elapsed Time: min. Final fluid depth in. Absorption rate >= g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) If yes, give date D. LIFT STATION --AM Date installed Size in gallons "Pump on" level at in. "Pump off" level at in. Datum Cycles tested E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot N� Absorption field on lot !`l� Public sewer main a3 t-7- Sewer -7Sewer /septic service line 3 eJb Animal containment areas Manhole/Access (Y/N) High water alarm level at in. Meets alarm & circuit requirements? On adjacent lots 714" On adjacent lots / (19 Fr- � Public sewer manhole/cleanout / q / r Holding tank /44 Manure/animal excrete storage areas GW FT SEPTIC/HOLDING TANK ON LOT TO:—AM Building foundation Property line Water main Water service line Wells on adjacent lots ABSORPTION FIELD ON LOT TO: WA - Property line Building foundation Water Service line Surface water Curtain drain Wells on adjacent lots F. COMMENTS Absorption field Surface water Water main Driveway, parking/vehicle storage 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. Engineer's Printed Name Sl -g"; Jo vkJ your) 4 Date Veit COSA brown sheet 10-10-12.doc January 8, 2014 Municipality of Anchorage Subject: Request for Waiver This letter is a formal request for a waiver from the 100 foot separation between a water well and sewer manhole/cleanout as required by Table A-1 in Section 15.55.060 of the Municipal Code. The property is Lot 2, Block 2 of the Original Girdwood Townsite. The well was drilled in error approximately 92 feet from an existing sewer manhole/cleanout. However, there are mitigating circumstances that should be considered for this waiver request. The surface elevation of the property is approximately two feet higher than the road surface of Old Dawson (the street in front of the property and the location of the sewer manhole/cleanout referenced). The top of the well casing is approximately four feet higher than the surface elevation of the property placing it approximately six feet above the surface of Old Dawson. The static water level inside the well casing at the time the well was drilled (July 22, 2010) was one foot below the surface of the property, but still one foot above the surface of Old Dawson. As of January 2, 2014 the static water level inside the well casing was even with the surface elevation of the property placing it approximately two feet above the surface of Old Dawson. Additionally, the well flow rate at the beginning of the four hour flow test was 16.5 gpm and at the end of the test it was still 16.5 gpm, indicating that there was no drawdown. Given this information it appears that the well is slightly Artesian in character such that even in the event of a flood net flow would be away from the well. Also, the laboratory tests of the well indicate that there are no coliforms present. All of this information taken together indicates that flow from the sewer manhole/ cleanout to the well is highly improbable and in my opinion a waiver from the requirements of Table A-1 Section 15.55.060 of the Municipal Code is justified. Sincerely, Erling J. Young, PE w q`f 9!. A(Is 11 "*:49Tt 't*4 o,. � ay�11•. LI G}!O NY/G�:p; �� �_, CE -8718 >�i +1,, @ 1 a`Z�!-oF`� -7 d Municipality of Anchorage P.O. Box 196650 • 4700 Elmore Road Anchorage, Alaska 99519-6650 • (907) 343-7904 • Fax (907) 343-7997 http://www.m un i.orp/Onsite Development Services Division On -Site Water and Wastewater Program **** VARIANCE/WAIVER REVIEW **** Waiver#: SP141005 COSA#: OSC141000 Permit#: PID#: 075-152-02 Legal Description: Girdwood Original Townsite Block 2 Lot 2 Engineer: Erlinq Young Applicant: Erlinq Young Your request for a waiver of the required 100 feet horizontal separation from the public sewer cleanout to the private well has been approved. The approved separation distance is 92.0 feet. Any future on-site development 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. Waiver