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Home My WebLink AboutGRECIAN HILLS BLK 1 LT 3Grecian Hills Block 1 Lot 3 #017-074-31 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 9951M650 Page / of Z_ www.cl.anchorage.ak.us (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: !jW 070cy�pfL PID Number: 00-0':24 ( Name l4 (rI4 Wastewater System: IX New ElUpgrade 0' S532 er;n Snrv� ABSORPTION FIELD �-tv1Is Phone Q S 2 NwM.r of Bod"m` ' O Do" Te«Wt 0 Snow Tmnch D eta o N,m° f rolMr: rw.. LEGAL DESCRIPTION So. Rating rJ Total rom ono-r ar Ii L r0 GPD6P D i,, eloo, Lot subdm«om / re tit / Depth to Ppll bottom an m« /1f0 Wade r t .— Q , Ft. Gnw depN baneam Pilot 0r 5, Ft To.n«op R.N. swoon Fr radW abov. onaw Wale Gra"« Length 14, Z1--51 3` FL Z Ft. Well: New Upgrade Grata vndm NumW'0"" D,eNnp o.Naen Ince f 2.fo Ft. F, Cl.a«neoeoon (Pnvata, A. S. Cf �G Tow DwA caved N �{ TM« "s"Itbon woo Q Np. IMWill 1' IVC. f0 fl. Z-C it onto ` �( Dat. DNW stat. c Wet« Lev« an1«4r. Dot* Inel«i.a Aitlo me 3 2r/o rz !3� Ft .GfcN d*%s ;L Yi«d /0 Pump sal al 'L � "Ungttagrtt rwov. Growrd �, TANK ¢ GPM 3 FI. Z SEPARATION DISTANCES ❑ septic ❑ Holding IAS.T.E.P. ❑ Other. To Septic Absorption Litt Holding ubedPrtvate •tlw aP•�b From Tank Field Station Tank Sewer Line 1' won / 0r /OC Mann« Number of Companments swfar.w.iw /oor.F /oD� roorL K LIFT STATION Lot Lone ZCrf 5 r % 7�nf �V F- r "/�. �• /Sfi(� Gal ww,}ar �" /}N Cyr Toh&r FawW« f Zp F 1 fit- r �. 'Pump on. IM N. n 'Pump etr Nv« at /I High w«a «arm al �r ?l Z a / In L� In y/ n t0 Cun«n Dr«n /✓ / N /1 �f /�. i n /�, Pump Mate a Mod« 1 C� S i� 1�d El.gw« Flapwoona p.rranrod by t•J / _ �? Rom; < -Se Frfc BENCH MARK 7k el Lfdwtr la 0e 4iI r - •, P/e Loubon rnd D.eu,piwn / C prC( C✓ Stq n4f—4C! e WrMd levaLpl, FL �V\ Inspections performed by: i�Irl•or/Al�d �fSen Oates: 1'f / off`" OF A[,qs III 2n4 Z / `/„r �-=!t i y'\p:•' 911 •••t,J Development Services Department Approval J I1k:Q9TN Conditional Approval Date: 00.1 Jf�/�,J....:... .: PS 0 MICHAEL N. ANDERSON ti CE-94 Reviewed and approved by: W / Date: 7 07 �k FESS`0``�� Permit No. SW070002 Page 2 of 2 Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: 343-4744 On—Site Wastewater Disposal System and/or Well Inspection Report Legal Description: LOT 3, BLK 1 GRECIAN HILLS S/D PID No.: 017-074-31 MARK A 8 GRND. ELEV. PIPE `\ ELEV. FC01 18.5 30 100 97.3 75XHOLDINGTANK RADIUS CO2 48 20 TCO1I 49.5 20 101.3 101.2 97 1 MH/1 57 23 MH/21 60 26 101.2 101.2 1 5' LOT LINE 1 WAIVER APPROVED MT II 54 42 104 1 1 WELL — LEST HOLE IUS 8754.00% 141.0e' i rS ♦ I I A� I I .MT I\` ECONDARY FIELD ----- I FC : /1 VI D C�#t_I/ 1\ u I / \ MN#� L' J Q NEIGHBORING 2000 GALLON --�' TANK BE H MARK. CONCRETE SL e $IHOLDINC cn //7 � 8 i � 712• SCALE:SBU LT ' w..Yrt. roo Yh. , 04 1 YM1 ..• 1♦. I4 •• 49TH NOTE: /� ';MICHAEL N. ANDERSON: ♦1� °• 1. ORIGINAL GRADE ELEV. 101 sn 2. WATER MEASURED A 5.5' a• No. E 9 69 ♦ %, . ♦�, •.,, sJ��.••�i 3. BOTTOM OF TEST HOLE ELEV. 87.0 ♦1♦'Cd • •.• SEO M Srrlw,u i ALPINE DRILLING & ENTERPRISES patNnmber.kSW07 2 Date0f1uur.1-9-Q7 Parcel Identification Numb 7 7 Date Completed: 3.21-0T Is well located at approved permit location? sl Description: I wed: don: Grecian Mils tL`&J=2 pulp Owner Name & Addrete: Ron BeUey Arca e, Alaska '! 