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HomeMy WebLinkAboutSCIMITAR #1 BLK 1 LT 3Scimitar #1 Block 1 Lot 3 #051-132-06 Municipality of Anchorage Development Services Department Building Safety Division Onsite Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page 1 of 2 www.ci.anchorage.ak.us (907) 343.7904 ONSITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SWO50021 PID Number: 051-13206 Name RADJOHNSON Wastewater System: ® New ❑ Upgrade Addreae y10y0T 20236 EAGLE RIVER ROAD ABSORPTION FIELD Ptwrw NW" Of aeeoome: D Dep Trerdm D litmi�Tr ® Sed D ~tuna 0 odw LEGAL DESCRIPTION Sod R.1na: Tar Deem tram onprw pear 2 GPDNI' 0.8 Ft. 610 A lot suoeviawn. Depth b Ppe Worn horn antiN grade. (34" depth b nWh Ppe 1 3 SCIMITAW 0.1 Ft. 0.7 Ft Toerat q): Rargr. swm FA added . ongrnat grad Gr" L"h 15N 1W 10 4 Ft. 30 Ft. Well: ® New ❑ Upgrade Gra.N++wm'. 15 NwrDarrl antis 3 nw Dwbd aMrwen ka Ft. 5 FL CWvk~ (Pmab. A a. DC Tool Depen: caeea lo- TON aoeorpoan was Ppe mvtn . PRIVATE 360 Ft. 1 220 Ft 450 Fit 1w PVC Omer DMa Dowd sbtr water Le mnader: Dew Ymwwd BILL SULLIVAN 3 1 180 Fl GUARANTEED SERVICES yield Pump setts Caswy Napfd Aamw Grmna TANK 1 GPM 350 Ft. 2 FI SEPARATION DISTANCES ❑ Septic ❑ Holding ❑ S.T.E.P. ® Other. ADVANTEX To Septic Absorption Lift Holding Utilk/Private ect.. a ly From Tank Field Station Tank Sewerune ANCHORAGE TANK 1 1500 cr wan t1Qo' t1Qo' — — 1. M.larw Nunwera comw rdr STEEL 2 Sufad weer +100' +100' — — LIFT STATION Lot inti +$' +10' — — �,, Gal FarwMpn +5' +10' -• — 7W7 on level M �� 'Pup W ie,ai id Nqn wal«alum M. 1c^0 m m In. Dubin Darn C5^' +50' +50' — — Pup Mate it d jl Ewarrat napectwro pntamed aY'. a',c,. '�;' ,C2C ELECTRIC Ft nate NO SEPARATE LIFT STATION 'w.! ENCH MARK ' r Loralwn aro Deecvp m GARAGE SLAB INSIDE DOOR lavation. ��lir_'•.. 100 FL Inspections performed by: CHRISTOPHER WOOD Dates: 1" 11/15- I/1s2"a 2nd Development Services Department Approval 9 Conditional Approval Date: RYIOOO f p MIM �IAAV Reviewed and approved ���� l� Date: a G�/� IDwL (a(W)6)r oa) ` I Permit No. SW050021 Page 2 of 2 Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT ON—SITE WATER & WASTEWATER PROGRAM 4700 SOUTH BRAGAW STREET P.O. BOX 196650, ANCHORAGE, AK 99519-6650 On—Site Wastewater Disposal System and/or Well Inspection Report Legal Description: SCIMITAR#1 LOT 3 BLOCK 1 SWING TIES C 10.9' 77.3' p ;7.I' 3; 8' SCALE 1'-30' i �O SODgNTfk C TAK cA<<ON HOUSE l \C, �9 DA DRIVEWAY T WELL F O CLEANOUT 9. - WELL • - MONITOR TUBE// UBE ELEVATIONS (NOT TO SCALE) N ARA ORIGINAL GROUND ASSUMED ELEVATION - 100' LEVEL ATi93.0 MT -1 FILL MT -2 4' 93.2 4' TH2 G Mx-92.9 . GROUNDWATER TH-1 92.2 %92,2 BOTTOM OF T.H. 051-132-06 SEAL �RQ:v .rys�p�l . . .......... ••. CHRISTOPHER R. WOOD C% • CE -10387 i 0 ceititieb 33rttting U9 by =CO.dm SULLIVM WATER WELLS P.O. BOX 6Yl>ZyY. C"tPG1AK, ALASKA 00587 a ' . OWH R01 ADOnEM LEGAL L]L VMNW b_ -r 2 DME oS Pg�KB,eg�nSr�t) •71 DeLLk:of�+p -= - is %el bcaeed a t mwved pwnK brMMP ZING Mebod of [kiting_ akar Mt3rY U cent: tool Depth of watt 14 0'4 Casing Type �f.-Wai lhwkvms_ • o? S� hlm DiOmim (o !! ficlu depth 1 6-u feet UnerType: ^u..i9.. c;jjrgSL;mVlbweCvmffK` 2. feet Stauc vlt "Laret ; `t -O lest R=verFRaLe-5-0—"MP 610 r4 wen ftram opening Type= O open end O Open Acte :ISC•eenem. Start fEMt Sfopoad fits* 0 Pforafons ware fV Shopped feet � 'sd i o..t iG G �16iuri•e! /aDt 47S Depffimm %eLt0 feet Wes Dias�fected Upon CampleSocfd �5 i] No rpt oe t .roaioro �N� aa..rt 6b BOEHOM01wk 1iH . • 12. 4d fj•J_D�ieS' �l6.� '•las �?v�.�nc..� tSRE�.J• C aT>-t� C.JA.JE.G All 141 ow L'd 69LZ 1299 L06 S119M 191eM uenlllnS e94:LL e0 9Z d9S 11/18/2008 23:08 FAX 907 248 9127 C2C ELECTRIC Z 002 C2C ELECTRIC 3705 ARCTIC # 665 ANCHORAGE, AK 99503 OFFICE 907-248-3925 FAX 907-248 9127 c2celectric@alaska.net November 18, 2008 Municipality of Anchorage On Site Water and Wastewater Program Post Office Box 196650 Anchorage, AK 99519 Attn: Kat The septic system control system installed at the Bradley & Natalia Johnson property at 20200 Chugach Park Drive, legal Lot3, Block 1, Scimitar 1 Subdivision was installed per the 2005 National Electrical Code and the Municipality of Anchorage ammendments. Work was completed on 10/23/07 If you have any questions, please call me at 248-3925 Larry A. Haydock Owner / Electrical Administrator C2C Electric MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & 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 Initial Permit Number. SWO50021 Legal Description: @CIMITAR*1 BLK. 11T 3'! Design Engineer: 0848 Eagle River Engineering Services Owner Name: BRAD JOHNSON Owner Address: NHN CHUGACH PARK DRIVE EAGLE RIVER. AK 99577 - Date Issued: Feb 07, 2005 Expiration Date: Feb 07, 2006 Parcel ID: 051-132-06 Site Address: Lot Size: 48740 SO. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: ❑,/ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy Q Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specked 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 dosed on the same day. B. Covered, seated, and heated to prevent freezing. 5. The following special provisions. THE GRAVEL LAYER IS NOT TO EXCEED .8' BELOW GROUND SURFACE, HOWEVER MINIMUM OF (1) ONE FOOT OF SAND LAYER IS TO ADDED BENEATH THE GRAVEL LAYER. THE UPPER SIX INCHES OF THE MOUND SYSTEM MUST CONSIST OF TOP SOIL AND THE MOUND MUST BE VEGETATED SUFFICIENTLY TO PREVENT EROSION. jVEsO AQ0PE=77 O"N:'T, R(�tEE�^AVT 31� 10S-. REv,Sionl '% P -C$16 -r Dv6 to Wtr-t- $-oc4r,*V GNAlv6e oar '-or j Received By. �jZDate: Issued By. _1 _ I ► ` Date: 2 09/03/03 11:27 FAX 9073438437 YOA t.AND. USE ENFORCEMENT 2001 Municipality of Anchorage ... • Development Services Department ot Building Safety Divubn On -Site Water and Wastewater Program • , , 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 99519-6650 www.cl.anchoragemk.us (907) 343-7904 ON-SITE SEWERIWELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. OS/ - / 307- - 06, Permit Number SW Property owner(s) Day phone 56'o2 - (o0(oG Mailing address (1)�24�23(e ���'!��'y[ic ad— Mailing address (2) �G�d�n6/wYR Zip Code _22z�r _ Legal description (Lot, Block & Sub'd.) inr7ZtY 4t -Z PY2 L- 3 Legal description (Section, Township & Range) Ste- ID T f-<62 Q I LJ Lot Size y8 9� ACres1Sq.FL Number of Bedrooms -` THIS APPLICATION IS FOR: Sewer Only ❑ Well Only, ❑ Sewer and Well Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑, Water Softening Unit ❑ Therapy Pool ❑ 1 certify that the above Information Is correCL I further certify that this application Is being made for a Single Family DweliingXd is jh accordance with applicable Municipal Codes. (Signature of property owner or aMdrized agent) Date of Payment: Waiver Fees: - Date of Payment Receipt Number. (G3L d Receipt Number (Rev. 12/00) .. Eagle River Engineering ,Services Christopher R. Wood, P.E. 10421 VFW RD. Suite 201 (907) 694-5195 tel Eagle River, AK 99577 (907) 694-3297 fax February 3, 2005 Dan Roth Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Scimitar #1 Lot 3 Block 1 Narrative & Permit Application Dear Mr. Roth: Eagle River Engineering Services (ERES) has been contracted to design a well and septic system at the above referenced property. The proposed septic system and well will have very limited impact on adjacent properties for the following reasons: 1. The surrounding lots are all large, allowing sufficient room for septic sites. 2. Immediate neighboring septic systems are all +20' distance from the proposed new septic system, and no private wells are within 100' of the new system. 3. This permit is for a new well and septic system. 4. Drainage will not be affected and is not a major consideration in our design. Two test holes indicated that the underlying soil in the area for the septic system is comprised of two feet gravelly sand underlain by tighter GM material to a depth of 12 feet. Water was present, and therefore the septic system will require a lift station and bed configuration. The water table was monitored after very heavy rains, and probably indicate the worst case scenario for water table information. The owner has opted to utilize Advantex systems to reduce the size of the mounded leach bed, and to ensure a longer useful life leachfield. The owner might install the replacement leachfield at the time of original construction also. This work will not affect the reserve septic areas on adjacent lots. If you have any questions please call our office at 694- 5195. Sincerely, EAGLE RIVER ENGINEERING SERVICES 4istopher R. ood, Principal \2003\04-112 S E PTI CNARRATI V E. DOC MAR-22-2005(TUE) 15:00 EAGLE RIVER ENGINEERING REVISED LOT 3&4 LAYOUT MARCH 12 AS j\WELL +100 /lar MnL tK RAMS � VQ (FAX)907 694 3297 P.001/001 �_ / / ..