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HomeMy WebLinkAboutPELENOR BLK 2 TR F-2Onsite File Pelenor Blk 2 Tr F-2 #060-321-49 4700 Permit Number: Community Elmore St. • P.O. Box 196650 ON-SITE OSP141157 Municipality Development On -Site Water & Anchorage, AK 99519-6650 WASTEWATER PID Number: of Anchorage Department Wastewater Program • http://www.muni.org/onsite INSPECTION REPORT 06042142 • (907)343-7904 0 New Pew 1 or 3 E4 Upgrade Name: STEWART FAMILY TRUST ABSORPTION FIELD El Shallow Trench 0 Bed • Mound Address: 18440 STEWART MOUNTAIN DRIVE, EAGLE RIVER, AK 99577 0 Deep Trench • Other Phone: No. of Bedrooms: (530) 275- 5548 3 Sol Rating: 1.0 SPUN. R raw °i�'r""°'p10" 3 (MAX.) R LEGAL DESCRIPTION Oep"b°'"""""°"°°"0`e 2.47 wads: MAX. R °""'""°""ehpD" 0.53-0.63 R Subdivision: Block: Is BERNARD - TRACT F-1 Fla eras W9nrbaS graft SEE DWG. R GRAN *yet 90 (2 © 45' LONG EACH) R Tamahip: Range: Sedan: - Gravel Reit 5 FL flab Number Minn: Mono Woven kec R SEPARATION DISTANCES TMs ahrrparl alae: 450 80. R Number MCrtlME 2 DIM. baawflnai 10' R To Fran SepticUft Tank AbaieId Station HoldingPae kg eowKaa Ulm Well 100'+ 100'+ 1001+- 25'+ TANK 0 Septic 0 S.T.E.P. ❑Holding 0 Other TANK aw* 1250 Ga. Surface Water 1001+ 100'+ 1001+- N/A Mruhgren ANCHORAGE Lot one 'o' 101+ •o' - MMMM: STEEL MantrMmlpannente 2 Foundation 5'+ 10'+ 101+ - LIFT STATION Curtain Drain Mnuedur: ANCHORAGE TANK/ORENCO SYSTEMS Maeda: 1 42luatliD commute/0 te/0 GN. NONEKNOWN Remarks: *REQUESTING 0 FOOT LOT LINE WAIVER FROM �� 43' mg � 39' Nth IRS � 45' S.T.E.P. TANK TO NORTH LOT LINE. CONTRACTOR IS OBTAINING Rat MS Mode: 20 OSI OS HHF mlos Ran p.tlmd RI: JOHN MEND LETTER OF NON -OBJECTION FROM THE MOA RIGHT-OF-WAY PIPE MATERIAL House to tank Drainfield D3034 Tank drainfield to D-1785/2665 DEPARTMENT FOR ENCROACHMENT ONTO 20' ALLEY. Installer SOUTHFORK CONSTRUCTION D-1785/2665 CO/MT D3034 Inspector GEG, Ltd. BENCH MARK (Assumed elevation) 96'43 R Inspection Dates: 1st 3rd 5/8/2015 2nd 6/8/2015 Location and 0e°OW"' TOP OF MANHOLE LID 6/9/2015 4th 6/10-12/2015 Community Conditional approval Development Department Approval Date �% ENGINEER'S =mss SEAL �� 44 •..1-- 0 .v*00 '0 9? .J f -. CE 7$ •.•la1i,1. Garn ss, •v0-. •`/ J•bi• �qd4 Op (Ia'e�' ADOp4000���oo Approved w9� • , '// / Dais Ct _I. I li V -1 IM.,aSrnl Maori 1_1_19 ,I, PERMIT NUMBER: OSP 141157 FO-ReO.ttr NP ----- PURPOSE RECORD DRAWING APPROXIMATE LOCATION OF DITCH LINE. NO RUNNING WATER ON 5/12/2014 OR NEW 1250 GALLON DURING INSTALLATION OF NEW SEPTIC. S.T.E.P. TANK PARCEL ID NUMBER: 060-321-22 FCO 001 STI ST2 MH MT1 iviT2 NlT3 IOTA A B C D 11.0 - - 13.23 - - 12.7 27.48 - 41.4 30.2 - - 46.2 36.1 - - 48.0 38.0 - 78.1 52.9 75.1 - 41.7 44.4 85.7 - 79.6 62.4 85.8 - 53.6 60.2 81.6 - i s \4• WATER LINE LOCATION PER / F SOUTHFORK CONSTRUCTION / rr1 3a‘• . ' . - .. WHO INSTALLED WATER LINE.\\\\ J�% 4{ �'�1 .L '. ',:',.:. Y x/ / y MT4 M i - 0 T o ' • TRAIL 100 FOOT WELL RADIUS THIN MT3 WELL -2' ENCROACHMENT. REQUESTING 0 FOOT LOT LINE WAIVER. ( LETTER OF NON- OBJECTION ARE BEING OBTAINED) SCALE: 1" = 30' ALTERNATE SITE WILL REQUIRE AN ADVANCED TREATMENT SYSTEM NOTE: THE OLD UNDOCUMENTED SEPTIC SYSTEM WAS PERMANENTLY DECOMMISSIONED PER UPC CODE PER CONTRACTOR. GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE) AK 98507 PHONE (907) 337b179 • FAX (007) 3303248• WEBSITE wdw.pammxreMx0np.cam PREPARED FOR: STEWART FAMILY TRUST LEGAL DESCRIPTION: BERNARD S/D; TRACT F-1 YPE OF WORK: RECORD DRAWING OF SEPTIC SYSTEM UPGRADE PHONE NUMBER: 530-275-5548 PAGE NUMBER: 2 OF 3 DRAWN BY: J.L.M. DATE: 1/27/2016 0 A. Gayness � � • 0 795 �tROF`S` cit PERMIT NUMBER: OSP141157 RECORD DRAWING FINAL GRADE • 95.54-95.81 TOP OF MANHOLE = 96.43 TOP OF TANK AT INLET a 90.71 INVERT OF BUNG AT INLET= 90.07 TOP OF TANK AT OUTLET • 90.61 PARCEL ID NUMBER 060-321-22 ORIGINAL GRADE = 102.49 HIGHEST POINT FINAL GRADE = 103.47-103.80 2' OF M.O.A. SAND FILTER FILTER FABRIC INVERT OF DIST. UNE' =100.02 TOP OF SAND FILTER = 99.49 BOTTOM OF EXCAVATION = 97.49 ORIGINAL GRADE • 101.88 HIGHEST POINT FINAL GRADE = 102.34-102.71 TH61 a 0.63' 0 2' OF M.OA SAND FILTER r INSULATION (PER CONTRACTOR) FILTER