1.1:'d thole Data: Depth I ASethod of Drilling ®air rotary []cable foal 7n+e.ThIcknas d: water Strata From ?o Casing type: 9MI Wali Thickness: , X150 inches Diameter. ¢ inches Depth: ZQ4 fee: Liner Type: Diameter: _ incbes Depth: _„ feet Casing stickup above ground: Z feet Static water level (from ground level):1Mfeet Pumping level: 3M feet after ? hours pumping IQ gprt IIII Recovery Rate: 3Q gpm Method of Testing: eirl;R Nell Intake Opening Type: ❑ Open End Open Hole ❑ Screened Startfeet Stopped — feet �Perforstions Startfeet Stopped feel Grout Type: Nwonfre r►ayulev VOlume:1) Depth: Stat Q fru Stepped 2 fat Pump: intake Depth feet : Pum s:ze hp Brand Name e Well Disinfected Upon Completion? ® Yee L^] i Method of Disinfection: chlorine lahlers i Comments: IN' Well Driller: A'pine Drr7br7g d Ert9rprises PO Box 110496 Ancnomge Alaska 99511 Adlj.: \1D– ZvD rJt"�. SiAfi.. JL .�■mow Yes EI IN Q-: flok-up 0 2 ryenks a elf 2 14 revow eIn 14 35 day gravel 35 122 ekhkeend a grave! S gpm 4'stet 122 124 yt 124 131 l yly sly 131 135 agY�yYe1 135 156 t+gv9Y aJf: 150 183 s1Qy water sard G gravel 4 gpm 183 185 revolyaNt 185 191 tirerrk 191 326 h:9 318 326 r Alteetioo: no well driller shall provide a welt log to rhe property owner withir. 30 days of completion and the property owner or dee well driller shall provide a well log to the Development Services Department wL'h!n 60 days of completion. t o'd TGt6 bY4 406 Hn'AnH7 lid TL:r1n Ln-AL-Nnr JUN -30-2007 12:17A FROM: INlk% at" DMdae oe•an. wew A Wsftmt r hvrtm 4700 bpm S~ P.C. tleee WON AKkwolk Ak flM"50 Naar Pump i atallation Los �x-9e/3-7997 70:3437997 P.1/1 well DAMS rau t N=bw. Diti el11fuel PeedldaMlNrstlenlirla�tn�,�,,; LaWDe,w"M 11bt3 fat Hn>. Adtt+,�e rrrecL04►l5 f,�tr�,s,arl>,tka.� �.rwtace/tr �G3 tut rsc+�rsrrerra,mryn,/�l�u{�ru k^rrq�p5 P" sto I� ) Wtthw A"Pwxww riePt>y Q pld,aArt,prilrfd,tttahtttmeriN,mr. C�`6 //l�A� P1dmAr,PtWhfkD n riarOW W,0 Wftt ad VPW I[et,0elfeef lot X,t 0 Ht► maodan,I I rPCII"L� Cettetanllrl CALL FOR SERVICE —Compete Water System Santa — Utow PUMP & WEII SERYICEI LLC `— DRIAN WILLE �..� ANCHORAGE EAGLE RIVER (9a7) 818,955 (997) 822-9335 At)oq►tlllsI 'i, Puto IwWlt dA PwAde I PPV bd,W9%IeM toM wWd, 30 AIP Of PAW (,eW[W1110. From ApplledMicrosystems Wed 13 Sun 2_007 05:54:0_9 PM AUT Page 1 of 1 MUNICIPALITY OF ANCHORAGE, BUILDING SAFETY DIVISION 4700 SOUTH BRAGAW INSPECTION INFORMATION d HELP: 343-7982 INSPECTION: VOICE 343-8300 INSPECTION: FAX (907)249-7777 www.muni.orgrBSDAnspedions.cfm NAME: Judy PERMIT#: 08-1239 COMPANY: Rams Horn Electric Inc. INSPECT DATE: 8/14/2007 PHONE #: 2445419 PHONE #: PHONE #: ADDRESS: 13240 MESSINIA ST LOT 3 BLOCK 1 SUBDIVISION: GRECIAN HILLS GRID #: SW2940 COMMENTS or DIRECTIONSL- Lock box is 1984 �1O 02 LA TYPE OF INSPECTION: Final Electrical COMMENTS: (FOR INSPECTOR USE ONLY) ►.er, CeK Michael N. Anderson, P.E. Civil/Structural Engineering & Construction 4661 Natrona Avenue Anchorage, Alaska 99516 Phone 345-3377 Fax 345-1391 June 26, 2007 Municipalities of Anchorage Departments of Health and Human Services P.O. Box 196650 Anchorage, Alaska 99519-6650 Fax 249-7847 Re: Block 1, Lot 3, Grecian S/D, Waiver Request To Whom it may concern: This is a request for a waiver of the 75 foot separation distance requirement to an existing holding tank located on Lot 5 Block 1 Grecian Hills S/D to the well located on Lot 3 Blk 3 Grecian 1 -[ills S/D. All of the field work for the original permit was done in the winter of 2006, due to the heavy snow the correct clean-out on the holding tank was missed. We have asked the current property owner if we could move his tank, he said no, therefore we are requesting a 12 foot waiver from the new well located on Lot 3 block 1 Grecian hills. The new well is located over 10 feet higher (vertically) than the holding tank and is over 300 feet deep, with a steel casing in to the bedrock. From the well log it can be seen that the soils are tight, stiff silts, this will also guarantee that nothing will pollute this well. All of the slopes on the lot are very positive, 5% this will not allow any spills to reach the well. The neighboring lots will not be impacted by this waiver or the public water supply. If you have any question please call me at 345-3377 Sincerely �/1�.