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HomeMy WebLinkAboutSEIDLER LT 2Seidler Lot 2 #050-081-16 Only the system designed for 5 bedrooms shall be tested for any future COSAs . Municipality of Anchorage Community Development Department Page 1 of 3 On -Site Water & 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: OSP141140 PID Number: 050-081-16 ❑ New ®Upgrade Name: DALE & CAROLYN GREINER ABSORPTION FIELD ❑ Deep Trench E Shallow Trench ❑ Bed ❑ Mound Address: 12005 LUGENE LANE, EAGLER RIVER, AK, 99577 ❑ Other Soil Rating: Total Depth from original grade: Phone: No. of Bedrooms: (907) 223-1878 5 0.9 GPD/Sq. Ft. 10.25/10.5 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade: Gravel depth beneath pipe: SEE DWG. F. 4.1/4.0 Ft. Subdivision: Block: Lot: fill added above original grade: Grovel length: SEIDLER — 2 SEE DWG. Fe 2 0 50' (100 TOTAL) Ft. Township: Range: Section: —1 Gravel width: Bede Number of linea: Distance between linea: — — 5/5 Ft. I — — Ft. SEPARATION DISTANCES Total absorption area: 1000 Number of tranches: 2 Diet. between trenches: *9+ To Septic Absorption Lift Holding Public/private From Tank Field Station Tank Sewer Lines SD. n. Ft. Well too'+ 100'+ — — 25'+ TANK E Septic ❑ S.T. E. P. 01dolding ❑Other Manufacturer: Capacity: Surface Water 100'+ 100'+ — — ANCHORAGE TANK 1500 Gal. Lot Line 5'+ 10'+ - - N/A Material: Number of compartments: STEEL 2 Foundation 5'+ 10'+ — — -_LIFT -STATION- Curtain Drain I NONE KNOWN Manufacturer. C Gal. "Pump on" level at: -Pump off Is High water alarm at: Remarks: `DRAINFIELD TO DRAINFIELD IS 9.3' AT CLOSEST POINT. REQUEST 9'+ DRAINFIELD TO DRAINFIELD WAIVER. pump Make & Electrical Inspections performed by: NOTE: ONLY THE 5 BEDROOM DRAINFIELD CAN BE TESTED FOR FUTURE C.o.S.A. APPROVAL PIPE MATERIAL OLD TANK WAS ABANDONED IN PLACE, PER UPC. House to tank D3034 Tank to D3034 drainfield Installer Drainfield D3034 CO/MT D3034 NORTHERN EXCAVATION Inspector GEG, Ltd. BENCH MARK (Assumed elevation) Ft. Inspection100.00 Location and Description: Dates: 1st 6/4/1 2nd 6/5/1 3rd — 4th — BOTTOM OF TRIM, NE CORNER OF HOUSE ENGINEER'S FAL Community Development Department Approval �L Conditional approval: Date: .7 ......... ................. QO.J r y A. ness.. E-795 �p oo4dfpa Approved: Date: %' professlo�o� — — 4d ofessW/Y��Aoo M PERMIT NUMBER: OSP141140 AS -BUILT DRAWING X-11 r 1 1 \ I OLD DRAINFIELD CONNECTED RESERVE SITE NEW DRAINFIELDS CO3 3 ".�. / M 4 \\ MT2 CO2 PARCEL ID NUMBER: 050-081-16 / FLOW OIL.I Ic SEIDLER; LOT 3 / ST1 T7 COl .'.:A .. — DIVERTER — — — — — _ i NOTE: CONTRACTOR INSTALLED - - - - - / DRAINFIELDS 9.3' APART ® CLOSEST HOUSEG POINT. WAIVER REQUESTED. \ FCO NEW 1500 GALLON / C SEPTIC TANK \ y / \ GARAGE // \ 100' WELL RADIUS / O' WELL RADI S® \ SEIDLER; LOT i GARNESS ENGINEERING GROUP, Ltd - -- - _m a CIVIL & ENVIRONMENTAL ENGINEERS 37DI E. NDOR R . 6UOE 101 • ANCHORAGE, M 98507 • PHONE (907) 33)-61)9 • FM (9W) 336-3266 ' WEMME: www.gom nglm dng.com PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DALE GREINER 223-1878 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: SEIDLER; LOT 2 A.J.G. NPE OF WORK: DATE: AS -BUILT DRAWING OF SEPTIC UPGRADE 6/9/2014 Eg i PERMIT NUMBER: OSP141140 AS -BUILT DRAWING PARCEL -081-16° 2" INSULATION j' FINAL GRADE = 99.11-99.31 5T7 / ST2 TOP OF TANK /1 TOP OF TANK AT INLET = 95.85 AT OUTLET = 95.83 NEW 1500 GALLON INVERT OF BUNG SEPTIC TANK INVERT OF BUNG AT INLET = 95.26 AT OUTLET = 95.07 WEST TRENCHI EAST TRENCH FINAL GRADE = FINAL GRADE _ 98.68-99.50 99.72-99.78 IGINAL GRA ORIGINAL 1111 HIGHE99.88 ST PO NDT A I I I I FILTER FABRIC THn i HIGHEST POINT/ -FILTER FABRIC GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS 3701 E. NOOR SRM, SUNS 101 • A HO E, M 995 • PHONE (9077) 337-81]9 • FM (907) 3SB-3246 * 1VEBBRE; www.9urrwnenglm9iing.cnm PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DALE GREINER 22,3 78 3 OF 3 LEGAL DESCRIPTION: DRAWN BY: SEIDLER; LOT 2 A.J.G. TYPE OF WORK: DATE: PROFILE AS -BUILT DRAWING OF SEPTIC UPGRADE 6/9/2014 RT OF PIPE = 93.50 - BOTiOMOF TRENCH = 89.40 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: OSP141140 Tax Code Number: 05008116000 Work Type: Septic Upgrade Permit Effective Dates: June 03, 2014 to June 03, 2015 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: SEIDLER Site Legal Address: SEIDLER LT 2 G:0153 Owner/Address: GREINER DALE W & CAROLYN 12005 LUGENE LANE EAGLE RIVER AK 995770000 Site Mailing Address: 12005 LUGENE LN, Eagle River Lot Size in Sq Ft: 36995 Total Bedrooms: 5 