FABRIC INVERT OF DIST. LINE' =99.51 TOP OF SAND FILTER = 98.88 BOTTOM OF EXCAVATION = 96.88 'THE DISTRIBUTION LINE ARE 1.25 INCH PVC WITH 1/4 INCH HOLES SPACED EVERY 3 FEET (15 HOLES PER LATERAL, 30 HOLES TOTAL) - PER CONTRACTOR V RELATIVE ELEVATION OF GROUNDWATER IN THN1 = 92.49 RELATIVE ELEVATION OF BOTTOM OF THR1 = 90.49 RELATIVE ELEVATION OF GROUNDWATER IN THF1 = 91 88 V RELATIVE ELEVATION OF BOTTOM OF THIN =89.88 GARNESS ENGINEERING GROUP, Ltd CIVIL. & ENVIRONMENTAL. ENGINEERS 8101 E. IUDCR ROW, BU11E 101/ANCHORAGE. AK 90507* PHONE (007) W4170 • ROI(BOnb85816•NEEBRE:MN.'pn•w•VB�BY� PREPARED FOR: STEWART FAMILY TRUST :GAL DESCRIPTION: BERNARD SUBDIVISION, TRACT F-1 PHONE NUMBER 530-275-5548 TYPE OF WORK: ', RECORD DRAWING - PROFILE OF NEW SEPTIC SYSTEM PAGE NUMBER: 3 OF 3 DRAWN BY: J.L.M. DATE: 1/27/2016 Municipality of Anchorage P.O. Box 196650 a 4700 Elmore Road Anchorage, Alaska 99519-6650 ® (907) 343-7904 • Fax (907) 343-7997 http://www.muni.org/Onsite Development Services Division On -Site Water and Wastewater Program **** VARIANCE/WAIVER REVIEW **** Waiver#: OSV161033 COSA#: OSC161100 Permit#: OSP141157 PID#: 06032122 Legal Description: Bernard, Tract F-1 Engineer: Garness Engineering Group Applicant: Stewart Family Trust Your request for a waiver of the required 10 feet horizontal separation from the absorption field to the property line has been approved. The approved separation distance is 0 feet. This waiver approval applies to the existing absorption field only. Any future upgrade to the on- site wastewater disposal system will require all separation distances be met or another approval from this department. Adjacent private properties are not affected by this waiver. Waiver is Granted: X Waiver is not Granted: Date: y /// 4 Approved by: 4 t ame. ' eviewer GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS January 27, 2016 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Waiver Request from Tank to Lot Line for Bernard S/D; Tract F-1 To whom it may concern: We are requesting a 0 foot waiver from the edge of the tank to the North property line. During our initial inspections of the tank, the contractor did not have the north lot line flagged by a registered land surveyor and proceed at his own risk. We performed our final grade and swing - tie inspection, after the system was installed and have recently been sent a update as -built survey; and based upon these documents, we have discovered that the corner of the tank is approximately 2 feet over the North lot line and encroaches on a 20 foot alley for recreational purpose. We have notified the contractor and they are in the process of obtaining a letter of non- objection from the MOA Right -Of -Way department. Once we have received this, we will forward you a copy. The area to the north is a 20 foot undeveloped alley and the encroachment appears to have no adver e effects on the dedicated recreational alley. If you have any questions, please contact t at 337-6179. Thank you for your assistance. Since ely resid 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 POST IN A CONSPICUOUS PLACE ALL WORK MUST BE INSPECTED Field Inspection Request required 2 working days in advance of starting work and 2 working days in advance for final inspection. Call (907) 343-8206 (voice recorder) for scheduling. Permit is not valid without the call-in and also must include the one -call ticket (utility locate) number. MUNICIPALITY OF ANCHORAGE RIGHT OF WAY DIVISION RIGHT OF W Type: E Construction Sta 4 R161182 3/10/2016 PWDEW 10/2016 Perm Contact Pe Site Legal Fi Fee d==ss: 815 sc tion: BERNARD TR F-1 G:02 i t Work es ription: E ent of a S.T.E Per See reverse for requirements/remarks. I have read and understand both sides of this permit. I agree to the terms and conditions; and I certify that all work will comply with federal, state, and municipal codes and regulations and the provisions of this permit. Signature�� �- (4 L Date: 3-011- I L gm ,v 1715, 11:22a South Fork Construction 6941122 p.1 w SOUTH FORK CONSTRUCTION P.O. Box 770567 EAGLE RIVER, ALASKA 99577 (907) 694-4351 FAX (9071 694-1122 DATE 11/ i7/15 suruEcr j ra c-�" F - I Cr r n�ss L- ; eecui5 C-rre)ap P&rnai4C 564424TCisiavi 67(53 SfeWah tl kjoiLiata ;11 Dr. 1701 E. ficoloK 4nc%1of2tjaf f}K 995°7 0 Yl9%7trnr7 h7e r'p -a- 5yq-1eJn It S¢aftael on -fhe- above_ tNFetencec� 1roper5r was pe-rA rrned by >/To11n A: Meng, .71 _:ICI a __ _i . rY e. vjt.