is Granted: X Waiver is not Granted: Date: // /g Approved by: c/Al t/c Name of Reviewer Rec#: 035921 Amount: $1.128.00 Date Paid: 116/14 **** VARIANCE/WAIVER REVIEW **** per; S.0 saw, euuhic S :VA« T WELL A ' The location of the structure(s)as shown on this record drawing Cas -built) complies w'th Title 21, AMC. EXISTING STRUCTURE `... \i UNDER NO CIRCUMSTANCES SHOULD AN AS—BUILT BE USED FOR CONSTRUCTION OR FOR ESTABUSHING BOUNDARY OR FENCE LINES. THE SURVEYOR TAKES RESPONSIBILITY FOR THE INITIAL TRANSACTION ONLY AND ASSUMES FINANCIAL LIABILITY ONLY FOR ThE COST DE THE SURVEY LISTED DISTANCES PREVAIL OVER SCALING REPRODUCTION t,IAY CAUSE ERRORS IN SCALE. SYMBOLS P LOT SURVCY E FOUNDATION AS—BUILT I FINAL STRUCTURE AS—BUILT Li PLOT PLAN ... AS—BUILT... LOT SURVEY ... TCPOORAPBY SURVEY TYPE SET RESAL. :."sac ce,Oss. �� 5S^� DRANAGE G 0 FOUND P.EBAR - 0 0 WOOD FENCE I 0 AS -BUILT ... NO CORNERS SET P1 RECERTIRCATION AS -BUILT ... NO CORNERS SET (9 ASSUMED ELEV. X X X- METAL FENCE j NOTE: PLOT PLANS & LOT SURVEYS IT i5 THE RESPONSIBILITY OF THE BUILDER OR OWNER, PRIOR TO CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE TO FINISHED GRADE AND UTILITY SONNECTIONS AND TO DETERM.d.L THE EXISTENCE OF ANY EASEMENT COVENANTS OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION— I SURVEY CERTIFICATION TPAN certfy that I have MYsicallyuneyod !En, IOC d.rown andaE described hereon. d that hon found one bushed s: of the lot earners !.n the plan and to the best of my r clm s and mlutiu, of dvnanelcns have bat, ..• n,n n true and correct. FOUNDATION AS—BUILT L Rddt B. John& b.. nmaby Certify that 1 hwx evgernnd an Az—Buil u,wy of the a,cdalim m this lot and that an the end worm... tl,am h&Nn true d no enencroach/Innisovnmts mist uit are true aencroach/Innis nthawiw. FINAL STRUCTURE AS—BUILT I, Robert E. Johns. Jr., nxWy Certify that I .n performed on Aa—Bulli surrey of the tioture cn Nle let and that an the clue and ;nfanatlm as shown hereon ten. and no en.,aocirnenta exist ansae rrcrorcri Is,- //1/I PSP'PAL1 CONCPET WOOD DECK ONLY THOSE IMPROVEMENTS ABOVE GROUND AND VISIBLE WILL BE SHOWN. FENCES, WELLS, SEPTIC CLEANOUTS, SIDEWALKS, DRIVEWAYS, ETC., ARE SHOWN IN T-iE:R APPROXIMATE LOCATION, ONLY. SNOW MAY PREVENT SOMI IMPROVEMENTS FROM BEING SEEN AND LOCATED. •LAI. ALL DISTANCES ARE RECORD UNLESS OTHERWISE NOTED. Prepared by Robert E jc llns, Jr. & Assoc. Pro-ess.oni Land Surveyors 1700 Brink Drive. ANCHORAGE, ALASKA 99504 4....7t.... qCQ o• tw Iz Cote Surv'ayee: 1" 0906112 Rec. Lot S.F. Rec. Plot File No. Crown by. REv, Checked by 9l Ip (Dote Drown: eco, ..e_ rpt cr s Alt L S. SU 1)9 2:5112 "SE5112 12-410/12-228 OT 2 BLOCK 2 GiREANOOD TOWN.SFE -�O< __.EAIX ReA3 aooLXNG k1SAoc ctJ�. WELL r` EXISTINjd 1' STRUOT'UR-_ C.3 The location of the structure(s)as shown on this record drawing (as -built) complies Wth Title 21, AMC. i//7aoia UNDER NO CIRCUMSTANCES SHOULD AN AS -BUILT BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE THE SURVEYOR TAKES RESPONSIBILITY FOR THE INITIAL TRANSACTION ONLY AND ASSUMES FINANCIAL LIABILITY ONLY FOR THE COST 0 LISTED DISTANCES PREVAIL OVER SCAUNG. REPRODUCTION MAY CAUSE ERRORS IN SCALE. MES. THE SURVEY. rTJ LOT BURVEY D FOUNDATION AS -BUILT 0�T FINAL STRUCTURE AS -BUILT 0 PLOT PLAN ... AS -BUILT ... LOT SURVEY ... TOPOGRAPHY Ig AS -BUILT _ .. NO CORNERS SET fl RECERTIFICATION AS -BUILT ... NO CORNERS SET PLOT PLANS & LOT SURVEYS I IT IS THE RESPONSIBILITY OF THE BUILDER OR OWNER. PRICK TO CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE TO FINISHED GRADE AND UTILITY CONVECTIONS AND TO DETERNA NE I THE EXISTENCE OF ANY EASEMENT COVENANTS OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. SURVEY CERTIFICATION SURVEY TYPE PLOT PLAN I Smthmy catity that 1 haw physicallysurveyed o--r d. described dcsed ercM. a that F r a obIMeel all of the lot comers on m the plan and to the bet of my