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy 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. Special Provisions: If the existing 3 bedroom system is not decommissioned but a diverter valve is used, a note must be made on the Inspection Report stating that only the system designed for 5 bedrooms shall be tested for any future COSAs. Received By: Issued By: 61Ahc/ MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On -Site Water & Wastewater Program Mayor Dan Sullivan On -Site Sewer/Well Permit Application n� c / , For A Single Family Dwelling t f`� US H! I.D. 050-081-16 Property owner(s) DALE GREINER Day phone 223-1878 Mailing address 12005 LUGENE LANE *EAGLE RIVER, AK 99577 Site address 12005 LUGENE LANE *EAGLE RIVER, AK 99577 Legal description (Sub'd, Block & Lot) SEIDLER; LOT 2 Legal description (Township, Section & Range) Lot Size Sq. Ft. Number of Bedrooms 5 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: (Pall that apply) Absorption Field ® Initial ❑ Single Family (SF) Upgrade Z (w/wo ADU) Septic Tank ® Duplex (D) E]❑ 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. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: 4 RI a N0 Waiver Fees: Date of Payment: 49-291(L% Date of Payment: Receipt Number: 1,/1 9 (J06? Receipt Number: Permit No. — (ISPI t l t10 Waiver No. (Rev. 01/11) I® , GARNESS ENGINEERING GROUP, Ltd y I CIVIL & ENVIRONMENTAL ENGINEERS - - May 22, 2014 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic System for Seidler; Lot 2; To whom it may concern: The existing 5 bedroom house is served by a private well and septic system. The drainfield is in a state of failure and needs to be upgraded. We are proposing to install a dual 5 -wide trench type drainfield and a new 1,500 gallon septic tank. A flow splitter will be installed so that the owner can utilize the old trench after it has "recovered". The old septic tank will be decommissioned per UPC. The inspection report for the old system stated that the drainfield was sized for a four (4) bedroom, however, the visual soil rating was determined to be 100 ft2/bedroom by Leroy Reid, P. E. and the old drainfield was constructed with 612 ft'. In short, the old drainfield is sized fora five (5) bedroom house and thus a reserve drainfield is not shown on the design. One testhole was excavated on the property and the drainfield is designed around the 30 foot radius of this testhole. Comments regarding the design are summarized as follows: 1. SOILS: Seethe attached for the upper strata which shows the soil classifications, groundwater monitoring, and the percolation test results. Attached is a sieve analysis on the lower strata. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface water concerns. 4. TOPOGRAPHY: As can be seen on the attached topography drawing, the average topography around the proposed drainfield is relatively flat. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. A A P.E., M.S. 3701 East Tudor Road, Suite 101 *Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com / / BIRCH HILLS BIRCH HILLS // / ESTATES #1; ESTATES #1;/ BIRCH HIi.LS BLOCK 1, LOT BLOCK 1, LOT 9 / ESTATES #1; Cv / BLOCK 1, LOT 00' ELL F \I I \ I r 100' W II lel r / QJ I \ BIRCH HILLS ESTATES #1; BLOCK 1, LOT 10 I 1 ) \ o l REA — — / / I / BIRCji HILLS ESTATES #1; �y\�y BLOCK ;, LOT 2 BIRCH HILLS /\ / ESTATES #1; BLOCK 1, LOT 1 / \ 00' ELL F \I I \ I r 100' W II lel I X \ SEIDLER;'LOT 1 AREA E :LL RADIUS ME WELL RADIUS_ I / I �EIOLER; LOT 4 GARNESS ENGINEERING GROUP, Ltd wn=w- CIVIL & ENVIRONMENTAL ENGINEERS 3101 E NMR NOM. SLIME 101 • ANtlVR.10E M 9050] • PX F 19 1 33)-81]9 • F" (BOT 3 -SRM • YEBtin www.mnes dlN d PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DALE GREINER 223-1878 1 OF 3 LEGAL DESCRIPTION: DRAWN BY: SEIDLER; LOT 2 PNB TYPE OF WORK: DATE: SITE PLAN 5/7/14 13 \ i >f r / QJ I \ I I 1 ) \ o l REA — — J -D / I j✓ J I �y\�y SEIDLER; LOT 3 I X \ SEIDLER;'LOT 1 AREA E :LL RADIUS ME WELL RADIUS_ I / I �EIOLER; LOT 4 GARNESS ENGINEERING GROUP, Ltd wn=w- CIVIL & ENVIRONMENTAL ENGINEERS 3101 E NMR NOM. SLIME 101 • ANtlVR.10E M 9050] • PX F 19 1 33)-81]9 • F" (BOT 3 -SRM • YEBtin www.mnes dlN d PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DALE GREINER 223-1878 1 OF 3 LEGAL DESCRIPTION: DRAWN BY: SEIDLER; LOT 2 PNB TYPE OF WORK: DATE: SITE PLAN 5/7/14 13 \ i >f OF BEDROOMS: 5 PER DAY (GPD): 750 ION RATE/S: <1.0 & 6.0 min/inch D APPLICATION RATE: :(0.8+1.0)/250,9 DRAINFIELD SO.FT.:-834 FTs IELD DESIGN: 1 MAXIMUM DEPTH: 10.5 FEET WIDTH: 5 FEET LENGTH: 2 0 50 FEET = 100 FEET EFFECTIVE: 4.0 FEET REDUCTION FACTOR: 0.50 ACTUAL SO.FT,: 1000 FT' \ LETER`THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT GEG. BY PROCEEDING FORWARC WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND EXISTING SEPTIC TANK TO BE )ECOMMISSIONED PER UPC -2 -JCI- 1 lu i AREA NOTE: THE CONTRACTOR SHALL HAVE THE NORTH & EAST LOT LINES, AND ALL / WELL RADII FLAGGED BY A REGISTERED LAND SURVEYOR DRAINFIELD/ PRIOR TO CONSTRUCTION. / f PR PPOSED DRAINFIELD / G T / C \TH#1\\ \ FS aa\ \ o BL CYV \ M 0 EXISTING HOUSE ..'