•NMN BASIN 9• 100• WELL •' RAOAlS l� / I AnOPOFYO •IP' `�('.•M �O L PPC N..:y LOCAIIOY I t .r+ SEPTIC i70 "'� � --• I C \WELL +100. rRaroc[D ' S! W `� �v Lonna s / �Q& 8. WI � wcwsa INSTALL NLN AWANTEw "II h••5', QQ IMO Oy I.ON TANK LCCATgM W/N Aw20 FILTER POO 4 a H I POOP 644 J Q� I PRIMARf I -j0 I � rwluSL�' ♦ 1 w m0E0`,bc8 REPLACEMENT / Ngo am a\ 'Do - Iy� & SEPTA:J J ivGlttML ~ g SEPTIC i �Q CAREn • v LEGEND: I 1o0• WELL RADIUS--NCICrOORM WLLL B — DN" VALVEHOLE W — MONITOR "t Nam: `I l o — SEWER CLEAN OUT + WELL 1. NO KNOWN CURTNN DRAINS -- EASEMENT' 2. NO KNOWN SURFACE H2O PROPOSED LEACH MD DRIVEWAY NOGIKMM WELL WELL/ of SEPTIC SIT E PLAN LEGAL: SCIMITAR SUED. #1 LOTS 3&4,,9 1 BLK OWNER: BRAD JOHNSON%*XH . ' 5�1# CONTRACTOR: GUARANTEED SERVICES 0MIT * * �/ JOB 04-112 DATE: 01/31/05 SCALE 1"= 60' 00 EAGLE RIVER ENGINEERING SERVICES 0" "N13P. 'w°°• ' , 10421 VFW RD. SUITE 201 �I�,� -1o�e� i EAGLE RIVER, AK. 99577 /11�,peoFEsstrn+►L��`` (907) 694--5195 FAX. • (907) 694-3297 IK / \SEPTIC +30 o \ WELL +100 I W N \t0 \ O O y INSTALL NEW ADVANTEX 1500 GALLON TANK W/AX20 FILTER POD h PUMP BASIN rL ro Baas oD, " zs'rfp CAREASEPTlt� ?$y.?� LEGEND: - 100' WELL RADIUS !fl - DIVERTER VALVE ® - TEST HOLE • - MONITOR TUBE 0 - SEWER CLEAN OUT + - WELL - EASEMENT — — - PROPOSED LEACH FIELD - DRIVEWAY PROPOSED WELL LOCATIONS 3 ✓A, IRl SCALE: 1'= 50' SEPTIC CAREA / Y WELL TM 1 TH 2 BED 15• X 30' BED J� EPLACEMEN TE 100' WELL 9° • JG SEPTIC +4` RADIUS A mh•\ I0 Q. I v INEIGHBORING WELL NOTES: \' 1. NO KNOWN CURTAIN DRAINS 2. NO KNOWN SURFACE H2O NEIGHBORING WELL WELL/SEPTIC SITE PLAN LEGAL: SCIMITAR SUED. #1 LOT 3. BLK 1 OWNER: BRAD JOHNSON CONTRACTOR: GUARANTEED SERVICES J08#04-112 I DATE: 01/31/05 1 SCALE 1"= 50' EAGLE RIVER ENCINEERINC SERVICES 10421 VFW RD. SUITE 201 EACLE RIVER, AK. 99577 (907) 694-5195 FAX. • (907) 694-3295 OF JSP. • • ' 3'�I �� %CHRISTOPHER R. WOOD. CE -10387 :RO`ESSIONN; Eagle River Engineering Services Christopher R. Wood, RE 10421 VFW RD Suite 201 (907) 694-5195 tel Eagle River, AK 99577-3294 (907) 694-3297 fax SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM — MOA CERTIFIED INSTALLER LEGAL: Scimitar HI Lot 3 Blk I February3, 2005 A. GENERAL 1. The septic plan is for a4 bedroom single family residence only 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of health and State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi -family wells. A licensed surveyor should locate any utility easements and exact 100' radius from the existing and neighboring on-site wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. Any remaining open test hole excavations shall be filled and monitor tube removed. B. ADVENTF.X SYSTEM AND SEPTIC TANK 1. Septic tank shall be a fiberglass 1500 -gallon tank capacity of MOA approved construction for use with Advantex system. Install as per current manufacturers recommendations for conditions in Alaska. 2. Install one AX -20 filter pod over septic tank capable of treating 600 gallons per day of waste flow. 3. Install Orenco 24" pump basin PB -2496 outside septic tank, with OSI pump model P30-05 and controls to allow 23 gallon dosing of septic leachfield. Set pump float to 13.5" above pump, timer for 1 minute dose time. Controls to be installed to MOA code by licensed electrician familiar with OSI applications. Controls to include a dedicated phone line and web based monitoring system. 4. A municipal inspection report or receipt from a licensed electrician shall be provided to the engineer verifying lift station wiring to all applicable codes. C. BED 1. The bed is to follow the natural land contour to maintain uniform total depth of the bed bottom. 2. The bottom of the bed shall be level, plus or minus 1.5". 