Mown on and I.tia4 ail dimensions have been .nasormd we and correct FOUNDABON AS -BUILT 1. Rcboet E Johne. J., herby cw[ily Not 1 hove art01 0 on As—Solt survey el the fetmethilon on this lot and that Nl the L Insaoaloa as ahoim hereon �a e tno and no thm<nta < less ccn ctw^oloo. FINAL STRUCTURE AS -BUILT Rhe" E. Jdlne. Y., herby sat't'ly that 1 have Ethrfof i.nbtotu x011 this lett wdHat d1 Ne the 1 dlnernrlana aha information as shown harm-: et, a Vet and o 41 oahmts exist unless ththra so 4•a 13 e�� s SYMBOLS SET RESAR CT- :acans_-. os DRAINAGE 0 FOUND REB.A?2 �--e- A000 FENCE £ ASSUMED ELEV. X X X METAL FENCE 111 ?Jl NOTE: ASPHALT CONCRETE WOOD DECK ONLY THOSE IMPROVEMENTS ABOVE GROUND AND VISIBLE WILL BE SHOWN FENCES, l L S SEPTIC CLEANOU'S, SIDEWALKS DRIVEWAYS, ETC., ARE SHOWN IN TrIBIR APPROXIMATE LOCATION ONLY. SCOW; MAY PREVENT SOME IMPROVEMENTS FROM BEING SEEN AND LOCATED. ALL DISTANCES ARE RECORD UNLESS OTHERWISE NOTED. Prepared by pert El. johns, Jr, ac Assoc. Pratesdionoi Land Surveyors 1700 Brink Drive. ANCHORAGE, ALASKA 99504 it Pa Boole: Date Surveyed: L_ Date Drew`:: Leaci ,t 1' = 3©1 C9.25 Rec. Lot S.F. Drown by, RE Rea Plot Fife Na I hacked b U nor Gra: w.Dn 09 25112 SE5112 12-410/12-228 LOT 2 BLOCK 2 17 ' GRDWOO! TOWNS! T E 7 PROPOSED FINISHED FLOOR ELEV. (ASSUMED) 20.7 PROPOSED BLOWING CORNER aEV. (ASSUMED) 19.7 ZONING DISTRICT GC3 FRONT BURPWG SETBACK 13' 9Y BUILDING SETBACK 10' REM BUILDING SETBACK 10' ROOF OVERHANG y NOTE: ELEVATIONS ARE 1972 NGS ADJ. 1965 S 72 E= 18.20' O`O 0 Sg0 ' sees.. 00„ 00, 0 S9 a?0 00, IDD' 1✓avn kah SURVEY CERTIFICATION 3 0• 4 L , 15' A42) s/LJA, ZS'c- PLOT PLAN 1 hereby certify that 1 how physically Haelee the rot drawn and detailed hereon. and that I haw frond or «IabliNM di of the Tat canters as lam on the pion and to the beat of my eio, sedge and abtltln. oY dYnmYm. have beat measured we and cornet FOUNDATION AS—BUILT 1. Robert E John, Jr.. hereby certify that 1 have performed on Ae—Buil survey of the foundation m this lot and Mated the dimensions and Information ori shown hereon are WeMCMand no encroachments mast unless shorn se. FINAL STRUCTURE AS—BUILT I. Robert E Johns, Jr.. hereby certify that I haw performed an As—Bunt survey of the sleuth... tel MIe lot and thot all the dimmyms and Ffamation ere shorn hereon are Ole and no encroachments exist unless .ham otherwise. • .�0+ .. `1,!4 E•OF • • • th f °OBERT as R. • • r o! •4?" Ar . ICI•pro fes sionol oo..' •lgaaww*ss Prepared by Robert E. Johns, Jr. & Assoc. Professional Lond Surveyors 1700 BRINK DRIVE ANCHORAGE, ALASKA 99504 Scale; 1 n = 30, Rec. Lot S.F. Rec. Plat File No. Date Surveyed:6/14/10 Date Drown: 6/14/10 Drawn by REJ Grad; SE5112 Checked by. JM W.D.1169 Legal Description: LOT 2 BLOCK 2 U.S. SURVEY 1177 GIRDWOOD TOWNSITE ❑ LOT SURVEY SURVEY TYPE ❑ FOUNDATION AS -BUILT ❑ FINAL STRUCTURE AS -BUILT ® PLOT PLAN ... AS -BUILT ... LOT SURVEY . TOPOGRAPHY ❑ AS -BUILT ... NO CORNERS SET I1 RECERTIFICATION AS -BUILT ... NO CORNERS SET PLOT PLANS & LOT SURVEYS • IT IS THE RESPONSIBILITY OF THE BUILDER OR OWNER, PRIOR TO CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE TO FINISHED GRADE AND UTILITY CONNECTIONS AND TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. SET REBAR 0 FOUND REBAR ASSUMED ELEV. (00A sonic SYMBOLS rad►DRAINAGE 0 0 0 WOOD FENCE X X X METAL FENCE I Irl/I ASPHALT CONCRETE WOOD DECK NOTE: ONLY THOSE IMPROVEMENTS ABOVE GROUND AND VISIBLE WILL BE SHOWN. FENCES, WELLS, SEPTIC CLEANOUTS, SIDEWALKS, DRIVEWAYS, ETC., ARE SHOWN IN THEIR APPROXIMATE LOCATION, ONLY. SNOW MAY PREVENT SOME IMPROVEMENTS FROM BEING SEEN AND LOCATED. ALL DISTANCES ARE RECORD UNLESS OTHERWISE NOTED. UNDER NO CIRCUMSTANCES SHOULD AN AS -BUILT BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE LINES. THE SURVEYOR TAKES RESPONSIRII ITV PCP THF INITAI TRANCAcnnm nkil v skin ACC] arc CI IAtrIAI 110011'TV rine v rno +err nnCT nes Thr el tourer