.., NUMBER OF BEDROOMS: 5 GALLONS PER DAY (GPD): 750 PERCOLATION RATE/S: *100 FT'/BRM PROPOSED APPLICATION RATE: 4.0 (CAT II). MINIMUM DRAINFIELD SO.FT.: 188 FT' 'VISUALLY RATED PER SOIL LOG 1976 DRAINFIELD SIZE: N DEPTH: EXISTING DRAINFIELD 2.83 FEET (EXISTING) 34 FEET (EXISTING) JE: 6.0 FEET (EXISTING) ION FACTOR: N/A SEIDLER; /LOT 1 / GARAGE SEIDLER; LOT 3 PROPOSED 1500 � 1 INSTALL FCO I \ GALLON SEPTIC TANK ONE ISN'T \ / PRESENT C�7 __--- EVA / US 0' WELL RADI GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS 3101 E. MOOR RQ1D. SUM 101 • /910HO . M 99W - MME (907) 337-6119 • FM (907) 330-3240 s lYEB511E: 66w.9arnwe091�x109Fwn SREPARED FOR: PHONE NUMBER: PAGE NUMBER: DALE GREINER 223-1878 2 OF 3 .EGAL DESCRIPTION: DRAWN BY: SEIDLER; LOT 2 PNB TYPE OF WORK: DATE: ASEPTIC SYSTEM DESIGN UPGRADE 1 5/21/14 ry GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEER& 3701E. TUMR ROAD, SUITE 101' ANCHORAGE, MGN07-PWNE(W0 33170'FAX (W 3383106'WEB£IiE:xwx.0amu¢¢yinMM,p cwn SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: SEIDLER; LOT 2 PERFORMED FOR: DALE GREINER DATE: 5/14/14 DEPTH (feeU TEST HOLE #1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 GM sW�29W� ` S�yT��N DEPTH TO GROUNDWATER SOIL CLASSIFICATIONS 5/14114 DRY GW ---- ORGANICS ORG d;o'`. 3:06 30 GP ML 3:06 - 6" - GM 3:36 30 CL 5 GC 6" OL 6 SW 1" 5" MH °° -Oe o 4m`.: too SP CH PBSM / OH sC GM sW�29W� ` S�yT��N DEPTH TO GROUNDWATER DATE DRY 5/14114 DRY 5/21/14 2:36 - 6" - 2 DATE READING CLOCK NET TIME TIME (MINUTES) WATER LEVEL NET DROP READING (INCHES) 5/16114 1 2:36 - 6" - 2 3:06 30 0.25' 5.75' 3 3:06 - 6" - 4 3:36 30 1" 5" 5 3:36 6" 6 4:06 30 1" 5" 19 PERCOLATION RATE 6.0 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 6 FT. AND 7 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO SOILS LOGGED BY: ROSCAMPBELL PERCOLATION TEST PERFORMED BY: ROB CAMPBELL COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. LOWER MATERIAL HAD SIEVE ANALYSIS PERFORMED ON IT. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE FO ED IN ACCORDANCE ( SEE ATTACHED) WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: l f4 C 0 m v w •o 'rn Cl! 6 I+A o O vc ry c e o e a6=e a o' ,`o r t 00W 08# 09# 05# ()V# OE# IL N oz# 8 9W y OL# d 0 m °o o "% IL z O J A N C Z A R „E U O w IA - OW -ASM mmmmm O O 4) A O N W 1� M tO 110' M N O d U o 146ioM Aq 6uissed 4000AOd W LL MUNICIPALIW OF Community Development Department Development Services Division On -Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION p� ti Parcel I.D. O 5 iL,rr Property owners) al Q_ Ll EeWIL V' Day phone Mailing address Site address Legal description (Sub'd., Block & Lot) L4 7 -- Legal Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms APPLICATION IS FOR: (® all that apply) Absorption Field ❑ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ APPLICATION IS AN: Initial V1 Upgrade ❑ Renewal ❑ Z q 4 �71�2 TYPE OF DWELLING: Single Family (SF) (w/wo ADU) Duplex (D) ❑ 4# s Multiple Dwellings ❑ (SF Pndlor D� U0 L JUN 2 2014 THIS APPLICATION INCLUDES A VARIANCE I WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. owner or authorized agent) a Permit/Rush Fees: M-,-51-Waiver Fees: Date of Payment: 11211 Date of Payment: Receipt Number: �� aJi�i Receipt Number. Permit No. o504 I l �q Waiver No. Permit App_9-1-12.doc ATSUAk AT 1649 W. Parks Hwy. Wasilla. AK 99654 (907) 373-2424 Fax (907) 357-1649 Statewide 888-291-2444 guy matsuwatennet 05/27/2014 Dale Greiner Holding Tank Install Thank you for the opportunity to do business with you. Scope of work: Installed Sea. Norwesco 300 gallon holding tanks in residence located @ 12005 Lugene Dr. Eagle River Ak. The tanks are installed indoors with no outside fill port provided and are installed above ground. The tanks are located in a mechanical room only accessible from a man door located on the side of the building. All the materials installed meet FDA and NSF61 requirements. Thanks again for your consideration. Call anytime. Best Regards, Guy Kamholz -3-7-3 — Z LM' -1 C.O.O. Ub/Uy/2U14 14: 1.5 I eaM St I tner (FAX)907 694 4986 P.002/002 Printed- 611512014 138:47 PM Store: 1 ,-.