� - Michael N. Anderson, P.E. WAIVER FEE: J'1) " PAYMENT DATE: �Z Dl RECEIPT #: Municipality Of Anchorage ,.... t d{ o to CO. MxI!Mp:ill • Anehom>;q.11askn!7.).il!).fA'.M) • Telephone (9(q) 34:SK'S01 • 1'a<(!M)7) 81:1£12'(M) 47(N) Ilminnv Strccl • Anchnmgq Alaslui V.rA)7 a��x'.munl.nrg Mayor Mark Degich Ilullding Snfcty Division July 1, 2007 Michael N. Anderson, P.E. Anderson Construction and Engineering 4640 Shoshoni Ave Anchorage, AK 99516 Subject: Waiver Request for Grecian Bills, Block I Lot 3 Waiver Request WR#: 070033 Parcel ID # 017-074-31 SW 070002 Dear Michael N. Anderson, P.E.: Your request for a waiver of the required 75 feet horizontal separation from the holding tank to the private well has been approved. The approved separation distance is 63.0 feet. This waiver approval applies to the existing holding tank to private well separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, Deb Woekenfia e Civil Engineer On -Site Water & Wastewater Program Community, Security, Prosperity Municipality of Anchorage Development Services Department Building SaMy Division On -Site Water and Wastewater Program 4700 Bmgaw Street "- P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 Waiver Review Worksheet WR#: 070033 PID#: 017-074-31 HAIPermit# SW 070002 Dale Received: July 1, 2007 Legal Description: Grecian Ilills, Block 1 Lot 3 Engineer. !Michael N. Anderson, P.E. Anderson Construction and Engineering 4640 Shoshoni Ave Anchorage, AIS 99516 Applicant: Ron Bailey Waiver Requested: 63' from Holding tank on lot 5 to well Criteria: Geology A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Total: Points: r...................................................................... as@ Waiver is Granted: X Waiver Is not Granted., List Conditions or Reasons for above: Date: 711107 By: Deb Wockenfuss Name of Reviewer Rec#: 96614 Amount: $920 Date Paid: 71112007 Grecian Hills, Block 1 Lot 3 Parcel ID: 017-074-31 Waiver for 63 feet from holding tank on lot 5 to well Issued June 29, 2007 General 1. The well has casing to 204'. 2. The lot is sloping from the holding tank away from the well head. ADEC Criteria Water Table Depth of water bearing zone in well Assumed bottom of tank 1'(27/190) + 7 Soil Sorption Soil descriptions from well log for subject property 136 feet 9 feet 127 feet silty gravel DEC PTS Depth From Depth To Thickness Organics & silt 1.5 9 14 5 gravelly silt 3.5 14 35 21 silty gravel 1.5 35 122 87 sand and gravel 1 122 124 2 silt 3.5 124 131 7 gravelly silt 3.5 131 135 4 silty gravel 1.5 135 136 1 127 Permeability Soil descriptions from neighboring well log for subject property DEC PTS Depth From Depth To Thickness Organics & silt 3 9 14 5 gravelly silt 2 14 35 21 silty gravel 1.5 35 122 sand and gravel 0.4 122 124 silt 2 124 131 gravelly silt 2 131 135 silty gravel 1.5 135 136 (31/91.2)+(21/91.1.5)+(7/91'2)+(32/91.1) Water Table Gradient - See attached calculation Water table slopes away from the water source Assume +2.7% slope Horizontal Separation 63 feet between holding tank and well x=13/25+1.0 87 2 7 4 Calc. Pts 0.06 0.58 1.03 0.02 0.19 0.11 0.01 v bi Calc. Pts 0.12 0.33 1.03 0.01 0.11 0.06 1 0.01 127 1.67 Total Points Points 7.1 D1 1.7 3.8 1.52 16.1 As per ADEC waiver guidelines a point value of 16.1 is almost sure to be free of any form of contamination from household sewage. Waiver WR070033 SW 070002 Gre6 Hills 1 113' 147. Water Table Gradient Calculation Grecian Hills Block 1 Lot 3 017-074-31 436' 6/29/07 Grecian Hill n' L3 0' 6' E,r,aTiy Hi„r f F i%O�iliw� .rs.Ik 8125 ...:.... oLn IwllS ��53�1m of Zz�� TtNk I I �• _.