„'1 . ,rL/ 5'ta / l C,,e 1) e 90 to 4 , ct,4' %Gita Natio/let/ . t f ecr Lf ea,L 0 PLEASE REPLY ❑ NO REPLY NECESSARY SIGNED Nov 17 16,11:22a `. • South Fork Construction 6941122 Alaska Department of Labor . ., ., .. ..:?- .- - -, • .. -_ Certificate...etFiyness • I. ..-:., l';',.*:., Issued • "„<-----... ,,,_:7--,, Expires I I 06/17i2014 ,:;::::.:4n1s.7:1-:.,. 0511712016 1Z: It ----- 16743 :11/1AfkCIJS": ST —". EAGLE,FtIVEgi AK :99567 \NGT DOS 180 01123/1850 511 Dianne Blumer 302419 7iNi rTh.mrt:ssiorer p2 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: OSP141157 Tax Code Number: 06032122000 Work Type: Septic Upgrade Permit Effective Dates: June 09, 2014 to June 09, 2015. Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: BERNARD Site Legal Address: BERNARD TR F-1 G:0254 Owner/Address: STEWART FAMILY TRUST 16743 MARCUS ST EAGLE RIVER AK 995777617 Site Mailing Address: 8153 STEWART MOUNTAIN DR, Eagle River Lot Size in Sq Ft: 124756 Total Bedrooms: 3 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. Received By: Issued By; Date: MUNICIPALITY OF ANCHORAGE Community Development Department Development Services On -Site Water & Wastewater Program Mayor Dan Sullivan Parcel I.D. 060-321-22 On -Site Sewer/Well Permit Application For A Single Family Dwelling 1.4M111:77AL MAY 3 0 2014 Property owner(s) JOHN MENO Day phone 726-7388 Mailing address 8182 STEWART MOUNTAIN DRIVE *EAGLE RIVER, AK 99567 Site address 8182 STEWART MOUNTAIN DRIVE *EAGLE RIVER, AK 99567 Legal description (Subic!, Block & Lot) BERNARD; TRACT F-1 Legal description (Township, Section & Range) Lot Size Sq.Ft. Number of Bedrooms 3 APPLICATION IS FOR: ([ all that apply) Absorption Field Septic Tank ►t Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ APPLICATION IS AN: Initial ❑ Upgrade Renewal ❑ THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: TYPE OF DEWELLING: Single Family (SF) (w/wo ADU) Duplex (D) ❑ Multiple Dwellings ❑ (SF and/or D) N/A 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: 514 9 Waiver Fees: Date of Payment: (p /2 fig Date of Payment: Receipt Number: n i R'?7Receipt Number: Permit No. 0 SPi5%II S I Waiver No (Rev. 01/11) GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS '---""''''rttat--- May 28, 2014 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Request Re -Issuance of Septic Permit for Bernard S/D; Tract F-1 (SW090006) To whom it may concern: The referenced property had its permit expire on January 20, 2010. The owner, John Meno, would like to have the permit re -issued so that he may install the proposed septic system. Please note that the well was drilled on 3/10/09 at its proposed location. In regards to the surrounding area there has been no changes that would affect the septic system design or location. In short, we request that you re -issue the well and septic permit. The design package is attached. 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. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS May 14, 2014 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 Ref: Proposed Septic Upgrade for Bernard Subdivision; Tract F-1, To whom it may concern: The existing 3 bedroom house is served by a community water system that is being abandoned. We are proposing to install a private well. The existing septic system is undocumented and needs to be upgraded. We are proposing to install a 1250 gallon S.T.E.P. tank, and dual 5 -wide shallow trench type drainfields with sand filters. One test hole was excavated on the property. The drainfields will be designed around the 30 foot radius of the test hole. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which show the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There was no visible surface water with in 100' of the proposed septic system, however, a ditch line exists that may have surface water in the spring. We propose to be 100' away from this ditch line. 4. TOPOGRAPHY: As can be seen on the attached design drawing the average topography in the area below the drainfield is approximately 5% running south to north. In short, there are no slope concerns with this installation. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any quest' r s, please contact us at 337-6179. Thank you for your assistance. Si Jeey A. President ., M.S. NOTE: Attached is a site plan drawing, a design drawing, two detail drawings, and one soil log, which are all part of the design package for this septic system. (Contact G.E.G. Ltd for 7 page construction specification letter.) 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com BERNARD TRACT C-1 TRAILER O BERNARD S/D. BLOCK 3, LOT 1-1A L r • • \ \ [SEPTIC ARj i --- — -- \ // BERNARD 5/D, \ \ BLOCK 3, LOT 1-18 \ I \ 00 *EpS0J k. r [SEPTIC ARE BERNARD S/D. BLOCK 3, LOT 3A (COMMUNITY WATER LOCATED ON LOT 12) \ I BERNARD S/D, 1 \I BERNARD 5/D. / BLOCK 3, LOT 9 1 1 \ BLOCK 3, LOT 10 / BERNARD S/D, BLOCK 3, LOT 11 GARNESS ENGINEERING GROUP, Ltd megfigessausammosmnwm CIVIL & ENVIRONMENTAL ENGINEERS 3701 E. TUDOR ROAD. 31111E 101 • MICHORAOE. AK 99507 • PHONE (907) 337-6179 • FAX (907) 338 3246 • WCOSITE: • no.gomnnnqieeeri �v PREPARED FOR: PHONE NUMBER: JOHN MENO 726-7388 PAGE NUMBER: 1 OF 3 LEGAL DESCRIPTION: BERNARD SUBDIVISION; TRACT F-1 DRAWN BY: PNB TYPEPEOPM SOPK: SITE PLAN FOR PROPOSED SEPTIC SYSTEM DATE: 5/28/2014 1• A •• i y A. Garnessturn Gla I.`•r•: 4OFES 54:*♦ h�w�t. DESIGN CRITERIA: NUMBER OF BEDROOMS: 3 GALLONS PER DAY (GPD): 450 PERCOLATION RATE/S: <1 MIN./INCH PROPOSED APPLICATION RATE: 1.0 MINIMUM DRAINFIELD SO.FT.: 450 DRAINFIELD DESIGN: MAXIMUM DEPTH OF EXCAVATION: 5 FEET WIDTH: 5 FEET LENGTH: 90 (2 8. 45) FEET M.O.A. APPROVED SAND FILTER: 2 FOOT EFFECTIVE: 0,5 FEET REDUCTION FACTOR: N/A ACTUAL SOFT.: 450 GEG, Ltd. HAS A 8 PAGE SPECIFICATION LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT GEG. BY PROCEEDING FORWARD 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 CONDITIONS OUTLINED. NOTE: TANK AND DRIANFIELD NEED TO BE 100 FEET PLUS FROM ALL SURFACE WATER. APPROXIMATE LOCATION OF UNDOCUMENTED SEPTIC SYSTEM. INSULATE UNDER DRIVE WAY PROPOSED 1250 GALLON S.T.E.P. TANK WITH ORENCO CONTROLS AND FLOATS APPROXIMATE LOCATION OF DITCH LINE. NO RUNNING WATER ON 5/12/2014. EXISTING 3 BEDROOM HOUSE / / / SCALE: / / MT PROPOSED DRAINFIELD NEW WELL MOT NrTH#1 1" = 40' sitN 0 O ALTERNATE SITE WILL REQUIRE AN ADVANCED TREATMENT SYSTE / / HIGHLAND ROAD ----�/ �� OF q� 4. 4.,`p .•,....•.� .... 9 • GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS 3701 E. T000R ROAD. SUITE 101 • ANCHORAGE. AN 99507 • PHONE (907) 337-6179 • FM (907) 336 3246 • WEBSRE: vev.9orne,,,ng, PREPARED FOR: JOHN MENO PHONE NUMBER: 726-7388 PAGE NUMBER: 2 OF 3 LEGAL DESCRIPTION: BERNARD SUBDIVISION, TRACT F-1 TYPE OF WORK: DESIGN OF PROPOSED SEPTIC SYSTEM DRAWN BY: PNB • DATE: 5/28/2014 • • arness.4 -7953 •%_'� 44.11:\• < thPROFESS ..c.t•• r P 1' L P L THE DISTRIBUTION LINE IS TO BE 1.25 INCH PVC WITH 1/4 INCH HOLES SPACED EVERY 3 FEET (15 HOLES PER LATERAL, 30 HOLES TOTAL) LINE FROM S.T.E.P. TANK GARNESS ENGINEERING GROUP, Ltd kn= - CIVIL & ENVIRONMENTAL ENGINEERS' 3701 E. TUDOR ROM, SUITE 101 • ANCHORAGE. N: 89507 • PHONE (807) 337-8179 • FM (907) 330-3248 • WEBSITE: wwgom.v.nQlmmin0 PREPARED FOR: JOHN MENO PHONE NUMBER: 726-7388 PAGE NUMBER: 3 OF 3 LEGAL DESCRIPTION: BERNARD SUBDIVISION, TRACT F-1 DRAWN BY: PNB TYPE OF WORK: DESIGN OF PROPOSED SEPTIC SYSTEM DATE: 5/14/14 • • • ir Its^': ef•� .rness.S�= •I.�J CEE77�79p5, ' -_� ♦fIt .. FESS t••• 1 Ccrtittci ariwng 1Loq by DOC CO, dba SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99567 •TELEPHONE 688-2759 OWNER OF LAND• 1362(Z -i' it9 ADDRESS' LEGAL DESCRIPTION: 13rrzw=4 t' lay cl F -L DATE: 3/Uf 0 ci PERMIT NUMBER: 0 CI!`I L%t Date of Issue / TAX IDENTIFICATION NUMBER. f( - j - Is well located at approved permit location? 