% i T I/ --'-Matsu water LLC 1649 West Parks Highway Wasilla, AK 99654 Phone: 907-373-2424 Fax 907-357-1649 www.matsuwater.net or Order #9294 Ordered: 5115/2014 Page 1 Big To: (areiner, Dale, 12005 Lugene Ln. Eagle River, AK 244-6742 INSTRUCTIONS: Convert 314" incoming copper lh-ie to 314" pex Run tank fill lines along side of conduit near ceiling trough the lower apt. Penetrate wall into mechanical room. Plumb 3x 300 gal. vert. tanks and repressurise with jet pump. Route lines back through the apt into pressure tank. Order Status: Open Due Date: Item Narne Attribute Size oty Sold Due Price Ext Price Tax Tank Vert 300 gal $ 0 3 $638.02 $1,914,06 T Pump Grundfos MQ3-35 3/4115v 1 0 1 $724.14 $724.14 T Plumbing Materials & Parts 1 0 1 $350.00 $350.00 T Level CorArol Weight SJE 2 0 2 $8.96 $17.91 T Level Control MN SJE Brand 1 0 1 $60-56 $60.56 T Level Control MID SJE Brand 1 0 1 $60.56 $60.56 T Bulk Water Defivery/resident 1 0 1 $85.00 $85.00 N Labor Service Dejt_ 4 0 4 $125.00 $500.00 T Total Qty Ordered: 14 0 14 Percent Unfilled: 100 Subtotal- $3,712.23 W.TAXEr-- 3%Tax +$108-82 TOTAL- $3,821.05 !y....(zm � I " I irF �VMFTJTMAIRK IMAK Thank you for your patronage! l4;lsieam sziitner Bill To Q,64 teg-, Rising Son Electric Services LLC 367$4 E,klutna Lake Rd. Chute aL, AK 99667 Sharliyn Grcincr 12005 Lug= Lane Earle River, AK 99577 (f AX)W/ by4 4Sdb N , UUl/UU2 "6&x -o> 3 ;cam Invoice Data Invoice 6/2/2014 1453 P.O. No. Terms Project 12005 Lugene Lane Quantity Description Rate Amount 1 Show up fee includes first hour 125.00 125.00 1 Additional time per 30 minutes 49.00 49.00 2 4 Square Box 4.00 8.00 2 4 Square Blank 2.00 4.00 50 12/2 MC 1.00 50.00 Wiring for holding tank system Pu'jV 3 0 Lr, C&A -7 <--& Total $236.00 ALM -11 �*- The Public Health and Safety Organization These NSF Official Listings are current as of Tuesday, June 1% 2014 at 1235 am. Eastern Time. Please contact NSF Jaten3&tjojW to confirm the status of any Listing, report errors, or make suggestions. Alert: NSF is concerned about fraudulent downloading and manipulation of website text. Always confirm this information by clicking on the below link for the most accurate information: btZ:./.Iinfo.nd.mg,/CertffiedlPmCmpg-n&Dig/Listmgs-asp? QgMV==QJ32o&Standmd=o6i NSF/ANSI 6:t I 07,em .np emit NOTE: Unless otherwise indicated for Materials, Certification is only for the Water Contact Material shown in the LIsting. Click here for a list of Abbr-evlmll one used in these Lisd P.O. Box 248o, Station M Calgary, AB T2P 3M9 c9nada 403-237-2579 Facility: Corunna, Ontario, Canada Protective (Barrier) Materials Water Water Water Contact Contact Contact Trade Designation Size Restriction Temp Material FM'' HDP866o.29 >= 50 gal. D. HOT PE HDP8760.29 >= 50 gal. D. HOT PE LLP836o.29 >= 50 gal. D. HOT PE LLP846o.29 >= 50 gal. D. HOT PE LLPS555-24 >= 50 gal. D. HOT PE LLP8555-25 >= 50 gal. D. HOT PE Facility: Sarnia, Ontario, Canada Protective (Barrier) Materials ttp:tfinfb.nsf.org/Cotfle&PmCaTpawb/Ustngs.asp?C4JM&5wldw&061 112 ,. GREA I ER ANCHORAGE AREA BORUdGH 1 �1 79 LOLL l I /i►L� Is I� Department of Environmental Quality 3330 C Street `&12 Anchorage, Alaska 99503 �_- INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAM E.0 Z 4C C e�7 4. MAILING ADDRESS �f l� �j�✓�/>o f: /52�'(Z-- PHONE. LOCATION ✓TiV �" LEGAL DESCRIPTION c T' "� / Ca (c//T ae ✓'�� — SEPTIC TANK: DISTANCE n / NUMBER OF FROM WELL MANUFACTURER —MATERIAL ( COMPARTMENTS INSIDELENGTH INSIDE WIDTH_ LIQUID DEPTH_ LIQUID CAPACITY C 4a () GALLONS. SEEPAGE PIT: / NUMBER OF PITS DIAMETER OR WIDTH LENGTH DEPTH LINING MATERIAL1__ V_ CRIB SIZE: DIAMETER __DEPTH L DISTANCE FROM: WELL cf N TOTAL EFFECTIVE a BUILDING FOUNDATION_%, NEAREST LOT LINE �< ABSORPTION AREA (WALL AREA) l SQ. FT. ADDITIONAL ABSORPTION _ WELL: TYPE _ CONSTRUCTION_ DEPTH DISTANCE FROM: BUILDING NEAREST NEAREST SEPTIC SEEPAGE FOUNDATION LOT LINE SEWER LINE TANK—,SYSTEM CESSPOOL OTHER SOURCES_ APPROVED DISAPPROVED REMARKS— DISTANCES: EMARKS DISTANCES: DIAGRAM OF SYSTEM INSTALLED BY: ��' dv�� s n 7 1 �.� ' Seg. C) r I� PIPE MATERIAL: / /✓�S�Z ^j �! /y - • LOT SLOPE: y�,lRw REMARKS: – DATE/'/- ` �" APPROVE[" cL<-:y cZ'C'V- Form No. EQ -031 li it jj, :1 1..f!'