\!t/h'� Tip . 1 \ 88.55�'a— LN83.0$�\ n 00 68-14 vz --!20N.04 M \` r Houf! � (4-W � TircT.ao. rr„e of 1 nl M I cvaeaeT �or-- V c y � w . r, r^e.rw..r �•.� I � ALPINE DRILLING & ENTERPRISES Permit Number.. IISWO50325 Date of issue: 8-29-05 Parcel Identification Number: 017-073-68 Date Started: 2 28-06 Date Completed: 2-28-06 Is well located at approved permit location? ® Yes Q No Legal Description: Grecian Hips 8/k 2 L 3 Property Owner Name & Address: Chong M. Kim 3866 Galactica Drive Borehole Data: Depth (ft) Soil Type,Thicknessd.Water Strata From To silt 0 21 silly gravel _ _ .._ _ _ 21 _ _ 32 sandy silt sandy gravelly silt cobbly silty gravel w/bldrs gravelly silt silty gravelly sandy H2O silty water sand & gravel sandy silt fpr Wei"v-,r 32 38 51 83 111 113 117 38 51 83 111 113 117 120 Method of Drilling ® air rotary Q cable tool Casing type: ,steel Wall Thickness:.250 inches Diameter. ¢ inches Depth: L feet Liner Type: Diameter. Inches Depth: feet Casing stickup above ground: 2 feet Static water level (from ground level): j2 feet Pumping level: 120 feet atter 2 hours pumping :20+ gpm Recovery Rate: 20+ gpm Niethod of Testing: gtM Well Intake Opening Type: ® Open End ❑ Open Hole Q Screened Startfeet Stopped feet 11 ❑ Perforations Startfeet Stopped feet Grout Type: bentonite granyles Volume:l Start0 feet Stopped 2 feet IIPump: Intake Depth feet Primo size _ h0 Brand Name 11 Well Disinfected Upon Completion? ® Yes Q No MI Method of Disinfection: chlorine tablets Comments: Well Driller. Alpine Drilling & Enterprises PO Box 110496 Anchorage AK 99511 Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property owner or the well driller shall provide a well log to the Development Services Department within 60 days of completion. MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water d 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: SW070002 Legal Description: GRECIAN HILLS BLOCK 1 LOT 3 Design Engineer: 0088 ANDERSON CONSTRUCTION & E Owner Name: RON BAILEY Owner Address: 5520 WHISPERING SPRUCE DRIVE ANCHORAGE. AK 99516 - Date Issued: Jan 09, 2007 Expiration Date: Jan 09, 2008 Parcel ID: 017-074-31 Site Address: NHN MESSINA STREET Lot Size: 16913 SO. FT. Total Bedrooms: 3 Permit Bedrooms: 3 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 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. 5. The following special provisions. -THE UPPER SIX INCHES OF THE MOUND SYSTEM MUST CONSIST OF TOP SOIL AND THE MOUND MUST BE VEGETATED SUFFICIENTLY TO PREVENT EROSION. Received BY Date: Issued By. Date: Municipality of Anchorage Development Services Department . c Building Safety Division 'tr On -Site Water and Wastewater Program $ A ITT 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orglonsite (907) 343-7904 ON-SITE SEPTICMELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. Diq-M4-'5) Property owner(s) i�.o II M 7—C� t `'C H Day phone Mailing address Q2/-) lmq(514 Jlfh�tAtt_ n'r. AIA ZipCode9951Co-2311 Site address MIA0 SSA/A Zip Code Legal description (Sub'd, Block & Lot) (71 r c r 1 A Legal description (Township, Section & Range) Lot Size lip t q ) 3 Sq. Ft. Number of Bedrooms THIS APPLICATION IS FOR ([Dail that apply): Absorption Field ❑ Septic Tank ❑ Holding Tank ❑ Privy El Private Well Water Storage THIS APPLICATION IS AN: Initial ❑ Upgrade ❑ Renewal ❑ 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. (Signature of property owner or authorized agent) Permit/Rush Fees: L/OS (-,,St49V�waer Date of Payment: / 2/r /(% (a ate of Receipt Number. - 0 i I�ccipt (Rev. 11105) M Municipality of Anchorage - P.O. Ik,.