3. The depth below grade of the gravel layer is not to exceed 0.8' as measured at the monitor tube. 4. Coarse Sand shall be utilized where necessary to build up the bed to grade if deep topsoil is encountered and excavated. Approximately 1' of sand will be required. 5. The effluent lines (3) are to be I" PVC lines with 1/8" holes drilled 12" OC within the leachfield, placed facedown, or up with orifice shields placed over holes. Line from tank to field is to be 1-1/4" IIDPE. 6. The bed gravel is to be covered with typar fabric material. 7. Soil or combination of soil and extruded board insulation to a depth of 3' or equivalent is to be placed over the bed. Mounded side slopes not to exceed 3:1. S. The septic tank and leachfield must not be closer than 100' to any existing private well, 150' to any Class "C" well, or 200 feet to any community well. X2003104-112Ded-lift- spee.doc SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM — MOA CERTIFIED INSTALLER LEGAL: Scimitar H1 Lot 3 Blk 1 February3, 2005 Continued: RECOMMENDED LEACIIFIELD DIMENSIONS: BOTTOM OF GRAVEL LAYER = 0.8' Below Grade at monitor tube GRAVEL THICKNESS = 6" under pipe, 2" over pipe BEDLENGTII= 30' BEDWIDTII= 15' SOIL RATING = 2 GPD1W BEDROOM CAPACITY = 4 SEPTIC TANK = 1,500 Gal Advantex compatible tank w/ AX -20 filter pod and lift basin EFFLUENT PIPE = 1" PVC with 1/8" holes oriented down, or up with orifice shields spaced at 12" OC. Twenty-four (24) hours notice required for all inspections. \2003\04-1121ied-lift- spec.doc EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907) 694-5195 ERES Project No.: 04-112 Calculated By: CW Date: 1/31/2005 Legal: Scimftar Sub #1 Lot 3 Block 1 TEST HOLE 1 2 Single Family 4 Bedroom Dwelling Bed Subsurface Wastewater Disposal Field wJJbLP4.v7-eA Water use at 150 gallons per bedroom = 000 gallons Percolation rate = 30 minutes per Inch Wastewater application rate = 2 gallons per day per square foot Required absorption area = 300 square feet Bed width (W) = 15 feet Gravel depth (D) = 0.5 feet Required length = Required absorption area / Bed width Required length= 300 / 15 Required length = 20 feet Total Excavation Depth = 3:0 feet D. gb 04-112 bedCalc 9:00 PM1/31/2005 Municipality of Anchorage Development Services Department Bu9ding Safety Division • +1 Onsite Water and Wastewater Program 1700 South Bragaw SL P.O. Box 196650 Anchorage, AK 995196650 www.d.anchoraae, ek.us (907) 143-7904 Soils Log - Percolation Test Performed For. FPA b 3-000-S00 Date Performed: Legal Description: �/ r -M T'1.4 P S q k" [ ni I; [ Township. Range. Section: I p/ jw,z Depth "�• �erao�)�� Sw I- 11 ■■■■is■■■■ ■ti■..■..�■ii■■ ■�■■■■■1N■■ ■■1�■■■■1o■■ ■■��■■■1o■■ IS ■■■■■F�■101111 mom ■■■MEN ■ WAS GROUND WATER Date ENCOUNTERED? Net Time Depth to Water s IFYES•ATWHATDEPTH? IA L _ Depth to Water After O Monitoring? pa Date: ^ Reading Date Gross Time Net Time Depth to Water Net Drop [ '7/; 3! C2 r 2 t o 74Gc y/4 3 H'z° o yL I " S Ll.s° V q L 6 rr •-••--•-••-•••^•� c. v r�......vq VLKU MULE DIAMETER TEST RUN BETWEEN q_FT AND�FT COMMENTS 0 AJ L/)t) I•la/7 PERFORMED BY: _LIiiP CouP7 P1'Gt17- I Cf/RLS in loeb CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: ¢ ...... Z Municipality of Anchoraget �!. R•SSEA s Development Services Department Co? Building Safety Division 4 • ie On -Sita Water and Wastewater Program 4700 South Bragaw St. 71 P.O. Bax 196650 Anchorage, AK 99519-6650 : CHRISTOPHEP- w00D www. cI. anchorage. ak.us } (07) 343-7904 10W r� Soils Log - Percolation Test . t CE ............•'•r .... < Performed For. I Legal Description: I 1 Depth Feet) 1.=5Q000 -JoewL' /T3a 1 T/^N4iTia✓ Date Performed:_J— T 7:!7 61 Township, Range, Section: T1W 1zlid St C. t!� Slope I;tl. pr.. SO -", D c,RA,JeLL`1 SJ}n1D 1 COMMENTSI C' V1 - CNQA-1 Cj 10 f tt_'j �7• WAS GROUND WATER -904 04 42 R�jj� ENCOUNTERED? 1 S B F IFYES,ATV"T'DEPTH? (� L Depth to Water Amer O Monhahq? 