.. !I 1 ".'1 IJ I 1 1 :if I I.:. L I I INA Del Wj 010—L Dei... •tment of Health and Environment,. Protection 251.6 E, Tudor Road Anchorage, Alaska 99507 276-2221 SUILS I,O(. P)'1 (11,ATI 0N 'I•I{5.1• Performed for Legal Description: _��� ---_-'�" -4�r�? This form reports: Soils log X PercoIat:10'fl test - - Dept1i Feet i o 6- 9_ 10 - 11 - 12 - 13 - 14— J�as ground water encountered? 1) If yes, at wilat (le;,th? Ileadiny Date Gross Time Net Time Ueptic to Water Ilet drop Percolation rate _ in1nuLe. Proposed ins011atioii: )ee�age Pit Urairi I i(,ld Uepth of lid eL Depth to bottom of pit or treiici Performed By: Lrrt�__Z1,<:<< -- Certified By: --- -- - --.)ate, DRILLER'S NAME MUNICIPALITY OF ANCHORAGE DEPARTM.- OF HEALTH AND ENVIRONMEP, PROTECTION 825 L Street, AnchoraaP, Alaska 99501 264-4720 Date Received:-- January 1.0, 1978- #1: Time Anytime #2: Time #3 Time — Date 1-11-78 Wed Date Date _ Insp Buchholz Insp Insp _ REQUEST FOR APPROVAL OF INDIVIDUAL SEWER AND WATER FACILITIES 1.. Lending Institution Request: Alaska Mutual Savings Bank Mailing Address: Post Office Box 1068 99577 - Phone: 2. Property Owner: Dale/Crolyn Greimer Phone: 694-3485 Mailing Address: Post Office Box 251 99577 -- _ 3. Legal Description: Lot 2 Seidler Subdivision 4: Single Family Residence: (x) Multiple Family Residence: ( ) 5. Well System: Individual Well. (x) C� Number of Bedrooms :Five - ��,�� Number of Bedrooms: Community/Public System ( ) Permit # 7G 71 V T— Depth of WellWell Log on File (x) Construction Bacterial Analysis —_ VU 6. Sewage Disposal System: On-site System (x) Public Utility ( ) Permit # /CA Installed 1976 Installerllt O Septic Tank Size T LP150 Manufacturer Absorption Area Soils Rate 100 _ Material a ,� t 7. Distances: Well. to Septic Tank � h^,t to Absorption Area %y —_ to Sewer Line Nearest rLot line Absorption Area to Nearest Lot Line MUNICIPALITY OF ANCHORAG, Department of Health and Environmental Protection 825 L Street, Anchorage, Alaska 99501 i, 7.64-4720 rtequest for Approval. of Individual Sewer. and Water_ Facil-ities 1. Property Owner Mailing Address: 2. Name of Buyer: Mailing Address: -------Phone Tq Is- 56'rns L) Phone: 3. Lending Institution: f�X�5_/cv , r Mailing Address: Fa -"),e To ----���`_ Phone: 4. Realtor/Agent: Mailing Address: — _ Phone: 5. Legal Description: Sir-eet- -hc rt i ci n : _ G e ✓ e ,2> L c. e ,� 2, e 6. Single Family Residence: Number of Bedrooms: Multiple Family Residence: ( ) Number of Bedrooms: 7. Water Supply: *Individual Well.. (t.� Public/Community System ( ) If Individual Well-, well depth If Community System, name of system 8. Sewage Disposal System: "On-site System (df Public System ( ) If On-site System, date of installation: *NOTE: A well log is required on ALI, wells drilled since 6/75. **If on-site sewer system is over two(2) years old, an adequacy test is required by this department. A fee of $25.00 must accompany each request before processing can be initiated. 3/77 Page Two Department of Health and Environmental Protection Request for Approval of Individual Sewer and Water Facilities Legal Description: Lot 2 Seidler Subdivision Affadavit Attached: ( ) Letter Attached: ( ) Approved: Disapproved: Department Worksheet: Date: 11 Date: Municipality of Anchorage On -Site Water and Wastewater Program (907) 343-7904 5 x F E *_Y Certificate of On -Site Systems Approval Parcel I.D.050-081-16 Expiration Date: 3— 17-2- CMZ( 1. GENERAL INFORMATION: Complete legal description SEIDLER: LOT 2 Location (site address) 12005 LUGENE LANE *EAGLE RIVER AK Current Property owner(s) NATHAN PHILLIP Day phone - Mailing address Real Estate Agent BROOKE STILTNER Day phone 907-244-6742 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 5 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer.. COSA Fee $ y I1 _!;0 COSI 17 Date of Payment _ 12"L (D — lit/ Receipt Number 0001 COSA# 05G 2016eD Waiver Fee $ Date of Payment Receipt Number Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER below, I verify that my investigation, As certified by my seal affixed hereto and as of the validation date shownroyal Guidelines for this application, based on procedures outlined in the Certificate of On -Site Systems pp vee that based on the information e on-site water supply andlor wastewater disposal system is (are) safe, functional and adequate shows that the e of structure indicated herein. I further fY for the number of bedrooms and type water obtained from the Municipality of Anchorage fries and compliancerom MY withallaapplicable Municipal and State ecodes, supply and/or wastewater disposal system is(are) to compl ordinances, and regulations in effect at the time of installation. Name of Firm: Gamess Engineering Group,.Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road Suite 101- Anchorage Alaska 99507 % Engineer's Printed Name: Jeffrey A Garness Date: t2� 151 Z� In conducting this evaluation. GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the systemis on the date/s of the o oc evaluation. Separation distances were measured to readily identifiable features. Hidden defects or 0 i�C�.• ' encroachments may exist that were not identified during the evaluation. The operational life of all wells sT l}� and septic systems depend upon a variety of variables, including but not limited to, soil conditions, GT' groundwater levels (that may fluctuate during the year), quality of construction (materials and // workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the j system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of V A.. �Garness: c the well or septic system. GEG makes no representation whether an alternative well or septic system f V f e can be installed on the property in the event either of the current systems fail to perform adequately in vQo i 1 CE— 7953 c% the future. The content of this report is for the sole benefit of the person/party that retained GEG to �.l r -IZ r >� f Z perform the evaluation. Reliance upon the information provided in this report by any other person or l�Gec o� q;o party (including subsequent property purchasers) Is not authorized, nor will it confer any legal rightf=ss;ote�o whatsoever. #AECC884 6. DSD SIGNATURE _ System #1 Approved for bedrooms System #2 Approved for bedrooms Disapproved Conditional approval for bedrooms, with the fogstiulig#�ti ns: 0 IJ gC. "ir,p'. Y Original Certificate Date: The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an Independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work, 7. ATTACHMENTS: COSA Checklist Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other CSA Checklist Legal Description: SEIDLER; LUT 2 Parcel ID: 050-081-16 If more than 1 septic system on lot: COSA Checklist of - Structure served by this system A. WELL DATA Results F/Pass For 5 bedrooms Well log is filed with Onsite (or attached) Well Production at time of test 0.15 gpm Date drilled 1111976 Water storage tank volume x900 gallons Total depth 260 ft Well disinfected for coliform test? ❑ Yes No Cased to 21.4 ft © Coliform bacteria is Negative Li Sanitary seal is functioning correctly Nitrate mg/L QM Nitrate less than MRL (ND) Wires are properly protected Arsenic ug/L ©Arsenic less than MRL (IND) Casing height (above ground) 12+ in. Collected by GEG Date of flow test for COSA I1;3c/2° Date of Sample 11130`�0 Static water level at beginning of test 135.5 ft. If yes, enter date N/A *0 FR MOA RECORDS •STORAGE TANKS WERE BYPASSED FOR WELL Comments FLC7w TEST GEG DIP NO EVALUATE 104.TER S ORAGE SYSTEN) B. TANK DATA Age of tank(s) 6 years Tank type/material Measured operating fluid level in septic tank 49" fil Standpipes/foundation cleanout per record drawing Date of pumping 12/10/20 C. LIFT STATION El Req>mater* comple Age of lrs Lift stati Comme U- HDQUKt' l IUN t-ICLU UA I A Which system tested (date installed) Gi1'114 Adequacy test date ro,zq ® ALL standpipes present per record drawing Results F/Pass For 5 bedrooms Total measured depth from grade 10.16 ft (max) Fluid depth prior to test DRY in Measured depth to pipe invert from grade 5.1+ ft (mini Water added 758 gal ❑ N/A — pressurized field 6 ❑ Monitor tubes go to bottom of effective, if not, state New depth in 120 depth into effective 3,3'- Elapsed time min ® Code -required soil cover over field Final fluid depth 0 in ❑ System presoaked Absorption rate 750+ gpd (Required if vacant for greater than 30 days prior to Any rejuvenation treatment (past 12 months) NO date of test) Gallons introduced gallons If yes, enter date N/A Conirtleiits/Deficiencies PROPER'Y VACANT SINCE11/4/2020 BOTH 2014 TRENCHES WERE DRY PRIOR TO TEST - TESTED EAST PORTION OF 2014 TRENCH ONLY. GEG DID NOT EVALUATE THE CONDITION OF THE 1976 TRENCH. COSA Checklist yellow sheet E. SEPARATION DISTANCES E] Yes if No it If absorption field is under driveway comment below From Private Well on Lot to: (Please enter distances if less than required or if community well) if No Septic Tank/Lift Station on Lot > '100' Wells on Adjacent Lots: Water Main _ 10' Community Sewer Manhole/Cleanout > 100' Q✓ Yes if No ft 7 Yes if No ft Neighboring Tank > 100' 0 Yes if No ft Private Sewer/Septic Line> 25' ✓0 Yes if No It Absorption Field an Lot > 100' ✓Q Yes if No ft Holding Tank > 100' Yes