% 190M - Anchomgc. A1a%ka 9!9519 6650 - T.Icphone CN)7) 3i.4R71)1 rm (!N)7) 338-R_(N) 4700 Bnlgaw• Slmct - Anchumgc. ANAut Y,1707 N"s Mayor Mark I1c#ich n1mmunLorg Building Safety D-sision January 9, 2007 Jeffrey Garness, P.E. Garness Engineering Group 3701 E. Tudor Road, Suite 101 Anchorage, AK 99507 Subject: Waiver Request for Grecian hills Block I Lot 3 Waiver Request WR#: 070002 Parcel ID # 017-074-31 PERMIT SW070002 Dear Jeffrey Garness, P.E.: 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 a 5 foot lot line waiver from septic absorbtion field to north and east property line. This waiver approval applies to the existing absorption field to property line separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Sincerely, J oodall Civil Engineer On -Site Water & Wastewater Program Conlnllilt ity, SecilriLy, Prosperity Municipality of Anchorage Development Services Department • +�+ Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907)343-7904 Waiver Review Worksheet WR#:070002 PID#: 017-07431 HA/Permit# PERMIT SW070002 Date Received: January 9, 2007 Legal Description: Grecian dills Block 1 Lot 3 Engineer. Jeffrey Garness, P.E. Garness Engineering Group 3701 E. Tudor Road, Suite 101 Anchorage, AK 99507 Applicant RON BAILEY Waiver Requested: 5 foot lot line waiver from septic absorbtion field to north and east property line Criteria: Geology Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. HodzontaiSeparation Total: ,........................................................... evesee........ Waiver is Granted: X Waiver Is not Granted: List Conditions or Reasons for above: Date: 1/9107 By: Joe Goodall Name of Reviewer Rec#: 89248 Amount $= Date Paid: 1/8/2007 Michael N. Anderson, P.E. Civil/Structural Engineering &: Construction 4661 Natrona Avenue Anchorage, Alaska 99516 Phone 345-3377 Fax 345-1391 June 29, 2007 Municipalities of Anchorage Departments of Health and human Services P.O. Dox 196650 Anchorage, Alaska 99519-6650 Fax 249-7847 Re: Block 1, Lot 3, Grecian S/D, Water Monitoring To Whom it may concern: This is a letter of clarification concerning the water monitoring done by Jeff Gayness Engineering and Michael N Anderson P.E. on the above referenced lot. Jeff Gayness completed two test holes with a high water elevation of -0.5 feet below grade. I have excavated 5 or 6 holes around the lot and not measured the water higher than 5.5 feet below grade anywhere on the lot. It is my opinion that either the test holes in question were not backfilled correctly thus allowing surface water to run into the monitoring tube or some other reasonable solution. All of my excavating shows water at or about 5 to 7 feet below grade depending on the time of the year. If you have any question concerning the issue, please call me at 345-3377. Sincerely Michael N. Anderson, P.E. Michael N. Anderson, P.E. Civil/Structural Engineering & Construction 4640 Shoshone Avenue Anchorage, Alaska 99516 Phone 345-3377 Fax 345-1391 December 1, 2006 Municipalities of Anchorage Departments of Health and Human Services P.O. Box 196650 Anchorage, Alaska 99519-6650 Fax 249-7847 Re: Block 1, Lot 3, Grecian S/D To Whom it may concern: This is a request for a new septic permit. The test hole excavation was completed near the northeast