4,g, Date:/ 4i f p4 ■■■■■■■■■■ Gross Time Net Tine Depth to Water Net Drop ■■■■■■IN■■■ ■■®W■■"■ME Vl� < ■■■■■■11■■■ 6W, u'e it ■■■N■■„■■■ 9 yfe f•�/r ■■NIUMMI■■■ 'X, ■■■■ �� ■It■■■ L�liii■iill■lOf%iv(i'�■ Reading Date Gross Time Net Tine Depth to Water Net Drop Vl� < �� 6W, u'e it 9 yfe f•�/r 'X, renwv. uvn rv.,c a tmeaennrrnl FERC HOLE DIAMETER •• TEST RUN BETWEEN !. T FT AND /S- FT PERFORMED BY: Ljq P1 C 1., �Crji7�, 1 GH R C IO Dim CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: Jo0$ n ySQ� NMI I Ulm 6 1641 '(HM) PeGH olweuACI Ielol O MS I'1 O� O O A O N O 1� Y3 1'I 0 O C v [7 0 0 Rj h xg I co LM 0 Z NMI I Ulm 1641 '(HM) PeGH olweuACI Ielol O MS I'1 O� O O A O N O 1� Y3 1'I 0 O C v [7 0 0 Rj h xg I co LM 0 Z a c Ca. i -o t CD V N 1 G y I I O I'fl 1 1 „ I N I � a � to Fr to R k CD Xp � 1 � ' ' g g � 3 ' C I 1 ' O 7 O I � d 7 W pp 9p$ l� dw^b A A ae.. y Cew �yiau reb: Typical UqM Lend Pal kn b Aeelder11al us robs. AC+emTei Trea"W Syslem rNh MVP Ca tDI P xx)law w x.eoxcr �� op, M 4z µ� O rpe 0.i.. b*at 1c Ow DO. t+pma: a...b,- oa. uuroo sw.: r•re Orwin synemee MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONIVIENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT ~AME ~AILING A~[~P/SS 6~' t'"'-' f r--' C'7"~' / / LEGAL DESCRIPTION LOCATION Well ; ~ I Manufacturer ~ ~ ILiq ~e~ ~ Liquid dei~h PERMI5 NO. DISTANCE TO: DISTANCE TO: No. of lines / We:iF HOMEMADE: Top of tile to finish grade Length Width Type of crib DISTANCE TO: Building foundation DISTANCE TO: OTHER Inside I~e. ngt h~. Dwelling Dwelling IWidth,~ PER T NC ¢,/ ¢ ? No, of compartn~_s Material Liquid capacity in gallons Nearest lot line~_. . . Trench wi~ b ,, Distance ~ inches Depth inches Total effec,tive ~b..s_Qrptio~ area PERMIT NO. Crib depth Total effective absorption area Building foundation Nearest lot line )riller Distance to lot line PERMIT NO, Sewer line Septic tank Absorpt on area(s) PIPE MATERIALS SOILTEST ATIN ~ N STA L,~J~E R REMARKS 10" pol 1 -7 -�� Cp jl-:::Il P. -A 11 1 1C) Ct Q DEPHRTMENT OF HEHLTH HND ENVIRONMENTHL PROTECTION 825 L STREET, HNCHORHGE, HK 99501 264-4720 �P... 5 V EE ST FR: I � N THE FR all I - 41 ii A.'. T, ** THNK MUST HHVE HT LEHST TWO COMPHRTMENTS .... ... �..... ... .... IF H LIFT IN MOR BUILDING CODES, THEN (1) HN ELECTRICAL PERMIT HND INSPECTION MUST �� OBTHINED/ (2) HS—BUILTS WILL NOT BE HPPROVED NITHOUT AN TION REPORT/ 11 -ill[) (]) THE ELECTRICHL WORK MUST BE DONE BY H LICEHSED ELECT�IC��N MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, Alaska 99501 264-4720 ' SOILS LOG - PERCOLATION TEST } Y -C- r y ❑ SOILS LOG ❑ PERCOLATION TEST /� PERFORMED FOR: ` .S� �— CJ ��� DATE PERFORMED:_ LEGAL DESCRIPTION: /_ / DEPTH SLOPE SITE PLAN �EET) F7 I�TT� 1 Date Gross Time Net -rime Depth to Water Net Drop 2 3 ° 4 5 u 6 � 7 - 0 `�_ 8 - 9 v � o 10 U 11 12 13- 14 15 16- 17 I 18 �- '19 2.0 COMMENTS r��Lll - �S- ///6� PERFORMED BY: _ --- 72-008 (6/79) WAS GROUND WATER _ ,? f S ENCOUNTERED? J_ L O P E IF YES, AT WHAT DEPTH? I\ Reading Date Gross Time Net -rime Depth to Water Net Drop PERCOLATION RATE TEST RUN BETWEEN CERTIFIED FT AND (minutes/inch) __ FT DATE: - -2Z '\ Municipality of Anchorage On -Site Water & Wastewater Program (907)343-79041 ....I rot msrf 7 , CERTIFICATE OF ON-SITE SYSTEMS W10O /A 14 Parcel I.D. 051-132-06 1. GENERAL INFORMATION Complete legal description Location (site address) Current Property owner(s) Mailing address Real Estate Agent 2. TYPE OF DWELLING: Explratidn`Date. 1rl v °J SCIMITAR SID #1; BLOCK 1, LOT 3 20200 CHUGACH PARK DRIVE, CHUGIAK, AK, 99567 VLADIMIR MELNIK Day phone C/O AGENT 20200 CHUGACH PARK DRIVE, CHUGIAK, AK, 99567 JOSEPH MILLER W/ REMAX Day phone N Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: 351-4794 TYPE OF WASTEWATER DISPOSAL: Individual Well 0 Individual On-site ■ Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer ❑ WametlVanance request for N/A Distance: Received by: —Y _ Date: COSA to be released to the engineer, unless uth4se requested by the engineer. COSA Fee $ ,52J,31Cj �O0n Waiver Fee $ Date of Payment 21 `Date of Payment Receipt Number G os lbs{, Receipt Number COSA # J _j �1 llq q Waiver # 5. STATEMENT OF INSPECTION BY ENGINEER A 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. t 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. Phone 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, Lt D. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOR DSD Guidelines & 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 readily identifiable features. The operational ife of all wells and septic systems depend on the local sells condition, groundwater levels that may fluctuate during 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 na hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how 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 other person or party is not authorized, nor will it confer any legal right whatsoever. System #1 Approved for System 92 Approved for Conditional approval for Date with the following stipulations: 337-6179 By / % Original Certificate Date: �- 7 ! `7' The Icip t ehorage 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 Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other !:Rev 10112!121 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: SCIMITAR S/D #1; BLOCK 1, LOT 3 Parcel ID: 051-132-06 A. WELL DATA 'NO WATER STORAGE TANKS WERE SEEN IN THE HOUSE OR CRAWLSPACE. Well type PRIVATE If A, B, or C provide PWSID# N/A Well Log (Y/N) YES Date completed 3/22/2005 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES Total depth 400 ft. Cased to 160 ft. Casing height (above ground) 18+ in. FROM WELL LOG Date of test 3/22/2005 Static water level 140 ft. Well production 0.83 g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Nitrate 0.545 mg./L. Arsenic: ND ug./L. Date of sample: 8/15/2014 B. SEPTIC/HOLDING TANK DATA Tank Type/Material STEP/STEEL Tank size 1500 gal. Number of Compartments P Foundation cleanout (Y/N) YES Depression over tank (Y/N) NO Date of pumping ADVANTEX Pumper AT INSPECTION 8/22/2014 147 ft, `0.91+ — 9 -p.m -Collected by: GEG, Ltd. Date installed 11115-1712005 Cleanouts (YIN) High water alarm (Y/N) N/A YES C. ABSORPTION FIELD DATA BELOW EXISTING GRADE Date installed 11/15-17/2005 Soil rating .p.d./ or ft2/bdrm) 2_0 System type ADVANTEX/BED Length 30 ft. Width 15 ft. Gravel below pipe 0.7 ft. Total depth '6.3-6.4 ft. Eff. absorption area 450 ft2 Monitoring tube YES Depression over field NO Date of adequacy test ""8119/2014 Results (Pass/Fail) PASS For 4 bedrooms Fluid depth in absorption field before test DRY in. Water added 1165 gal. New depth DRY in. Elapsed Time: — min. Final fluid depth DRY in. Absorption rate >= 600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date "'HOUSE WAS VACANT AT TIME OF TEST. DRAINFIELD WAS PRE-SOAKED WITH 2100+ GALLONS OF WATER ON 8/18/2014. D. LIFT STATION "SEE ATTACHED MAINTENANCE INSPECTION REPORT Date installed 11/15-1712005 Size in gallons 1500 Manhole/Access (Y/N) YES "Pump on" level at TIMER in. "Pump off' level atTIMER in. High water alarm level at 46 in. Datum BOTTOM OF BASKET Cycles tested Meets alarm & circuit requirements? YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ On adjacent lots 100'+ Absorption field on lot 100'+ On adjacent lots 1004 Public sewer main N/A Public sewer manhole/cleanout N/A Sewer /septic service line 25'+ Holding tank N/A Animal containment areas 50'+ Manure/animal excrete storage areas too'+ 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 1001+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 104 Water main NIA Water service line 10'+ Surface water 100'+ Driveway, parking/vehicle storage 1'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS G. ENGINEER'S CERTIFICATION I certify that 1 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 d/tS/rLi, (Rev. 10/12112) Municipality of Anchorage Development Services Department ` Building Safety Division ` s ..... 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) # 141444 During a recent COSA on-site inspection and test of the potable water supply well on Block 1, Lot 3 of Scimitar #1 subdivision, the well's productivity was determined to be 0.91 gallons per minute. The minimum well productivity required by this Department (AMC 15.55) for a 4 -bedroom residence is 0.41 gallons per minute. Although the subject well currently exceeds this minimum requirement, all parties concerned are advised that the production capacity of the well may fluctuate. 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. 