if No ft Neighboring Absorption Fields > 100' Animal Containment > 50' ❑✓ Yes if No ft [21 Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' [✓ Yes if No ft � Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' Yes if No ft Surface Water > 100' Q Yes if No ft Property Line > 5' Q Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' P� Yes if No ft Private Wells > 100' Yes if No ft Water Main > 10' ✓Q Yes if No ft Community Wells > 200' F/� Yes if I,,)o ft Water Service Line > 10' 17,171 Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' E] Yes if No it If absorption field is under driveway comment below Property Line > 10' Yes if No ft Wells on Adjacent Lots: Water Main _ 10' [a Yes if No ft Private Wells > 100' Yes if No ft Water Service Line > 10' 0✓ Yes if No ft Community Wells > 200'dQ Yes if No ft Surface Water > 100'✓❑ Yes if No ft F. ENGINEER'S COMMENTS PER THE INSPECTION REPORT IN MOA RECORDS, THE 1976 TRENCH IS PARTIALLY UNDER THE DRIVEWAY. GEG DID NOT LOCATE C/O ON 1976 TRENCH G. ENGINEER'S CERTIFICATION �—F 1 <' t t, t t cerfiify that /have determined through field inspections and review.c 41 r ; of Municipal records that the above systems are in conformance with .• , r ), MOA COSA guidelines in effect on this date: .. ... < Je rey F �aorr� �j UI7� ``�, r•" .j � raj • ��?.L�`L',, COSA Checklist yellow sheet #AECC88 Municipality of Anchorage. Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Water Well Advisory Certificate of On -Site Systems Approval (COSA) # OSC201680 During a recent COSA on-site inspection and test of the potable water supply well on Lot 2 of Seidler subdivision, the well's productivity was determined to be .15 gallons per minute. The minimum well productivity required by this Department (AMC 15.55) for a 5 -bedroom residence is .51 gallons per minute. Restriction of non-critical water uses such as washing cars and watering lawns and gardens may be required. This advisory must be attached to all copies of the subject Certificate of On - Site Systems Approval. FEND] Municipality of Anchorage .2, < & On -Site Water & Wastewater Program' (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL 050-081-16 1. GENERAL INFORMATION Complete legal description Location (site address) Current Property owner(s) Mailing address Real Estate Agent Expiration Date: d SEIDLER S/D; LOT 12005 LUGENE LANE, EAGLE RIVER, AK, 99577 DALE GREINER Day phone 223-1878 12005 LUGENE LANE, EAGLE RIVER, AK, 99577 BROOKE STILTNER W/ REMAYJDYNAMIC Day phone 2. TYPE OF DWELLING: i �t t Single Family (w/wo ADU) 1 + ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 5 4. TYPE OF WATER SUPPLY: r�A' JUN 10 2014 244-6742 TYPE OF WASTEWATER DISPOSAL: Individual Well Individual On-site Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ W aiverNariance request Received by-- Date: COSA to be released to the engineer, unless atherwise requested by the engineer. COSA Fee $� / r" /J 2 �I � Waiver Fee $ ADate of Payment (01 t `(/ � Date of Payment Receipt Number � 1(4 l G Receipt Number COSA # n5(_ W751 7 51 Waiver # Distance - 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. /further verify that based on the information obtained from the Municipality of Anchorage fifes 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 GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. TUDOR ROAD, SUITE 101 "ANCHORAGE, AK, 99507 Engineer's Printed Name Engineer's Comments: JEFFREY A. GARNESS, P.E. In conducting this evaluation, GEG, UD. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines 8 Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to madilyidentifiable features. The operationallife of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate dialog the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate ofhow long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any otherperson or partyis not authorized, nor will it confer any legal light whatsoever. 6. DSD SIGNATURE V System #1 Approved for bedrooms. System #2 Approved for Disapproved. Conditional approval for bedrooms. rA Phone 337-6179 Date bedrooms, with the following stipulations: • kit% St�:� t(U(U((1(fOF AA(6l assA� ON-SITE WATER AND WASTEWATER r_o^ F'tCVvtr• c1� By: �/,� Original Certificate Date: l -f! 0 The Muni lit r horage Develop,emt 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. ATTCHMENTS: COSA Checklist Septic System Advisory Well Flow Advisory Ill— inrnn9i L 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: SEIDLER SID; LOT 2 Parcel ID: 050-081-16 A. WELL DATA *BEDROCK & U BELOW SURFACE. "ADDITIONAL WATER STORAGE INSTALLED. SEE ATTACHED. Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (YIN) YES Date completed 10/1976 Sanitary seal (YIN) YES Wires properly protected (YIN) YES Total depth 260 ft. Cased to `21.4 ft. Casing height (above ground) 12+ in. FROM WELL LOG Date of test 10/1976 Static water level 50 ft. Well production 3 g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Nitrate ND mg./L. Arsenic: ND ug./L. Date of sample: 4/25/2014 B. SEPTIC/HOLDING TANK DATA Tank Type/Material SEPTIC/STEEL Tank size 1500 gal. Number of Compartments z Foundation cleanout (YIN) YES Depression over tank (YIN) NO Date of pumping NEW Pumper AT INSPECTION 4/2 312 01 4 125 ft. "0.23 g.p.m. Collected by: GEG, Ltd. Date installed 6/5-612014 Cleanouts (YIN) YES High water alarm (YIN) NIA C. ABSORPTION FIELD DATA 'BELOW EXISTING GRADE Date installed 614-5/2014 Soil rating .p.d./ or ft2/bdrm) 0_9 System type DUAL TRENCH (2@50) Length 100 TOTAL ft. Width 5/5 ft. Gravel below pipe 4.114.0 ft. 9.3-10.1! Total depth 10.3-10.4 ft. Eff. absorption area 1000 ft' Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fail) PASS For 5 bedrooms Fluid depth in absorption field before test in. Water added =gal. New depth in. Elapsed Time: = min. Final fluid depth = in. Absorption rate >= 750+ g.p.d. Any rejuvenation treatment (past 12 mo.) (YIN & type) NONE KNOWN If yes, give date D. LIFT STATION Date installed "Pump on" level at in. Size in gallons Manhole/Access (Y/N) "Pump off' level atwa er alarm level at in. Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ Absorption field on 100'+ On adjacent lots 100'+ On adjacent lots 100'+ Public sewer main N/A Public sewer manhole/cleanout N/A Sewer /septic service line 254 Holding tank NIA Animal containment areas 50'+ Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 51+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface Water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage '0' Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS "NEW DRAINFIELD IS AT EDGE OF DRIVEWAY. OLD DRAINFIELD IS UNDER DRIVEWAY. G. ENGINEER'S CERTIFICATION I certify that / 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 JEFFREY A. GARNESS Date 6 I to h* (Rev. 10112112) fROFESSI()NW&. rt XwIW Domer oe / tO9 Mair eunw xlena cA�O, � a EUwlo � 3 / Y ... ...-... s , 2s.2 ��\� F / 4 2' / .. INS� v EXISTING d."" / HOUSE / 30.4' \ / G9EEN O \ N ! HOUSE GARAGEOR EN HOUSE '99.95• S_A� 3 / C�• � STTa05,20•F WELL / p1 9°O / / 1 UNDER NO CIRCUMSTANCES SHOULD AN AS -BUILT BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE ONES. THE SURVEYOR TAKES RESPONSIBILITY 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. Lot "VEY SURVEY TYPE SYMBOLS FWNDA710N AS -BUILT ❑ NNAL SIUCIURE AS -BOLT .. SET REBAR � W t ':D ASPHALT DRAINAGE ❑ PLOT BUUI ... A9-BWLT... LOT 9URVEY... TOPO(AAPHY o FOUND REBAR .m 9 e WOOD FENCE .. CONCRETE A 6U T .. O Fl Allp1 AS-BUILF ... NO CIXWERS SET 00a ASSUMED ELEV. *.-_X--* METAL FENCE ® WOOD DECK PLOT PLANS & LOT SURVEYS NOTE: IT IS THE RESPONSIBILITY OF THE BUILDER OR OWNER. PRIOR TO CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE ONLY THOSE IMPROVEMENTS ABOVE GROUND AND VISIBLE WILL BE SHOWN. FENCES. WELLS, SEPTIC CLEANOUTS• SIDEWALKS, DRIVEWAYS, TO FINISHED GRADE AND UTILITY CONNECTIONS AND TO DETERMINE ETC.. ARE SHOWN IN THEIR APPROXIMATE LOCATION, ONLY. SNOW THE EXISTENCE OF ANY EASEMENTS. COVENANTS OR RESTRICTIONS MAY PREVENT SOME IMPROVEMENTS FROM BEING SEEN AND LOCATED, WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. ALL DISTANCES ARE RECORD UNLESS OTHERWISE NOTED. SURVEY CERTIFICATION••<•���\�ti+ Prepared by PLOT PLAN ,(••P�� `�'•••ri/1+++ Q,, Robert E. Johns, Jr. CSC, Assoc. M•W6«O�oYC�l�e'"ugpe(I ......... ••`••'y1 •• Professional Land Surveyors Aa.. AVW s.+iMN d a w w aen.r. a w p. rti a w n.n r . •�•\` ,� Gj•''• �♦ 1700 Brink Drives ew... wrek..a .Ow ..•.+.. naw d.. w.....w « . + , A {L •'• ANCHORAGE, ALASKA 99504 Scola: 111 I 40 Ree. Lot S.F. Rao. Piet FAe No. FOUNDATION AS -BUILT 49th f' •• • �••• • ' .W6 L iM. A'. M.ly aYy wt! naw pw•am•. n At. t rrn et w al aw ai..aw - .:.... .. ,.,...... •, Date Surw ,ed: 06/09/14 Drain by. REJ CNedled byR A JIVI m w...M '; ROBERT JR, °°`° Drown: 06/09/14 Grid` NW153 W.O. 14-223 %whO � .JOH r� m `• a ••• IrI FINAL STRUCTURE AS -BUILT 4121—S : A.1, ,� •••••'.................. ' Legal Dexrlptlor: Lot 2 e.MLa • a I wvrA.v m aw lr .e ar . w+� �. f° y'<II o �-M=' a.aM '" pnN,��. p+�i�i�:+••� SEIDLER