9-'Qes Li No Method of Drilling: fir rotary cable tool Depth of well' AO Casing Type S7 ± Wall Thickness 5 ` inches Diameter L inches, depth 6 feet .L r( Liner Type. � ) PVC - Casing Stickup Above Ground: `;N- ` feet Static Water Level' fit Lc: „- feet Recover Rate' 3C) gpm Method of Testing- Ai i2 - Well Intake Opening Type: 7 open end l open hole CI Screened; Start feet Stopped feet ❑ Perforations Start feet Stopped feet Grout Type- rti Volume C,+"{tpi Depth: from feet, to Well Disinfected Upon Completion?s No Method of Disinfection• t- rrA c #.�'r= i� /er�t� feet Comments BORE HOLE DATA DEPTH From To G 4 3 13 165 /53 ?3 3- 414 C.. �... re . S ; tc1e r3 J4 Ode-. ' ii iE d k ii C e :11 lei a %✓/z S.1'Ci r( C ,Z.IF-✓d i,CL L4 Si/ (;),t -4.<7Z. 136-4,2'4 4 t & Giz4 ; 6:1* <; u x Z — t+-7 -- /.5,;:d _/5 d, c /( 64 A' Driller's Name C E ,5 41. 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. Zd 69LZ 999 L06 sil8M as}eM ueAillnS d L0:90 60 170 oea ARCTIC PUMP & WELL INC. Jim Sullivan, CPI PO Box 770197 Eagle River, AK 99577 (907) 688-2510 (907) 258-2510 (907) 745-2510 apw@ gci.net Pump Installation Log Well Drilling Permit Number: SW090006 Parcel Identification Number: 060-321-22 Date of Issue: 1-20-09 Legal Description:Bernard T F-1 Lot: Block: Property Owner Name & Address: Bernard Stewart 8182 Stewart Mt Dr Racrla P Tpr AK 00577 Pump Installation Date: 9-23-09 Pump Intake Depth Below Top of Well Casing:199 Feet Pump Manufacturer's Name: Franklin Pump Mode1:20-sdqp-1.5hp Pump Size:1.5 hp Pitless Adapter Burial Depth: feet Pitless Adapter Manufacturer's Name: Pitless Adapter Installer: UK , Inc. Well Disinfected Upon Completion? Yes Method of Disinfection: Chlorine Comments: Pump Installer Name: Arctic Pump & Well, Inc. Arctic Pump & Well, Inc. Page 1 of 1 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water B Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Upgrade Permit Number: SW090006 Legal Description: Bernard Tract F-1 Design Engineer: 0855 GARNESS ENGINEERING GROUF Owner Name: Bernard Stewart Owner Address: 8182 Stewart Mountain Drive Eagle River , AK 99577 - Date Issued: Jan 20, 2009 Expiration Date: Jan 20, 2010 Parcel ID: 060-321-22 Site Address: 8182 Stewart Mountain Drive Lot Size: 0 SO. FT. Total Bedrooms: 3 Permit Bedrooms: 0 This permit is for the construction of: ❑✓ Disposal Field 0 Septic Tank O Holding Tank 0 Privy 0 Private Well 0 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, seated, and heated to prevent freezing. Received By. Issued By c{ l)r(4P),017 Date. j1 Vb �f Date: Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw St. P.O. Box 196650 Anchorage. AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 0600349 l QQ Property owner(s) BERNARD STEWART Day phone 907-694-3305 Mailing address 8182 ST ART MOUNTAIN DRIVE • FAGLE RIVER. AK Site address / g qqa9C 3C4 ptA a • Zip Code 99577 Legal description (Sub'd, Block & Lot) BERNARD SUBDIVISION: TRACT F-1 Legal description (Township, Section & Range) N/A Lot Size Al-/, 7670 Sq.Ft. Number of Bedrooms 3 THIS APPLICATION IS FOR (® all that apply): THIS APPLICATION IS AN: Absorption Field 0 Initial ❑ Septic Tank 0 Upgrade Holding Tank 0 Renewal 0 Privy 0 Private Well Water Storage 0 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. GARNESS ENGINEERING GROUP, Ltd. 0 Permit/Rush Fees: (O 3 S Waiver Fees: Date of Payment: Receipt Number: (Rev. 11/05) Date of Payment 0 1 7 '8 5 Receipt Number GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS January 6, 2009 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 Ref: Proposed Septic Upgrade for Bernard Subdivision; Tract F-1, To whom it may concern: The existing 3 bedroom house is served by a community water system that is being abandoned. We are proposing to install a private well. The existing septic system is undocumented and needs to be upgraded. We are proposing to install a 1250 gallon S.T.E.P. tank, and dual 5 -wide shallow trench type drainfields with sand filters. One test hole was excavated on the property. The drainfields will be designed around the 30 foot radius of the test hole. Comments regarding the design arc summarized as follows: 1. SOILS: See the attached logs which show the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: Sec attached design drawing for drainfield specifications. 