001111114 From:AHCH TANK & WELDING INC to ■ 07125r'2014 05:15 86E16770 ' 277 3715 now loops ■■ ■l■ ■ ■m■ N loss p in p ■ no ■[■ ■■ Nampo 06/25/2014 11:56 APLUS 228 162a in 0 Is E [■ ■ ■ loop on �w vanTel Field Maintenance Report Annual Insrsaraion #290 P.001/001 PAGE 04 Anchorageiank 907-272-3543 PmpenV IDmer Tmking I, Cunentif OPenmr current Brad Johnson Pod Bottom Mike Blakeslee 1;7 9ho Adtlreee 'Pit Contact Phcne 20200 Chugach Park Orive, Chugiak AK 99507 previous (907) 555.5555 A Sae ID GeLft*IDM PpdH 117-1 klULft Det. of Leel laaWvlun AX -106721 SWO50OC21 205484 RTU104373 07/2S/2013 Retrle re O&M .life Recirc ratle Tmer settings: U I0 Perform Field Sampling/Observations NTII (15 s NTUsI pH (6-B) DO (2-0) Oder or Semple Yypical pmusty ❑rortny E) Moldy Non -typical PZS ill ❑Cabbage ❑Decay Oily Rlm In u E) Yes P�H- Foam In tank ❑Yes ro Check Control Panel Raclin Amps Dlecharge Amps Audibla and Visual alarms �K JA���Dial Inccp.q((telematrV onlyi ,❑Yes 1116 I(s1P1oc /`Llean Pump System / Inspect Cloan Rigor/Lld ..................... Y Splice Box .................... Float Cords .......... ........ Floats— . ..... I ... 1. . ... ..... 7— PumpPump ........................ Blotubee Fitter ....... .......... V_I aictube Pump Vau t ............ }�I Recirculating Splitter Vail ...... 'Y' Comments Measure Sludge/Scum 51ndtlA Scum 1st Compartment Cunentif Previous current Previous Pod Bottom 1;7 Intake Veal 'Pit and Compartment Current previous Current Pevious Inspect clean Floats L) ❑ Inspect/Claen AdvanTex Filter Odor: tiq Normal ❑Pungent Glomar: 2rce,aaal excessive Brldging/Ponding:/<— None/Minpr ❑Excessive Inspnet/Clean Discharge Pump System Inspect RiaeNLid ❑ Splice Box ❑ Float coals ❑ tnspett/Service Other System Components Inspect Clean Disinfection Equipmant �K' Dig Impact Clean porsal Letarais/ernlces ry Additional Services Rendered © Cleaned temlle sheets? ❑ Replaced OV Rome ❑ Replaced/1-106d other items? Parts Used: W = Warranty, B = Billable (✓ appmpdate selectloa) W a here Number Description ety Inspection minetAlled valves closed 5umm ary/Rego mmendatlons E) System performing; no rather action needed Date Fax completed form to 1-866-384-7404 (RIde belted on �omneI panel mactivatod Inspect Clean Latarals/Odlk;as �i Pod Bottom 1;7 Intake Veal 'Pit 5Pu� A.iew VeP�� Inspect clean Floats L) ❑ Pump ❑ ❑ Impact Clean porsal Letarais/ernlces ry Additional Services Rendered © Cleaned temlle sheets? ❑ Replaced OV Rome ❑ Replaced/1-106d other items? Parts Used: W = Warranty, B = Billable (✓ appmpdate selectloa) W a here Number Description ety Inspection minetAlled valves closed 5umm ary/Rego mmendatlons E) System performing; no rather action needed Date Fax completed form to 1-866-384-7404 (RIde belted on �omneI panel mactivatod ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND � 9r. a Q✓d Shc ��ey cwt THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this 2SDay of 4 of 20A. by and between herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALI"TY." In consideration of tile mutual covenants contained herein, the patties to this Maintenance and Repair Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as located at (legal description). 2. Definitions. Alteration. Any change to the design or function of an AW WTS that includes the installation or removal of any pails, components or pieces not included in the original construction permit and design. Certificate of On -Site Systems Approval (COSA). An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with Anchorage Municipal Code (hereinafter, "AMC`) 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. Permit. An On -Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AWWTS. 3. Term. The term of this Maintenance and Repair Agreement shall begin on the date of approval by the Municipality to operate the installed system or issuance of a COSA, and shall continue while the AWWTS is in use or is operational or until the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4. Alterations, Installation and Removal of Additional Equipment. Prior to performing any alterations to an AWWTS, the owner agrees to obtain an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. 5. Maintenance and Repairs. A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall maintain their AWWTS in a satisfactory condition capable of producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. The owner shall enter into a service agreement with an AW` TS service and maintenance provider approved by the municipality and the manufacturer of the AW WTS for the entire term of the AW WTS In addition, it shall be the responsibility of the Owner during the term of this Maintenance and Repair Agreement, and any renewals thereof, at the owner's sole expense, to pay for any and all: (1) repair(s), (2)maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the AW WTS. C. Upon request by the Municipality, the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor, the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for failing to maintain and repair an AW WTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. H. Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. 6. Nonwaiver. The failure of either party at any time to enforce a provision of this Maintenance and Repair Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Maintenance and Repair Agreement or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 7. Amendment. A. This Maintenance and Repair Agreement shalt only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality that this Maintenance and Repair Agreement was executed with, and such writing shall be attached to this Maintenance and Repair Agreement as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this agreement, the only authorized representatives of the parties are: J a. Owner: J/aid aQI - A-Ilev b. Municipality: Director, Community Development or designated authority C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance and Repair Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The Taws of the State of Alaska shall govern the rights and obligations of the parties under this Maintenance and Repair Agreement. 9. Severability. Any provisions of this Maintenance and Repair Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Maintenance and Repair Agreement. OWNER: By: mature) Date: a5ij re ! 4Ym, She- a Z-,,5e.t (print name) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this.?.S day of AVGV $ T 2oly,by -J-6"n TOGO Sci*'-EG.4. 10 ;Ira N ARY PUBLIC FOR ALASKA My Commission expires: C. / / (./14 MUNICIPALITY: By: (signature) EOHNNo=Jun6, TStatmissio Date: name) Title: s iloWo pill 'tl ••"�' / Flewr e.AaR mal / / WA sAma mMaa � / ,b �9J /// Na / 4 I 2e, o N I I tia 4 W N EXISTING ' HOUSE......... d............ WhLL .. 5ayo�� * J I 30, UNDER NO CIRCUMSTANCES SHOULD AN AS -BUILT BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE LINES. THE SURVEYOR TAKES RESPONSIBILITY FOR THE INITIAL TRANSACTION ONLY AND ASSUMES FINANCIAL LIABILITY ONLY FOR THE COST OF THE SURVEY. USTED DISTANCES PREVAIL OVER SCALING. REPRODUCTION MAY CAUSE ERRORS IN SCALE. Loi slaaEr SURVEY TYPE SYMBOLS 0 FpIXRZT A SULT SET REBAR DRAINAGE ASPHALT ❑ STBiCtUaE AS -BALI 0 FOUND REBAR 8 8 6 WOOD FENCE CONCRETE ❑ PLar PLT.... A5 -BOLT... Loi RECEY... T9FOGRAFKr mat OOa ASSUMED ELEV.-X—R—n- METAL FENCE ® WOOD DECK AS- .. Ko caRNFRs StT nBun r . comlFRs SET PLOT PLANS & LOT SURVEYS NOTE: IT IS THE RESPONSIBILITY OF THE BUILDER OR OWNER, PRIOR TO ONLY THOSE IMPROVEMENTS ABOVE GROUND AND MSI8LE WILL BE CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE SHOWN. FENCES, WEDS, 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 .��„����I, Prepared by Robert E. Johns, Jr. & Assoc. PLOT PUN InwiaaAW eaellwm parser eawlM �.o-7E q��y� ••• ,•• ♦.�P •••” •. `L -j Professional Land Surveyors na•. m.A m ./raver a a r. m1 r,n.. - �•.•••••: . 1700 Bank Drive. ANCHORAGE, ALASKA 99501 $COIL N I 1 = 50 Rec. Lot S.F. Rec. Plat pile No. "�M °ia a aa.•rwa er, 49th . '• �^ FOUNDATION AS -BUILT L wa.T c xra. r.. n.+i roh a,r I nara.buW N.At...Y /.. N,waaem eN: re ea rm r r. a 1•••••� ,..... J'''( /may • / yKFS^�(_ r 1:•""� Date Supe 'ed` 08/22/14 Woen by. REJ ChetkeE b�M1C .eaap..r'm .err w.. ;._. P �• ROBERT OHNS $JW Date Drawn: 08/26/14 Grit NW1261 W.0 14-376 FINAL STRUCTURE AS -BUILT ♦a .. 4121—S : ,A� I e a ♦ �e„ •"•.. Legal Oeuriptlon: L RraH c Arr a. irra away ave ..•' go • ♦•f Lot 3 Block """"�"°"�" ��4i:::��i�•�•• SCIMITAR #11