comer of the property, the soils consisted of organics over tight silty sands ML, then loose silty gravels GM to the bottom of the hole at 15 feet. Water was not observed after the 7 day monitoring period, however two other test holes had been done by Jeff Gamess Engineering (Susan Oswalt) with water at 5.5 feet and a pert rate of 60 minutes per inch. This high water table has been used for the design of this system. My pert rate was also 60 minutes per inch. A new Advantex AX -20 tank and pod system be installed with a 10' x 23' (bed) leach field and an effective depth of 0.5 feet. The application rate of 2.0 gallons per day per square foot has been use for the bed for a total length of 23 feet. The surrounding properties have holding tanks (lot 5 to the west), class C well (lot 20), permitted Advantex AX -20 (lot 4) and vacant land on the east side and none of this these lots will be impacted by this new system. The lot slopes gently from the northeast to the southwest with no slopes above 25 percent. We are also requesting a lot line waiver of 5 feet along the north and east for placement of the leach field. The neighboring lots will be impacted by this new construction. If you have any question please call me at 345-3377 Sincerely ichael N Anderson, P.E. DESIGN CRITERIA: 3 BDRM X 150 = 450 GPD SOILS = 450/2.0 = 225 GPD 225 GPD/10 = 22.5 USE 23' 10X23=230.0 FT SO (1) BED 1.0' DEEP 0.5' EFFECTIVE 10.0' WIDE 23' LONG – U P P E R D E A R M 0 U N R 0 A D– RADIUS ii I I LOT 4 LOT 5 I.WELL `4 11 I I WELL ,- 1\ WELL PROPOSED HOUSE) LOT 2 LOT 1 OVER BRIC & INSULATION 'E I7 PROPOSED SEPTIC AREA SECONDARY DRAINFIELD PROPOSED DRAINFIELD —PROPERTY LINE –PROPOSED ADVANTEX SEPTIC TANK POD `%\ EXISTING CLASS 'C' �I WELL, 150' RADIUS \ 1 1 1 1 1 1 I Septic Design Prepared For RON & JAIME BAILEY �.t NE .............. LOT 3, BLOCK 1 GRECIAN HILLS SUBDIVISION • ��P .•i Anchorage, Alaska: ' Prepared By r . 49TH ••••'_:;t• .... r. ....... ...wti�.�'Q,71 hfIC}IAEL N. ANDERSON, P.E. .... 4640 SHOSIIONI DRIVE I� �'Michoel N. Anderson;' (907) 345-3377 / FAX (907) 345-1391 ��i�19 06,,0 SCALE: V=100' DECEMBER 31, 2006 440%%OFES l EXISTING ADJACE JT SEPTIC DESIGN .� ♦ 1 1 W I I I I \ \ \ z LOT INE WAIVER, OF 5 FE T REOUESTED I I WELL 5 8754.00i 141.03, ,1 PROPOSED RESE DRAINFIELD i, WELL r-- ---- I —i PROPOSED PRIMARY DRAINFIE? j j♦ , ti�it Y / TH11 MT I 1 / I ---e- L-------;/ a q I •.a o C150' C CO EXISTING WEL CLASS 'C' RADUtS ------------- fi' ''� NEW ADVANTEX AX -20 �-, W/ 1,500 GAL FIBERGLASS TAJ ON `` 1K 71.20 • I I' I PROPERTY LINE I I I I I I Septic Design Prepared For RON & JAIME DAILEY �•�E LOT 3, BLOCK 1 GRECIAN HILLS SUBDIVISION ��P ''' ♦♦♦ Anchorage, Alaska 49— Prepared By 0 MICHAEL N. ANDERSON, P.E. 0 ...... 4640 SHOSHONI DRIVE ♦c^%,Michael N. Anderson; �.a ♦♦ (907) 345-3377 / FAX (907) 345-1391 s. CE -9469 ♦ f •. ♦♦♦♦�D'"'^2�.�0.... � SCALE 1"=50' DECEMBER 31, 2006 414 E551•��. Municipality of Anchorage Development Services Department Building Safety Division 0 yr On -Site Water and Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 99519-6650 www ci.anohcrace.ak.us (907)343-7904 Soils Log - Percolation Test Pe,formed For: 0-1.1% a o', 6 '% Legal Description: t o+ S Out I G• •c via" Sf b 1-I I orl&Ale S 4-I I "``, �tski- •5,14-h s.•1Zs. 8I I Si/><•1 C1•o.c 0. * •49TH • ,x 00MICHAEL N. ANDERSO %•. CE -9469 --k; ; Date Per'ormed: Township, Range, Section: WAS GROUND WATER ENCOUNTERED? (�F O.O• 10-1I IF YES, AT WHAT DEPTH? Depth to Water After 11- Monitoring? S. 15- 12- 13- 14- 15- 16- [4j( 12- 13- 14- 15 16- RJt 17- 18 - Date: /7 /t" Ots •- -.