3. SURFACE WATERS: There was no visible surface water with in 100' of the proposed septic system, however, a ditch line exists that may have surface water in the spring. We propose to be 100' away from this ditch line. 4. TOPOGRAPHY: As can be seen on the attached design drawing the average topography in the area below the drainfield is approximately 5% running south to north. In short, there are no slope concerns with this installation. We are unaware of an adverse impacts this installation would have on adjacent wells or septic systems. If you have any qusts, please contact us at 337-6179. Thank you for your assistance. c Jeffrey k/./G ess, ' E - M.S. President NOTE: Attached is a site plan drawing, a design drawing, two detail drawings, and one soil log, which are alt part of the design package for this septic system. (Contact G.E.G. Ltd. for 7 page construction specification letter.) 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179' Fax: (907) 338-3246 * Website: www.garnessenginecring.com LiI BERNARD TRACT C-1 TRAILER / / / / 1 / / I / 1 1 0 BERNARD S/D. BLOCK 3. LOT 1-1A 1 1 1 1 1 I ARS q+[REA aREnj —� \ A //.....\ / BERNARD 5/D. \\ \ /� \ �� BERNARD S. \ / BLOCK 3. LOT 4 \ BLOCK 3. LOT 1-18 \ BERNARD S/D. \ BLOCK 3. LOT 3A 700• /{ \\ O,Op (COMMUNITY WATER / kFQ \ SQH1 LOCATED ON LOT 12) SCALE: 1 100' BERNARD 5/D, 1 BL• K LOT 91 1 BERNARD S/D, / BERNARD S/D. 1 1\ r BLOCK 3, LOT 10 / BLOCK 3, LOT 11 1 1 I 1 1 GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS S GENERAL CONTRACTORS -- - - •-••-esti•-•-••• 5701 L WOK I10w. SITE 101 • AG(. AK 00507 • MOE (007)337-6170 • FAX (107)338-1146 • 1Kearz:ion .yv,w.•pw..wpe.n PREPARED FOR: BERNARD STEWART PHONE NUMBER: PAGE NUMBER: 907-694-3305 1 OF 3 LEGAL DESCRIPTION: BERNARD SUBDIVISION; TRACT F-1 TYPE OF WORK: SITE PLAN (Rev. 01/05) DRAWN BY: A.J.G. DATE: 1/6/2009 ness: Q C.1151.0. -795�3�c►o�0 e e •� 15 .V• Ip °c OPO les sic:sooco DESIGN CRI1ERIA• NUMBER OF BEDROOMS: 3 GALLONS PER DAY (CPD): 450 PERCOLATION RATE/S: <1 MIN./INCH PROPOSED APPLICATION RATE: 1.0 MINIMUM DRAINFIELD SO.FT.: 450 DRAINFIELD DESIGN: MAXIMUM DEPTH: 5 FEET WIDTH: 5 FEET LENGTH: 100 (2 0 50) FEET M.O.A. APPROVED SAND FILTER: 2 FOOT EFFECTIVE: 0.5 FEET REDUCTION FACTOR: N/A ACTUAL SO.FT.: 500 GEC, Ltd. HAS A 7 PAGE $PLCIFICANON LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT GEC. BY PROCEEDING FORWARD 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 CONDITIONS OUTLINED. NOTE: TANK AND DRIANFIELD NEED TO BE 100 FEET PLUS FROM ALL SURFACE WATER. APPROXIMATE LOCATION OF DITCH UNE W/ POSSIBLE SURFACE WATER IN SPRING. REROUTE PLUMBING INSIDE OF THE CRAWL SPAC CC'P�f JP APPROXIMATE LOCATION OF UNDOCUMENTED SEPTIC SYSTEM. PROPOSED 1250 GALLON S.T.E.P. TANK WITH OUANICS CONTROLS AND FLOATS •""CLEANOUT+`.,,.'.. e EXISTING 3 BEDROOM HOUSE Pr PROPOSED DRAINFIELC 0i 0 N HIGHLAND ROAD ALTERNATE SITE WILL REOUIRE AN ADVANCED TREATMENT SYSTE 7 GARNESS ENGINEERING GROUP, Ltd. •-••-^••— - .. CONSULTANTS & GENERAL CONTRACTORS-�••---....��--- 3101 1. TIUO1 ROAD, tilt 101 • .410ge12. A% (9507 • NIP( 0107)337-01711 a fAX ((01)138-3244 • 110/91L enwTwe.Ym4.1nsew. PREPARED FOR: BERNARD STEWART PHONE NUMBER: 907-694-3305 DESCRIPTION: BERNARD SUBDIVISION, TRACT F-1 LEGAL PAGE NUMBER: 2 OF 3 TYPE OF WORK: DESIGN OF PROPOSED SEPTIC SYSTEM (Rev. 01105) 5 ALE: 40' DRAWN BY: A.J.G. DATE: 1/15/2009 2' 50' 46' 2 1 J THE DISTRIBUTION LINE IS TO BE 1.25 INCH PVC WITH 1/4 INCH HOLES SPACED EVERY 3 FEET (15 HOLES PER LATERAL, 30 HOLES TOTAL) LINE FROM S.T.E.P. TANK L1576 SLOPE 5' AA7( "'2MOA APPROVED•4I:r' SAND FILTER 0.5- 0' 5% SLOPE 5. AAK 0.- 5 O' <27 ',. .`4 2 MOA AD'v FILTER SAND 4r::1, GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS 8 GENERAL CONTRACTORS 701 L TA011 nw an 101 • MCICMLL M 19107 • $CC (107)337-117$ • FM ($01)331-324 a 11/1714I[:....1.