The URL can be used to link to this page

Home My WebLink AboutRATCLIFFE LT 2Ratcliff Lot 2 #011 - 122-71 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water 8 Wastewater Program, 4700 South Bragaw St. , P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ok.us (907) 343-7904 Page 1 of 3 On -Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW040145 PID Number. Nome: DALE RATCLIFFE Wastewater System: ■ New ❑ Upgrade Address: ABSORPTION FIELD 8125 WILCOX ST a ANCHORAGE, AK 99502 Phone: No. of Vedroome• (907) 248-7409 15— •Deep Trench O Shotlow Trench ODed OMound OOther LEGAL DESCRIPTION sa RatlrS: 1.2 cn/sq 1l. Tae Dop, h.m argl.al Wear. 10.42 MAX. n Block: lot: Subdivision: Death to Pipe btlam fmm */pest Wear GnM depth bheath Pip« 6.33/6 — 2 RATCLIFFE SEE DWG. R n_ Township: Range: Section: — — eaaee agave wq� Peae' Gravel Wgth' 32/32 SEE DWG. n. n Gnhel eau: twee. a rk* : Petace btween ll WELL: ❑ New ❑ Upgrade 3/3 rt. 2 16 n. poerf�ca.pa tprwote, A&C} Taal owusa O To: Total ab ,W ane: 750+ P" maaal: D 3034/ F-810 A In. so. n Dray; 1 stege waw level: awtaer. WILCO CONTRACTING Dab la.I 9/13-14/2004 n. aMao set Al:caelns "M Alaw Gro.ha: TANK ri,f R R SEPARATION DISTANCES ■septic 0Holding OS.T.E.P. 0Other io Septic Absorption Ufl Holding bsc/pHvats �Oa"lOLtvrw' GREER TANK Gepamr ti tpfarNa 1500 From Tank Field Station Tank Seww Oa.. Well 200'+ 200'+ — — 25'+ /Deena: STEEL Numaw a eomporlmwdc 2 Surface water 100'+ 100'+ — — — LIFT STATION Lot Une 5'+ 10'+ —— — sue in (poem Yorwloalver: m h.a at of a: Ho eaw Donn a: Foundation 5'+ 10'+ — — — Vvnp I,a`e M: aMrlcol awaealione awlamNO eY• Curtain Drain NONE KNOWN BENCH MARK Remarks: laaaDon and Oewrlpbn, BOTTOM OF TANK M wd Ebv : 91.43 n ENGINEER'S Inspections performed by: GEG, Ltd. Dates: 1st 9/13/2004 0 .••••. ..........O 2nd 9/14/2004 Q 3rd 9/14/2004 P ' Je r rness:' Development Services Department Approval E 53 .• `ADO Reviewed and approved by: 'p v�� Professla Doo �O0000� (R«. 12/01) PERMITNUMBER: AS -BUILT D RAW I N G PARCEL 1NUMBER: SW0 SW040145 011-11 22-71 10' UTILITY EASMENT _ _ _ _ _ T — — — 1 FCO 24.56 36.67 STI 26.14 36.67 ST2 31.73 39.79 DBLI 33.34 40.25 DBL2 34.40 40.80 FS 35.20 41.13 C01 45.58 33.40 MTI 44.04 34.87 CO2 46.98 63.48 MT2 45.8177 61.56 CO3 63.42 37.68 MT3 63.94 37.69 C04 64.71 68.26 MT4 65.36 68.25 DRAINFTELDS f ALTERNATE SITE NEW 5 BEDROOM HOUSE 1500 CALLON PTIC TANK WATER LINE i•,!3��'�•' \ \ . '. \ / LOCATION PER PER CONTRACTOR \ / \ / KEY BOX '�-'• •.'..�:. �' WEST \ KENDALE CIRCLE .. DATE: opd�400 .. 10/18/2004 o OF 00 DRAWN BY: GP \–•''"..... . .• S�� R.A.L. O��P' •'��I GARNESS ENGINEERING GROUP, Ltd. 4 T CONSULTANTS t GENERAL CONTRACTORS....... Ste: ••• •• 5701 F TMOR ROAD. SURF 101 • ANCHMAGF. AK 00507 • PNONF (00))33)-6170 • FAX (007A5R-3746 'REPARED FOR: PHONE NUMBER: PACE NUMBER: DALE RATCLIFFE (907) 248-7409 2 OF 3 QQ •. ff am S:' ECAL DESCRIPTION: QO J -7953 RATCLIFFE SUBDIVISION; LOT 2....... �lG c/ YPE OF WORK: 4440'pr fess, 1\0\ �40poop�o 2' ' AS -BUILT DRAWING OF NEW SEPTIC SYSTEM SW040145 AS -BUILT DRAWING PARCEL ID NUMBER: FlNAL GRADE TOP OF TANK AT INLET - 96.30- n ------fir-- U NEW 1500 GALLON INVERT OF BUNG SEPTIC TANK AT INLET - 95.82 ® FINAL GRADE 98.65+ MT 9R_1] rORIGINAL GRADE FINAL GRADE, 1 97.86-98.28 FABRIC INVERT OF PIPE 94.63 (AVG) 6'+ TOP OF TANK AT OUTLET - 96.29 CRT OF BUNG AT UTLET - 95.53 ORIGINAL GRADE w 98.37-98.88 TH/t �FlLTER FABRIC INVERT OF PIPE - 94.79(AVG) BOTTOM OF TRENCH . 88.63 (AVG) BOTTOM OF RELATNE ELEVATION OF TRENCH BOTTOM OFTESTHOLE Dw 81 88.46 (AVG) (T RELATIVE ELEVATION OF BOTTOM OF TESTHOLE 80.07 (TESTHOLE DRY) DATE: 10/18/2004 DRAWN BY: C - - - - --- R.A.L. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS i GENERAL CONTRACTORS 1w c 407 3701 F TUDOR ROAD. SUITE 101 • ANCHORAGF. AK 90501 • MONF (90A337�179 • FAX (907)758-5746 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: DALE RATCLIFFE (907) 248-7409 3 OF 3 LEGAL DESCRIPTION: RATCLIFFE SUBDIVISION; LOT 2 TYPE OF WORK: AS -BUILT PROFILE DRAWING OF NEW SEPTIC SYSTEM '-.7* V, . .. e. .� Alunicipaliiy of Anchorage p.(). hoz 10(XM-,1,uhorage, Alaska 9,A19.06N) • Telephone (007) 343-S301 - rax (W7) 343-802M 4700 nragaw Street • UichorngC, /Uaska 99507 wxManunl.org Mayor Mark Begich Buildinc, Snfety Di%ision 18 April 05 Dale Ratcliffe 8125 Wilcox Street Anchorage, AK 99502 Subject: Expired On -Site Water and/or Wastewater Permit. Permit Number: SW040145 Legal Description: Ratcliffe Lot 2 Dear Mr. Ratcliffe: An On -Site Water/Wastewater Permit, number S W040145 issued by this office for a single-family system, expires on 25 May 05. This permit was valid for 365 calendar days. If this was a well permit and the well has been drilled, a well log must be sent to this office for documentation of the installation and to close the permit. If this permit was for a wastewater disposal system, an original as -built inspection report must be sent to this office for review, approval and documentation. This as -built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As -built inspection reports are required to be submitted within 30 days of the completion of the system. If no system was installed under this permit, and you are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. When applying for a new permit, the fees are: $460.00 for a wastewater permit and $175.00 for a well permit. If you have any questions, please call this office at 343-7904. Sincerely, 41E Manager On -Site Water and Wastewater Program Enc: Copy of permit Community, Security, Prosperity d:1 //3 13Q MUNICIPALITY OF ANCHORAGE _ ` Development Services Department 160 On -Site Water & Wastewater Program I I l 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Initial Date Issued: May 25, 2004 Expiration Date: May 25, 2005 Permit Number: SW040145 Parcel ID: 011-122-71 Legal Description: (Ratcliffe Lot 2 1 Design Engineer: 0855 Garness Engineering Group, LTD Site Address: 7025 W Kendale Circle Owner Name: Dale Ratcliffe Lot Size: 44464 SO. FT. Owner Address: 8125 Wilcox Street Total Bedrooms: 5 Permit Bedrooms: 5 Anchorage , AK 99502 - This permit is for the construction of: ❑./ Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ 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 catling (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, sealed, and heated to prevent freezing. Received By. Issued BYf II - - - Date: azr e Date: 3- Z Municipality of Anchorage e,r17 • .�;::c�,. ° Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ek.us (907) 343-7904 ON—SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. D 1 —I 717 --11 _ Permit Number Property owner(s) DALE RATCLIFFF Day phone 240-8430 Mailing address (1) 8175 WILCOX STREET ' ANCHORAGE AK,— Mailing address (2) Zip Code 99502 Legal description (Lot, Block & Sub'd.) RATCLIFFE SUBD1M'SION• LOT 2 r Legal description (Section, Township & Range) '' II Lot Size H f'�2`) Acre Sq.Ft. Number of Bedrooms 5 THIS APPLICATION IS FOR: Sewer Only 0 Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 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. Permit Fees: 4�0 Date of Payment: 6 �;t) )L Waiver Fees, Date of Payment: Receipt Number. Qr) �� Receipt Number. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS May 18, 2004 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Proposed Septic System for Ratcliffe Subdivision, Lot 2, To whom it may concern: The proposed 5 bedroom house will be served by a private septic system and public water. One test hole was dug on the property. The drainfield will be designed around the 30 foot radius of the test hole. We are proposing that a new 1500 gallon septic tank and a dual deep trench type drainfield be installed. Comments regarding the design are summarized as follows: 1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the percolation test results. It is our opinion that due to the overall appearance of the soils, an application rate of 1.0 gallons/day/ft2 should be used. The insitu soils will serve as a sand filter. 2. TRENCH DESIGN: a. Percolation Rate: <1 minutes/inch b. Proposed Application Rate: 1.0 gallons/dayW c. Number of Bedrooms: 5 d. Design Flow: 750 gallons per day e. Minimum Absorption Area: 750 ft2 f. Total Depth: 11 feet (max.) g. Effective Depth: 6 feet It. Width: 2.5 feet i. Reduction Factor: N/A j. Minimum Length: 64 feet long total (32 feet log each) k. Effective absorption area = 768 ft2 3. SURFACE WATERS: There are no surface waters within 100+ feet of the proposed septic system. 3701 E. Tudor Road, Suite 101 ' Anchorage, AK 99507 Ph: (907) 337-6179 • Fax: (907) 338-3246 • Website: garnessengineering.cont 4. TOPOGRAPIIY: As can be seen on the attached site plan, the average topography in the area of the proposed drainfield is approximately 5-10% running north to south. In short, there are no slope concerns. I am 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 M.S. NOTE: Attached is a site plan: drawing, a design drawing, a topography site plan, a soils log, and a 7 page construction specification letter which are all part of the design package for this septic system. 3701 E. Tudor Road, Suite 101 ' Anchorage, AK 99507 Ph: (907) 337-6179' Fax: (907) 338-3246' website: gamessengineering.eom I II II II II II II II II II II II IL---------- T12N. WW. E�CTWN 9. TRACT6001? -------------------------- ---------- ------ ,rPROPOSED SEPTIC SYSTEM I I I LOT 1; (SEE DESIGN PAGE 2 OF 2) RATCLIFFE S/D IFRATCLIFFE S/D i I I if I � TM>i I I I I r<< I I a1=1 I i ROPOSED'1 — I I 3 BEDROOM I I HOUSE Cr�sfl ' WEST KENDALE CIRCLE -------------------- i I I I I I ILOD I I I RATCLIFFE'S/D LOT RATCLIFFE S/D GARNESS ENGINEERING GROUP, Ltd. SCALE � CONSULTANTS & GENERAL CONTRACTORS -� I" = 100, >REPARED FOR PHONE NUMBER: PACE NUMBER DALE RATCLIFFE 248-7409 1 OF 2 .EGAL DESCRIPTION: RATCLIFFE SUBDIVISION; LOT 2. TYPE OF WORK: SITE PLAN FOR PROPOSED SEPTIC SYSTEM LO RATCUUFTE3'S/D l\ \. LOT 4; RATCLIFFE S/D -L---------- LOT e; RATCLIFFES/D ......:°. of y A. arne s::... 1 e •.• C 79 •F�F•y 1Vq�e� '•• .......••' ��° VN PCOfeaslOnOc�'- 1o' UTILITY EASMENTNOTE: DEPENDING OF THE -------------------- ELEVATION OF THE HOUSE, A GRINDER PUMP OR A LIFT STATION MAY BE REQUIRED. PROPOSED DRANFEILD. EXCAVATE TWO TRENCHES THAT ARE 11 FEET DEEP MAXIMUM AT ANY POINT BY NATE SI. WILL 2.5 FEET WIDE BY 32 FEET LONG rIALM REQUIRE USE OF EACH (64 FEET TOTAL LENGTH). ADVANTEX SYSTEM. ADD 6 FEET OF CLEAN, WASHED SEWER DRAINROCK \\ INSTALL E \ THj1\�\ INSTALL DOUBLE \ \\\ \\\ CLEANOUT \\ J PROPOSED 1500 \ GALLON SEPTIC TANKS C INSTALL FOUNDATION CLEANOUT__ PROPOSED S BEDROOM HOUSE PROPOSED WATER UNE / I \ / I 4 \ / KEY BOX / \ / \ / ("LOCATIION)� • • •• WEST KENDALE CIRCLE 5/18/2004 �oF OQ Q 1 DRAWN BY: v0 .... 0 Til . GARNESS ENGINEERING GROUP, Ltd. s R.A.L. OQQ .��CONSULTANTS& GENERAL CONTRACTORS 1" , 4O'�....: .........� 570, F TUDOR RCGOR. SIIITF 101 • A~RAOF. AK OOSOf • ONF (00f)55f�A0 • iAlt (00f)556.5P46 O PREPARED FOR PHONE NUMBER: PAGE NUMBER: ,.. 0 DALE RATCLIFFE 248-7409 2 OF 2 Q e e A rnesS. 0 LEGL DESCRIPTION: RATCLIFFE SUBDIVISION; LOT 2 o44 �4ea \�°oO TYPE OF WORK: 4 prolessio�o c DESIGN OF PROPOSED SEPTIC SYSTEM ��O�000�� RPR 20 2004 1025 FR NORTH SLOPE TELECOM 907 562 0818 TO 3383246 P.02/03 E,WA ER DESCRIPTION: T12H' RM aE� •, _. . . DATE: S 7/2002 LEGAL & wOUNE WCUFFE PERFORMED FOR: tAYNE DEPTH ESTHOLELLOT :,d:= ORGANICS 1 r t ^ pI S IFI ATIONS 2ML b:Ol GW ORG ... GP 3 SM GM CL GC 1 OL Ai 4 •p:°. a SW MH CH •':• •. SID OHS 5 $p1 Sc 4 6 _.- DEPTH.70�� pATE /SM e ey , 09pess: 7953 r 1 . fC�G CLOCK NET TIME WATER LEVEL NET DROP DATE READING TIME (MINUTES) READING (INCHES) 18 1 • B.O.H. <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) PERCOLATION RATE _� 19 7 FT, AND B FT. TEST RUN BETWEEN YES r NO 20 A FOUR HOUR PRESOAK WAS PERFCRMEO: ❑ JASON W000 SOILS LOGGED BY: JASON WOOD PERCOLATION TEST PERFORMED BY: COMMENTS: ERFORMED IN ACCORDANCE PERFORMED BY AKWWC, INC. I, JEFFREY A. CARNESS, CERTIFY THAT THIS L� p2 .umse4O&I cuIOEUNES IN EFFECT ON THIS DATE 'llln nom,. .. ••••� l Municipality of Anchorage ••.,• Development Services Department at j Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519.6650 www.G.anchorage.ak.us (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. D I I' I a ( HAA# n 35 Expiration Date: 1. GENERAL INFORMATION % a^ Complete legal description RATCLIFF SUBDMSION• LOT 2 Location (site address or directions) —20,95i ► I . s .Land (� 141A/Til Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address DALE RATCLIFF Day phone 248-7409 8125 WILCOX STREET • ANCHORAGE W. 99502 Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 5 Day phone Day phone 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Q Individual On-site 0 Individual Water Storage Individual Holding tank a Community Class Well ❑ Community On-site El Water System 0 Public Sewer The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given In paragraph 4 by an Independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage Is not responsible for errors or omissions In the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As cortifred by my seal affixed hereto and as of the validation date shown below, 1 verify that my investigation, based on procedures outlined in the Health Authority 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 riles 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 CROUP, Ltd. Address 3701E. TUDOR ROAD, SURE 101 • ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. CARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG, Ltd. attempted to provide a thorough, conscientious engineering analysis of the system In accordance with ADEC and MOA 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 life of all wells and septic systems depend on the local sods condition, groundwaterlevels 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 no 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 confor any legal right whatsoever. 5. DSD SIGNATURE Approved for 9 bedrooms. Disapproved. Phone 337-6179 Date o 12,2,10V Conditional approval for bedrooms, with the fllowing stipulations: WATERAND * m= PRMR Attachments: �J'�il `O • V .. HAA Checklist�l�i Manitenance Agreements ij� MSEV� Septic System Advisory Supplemental Engineer's Reort Well Flow Advisory Other By:—�� AA Original Certificate Date: _ 7" a g – o S (Rw. 17101) Municipality of Anchorage ., • Development Services Department Building Safety DMsion On -Site Water 6 Wastewater Program 4700 South Bregaw St. P.O. Box 196650 Anchorage. AK 99519-6850 www.danchorage.ak.us (907) 343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: RATCUFF SUBDMSON• LOT 2 Parcel ID: 011-122-71 A. WELL DATA Well type 01mr— PUBLIC WATER if A 8, or C provide PWSID# Data completed Sanitary seal (YM) Total depth fL Cased to 11 - Date of test Static water level Well production WATER SAMPLE Coliform L FROM WELL LOG colonies/100 ml. rtrgJL. B. SEPTICIHOLDING TANK DATA Well Log Wires property pn Casing ha ground) in. ft. Nitrate mgJL. Other bacteria aolonigWI00 ml. Date of sample: Collected by: Tank TypelMaterial STEEL Tank size 1500 gal. Number of Compartments 2 Foundation cleanout (YM) YES Depression over tank (YM) NO Date of pumpingNEW Pumper C. ABSORPTION FIELD DATA Date installed s/trta/loos Son rating 4p.d ftlbdr) 1_2 Length 32/32 ft. Width,._ 3/3 ft. Data installed 9/13-14/2004 Cleanouts (YM) YES High water alar (YIN) N/A System type DUAL_ TRENCH Gravel below Pipe 6.33 6 ft. Total depth X0.2 ft. Eff. absorption area 750+ fe Monitoring tube YES Depression over field NO _ Date of adequacy test NEW Results (Pass/Fan) Fluid depth in abaor *m field before test _ kr. Elapsed Tkne: _ min. kyr teJ a an treatment (past 12 mo.) (YIN & type) I in. New depth _in. Absorption rate >_ g.p.d. if yes, give date O. LIFT STATION Date installed Size n gallons Manhole/ 'Pump on' level at _in. •Pump oft' n. High water alarm level at n. Cycles tested Meets alar 3 circuit requirements? E. SEPARATION DISTANCES PUBLIC WATER SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankA(ft station on lot On adfa Absorption field on lot Public sewer main service One adjacent lots Public sewer manhole/deenout Holding tank SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption fteld 50+ Water main 101+ Water service line_ 101+ Surface water ----LOO Wells on adjacent lots 1000+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 101+ Building foundation 10'+ Water main 100+ Water service line 101+ Surface water 100'+ Driveway, parkingNshide storage 5'+ Curtain drain NONE KNOWN Wells on adjacent lots100'+ F. COMMENTS 0. ENGINEER'S CERTIFICATION I certify that t have determined through field inspections and "":'y review of Municipal records that the above systems are in ' • ' • • • •' • • • •' conformance with MOA HAA guidelines in effect on this date. Engineer's Printed Name JEFFREY A. GARNESS : Y m /` 799 _ Date ---to /2-7,/0 '•'•oA- ....... A HAA Fee $ �J 1 Walver Fee $ Date of Payment 77f.-3 Date of Payment Recelpt Number Cil 1?Li,L Receipt Number (Rev. 12101) LA n C4 m N 3 g' eh 0 z Lot 1 Johnston Subdivision — Tract A N 89'52'00' E 151.00' e Septic Vents e � 0 a s smRy WOOD Q b MOUSE 10.7 3.; S 89'49'56" W 126.85' j West Kendale Circle 35.2' ENTEC, Inc. LAND SURVEYING" MAPPING' PLANNING EXCLUSION NOTES: It is the 102 CLEVELAND AVENUE TEL. # (907) 243-9966 owners responsibility to decamine NCHORAGE, ALASKA 99517 FAX. # (907) 243-9967 the existence of any easements, —YMants, er restrictions which do ASBUILTOF: LEGAL DESCRIPTION: not appear on therecotdcd LOT 2 subdivision plat. RATCLUTE SUBDIVISION ( PLAT # 2002-131) ber NOTE: Under no rimanetan JUL should an cesfor K ORDER NUMBEN: ata eon be vexed JULY 10, 2005 t'�45' sentee ei.net y d # 1 6 4 7 eoa ar avec .oe the eonsttuction or for the RNS MJH 2222 — establishing of property lines. i� DOw N w m n 0) n 0 WI Lot 3 FA Rs50 00 .