••ems -- Reading Date Gross Time Net Time Depth qfWater Net Drop t/Le • i r7 N t PERCOLATION I�Oft re) FERC HOLE CIALIETER _4�7 TEST RUN 6ETNEE1`: _F. AND y FT COMMENTS T/f y�A, � N4e� 4� vOw '�,t.`R: Ahft±-rt" t'n •I to L7 PERFORMED BY: M14A rt N41 KIA1.4 t CERTIFY THAT THIS TEST WAS P'RFOR%IED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: // 7d/0 f F ALASKA 'WATER & WASTEWATER o �� . _ _.. - .•. CONSULTANTS. INC. ,..• _.._., Y,_ .-- soo; c - �-- ( _ _ . �`........ .............. SOIL LOG — PERCOLA ION TEST i Q....... - a A. cm SUBDIVISION;;:...Q LEGAL DESCRIPTION: GRECIAN MILLS SUBDIVISION; LOTS 3 & 4, BLOCK 1 PERFORMED FOR: HEATHER PAHKALA DATE: 8/1/2003 � fTM = TEST HOLE '1 Q��1�oP4oe600 1 n'a-o'c- ORGANICS i -nom I SOIL CLASSIFICATIONS 2-1---- I i I1!;l ORG (TEST HOLE LOCATIONS 3 _ ua e•: GP ML I : ARE APPROXIMATE I I ML 4 ! .tij GC I i i OL o i' �iII i I' ! ! sw i 7 MH i SP CH'sm OH of l i!1 6—;. 11( f.,, ytSc TH/2 <, fii�►i i ! i Zi 7 ER'i: Ll i z N I 1ribi i,�t' i ! L y1' . .. -..� 110TANK LDIrX; i 9 =! z l SITE PLAN ; ± ? CSZFA M GM 1'•100' 1 ; ! •; 11 "Il""I I i . 4 12 illi! li ,i 1 V l .;�.a i B.O.R.1 t5 i (I L 16 17 20� PERCC"�TION RATE 60 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RLN BETWEEN 2.0 FT. ANC 2.5 FT. A FOUR HC'L� PRE"SOAK W,AS PERFORMED: n YES ❑ NC SOI! S LOGGED BY: SUSAN MALT PERCCLATIQN TEST PERFOR:MIED BY: JOSEPH MARCHEM COMMENTS: SEE ATTACHED Slit PLAN PERFORMED BY AKWWC. INC. 1, JEFFREY A. GARNESS. CERTIFY THAT THIS W P FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: _ L O DEPTH TO f:Rf111.NQVl.',TF2 PATE 7_5 5.5 _-.-•_- B/t�2003 8 5/2003 S.7 8/6/2003 8 5/2003 1 DATE READING CLOC!c TIN;= NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 8 5/2003 1 3:52 - 8' - 2 a:22 30 5 1/a' 3 4' 4 a:52 30 5 1 2' 1/2' 5 4:52 - 8' _ 6 5:22 30 5 1/2' 1/2' ' .,igllllllllllllll� 11.0 ALASKA N'E'ATER &- W_ASTENVATER CONSULTANTS. INC......._ 7�oiTTt7Scn' �w�'JttTm • .rt. ai1j3Y'i , ix , . /�..� I.. ....... .... SOIL LOG — PERCOLATION TEST (/..,,:,,.(, , LEGAL DESCRIPTION: GRECIAN HILLS SUBONISION: LOTS 3 At 4. BLOCK 1 O p J •f y 'G�.. ss: _ eneT -a PERFORMED FOR: HEATHER PAHKALA DATE $/1/2003 ��i° OP............ ism^� DEPTH _— W (reel) y-=_ EST HOLE Ir� �� 1 ==_tea ORGANICS SOIL CLASSIFICATIONS cvWORv' I 1 3 >» ,,. ML civM ✓,. �:. CL14 4 i*itML V`) Gc �;I?�7ill) °i OBD $Ni ill I M'H I SM V : OH �I grSC c 7 J! c.. pl.ltl•ii I:; ::e• 8— n ,fTANK • Ip;cm R.:•I, t'�tli tt 11y'�I B.OJI. , 1 ,3 i ! I 15 16 —•� 1 17 15 PERCOLATION RATE 20 (MINANCH) PERC. HOLE DIA. 6 (INCHES) 19 i TEST R'JN EETWEEN 2.5 FT. AND 3.0 FT, 20 I A FOUR HOUR PRESOAK WAS PERFORMED: 0 YES ❑ NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: JOSEPH MARCHETTI COMMENTS; SEE ATTACHED SITE PLAN PERFORMED BY AKWWC. INC. 1. JEFFREY A GARNESS, CERTIFY THAT THIS W P FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE' 22 O DEP TO ra,z, mDL•�pT_a pAT� 7.5 8/1/2003 s.s a/s/2oo3 5.9 8/9/2003 i N • ' j C47E READING f > TiST TEST HOLE LOCATIONS ' ;ARE APPROXIMATE i I I } i N • ' j I — i 4:21 30 TMEt i -n.) A•71 I • — TH/i 5 ; } 4 1 2` z. ; I HOlDa7C I _ 6` — - i TC SITE PLAN � AARK�' 4 1 2` 1•�100� C47E READING CLOCK TIME NET TIME (MINUTES) MATER LEVEL READING NET DROP (INCHES) 8 5/2003 1 3:51 — 6• — 2 1 4:21 30 4 1/4' 1 3/4` A•71 — R"• — 4 4:51 30 4 1 2` 1 1 2` S 4:51 — 6` — - _... 6 5:21 30 4 1 2` 1 1 2' ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWE fUNICIPALJ,T1Y OF ANCHORAGE AND nY�LI /� 1 i�U 11-L THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this Day of U e ,thy of 20D' by and between 6J herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, the parties to this Memorandum of Understanding 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 1�1,t�ilztl)-tt located at c. �l�C� �.Y %C l /, , Anchorage, Alaska. 