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Home My WebLink AboutGREENLAND BLK 2 LT 4Greenland Block 2 Lot 4 #015�172�15 Municipality of Anchorage Page I of 3 Development Services Department On -Site Water and Wastewater Program 47DO South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www clanrhorage ak.us (907) 343-7904 ON -S ITE WASTEWATER DISPOSAL SYSTEM AN DIOR WELL INSPECTION REPORT Permit Number. SWO50072 PID Number. 015472-15 Merit Homes Wastewater System: New A�� P.O. Box 1114982 Anchorage, AK 99511 ABSORPTION FIELD of ls� 334-9233 Four (4) 5'Wide Trench LEGAL DESCRIPTION SOO Ra" Tolelo-pmkomwu—ig'� .8 C4We 7 Fi. UkK* Lot IlLk�� D.PM to P" wt� km orq� iy� Gr� dopm bs� p" 2 4 Greenland 3 Ft. 4 FL TQWWV RWVO FA��wit�gr� Gl� Lgft 1-3 Ft. 75 Ft. Well: New N� of WM 0� b� tv� 5 Ft. FL_ CL".ft*M( FWW Dapft C".d to T� �P� &. Priva 1 1 339 F, 750 Fe ASTM 3034 PVC Da. Dwwt Alpine 17115105 301 Ft. Red Dog 7/112005 10 rwp� MR. I C.V Kghl Ab. Growx! >2Ft TANK GM SEPARATION DISTANCES 0 Septic 0 Holding [I S.T.E.P. Other To Septic Absorption Lift Holding 'u-biriPrivate 'aw Frocri �-� Tank Field Station Tank sewtr une AnchorageTank 1,250 WON >100, >100, NIA NIA >25' Steel Two (2) S.f.wm. >100' >100' N/A NIA LIFT STATION — NONE ON LOT Lot Lim >5- >10, N/A N/A Four4o� >5' �NIA KAV W 19.w at Gn V" a in in c~D,. None Noted P'.V 161� A M�l E�" hvep� W� by Ft� BENCH MARK Garage Slab. 100.0 Ft. Engineers Stamp % # Inspections performed by: AH Dates: 1g 7/1/05 a 49t. nd 0 0- — .. — . 0 2 711105 0 ........ . . . . ........... . ..... Department of Health and Human Services approval 0# �A�x W-LHAI L t. ANURSON Reviewed and approved by: Date: LO -2 9- OS- *##e4PF%0' 4V�' U 444 E . S .. Municipality of Anchorage Page 2 of 3 DEVEOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK 99519-6655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report PID No. 015-172-15 Permit Number SW050072 S 13TH AVENUE ST53*20*E 100.00' Pusuc— RAP USE ESUT. X DRIVE A.C. DRIVE CONC. WK Four Sedr� Hme 0 .9 0 A B C4 S2 St 30.3 43.2 z z S2 37.7 50.1 M1 C4 48.9 74.4 MI 50.2 74.6 C5 93.7 77.2 THI M2 93.8 78.2 M2 C5 GREENLAND SUBDIVISION LOT 4, BLOCK 2 27,000 S.F. S ag'33'20*E 100.00' EAST 114TH AVENUE '616 cf- too ........... 40, i 49th .. ...... ...... ......... ..... 0 ...... PLAN AS -BUILT 6%,* . ............. ii�� I V SCALE 1 50' Municipality of Anchorage DEVEOPMENT SERVICES DEPARTMENT 4700 South Bragaw Street Anchorage, AK 99519-6655 - 343-7904 On -Site Wastewater Disposal System or Well Inspection Report Permit Number. SWO50072 96.8- 11250 cu CUM W Liu 100.5 Page 3 of 3 PID No. 015-172-15 (u In x u 75'(Trench ROFILE AS—BUILT. scale! 1* - 19 92.7—/ '�— 82.9 Sep 01 05 11:28a ALPINE DRILLING & ENTERPRISES p.5 Permit Number. 9SWL050072 Date of Issue: 4-7-05 Parcel Identification Number: 015-172-15 Date Started; 7-13-05 Date Completed- 7-15-05 Is well located at approved permit location? 0 Yes [I No Legal Description: Greenland Blk 2 Lot 4 Property Owner Name & Address: Merit Homes 4841 East 114" Ave. Anchorage, Alaska 99516 lorchole Data: ;oil Type, Thickness & Water Strata Depth (ft) From TO Method of Drilling 0 air rotary [3cabletool Casing type: steel Wick -up 0 2 Wall Thickness:. 250 inches )rganics & silt 2 4 Diameter.- 6 inches Depth: 239 feet l,ravelly silt 4 18 Liner Type: _ -ilt Iravelly silt -andy gravelly silt wet 18 81 105 106 81 105 108 115 Diameter: — inches Depth: _ feet Casing stickup above ground:.2 feet Static water level (from ground level): 301 feet — Pumping level --239 feet after hours pumping 1Q gpm Ireve fly silt 115 230 Recovery Rate: 10 Jzpm 1ravelly sandy silt H20 dirty 230 241 Method of Testing: alr4i -ilt 241 253 Well Intake Opening Type: lravelly silt 253 275 Z Open End E] Open Hole Wily cobbly gravel w1b1drs 01y sandy water sand & gravel 275 326 328 339 0 Screened Start _ feet Stopped _ feet C1 Perforations Start _ feet Stopped _ feet Grout Type: bentonite 7-ramiles Volume: 1 0, Q Depth: Start 0 feet Stopped ? feet Pump: Intake Depth — feet Pump size _ hp Brand Name Well Disinfected Upon Completion? E Yes [-] No Method of Disinfection: phlorine, tablets Comments: WellDriller: AlpineDn7ling &Enterprises PO Box 110496 Anchorage AK 99511 Attentiom The well driller shall provide a well log to the property owner within 30 days of completion and the property MUNICIPALITY OFANCHORAGE 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 I WATER SUPPLY PERMIT Initial Date Issued: Apr 07, 2005 Expiration Date: Apr 07, 2006 Permit Number: SWO50072 Parcel ID: 015-172-15 Legal Description: [OREENLAND SUBDIVISION BLOCK 2 LOT 4,r Design Engineer: 0014 Anderson Engineering Site Address: 4841 EAST 114TH AVENUE Owner Name: MERIT HOMES Lot Size: 0 SQ. FT. Owner Address: 4841 EAST 114TH AVENUE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. AK 99516 - This permit is for the construction of: E Disposal Field E Septic Tank Holding Tank [] Privy Private Well F] 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, sealed, and heated to prevent freezing. Received By* -14t.4/L-41 Date: "/-b-ps-- Issued BY: Afi Date: 11405- Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program SA a 7, 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWERNVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. r) 15 - iq 2- 1!5 —Permit Number SW Property owner(s) Medt Homes Day phone 770-4999 Mailing address (1) P.O.Box111982 Anchorage, AK99511 %6g address (2) 4841 East 114th Avenue Zip Code _!q Legal description (Lot, Block& Sub'd.) Lot 4. Block 2, Greenland Subdivision Legal description (Section, Township & Range) Lot Size 27,000 SF Acq�� THIS APPLICATION IS FOR: Number of Bedrooms Four (4) Sewer Only 0 Well Only 0 Sewer and Well 19 Water Storage 13 Sewer Upgrade El THIS PROPERTY CONTAINS: HotTub El Jacuzzi 11 Swimming Pool 13 Water Softening Unit 13 Therapy Pool 13 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. 0 a t4A, (Signature of property owner or authorized agent) PermitFees:-&8/10 -t-VM' t -IL 171- J2ANUIver Fees: Date of Payment q- -7-0 '�;' Date of Payment Receipt Number (4153 61_� 14� Receipt Number. (Rev. 12/00) �V' ' DATE, TO: WITH: FROM: MEMO 511112005 Joe Goodall MoAlOn-Slte Water and Wastewater Mike Anderson SUBJECT: Lot 3, Block 2, Greenland Subdivision Septic System Permit No. SWOSO071 Lot 4, Block 2, Greenland Subdivision Septic System Permit No. SWO50072 The topography of the subject lots makes it difficult to have gravity flow from the houses to the Septic system areas. We have therefore redesigned the absorption trenches to have a 3' effective depth rather than the originally permitted 4'. The bottom of the trenches will be a minimum 'of 4' above groundwater and 6' above bedrock as measured today and In the next week. The length of each trench will now be 87' and encroach into the lot line setback of 10'. Lot line waivers will be submitted In the next week to allow the absorption trenches to encroach Into the setback area. Please review the aforementioned Information in conjunction with the previously approved design and advise If you have further questions. M:Ice A-Vmes.�/ r. lyr ,'0%4.1 P4 A.It-S f I -0A 4-/ ai- /0 1 Ap4mf-. 1/1 'd R10*011 6LL9ZZ9106 RdOO:Z 90OZ 11*AEA ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 522-6779 (FAX) April 7,2005 Municipality of Anchorage Development Services Department On -Site Water and Wastewater Program 4700 South Bragaw Street Anchorage, AK 9951M650 Subject: Lot 4, Block 2. Greenland Subdivision Septic System Design and Permit Application Impacts to Adjacent Properties Dear Onsite Services Engineer: The owner of Lot 4, Block 2, Greenland Subdivision intends to construct a new four- bedroom home on the property. We are therefore requesting a permit be issued for the construction of a new well and septic system to serve the home. No conflicts exist between the proposed well and septic system and those on adjacent properties. The Site Plan and backup documentation identify the location and configuration of the proposed well and septic system. Existing drainage arrows and the current drainage pattern are also identified on the Site Plan. The drainage pattern will be maintained after development of the new system is complete. Test holes placed near the location of the new absorption trench and alternate site revealed silty sand and gravel to depths of 16' to 17'. The accepting soils were tested and found to have a percolation rate of between 6 and 15 minutes per inch. No groundwater was found during excavation and none was noted during the monitoring period. Our design includes the placement of a new 1,250 -gallon septic tank along with a new 75' long by 5' wide absorption trench with a 4' effective depth to collect and treat the sewage generated in the house. The bottom of the trench will be 7' below the ground surface. The distribution pipe will be 3' below the surface. A minimum of 3' of cover will be placed atop the bed and a minimum of 4' of cover will be placed atop the new septic tank. The ground surface on the lot slopes from the middle of the lot both east and west at grades approximating 2% to 5%. The new absorption trench will be constructed parallel with the slope of the ground surface as much as possible in conformance with Municipal requirements. The new septic system will be constructed 100'from all wells and 100' from any surface water. It will also be constructed a minimum of 10' from any Lot 4, Block 2, Greenland Subdivision April 7, 2005 Page Two water service in the area. If the system is constructed in accordance with our design the followiing statements apply: The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. 2. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. 3. The system, if constructed as designed, will have no adverse impact on reserve space, either surface or subsurface, on any lots located in the area. 4. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, ww_.I_t cf� Michael E. Anderson, P.E. Attachments 49th MICHAEL E ANDERSON , No CE -4381 A 1 12 I 112th 100.00 100.00 100.00— Se9]55'30'E PMOD 100.00 LO' T�.c. 1. Ek� E"t 2A 0 ........... ....... .................. (92-57) 0. k*'-.MIOIACL L ANDCRSO 5 6 6 5 VACANT 2 oil 3 ?U VACANT 4 2 AREA MAP SCALE V = 100' C-� MO.00 100-00 10000 100.00 200,00 100,00 113th 100.00 101. 100 100 100. 100.00 0 ........... ....... .................. 0. k*'-.MIOIACL L ANDCRSO 5 6 5 A, VACANT 2 oil 3 ?U VACANT 4 2 AREA MAP SCALE V = 100' MO.00 1 10100 1 100.00 100.00 1 loom I 114th .71 6 A , 49th 0 ........... ....... .................. 0. k*'-.MIOIACL L ANDCRSO 5 0, No. CE -4381 A, �01 oil ?U (SB AREA MAP SCALE V = 100' ��Avenue a 1 0 I EAST 113TH AVENUE 0 ED I n Pov S 89*53*20*E 100.00' A.C. DRIVE 0 Prwosed ell x Four Bedroom N. FLR. 102.5' Home x z I I I I z GREENLAND SUBDIVISION LOT 4, BLOCK 2 L 27.000 S.F. F TT2'] 1 250 Callon I 112' LU S;ptic Tank TM (s) b b 0 a z I I I I z GREENLAND SUBDIVISION LOT 4, BLOCK 2 L 27.000 S.F. F TT2'] 75- Lonq x 5 Wide x 4' Elf. Depth Al5sorption Trench Alternate Site TH2 "I S 89*53'20-E 100.00' 0 EAST 114TH AVENUE 4 E. ANDERSON CE"381 -' lox SITE PLAN SCALE V = 40' 112' TM (s) 75- Lonq x 5 Wide x 4' Elf. Depth Al5sorption Trench Alternate Site TH2 "I S 89*53'20-E 100.00' 0 EAST 114TH AVENUE 4 E. ANDERSON CE"381 -' lox SITE PLAN SCALE V = 40' LOT 4, BLOCK 2, GREENLAND SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: Four Bedroom House 5'Wide Trench System Perc. Rate: 6-15 Min./inch 1,250 Gallon Septic Tank Application Rate: .8 GPDISF 4'Drainfield Rock 4 Bedrooms X 150 GPD/.8 GPD/SF (Application Rate) = 750 SF Absorption Area 750 SF/5 SF * .5 (Red. Factor) = 75 LF Trench Length THEREFORE: Construct a 75'Long x 5'Wide x 4'Effective Depth Absorption Trench. Flow Line Elevation in Trenches to be 3' Below Original Ground Surface. Total Depth to be 7' Below Existing Ground. Provide 4' Cover Over Septic Tank and 3' Cover Over Trench. Natural Backfill 2'6" 3'Cover Over Trench Geotextile Fabric 6- U_ I � Perforated PVC (Holes Down) 4-0- 1 1 ,>---t— Drainfield Rock 5. TYPICAL 5'WIDE TRENCH SECTION *% OF n (NO SCALE) NOTE: Grade Area Over Trench to Drain Away. A91h Minimum 6'Separation From Bedrock. .... ..... Minimum 4'Separation From Groundwater Minimum 100' Separation From Wells in the Area. Minimum 1 O'Separation From Water Services. No. CEAMI Minimum 100' Separation From Surface Water or Streams. Municipality of Anchorage Development Services Department Building Safety Division 0: 49th On -She Water and Wastewater Program IN 0 4700 South BragaW St. P.O. Box 195650 Anchorage. AK 99519-6550 0.-�k�NiaiAm E. mDERsoN j www ci anchorase sk us 0, No CE -4381 (907) 343-7904 !P Soils Log - Percolation Test 0 444 Perfomned For. Merit Homes Date Performed: Le;al Description: L -e, + 6rl2-EM4LAtJ> -TownsHp, Range. Se -lion: Slone Site Plan Depth (Feet) 2- GM 3- Ma 19- 20- r COMMENTS �6m elf, V e, I ,.I WAS GROUND WATER ENCOUNTERED? No IF YES. AT WHAT DEPTH? L 0 Depth to Water After P Moriltorini? . Non E Dale: 4/7/05 Reading Date C;r6ss Time Net rime Depth to Water Niet.DFop &'-5-7---'50 —'� ' 57-79- ' 4,8 9,-Z-S� - . *.147 -5% -7 15� lf,>40 b 45 - PERCOLATION RATE 7- � (mW..A�) PERC HOLE DV;IVIETER -7 TESTPIUNBETWSEN—��Fi 'AND S, -C— FT PERFORMED BY: RTIFY THAT THIS TF PE RFORME-D IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: Municipality of Anchorage Development Services Department Building Safety Division On -She Water and Wastewater Program 4700 South BragaW St. P.O. Box 195650 Anchorage,AK 9951MS50 www Ci 86C orac. sk.us (907) 343-7904 Soils Log - Percolation Test Per'omned For: Merit Homes Date Performed: -3 fz-!�> k=�� Le;31 Desuripti6n, t--& r 6N:--F,�J QkQC;s Township. Range, Se -tion: Site Plan 7- to- lla 12- 0 14 4 1 � 1, (15 51157- , meA 13-1 1 Uv�'F""*"- 14- 18- 19- 20- COMMENTS V'ClY A-Awf 11 ,.I AS GROUND WATER W ENCOUNTERED? IF YES. AT VOIAT DEPTH? L beptt;to Water After 0 P Monitorini? - None E Dale: 4/7/05 Reading . Date dr6ss Time Net rime Depth to Water Net . DFop P=RC0LATIONRAT-- 11.5� PERC "OLE DIAMETER L TEST R . VNSSTWEE . N �-,. T,- Ff 'AND FT PERFORMED SY: ;1�01Z I WIJ 4r -t ej�j-� CERTIFY THAT THIS TEST WAS PERFORMED IN ACdOROANCE WIT HALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: Af -7-0 T' 01 Municipality of Anc to gre L�-1 Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St P.O. Box 196650 Anchorage. AK 9951M650 www.cf.anchorage.ak.us (907) 343-7904 1 - r, ERTIFICATE OF HEALTH AUTHORITY APPROVAL 3 U) :,v K FOR A SINGLE FAmiLy DWELLING 1 4-1,60, Parcel I.D. - 015-172-15 HM#—b5nt5745 Expiration Date: 1--7-6-06 1. GENERAL INFORMATION Complete legal description Lot 4. Block 2. Greenland Subdivision Location (site address or directions) 4841 East 114th Avenue I Current Property owner(s) Merit Homes Day phone 334-9233 Mailing address Lending agency Mailing address Real Estate Agent Mailing Address - P.O. Box 1111982 Anchorape, AK 99511 Unless otherwise requested, HAA will be hold by DSD forpickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class_ Well Public Water System -Four (4) Day phone Day phone TYPE OF WASTEWATER DISPOSAL: 0 Individual On-site G3 11 Individual Holding tank El 13 Community On-site El El Public Sewer El The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given In paragraph 5 by an Independent professional civil engineer registered In the State of AJaska. Certificates of Health Authority Approval are required for the transfer of fitle (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 sample results less than 30 days old. (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 certified by my seat affixed hereto and as of the validation date shown below, I verify that my Invesugauon, 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, funcljonal 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 Ume of Installation. Name of Firm Anderson Engineering Phone 522-M3 Address P.O.Box240773 Anchoraae.AK99524 Engineers Printed Name Michael E. Anderson E. Date 10/26/2005 5. DSD SIGNATURE _4zll' Approved for _tL bedrooms. Disapproved. Conditional approval for _ bedrooms, Wth the follovAng stipulations: Attachments: HAA Checidist X Septic System Advisory Well Flow Advisory Maintenance Agreements Supplemental Engineers Report Other By: Original Certificate Date: )l (R. 12100) Municipality of Anchorage Development Services Department Budding Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-W50 www.d.anchorage.ak.us (907) 343-7904 HEALTH AUTHORITY APPROVAL CHECKLIST , I UT.,0471 E A. WELL DATA wall type E&M It A B, or C Provide PWSID # Data completed VIMM5 Sanitary seal (Y/N) y Total depth _M_ft. Cased lo, _M_ft FROM WELL LOG Date of test 711=5 W811 Log (Y/N) X� WIrm Properly protected (Y/N) Y Casing height (above ground) 24 in. AT INSPECTION Static water level 301 ft ft. Well production 10 9 -p -m- 9 -P.M. WATER SAMPLE RESULTS: Coliform -2—colonies/100 mi. Nitrate .1 mgA. Other bacteria --L colonies/1 00 mi. Date of sample: 1M0g1__ by - Collected . _A" B. SEPTICIHOLDING TANK DATA Tank Type/Material SepHdReal Date installed 7-/-0 Tank ske 125o gal. Number of Compartments Cleanouts (Y/N) Y Foundation clesnout (Y/N).y Depression over tank (YIN) N High water alarm (Y/N) fi� Data Of Pumping Pumper Now Conalmdon C. ABSORPTION FIELD DATA Data installed ItIMS Soilrating (g.p.d.Worft2/bdrm).eopp1S System type T Wide Trench Length IL-- ft. Width 3 — fl. Gravel below pipe 4 ft. Total depth &M I Eff- absorption area Z&fe Monitoring tubey Depression war field 11 Date of adequacy test Results (Pass/Fall) _ For bedrooms Fluid depth In "rPdon field before test — In. Water added— gai. New depth_ In, Elapsed Time: — min. Final fluid depth _ In. Absorption rate >=�g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) N If Yes, give date D. UFT STATION Date installed Size In gallons oPump onn level at _ in. opump off* level at _ In. Datum E. SEPARATION DISTANCES Cycles tested SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankAtft station on lot -tiff- Absorption field an lot >111147 Public sewer main WA Sewer /septic service line ManhOle/Accen (Y/N) High water alarm level at In. Meals alarm & circuit rO(MrOmer"? On adjacent lots )11W On adjacent lots XW Public sewer manhole/cleanout IVA Holding tank WA SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation _?I- Property line >5' Absorption fleld-tt� Water main NIA - Water service line >11W surface water >11117 Wells on adjacent lots MW SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line -?Iq. Building foundation >111Y Water main >IIY Water Service fine >111Y Surface water -?Iff- D"VOWSY. PwWW'vehiclO storage >25, Curtain drain _K2nLHd2d-- W81130VI8018cantlOts >JW F. COMMENTS G. ENGINEER'S CERTIFICATION I car* that / have determined through field Inspecdons and review of Municipal records that the above systems are in confolmance wim m0A HAA guidelines In effect an this date. Engineer's Printed Name Michael E, Anderson, P.E. Date IW2&=S HAA Fee -15 1750 9-4,Y Waiver Fee $ Date of Payment Receipt Number (Rev. 12(00) ,to - sr Date of Payment Receipt Number wc�- � 07 4q+h * L I P-268 GREENLAND SUBDIVISION LOT 49 BLOCK 2 27.0oo S.F. EAST 113TH AVENUE S 89*53*20"E IDO.Do- PUBLIC �RAP USE ESWr. DRIVE to 1.32 R.30. 0 Do' A.C. DYRIVE WELL 21.41 U — I -t–CONC. DRIVE 23.-8– EXISTING BUILDING b 24.2' rl cli .w z 00 smc snim 00 1 )) =40' *OF A4 a co - 4 9 3. 0 v Jetfory A. Ga3foldl AN �j % AN # 10, .. LS -6091 AV 'b ro e 6 fassional'- fill IL ILIA16 S 89'53'20*E—1 0 EAST 114TH AVENUE AS-- B U I L CASTALDI LAND SURVEYING. LLC JEFF A. GASTALDI. R.L.S. 4726 WEST 88TH AVENUE ANCHORAGE, ALASKA 99502 PHONE 248-5454 GRID [DATE 2636 9/:21/2005 F.S. JOB NO. CS 05-12 OS42 z I HEREBY CERTIFY THAT I HAVE SURVEYED THE PROPERTY DEPICTED ABOVE AND THAT No ENCROACHMENTS EXIST EXCEPT AS INDICATED. IT IS THE RESPONSIBILITY OF THE OWNER TO DETERMINE THE EXISTENCE OF ANY EASEMENTS COVENANTS OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION OR FOR ESTABLISHING BOUNDARY OR FENCE LINES. ANCHORAGE RECORDING DISTRICT. ALASKA NOTE: NO CORNERS SET THIS DATE.