•.....1e... b, 1 PREPARED FOR: BERNARD STEWART PHONE NUMBER: 907-694-3305 PAGE NUMBER: 3 OF 3 LEGAL DESCRIPTION: BERNARD SUBDIVISION, TRACT F-1 DRAWN BY: K.D.M. TYPE OF WORK: PROFILE DRAWING DATE: 1/6/2009 (Rev 01105) GARNESS ENGINEERING GROUP, Ltd. 3701 L TUDOR 00507 7-0170 • 0.1 32441 • MEM: gornaimagslag. SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: BERNARD SUBDMSION, TRACT F-1 PERFORMED FOR: BERNARD STEWART 12 13 14 15 16 17 18 19 20 SOILS LOGGED BY: COMMENTS' PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS ',FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 1 (, Oi B.0.11 GP TO SP TEST HOLE #1 SOIL CLASSIFICATIONS GW GP GM GC SW SP SM SC DATE: 12/8/2008 ORG ML CL OL MH CH OH DEPTH TO GROUNDWATER DATE 10' 12/8/2008 10' 12/10/200E Oo F y 7�Gymess.: • E-79 3 _ea 4� '"1 (71°1,4 41°0'P c feas10�2 o0 4ppoo�� SEE ATTACHED SITE PLAN SCALE: 1' - 100' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 12/10/2008 POS PS F p5 PS Pg50 PERCOLATION RATE <1 (MIN./INCH) TEST RUN BETWEEN 4.0 FT. AND A FOUR HOUR PRESOAK WAS PERFORMED: PERC. HOLE DIA. 5.0 FT. 6 (INCHES) D YES • NO JODY MAUS PERCOLATION TEST PERFORMED BY: KYLE MAUS /(rl'') Municipality of Anchorage On -Site Water & Wastewater Program (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL Parcel I.D. 060-321-22 1. GENERAL INFORMATION Complete legal description BERNARD S/D: TRACT F-1 Expiration Date: 7 1 H (p Location (site address) 18440 STEWART MOUNTAIN DRIVE, EAGLE RIVER, AK 99577 Current Property owner(s) STEWART FAMILY TRUST Day phone 503-275-5548 Mailing address 16743 MARCUS STREET, EAGLE RIVER, AK 99577 Real Estate Agent BONNIE KING W/ KING REALTY 2. TYPE OF DWELLING: ▪ Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System WaiverNariance request for. LOT LINE WAIVER 3 Day phone 244-7176 TYPE OF WASTEWATER DISPOSAL: ■ Individual On-site ❑ Individual Holding tank ❑ Community On-site ❑ Public Sewer • Distance: Cr Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. Date: / __ COSA Fee $ P -C 5 Date of Payment ' 1 ,J Jl a Receipt Number COSA# OSC1(v iUob Waiver Fee $ ;15 Date of Payment ?2J wJS% Receipt Number Waiver # 6,f-i1G OSV16 l033 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 GARNESS ENGINEERING GROUP, Ltd. Address 3701 E. TUDOR ROAD, SUITE 101 `ANCHORAGE AK, 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments; In conducting this evaluation, GEG provided en engineering evatalion of the well and/or septic system in accordance with the guidelines and regulations established bythe Municipality of Anchorage and industry practices. The reported results describe the condition of the system/son the date/sof the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation.The operational life of all wells and septic systems depend on a variety of variables including, but not limlted to, soil condffons, 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 fest results do not guarantee future performance of the system's,; therefore, GEG makes no warranty (express or implied) regarding the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system can be installed on the property in the eventedharof the current systems fail. The content of this report is for the sole benefit of the person/party who retained GEG. Reliance upon the information provided in this report by any other person or party, including but not limited to subsequent property purchasers, isnot authorized. In short GEG disavows any legal duty to anyone other than the person/party who paid for Misreport 6. DSD SIGNATURE System #1 Approved for 3 bedrooms. System #2 Approved for bedrooms. Disapproved. Conditional approval for / Phone 337-6179 Date 5'1 30 tils i, 4i9r0 r d � dd,•-..ij.etfr�eyEveG1aone,s:s...ria 41 PROF S Cr •`OFAIvC bedrooms, with the following stipulations: ANO, ON-SITE m. NIA?ER AND, p PROGRAM ' -4 )'r GFgU\C; - Original Certificate Date el_ 1 / -162 The Municipality or Anchorage Develop,emt Services Division (DSD) issues Certificates of On -Site Systems Approval (COSA) based only upon the represenatations 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 (Rev 101121191 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: BERNARD S/D; TRACT F-1 Parcel ID: 060-321-22 A. WELL DATA Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) YES Date completed 3/10/2009 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES Total depth 200 ftCased to 64 ft. Casing height (above ground) 16+ in FROM WELL LOG AT INSPECTION Date of test 3/10/2009 1/26/2016 Static water level FLOWING ft, *0 ft Well production 30 g p m 7.6 g p m WATER SAMPLE RESULTS: 'WELL APPEARS TO HAVE PLUG/PACKER IN IT TO PREVENT OVERFLOWING Coliform 0 colonies/100 ml. Nitrate ND mg./L. Collected by: GEG, Ltd. Arsenic: ND ug./L. Date of sample` 1/27/2016 B. SEPTIC/HOLDING TANK DATA Tank Type/Material STEEL Date installed 6/8-12/2015 Tank size 1250 gal Number of Compartments 2 Cleanouts (Y/N) YES Foundation cleanout (Y/N) YES Depression over tank (Y/N)No High water alarm (Y/N) YES Date of pumping NEW Pumper C. ABSORPTION FIELD DATA Date installed 6/2-12/2015 Soil rating arft2/bdrm) 1.0 System type DUALS-WIDES Length 90' (2 © 45) ft. Width 5 ft. Gravel below pipe 0.53-0.63 ft. Total depth 3.5-4.3 ft. Eff. absorption area 450 ft2 Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fail) For 3 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 /BELOW EXISTING GRADE Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date "LIQUID CAPACITY OF SECOND COMPARTMENT OF 1250 GALLON S.T.E.P. TANK . D. LIFT STATION 'AIDER LETTER FROM ELECTRICIAN THAT ACCOMPANIED THE INSPECTION REPORT. Date installed 6/8-12/2015 Size in gallons •413 Manhole/Access (Y/N) YES "Pump on" level at 43 in "Pump off" level at 39 in. High water alarm level at 45 in. Datum BOTTOM OF BASKET Cycles tested NEW Meets alarm & circuit requirements? '"YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankAift station on lot 1004 On adjacent lots 100'+ Absorption field on lot 100'+ On adjacent lots 1001+ Public sewer main 75.= Public sewer manhole/cleanout 1001+ Sewer /septic service line 25'+ Holding tank 751+ Animal. containment areas 504 Manure/animal excrete storage areas 1004 SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line ""'0' Absorption field 5'. Water main 104 Water service line 101+ Surface water 100'+ Wells on adjacent lots 1004 SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO: Property line 101+ Building foundation 104 Water main 101+ Water service line `"""10'+ Surface water 1004 Driveway, parking/vehicle storage 31+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS "'REQUESTING 0 FOOT LOT LINE WAIVER FROM THE TANK TO THE NORTH LOT UNE. CORNER OF TANK -2 FEET OFF PROPERTY INTO 20 FOOT ALLEY. LETTER OF NON -OBJECTION OBTAINED FROM MOA RIGHT-OF-WAY. ""'"PER CONTRACTOR THAT INSTALLED THE WATER LINE AND SEPTIC SYSTEM, SOUTHFORK CO ' UCTION. Fs G. ENGINEER'S CERTIFICATION �o"' 1 certify that 1 have determined through held inspections and review of Municipal records that the above systems are in confomtance with MOA COSA guidelines in effect on this date. Engineer's Printed Name JEFFREY A. GARNESS Date 1-4!1l/b (Rev. 10/12/12) ro licui SOUTH FORK CONSTRUCTION P.O. Box 770567 EAGLE RIVER, ALASKA 99577 (907) 6944351 FAX (907) 694-1122 _11.412444.44)69.."-;1.1fri_ .27!-Aggi DATE /1 771 -1s - SUBJECT _ Its .3 Stewart, _MOa±aLaJ2t F _ffenmacci._ o_n Aacthvo _pro ID &wit -4_ ___ADA.35.____ezynnetit'd _aril y .th_eP fi2e.,...42.ri wary icesirlaa /0 flfl 5721,(L-11._Eca-k an/Ts:ince ti.lbaLse_t_ves that unii- ojjj 1/1:42/.7C.C. _bald s_cr...._cospi.c_x_____azt_tiiieffskrn_edir______ hanan ;f_..athic-_11. acts been. • 0 PLEASE REPLY 0 NO REPILY NECESSARY SIGNED • Soq *it t»,c COnorrEd 60 vd ZZ 1.14769 uoqonalsuo0 >pod wog d9V40 91.MI '13 01 �ccom Dmf m z ZOy OH Zco m 0 Z m Zm)3 E n O O zAO m m23 O 2 z 9£ 6d '£6-414H W m .,09 =J :91VOS HOUSE & TRAILER DETAIL SCALE: 1"=20' 411 \di▪ a • —'.• • •u . NT O • • e 2 • • N opit 1k •• a' 0 V A w 0) 0) w to N o' ^ `m' 8 Om a 9 n a m S 8 8 O D • m m m m m m00.0=. o 0 m a=a - m � m m of 0 m 9 SN s_.o a a n?s 4.w m m O m D Mw §R - o• 8 3.N a sm ='m0950 — m 0, CD 5' z- 0 w m g aocaza° 2 ano 5 3 g aw n 0 2 m n w w mm wm m 0.m o of -I a -I c 2w N Q m 0 mm CD co mm3 Dom m 0 Waw C a s W o °. cram a Za0 DO 0m w W 00 $Q S• = > m C < F nl -I 0 0 73 z m (n - 1 S N z m D_ O 03 0 a 0. 2 0. 0 0 0 m c 0 N 1 30 20' Alley N00°03'40"E 160.44 _L 113' R.O.W. Easement j Z _21cn / / Co 1 9 o Ill tth n O / . / / / / 11 V 0 0 r- .01 01 V O =1 7.4 0 a N • \ '0 \ g \ 0 184.94 co co co I co HOUSE DETAIL SCALE: 1"=20' 30 3/�R3❑ OHVN2i88 CO