2. Definitions. A. Alterat Inclue incl �A d PC.__, Wastewater Dispu... .iesign or function of an AWWTS that aoval of any parts, components or pieces not ;truetion permit and design. Prior to s to an AWWTS the owner must obtain a `/stem Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65. B. Certificate of On -Site Systems Approval. 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 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. C. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. D. 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 AW WTS to continue to perform as designed. E. Permit (Construction) An On -Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating) An Advanced Wastewater Treatment System Operating Permit. An annual permit, issued by the Municipality, that allows the Owner to operate an AW WTS, upon meeting all the requirements of this agreement, the conditions of Operating Permit, the requirements of the On -Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65 3. Fee. Owner shall pay to Municipality an annual fee of ($.00), payable on or before the issuance of the operating permit and annually thereafter. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. 4. Term. The tern of this Memorandum of Understanding shall be for the life of the AW WTS. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of On -Site approval is issued to the new owner or transferee of the property. 5. Alterations, installation and Removal of Additional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of Understanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility of the Owner during the term of this Memorandum of Understanding, and any extensions or renewals thereof, at the ow'ner's sole expense, to pay for any and all: (1) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, Owner agrees to comply vill all applicable ordinance, laws, regulations, rules and orders for the AWWTS. B. Owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system pursuant to the terms and conditions contained in the Owner's AWWTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal of the permit. The schedule of maintenance and repair contained in the Owvner's AWWTS Operating Permit is: C. Owner acknowledges that theiine schedule for failing to maintain and repair an AWWTS are codified in AMC 14.60. D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. E. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On -Site Systems Approval. G. Owner agrees that the relevant provisions of the standard specification guidebook for AW WTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AW WTS. 7. T'omvaiver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way effect the validity of the Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties, with the same formality of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this contract, the only authorized representatives of the parties are: Owner: Anchorage: Purchasing Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of Understanding shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Memorandum of Understanding. 10. Severability. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. STATE OF ALASKA THIRD JUDICIAL DISTRICT MUNICIPALITY: By: Title: Date: ) ss. The foregoing instrument was acknowledged before me this / day of 20 0? by �w Le( , the MTYt (h� My Commission expires: