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HomeMy WebLinkAboutWOODBOURNE BLK 2 LT 2 Woodbourne Block 2 Lot 2 #015 - 351 - 22 At COSH need Electrical inspection Report for IR -1 - - iZ / Municipality of Anchorage Community Development Department Page 1 of 3 On-Site Water&Wastewater Program 4700 Elmore St •P.O. Box 196650 Anchorage,AK 99519-6650 •http://www.muni.org/onsite-(907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: SWO50050 PID Number: 015-351 -22 ® New ❑Upgrade NOme JASON GARCIA ABSORPTION FIELD Address: ❑ Deep Trench ® Shallow Trench 0 Bed D Mound 1 1841 WOODBOURNE DR., ANCHORAGE, AK 99508 D Other Phone: No. of Bedrooms: Soil Rating: Tota Depth from original grade: (907) 242-5443 4 *3.0 GPD/sa. rt. **5.0 rt. LEGAL DESCRIPTION Depth to pia invert from original grade: Grovel depth beneath pipe: SEE DWG. Ft. 0.50 rt. Subdivision: Block: Lot: Fib added above original grede: Growl length: WOODBOURNE 2 2 SEE DWG. rt. 40 Ft. Township: Range: Section: Growl width: Beds Number of lines:Distance between lines: 5 Ft. — — rt. SEPARATION DISTANCES obsorpl on Oreo: Number of trenches: Dist. between trenches: To Septic Absorption Lift Holding Public/Private From Took Field Station Tank Sewer Lines 200 SD. Fl. 1 N/A Ft. Well 100'+ 100'+ 100'+ - 25'+ TANK 0 Septic 0 S.T.E.P. ❑Holding D Other Mcnuloclurer: capacity: Surface Water 100'+ 100'+ 100'+ - GREER 1500 001. Material: Number of comportment. Lot Line 5'+ 10'+ 5'+ - N/A STEEL 2 Foundotion 5'+ 10'+ 5'+ - LIFT STATION Curtain Drain NONE KNOWN Monufocturer. capacity: GREER/QUANICS 1500 Ga. 'Pump on' level 01: Pump oil" level 01: High water alorm at: Remarks: 'THIS IS A QUANICS AEROCELL SYSTEM TIMER TIMER 44" "2.15 OF M.O.A. SAND FILTER ADDED TO TOTAL DEPTH. Pump Woke & Model: Eiectricol Inspections performed by: P-TE-30-PLUS PIPE MATERIAL House to tank D3034 Tank to SCH. 40 PVC droinfield Installer OWNER (JASON GARCIA) Droinfield D3034 CO/MT D3034 Inspector GEG, Ltd. BENCH MARK (Assumed elevation) 83.37 Ft. Inspection Location and Description: Dotes: 1st 10/21/05 2nd 10/22/05 3rd 10/22/05 4th 11/13/06 TOP OF S.T.E.P. TANK MANHOLE LID ENGINEER'S SEAL Community Development Department Approval Q4600.;1/4‘ AC . OF - ALgS00 Conditional approval: Date: •. 00 4' T ' , ‘ :�Oa .. 0, 0 /p • ,ef' : • Corn-ss•• 1 I! 0 CE-7• Dep �040 3 7 ii- �� Approve t�.� tr•• ( Date: b 2 - 1 7 �p�' '°rofessio,00 o4,- 4 C �DO000Q�� PERMIT NUMBER: AS BUILT DRAWING PARCEL ID NUMBER: SW050050 015-351 -22 Z ,/f \ '114111P-At A B C /FCO 1.8 35.6 — \• . ST1 27.6 52.5 — •. C ST2 31.9 59.5 — .'.N MH1 34.2 62.1 — NEW WELL ; CO1 115.7 84.2 _ 126.1 / MT1 116.7 85.2 126.7 MH2 116.5 85.9 130.8 • I MH3 116.4 86.3 132.1 �J`' `I , CO2 124.6 99.5 153.37 .1.-�, MT2 123.9 98.9 153.0 ''�{` C ' / JV 112.97 82.82 129.92 •°� •. ' / • \ HOOAI • // , . i \ NEW 1500 GALLON\` \ S.T.E.P. TANK \ ,rZY • _ B • • \ • ALTERNATE SITE 1 `` 1\ r,, r, \ INSULATED WITH 4 • // �° H y�? \ INCHES OF BLUEBOARD // ti'// \ INSULATION 4 FEET WIDE. R SMT?./ \ 0.,? THf3 ; PERMIT AS-BUILT DRAWING PARCEL0151351 NUMBER:22 FINAL GRADE = 86.04-86.66 TOP OF MANHOLE = 83.37 DANDY VALVE QUANICS AEROCELL 4" SAMPLE PORT 650 TREATMENT UNIT 4" CLEANOUT 4" SAMPLE PORT II, . , . . I�rriiiriii I ■ .. INSULATION- i 7/ NW TOP OF TANK . ,jam: AT INLET = 77.84 = II.10.10 • gm I�. .I■I.' t II ;, TO DRIANFIELD ' I TOP OF TANK INVERT OF BUNG AT OUTLET = 77.88 AT INLET - 77.26 NEW 1500 GALLON S.T.E.P. TANK 4 4C. 0 TH#4a FINAL GRADE = B103.62-104,75 ORIGINAL GRADE AT HIGHEST POINT - 98.81 FILTER FABRIC 41111111111 :•;•-•;e;° ;e; ;';•;•;•;�;•;; : I2.15' OF INVERT OF PIPE M.Q.A. = 96.46 TOP OF SAND APPROVED = 95.96 SAND FILTER I-- 5' —1\._ BOTTOM OF SYSTEM • 93.81 60RELATIVE ELEVATION OF BOTTOM OF TESTHOLE = 85.81 (WATER AT 87.81) 00�44.s..,‘ ,t ,'=r OF A 'N„ R.. a . I. .-.1--00 GARNESS ENGINEERING GROUP, Ltd. ,' . 4'; T ..;� 0a CONSULTANTS&GENERAL CONTRACTORS 3701 E. 10008 RdD.SURE 101 •A C1430AGE.AK 99507 • 144049E (907)337-6179• EA% 1907)339-3246 •WEBS11E: ....p°rrw..ngin..rinq.c.m 0 PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JASON GARCIA 229-8497 3 OF 3 0 13 •' of -y :. Go ess.: �D LEGAL DESCRIPTION: DRAWN BY: 011(4: CE-C• "�0 WOODBOURNE; LOT 2, BLOCK 2 J.L.M. "44 t,,,, - •-2. I. i ' cc TYPE OF WORK: DATE: Q1, D�0fessm 4 AS—BUILT FOR NEW SEPTIC SYSTEM 3/7/2012 00ss$s > GARNESS ENGINEERING GROUP, Ltd. omermiiror CONSULTANTS & GENERAL CONTRACTORS March 7, 2011 Municipality of Anchorage Development Service Department On-Site Water & Wastewater Program 4700 Elmore Rd. P.O. Box 196650, Anchorage, Ak 99519-6650 (907) 343-7904 Ref: As-built of Woodbourne Subdivision; Block 2, Lot 2 To whom it may concern: Upon review our records, we have not submit an as-built drawings for the referenced property. The system was installed in 2005, but the house was not constructed at that time. In October of 2009, the system was modified to meet Category III standards by adding a Jandy valve/recirculation basin. The house was still not complete in construction. In the winter of 2010-2011 , we performed a start-up of the system while the owner completed the house. We have left numerous phone message with the owner to obtain any missing information (electricians report, as-built survey, etc.). Attached is the inspection report and as-built drawings with the aforementioned information that still needs to be provided. We request that the as-built package be conditionally approved. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any questions, please contact us at 337-6179. Thank you for your assistance. incerel , (.8 r,1 f - !I arness, P.E., M.S. Pre:ii:f-nt `�, 1 3701 E. Tudor Road,Suite 101 * Anchorage,AK 99507-1259 Ph: (907)337-6179 *Fax: (907)338-3246 * Website: www.gamessengineering.com • 4,,,,,,,,____,...„..` -""� Municipality of Anchorage cs'A i ,�1 ` Community Development Department - Development Services Division 4 I P.O. Box 196650 - Anchorage,Alaska 99519-6650- 4700 Elmore Road�j Info and Help: (907)343-8211 INSPECTION: Voice: (907)343-8300 Fax(907)249-7777 7 Inspection Report - ElecRgh APPLICATION NO. E05 1136 lSubperm�t of Master Permit: 05 1136 Permit Type: Electrical New Notes:) rt ed an ok to insulate. please call 30 min. before inspection. Jason ©229-8497 thank Schedule Date:08/12/2011 yo \Requested by: Jason Garcia 229-8497 lynda.hutchins@acsalaska.net Preference:AM \- Inspection#: 142837 Address of Project: 11841 WOODBOURNE DR Parcel: 01535122000 / \. Legal: ,WOODBOURNE BLK 2 LT 2 G:2741 Description of Work:- Work-Descr:3344-sq-ft-living-1037 sq ft unfinished basement 11254 sq ft garage, Remarks: pjb Contacts ';: Owner i 3 9072298497 JASON GARCIA 1261 ANNAPOI*DR Contract dr O OWNER 4700 S BRAGAW Other 9075633371 DAVID SEYMOUR 3820 LAKE OTIS PARKWAY Contract r i (907)345-8238 OWNER 4700 S BRAGAW i p; r •, Contractor 9070345823 OWNER 4700 S BRAGAW '.I) `�•� ________________7_ �"`_ , �_+ •, Other � 9075633371 DAVID SEYMOOR 3820 LAKE OTIS PKWY ` /� 111'.'` i)=� Owner HUTCHINS LYNDA ANNE REV TRUST HUT6 11N 1 YNDQANNETL.RIJSTEE Inspector Comments: x-;-Fist 0i . t )41. --.`. tr.. �L---� — -1.--1E5-:77 �` Awl..., I ,- -i e5k i.-_ -_-__ -.-0 K zN.c_ E_. (:4-0-1 Nt l.-AA-2(`-)L')C'R" i /L i Cy-M1 . ----ter`' (f 3'1 (-U t- ' n id-- `; iLL {,A).&LL KOL)&t-1- t '..-' • � � t to !`1 z' I S t- :--7- td RRQ U t ('.E S ( 'O - 7,2. .g, \/t C 6- 1-2-ra C- (AJas t�+a FJ f) f c.4.45,./1_, 1 U F S)�` I r�jltl - Inspector. + If i-`�r/r4_ / �Cr'47k-I Date: i= " i� - o// 1 <4 W E-f=4 i— L) I o in --'4%tiq,,,,, - - — SANCTUARY DRIVE O M N21'57'30"W 93.26' • PAVED D/W S). W 0 •. LOT 6 ry" 8 B LK 3 � ti QRF O c.) T444 f-16 24.3' • 4' soe• ''' •SEPTIC ' O ' MH 0 �bir u7 ev s4 0' oFo In prk�—x LF'-�- w E—' a I 12 4' '7a� N(� O O x SC PICy '°a ° o0 ry 'iZ rn in [V w P' itk 00 -:j o�ck `k1 c0 ti Z'- > * o. 40 x In x c I x < I I7.7' x ` SEPTIC • • x VENT i L./ ;D w I L x—x— x K-3t—=x�t�� x " 5' UTILITY ESMT N21'57'30"W 93.26' ANCHORAGE RECORDING DISTRICT,ALASKA AS-BUILT OF: I MEADOW BROOK SUBDIVISION LOT 6 BLOCK 3 PLAT 72-243 1,„,`_` SURVEY CERTIFICATE:I,John L.Schuller,Have conducted a i ..F � 4.,../"% tiO LAND D S .'? physical survey of this property as shown on this drawing and that the / `�. s),-I y�0 ..9,:-.4,1- 4,;‘,- improvements situated hereon are within the property lines and no �00,k V:• t �I ....j144:,, 4�,�� enchroachments exist other than noted.Under no circumstance should / G?.' 49Th /. �y + y r 0 any information on this drawing be used for construction of fences, # '� . it . ti structures,improvements,or for establishing boundary lines. , 17 rj x r' I:` G / *' n EXCLUSION NOTES:It is the owners responsibility to determine i l3 . . I % HN L. SCHULLER: o/ ' 1 the existence of any easements,covenants,or restrictions which ,Q -1, Vali ' LS-10408 't••.—.... do not appear on the recorded subdivision plat. li r WORK cRotx Nutret=L �� "1"= • E-MAIL el 7 i ,§Air 1831 Talktna Street JULY 15, 2017 1"=30' tcs, p ,,S.. a Anchorage, Alaska 99508 1 7-026 ""rt CHEMED We ORD MAIM aOOVIA40 ,' �o"essionol L� (907) 227-1455 office ,ILS NW0153 170130 `\lk��621� (907) 274-4992 fax ALPINE DRILLING & ENTERPRISES Permit Number: #SW050050 Date of Issue: 348-05 Parcel Identification Number: 015-351-22 Date Started: 3-19-05 Date Completed- 3-19-05 Is well located at approved permit location? ® Yes ❑ No Legal Description: Wooume Blk 2 Lt 2 Property Owner Name & Address: Lyrrda Anne Hutchins Revocable Trust 1261 Annapolis Drive 508 Borehole Data: Soil Type, Thickness & Water Strata Anchors e, Alaska Depth (ft) From To 99 Method of Drilling ® air rotary ❑ cable tool Casing type: steel Stick-up organics silt gravelly silt 0 2 3 5 2 3 5 97 Wall Thickness: .250 inches Diameter: 6 inches Depth: 100 feet Liner Type: . Diameter: inches Depth: feet Casing stickup above ground: 2 feet silty H2O 96 97 Static water level (from ground level): 46 feet weathered bedrock 97 104 Pumping level: 100 feet after 2 hours pumping 10 gpm Recovery Rate 10 gpm Method of Testing: airlift Well Intake Opening Type: ® Open End ❑ Open Hole ❑ Screened Startfeet Stopped feet ❑ Perforations Start feet Stopped feet Grout Type: hentr,nire granules Volume: I Depth: Start0 feet Stopped? feet Pump: Intake Depth feet I Pump size hp Brand Name Well Disinfected Upon Completion? ® Yes ❑ No Method of Disinfection: chlorine tablets Comments: Well Driller. Alpine Drilling & Enterprises p0 Box 110496 Anchorage Alaska 99511 Attew: rc The tee!! ch­;".shsl! p �^ a tt'e!! !cg to the r"Mv ^} ctt'ae: lvithit 30 da} s of ca^ p!ct o.^. and t! e p rr�^} ..,.,, MAR -18-2008 06:02A FROM: TO:3437997 P.2 Ib"* v 80%laa ba""t t mft Ad"y aNYMn Oaf MMv i WOMMIAM hwV" �' X700 tNMr 8frtsf u V � P.O. Wt t,Daddo ! `S"504M lizFa-wo —TId *kfwa*o SMAKCAMbAlft N�.� VOW (MIWVW Pump Ipatellatio,�! Log 'o( O(r' Y-9 /3-77 i 7 Date ai lures WsA DN!lLLg hrtait Number....•- �--- Pang ,tsc»al,ddattHlttOatt..__:._. 615- p51-00 tttt"i iat r,vpargOwerNa. 41I I r to 0 D-11 JaSo v� rttLat>a tataw D.Pt1 sats. �+.P ar cwa oatt.tt �� e.t r.,nPu,a»tttt>.�rta�a G r�� w d :�0 5 Prw.r tta. •7 _5 sP rhkw Aa;aPwIUw Dq►L hat rtamAfapwI&UsntYdww,'INIMT fa�T 6{ Il Piden AaapW Intaf)vt Aa ro t.J &m ) 11 Wan Dldehew I a Cal-wetisaT "Yea 0 N► Mathodef � Peci�rr- Catttasatrt CALL FOR sERVICE —ConlaNWaMrSysllmSerdu— ARROW PUMP & WEII SIRVICEt LLC BRIAN WILL,E �...�. ANCHORAGE EAGLE RIVER pM U60.355 (07) 522 -MM c Attatdatt ra FM Mdiw sW pwA& I PM ladlWas last*= wWSM"MafP=Vi"Wktla► MUNICIPALITY OF ANCHORAGE Development Services Department Onsite Water 6 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Renewal Permit Number: SWO60033 Date Issued: Mar 10, 2006 Expiration Date: Mar 10, 2007 Parcel ID: 015-351-22 Legal Description: WOODBOURNE SUBDIVISION BLOCK 2 LOT 2 Design Engineer: 0855 Garness Engineering Group, LTD Site Address: 11841 WOODBOURNE DRIVE Owner Name: LINDA HUTCHINS Lot Size: 100000 SO. FT. Owner Address: 11841 WOODBOURNE DRIVE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. A 99516 - This permit is for the construction of. ❑✓ Disposal Field R] 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 dosed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By. 3 Date: % 6 Issued By: (7 Ji✓ Date: o MUNICIPALITY OF ANCHORAGE • Development Services Department On -Site Water 8 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 inial "C'aacvN' Date Issued: Mar 18, 2005 Expiration Date: Mar 18, 2006 Permit Number: SWO50050 Parcel ID: 015-351-22 Legal Description: jWO0DB6URNE SUBDIVISION `BLOCK 2'LOT 2' Design Engineer: 0855 Gamess Engineering Group, LTD Site Address: 11841 WOODBOURNE DRIVE Owner Name: JASON GARCIA L- y %1'1. H �` r 1. y Lot Size: 100900 SO. FT. Owner Address: 11841 WOODBOURNE DRIVE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. A 99516 - This permit is for the construction of: 0 Disposal Field 0 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 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. Date: 3 '0 S Issued By. , 0' " lam/ • Date: 3 %'R - 0-5— \ Municipality of Anchorage 1 Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING ZD Parcel I.D. O 1. 3 / z 02' Permit Number SW 0-500 Ob�a Property owner(s) t__/0D(4 [4 ul"Cli i (t) S Day phone qb 56 Mailing address address 1261 A N n) R L l.(S W -I J E Zip Code 5 Og Site address_ 1 � (4.1 O0o7J;0LtAfJ9 _DfZW6 Zip Code �9s) Legal description (Lot, Block & Sub'd.) W DOD nip U 9 NC S U G . 6..0 (* 2 L0i 2. Legal description (Section, Township & Range) Lot Size 100 1 000 Acres/Sq.Ft. THIS APPLICATION IS FOR: Number of Bedrooms 4 Sewer Only ❑ 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. (Signature of property owner or authorized agent) Permit/Rush Fees: Waiver Fees: Date of Payment: /3 — l S ' O S Date of Payment: Receipt Number: / B 0 Receipt Number: (Rev. OWN) 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 Date Issued: Feb 09, 2004 Expiration Date: Feb 08, 2005 Permit Number: SW040014 Parcel ID: 015-351-22 Legal Description:OWOODBOURNE SUBDIVISION :BLOCK 2'LOT 2' Design Engineer: 0041 AK Water & Wastewater Consultan+ Site Address: 11841 WOODBOURNE DRIVE Owner Name: JASON GARCIA Lot Size: 100900 SO. FT. Owner Address: 11841 WOODBOURNE DRIVE Total Bedrooms: 4 Permit Bedrooms: 4 ANCHORAGE. A 99516 - This permit is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy 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 closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By. Issued By. Date: / O AF"/t/ /Z- Date: 2 0 Municipality of Anchorage x , 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.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. y/��J "' 351 — Z 2 Permit Number 5LV01DD 1A Property owner(s) JASON GARCIA Day phone 229-8497 Mailing address (1) AFM 21FOU6111011111111 5irp– Zip Code 99508 Legal description (Lot, Block & Sub'd.) Legal description (Section, Township & Range) N/A Lot Size 1004700 —Acre Number of Bedrooms 4 THIS APPLICATION IS FOR: 13Sewer Only 1:1Well Only ❑ Sewer and Well 0 Water Storage Sewer Upgrade ❑ THIS PROPERTY CONTAINS: ❑ Hot Tub 13Jacuzzi ❑ 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. ALASKA WATER & WASTEWATER CONSULTANTS INC. Permit Fees: t-� �57.ice Ao Date of Payment: Receipt Number: 2 Waiver Fees - Date of Payment: Receipt Number: ALASKA WATER F� WA5 i._k!WPv1 r,1< ..,,„,.„,,...."..,."",.....,.�.....-•,n.M.,.. CONSULTANTS, INC.^^.,'a"'""'"'"`""""""""`""'"'"'"'""'".` December 29, 2003 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Ref: Proposed Well and Septic System for Lot 2, Block 2; Woodboume Subdivision ADVANTEX"' TREATMENT SYSTEM To whom it may concern: 1. GENERAL: The proposed 4 bedroom home will be served by a private well and septic system. Several test holes were excavated on the property. We are proposing to design the septic system around the 30 foot radii of our test hole #4. Due to the limited area available, we are proposing to use an Advantex treatment system and a 5 -wide trench type drainfield. The well is to be located in the area shown on the site plan and design drawing. 2. SOILS: See the attached log, which shows the soil classifications, groundwater monitoring, and the percolation test results. 3. DRAINFIELD APPLICATION RATE: The intent is to install an Advantex Treatment System that will allow the use of a small drainfield in the area around the 30 foot radii of the test holes. The Advantex system has received class III approval and we are going to assume an application rate of 3.0 GPD/FT'. 4, TRENCH DESIGN: a. Percolation Rate: 24 minuteslinch b. Allowable Application Rate: 4.0 gallons/day 2 c. Proposed Application Rate: 3.0 gallons/day/ft d. Number of Bedrooms: 4 e. Design Flow: 600 gallons per day f. Minimum Absorption Area: 200 ft2 g. Total Depth: 5.0 feet (max.) It. Sand Filter: 2+ feet i. Effective Depth: 0.5 feet j. Width: 5 feet 3701 E. Tudor Road, Suite 101 r Anchorage, AK 99507 Ph: (907)337.6179 0 Fax: (907)338-3246' Website: www.akwwc.com k. Minimum Length: 40 feet long 1. Effective absorption area: 200112 5.ORENCO PACKAGE SYSTEM: The STEP tank with the Advantex Treatment System will be manufactured by Anchorage Tank & Welding to meet the latest design criteria established by Orenco Systems, Inc. The point of contact at Anchorage Tank is Lowell McNutt. As with their standard STEP tank, it is equipped with a high water alarm per M.O.A requirements. 6. SURFACE NYATER: There is a curtain drain running along the south and east lot lines. There are also several small streams on the property. The septic system is to be installed 100+ feet from all surface water. 7. TOPOGRAPHY: As shown on the attached topography site plan the average topography in the area of the proposed drainfield is a 10-20 percent slope running approximately southeast to northwest. In short, there are no slope concerns. 8. CLOSING: I am open to any suggestions from your department that would be an improvement to the proposed system. I am unaware of any negative impacts that this installation would impose on adjacent wells, or septic systems. If you have any questions, please call us at E., M.S. NOTE: Attached is a site plan drawing, a design drmving, an Advantex detail, a trench detail, three soil logs, 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 • Far: (907)338-3246' Website: www.akwwc.com LOT 8, BLOCK 1: WOODBOURNE S/D 'ACANTT ADDITIONAL (EXCAVATED PROPOSED SEPTIC SYSTEM (SEE DESIGN PACE 2 OF t) \ LOT 1, BLOCK 2: \\ WOODBOURNE S/D `-VACANT LOT 7, BLOCK 1; WOODBOURNE S/D 'ACANTT WOODBURNE DRIVE__ CREEK /� `\\ PROPOSED / ♦ BEDROOM 1 I \1 HOUSE �ELC' CURTAIN DRAIN 1 I \ a& \ 4TH/5 Zr \ ,reF,J CURTAIN DRAIN L7 THIP � 1 I / / I I moi/ I 1 i ' LOT 3. BLOCK 2; I E SRE ALTERRAT------------------ WOODBOURNE S/D I rVACANT� I TH/4 1 I' 1 I i I I I I I TRACT A; ANCHORVIEW S/D LOT 4; GINAMI HILLS S/D I I GCANT I ALASIU «'A'I'I:R S: «'t1S1'I;«'A'1'I;R SCALE: c.J.c. CONSULTANTS, INC. _ in c 100 1C F Ti MR CSn'. 5],rR U. ntil,-rsn';c n< on90r P,?vf fJ^i'-51)-niu FAX (OOT.I.P-1N.n REPARED FOR PHONE NUMBER: PAGE NUMBER: JASON GARCIA 229-8497 1 OF 4 :CAL DESCRIPTION: WOODBOURNE SUBDIVISION; LOT 2, BLOCK 2, (PE e e A. rness., —7953 o: OF WORK: SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM LOCATIONS I I I I I 1 1 I I I I 1 1\ CREEK \ (APPROX. LOCATION)N. PROPOSED 1500 GALLON ADVANTEX TREATMENT SYSTEM w/ PUMP VAULT CREEK / CULVERT I PROPOSED WELL INSTALL UNE UNDER DRIVEWAY TO BE INSULATED WITH 4 INCHES OF BLUEBOARD INSULATION 4 FEET WIDE. PROPOSED DRAINFIELD. EXCAVATE A TRENCH THAT IS S FEET DEEP MAXIMUM BY S FEET WIDE BY 40 FEET LONG. ADD 2+ FEET OF L1.0A. APPROVED SAND FILTER THEN 0.5 V L� 1 / 1 � rTERNATE SITE 1 I 1 1 1 1 TT+3 IcuRTaN DRAIN 1 1 FEET OF CLEAN. WASHED SEWER 1 DRAINROCK. THE DISTRIBUTION LINE ' IS TO BE 1.25 INCH PVC w/ 1 INCH HOLES SPACED 18 INCHES ON 1 CENTER (30 HOBS TOTAL) i �._______—__ A 12/22/2003 r i IC /L , DRAWN C•J.G. AIANN SIU & WAST ENVATRR SCALE: CONSULTANTS, INC. 1" = 50' %�' • .. .., 1701 F TIM00 FOA0 MIITF 101 ANrNMAOF. AK 0050]' FNONF (907)11LA90 FA%(0O111N-SJLA PREPARED FOR: PHONE NUMBER: PAGE NUMBER: ....... JASON GARCIA (907) 229-8497 2 OF 4 Q Je fry Gam ss: LEGAL DESCRIPTION: Qa 79 e G F WOODBOURNE SUBDIVISON: LOT 2, BLOCK 2, �0pp4e�Pf......... G TYPE OF WORK: DESIGN DRAWING FOR PROPOSED WELL AND SEPTIC SYSTEM LOCATION �DO0000�� NOTE: JIM CROSS, P.E HAS THE ADVANTEX MANUAL zW=ztM__R'N • NOTE: THE BOARD INSULATION TO BE INSTALLED OVER THE SEPTIC TANK k 4' BEYOND ON ALL SIDES EXCEPT UNDER THE ADVANTEX FILTER. THIS WILL ALLOW FOR HEAT TO ESCAPE FROM TANK k RISE TO THE FILTER ABOVE R. 0' JIM CAP FINAL GRADE—•, (7193) AdvanTex' Treatment System AX20 -Mode to, 40x94Pod nnurt UFT STATION TO PROPOSED DRAINFIELD ]0 INCH B•� (7YP3 CLUED TO Ic.i IIi III III' ETANK INLET ORENCO BIOTUB ___r_-__��___--__ SCREENED OPTIONAL VAULT SLIDE SECTION •• OF B' RPE ••�•••�•••�• ••• ORENCO OVER THIS 4 BEDROOM EFFLUENT TONPPROVIDE SHEER PROTECTION— FIBERGLASS TANK PUMP EXTEND TO BRIDGE EXUVAn=MN DATE: oo�� 12/22/2003 DRAWN BY: v�\• '•.;540 C.J.G. T ALASKA «'A I'ER & WASTEWATER SCAM --- -..- CONSULTANTS, INC.--- N.T.S. ... ..... .... ...........D .570, F T:f Ga FGA C.aTF iC AN:•.f �A'•F. AM1 OJ501 PwCFF (D�n3Ad10 • Fec (0011338-386 O MUMS PACE NUMBER: PHONE NER: PREPARED FOR: "" JASON GARCIA (907) 229-8497 1 3 OF 4 Je f e G rness: 0 3 •0 LEGAL DESCRIPTION: WOODBOURNE SUBDIVISION; LOT 2, BLOCK 2, Q�°�° """• \�o" TYPE OF WORK: �04OOo�o DETAIL DRAWING OF ADVANTEX TREATMENT UNIT THE DISTRIBUTION LINE IS TO BE 1.25 INCH PVC WITH I INCH INCHES ON CENTER (30 HOLESPACED TOTAL)B ---------------------------------- � r -oma 1 x --------------- -- IT -------------------- ------ --�0' r Lo FINN. GRADE INSULATION FILTER FABRIC ORIGINAL GRADE MT 0.5' OF EFFECTIVE DA -7 Z:. :. 2'+ OF M.OA APPROVED SAND Fl 1 —THE DISTRIBUTION UNE IS TO BE 1.25 INCHINCHES ON CE ER (0NCH 0LES SPACED B HOLES TOTAL) p DRAWNBY: i`�• '... _ _ .SN UO{ ALASKA «TATE1I C.J.G. o5 -- CONSULTANTS, INC. N.T.S. ,.. .. 901 F TUDOR RAPD S111TF 101 • ANCHORACF. AK 00507 • P ONF (001)11LM70 • FAX (00)15%4-57(.A PHONE NUMBER: PACE NUMBER: ... / .... .... ... 'REPARED FOR: JASON GARCIA (907) 229-8497 4 OF 4 �Q •. f fl Gor ess: 7953 .,. FFG £GAL DESCRIPTION: WOODBOURNE SUBDIVISION; LOT 2, BLOCK 2,• 4 �edPro/eeslo�9o0 ��O0000� ....•••''��� WE OF WORK: DETAIL DRAWING OF PROPOSED DRAINFIELD ALASKA NNTATER &NNASTENAIATER LEGAL DESCRIPTION: LOT 2, BLOCK 2 WOODSOURNE PERFORMED FOR: DR. WOODY DATE: 6/14/01 DE ((i e1 ITEST HOLE 3 1 ORG 7• 8• 9• 10� 11 12 13 14 15 16 17 CW/SW WITH ML LENSES ML • ••• •►b NET TIME (MINUTES) WAREADINGER VEL T DROP (E CHES) •. 4:07 — �1�111�111 — 2 4:37 30 5.25" KAMPP. 3 4:38 • 6" — IIIIIIIII 5:08 RAM - WON,OHIO 5 5:08 6" — 6 5:38 30 DATE smn o 3- k r 1 6-14-01 DATE READING CLOCK NET TIME (MINUTES) WAREADINGER VEL T DROP (E CHES) 4/25/00 1 4:07 — 6" — 2 4:37 30 5.25" •75 3 4:38 — 6" — 4 5:08 30 5" 1 5 5:08 6" — 6 5:38 30 5" 1 19� PERCOLATION RATE 30 (MIN./INCH) PERC. HOLE DIA. 6" (INCHES) TEST RUN BETWEEN 3.0 FT. AND 4.0 FT. 20 COMMENTS: TEST HOLE WAS PRESOAKED FOR 4 HOURS PERFORMED BY ALASKA WATER do WASTEWATER I, JEFFREY A. GARNESS, CERTIFY THAT THIS IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 6 �y ALASKA NIVATKR & WASTKNVATER it CONSULTANTS. INC. ..... .. .......... SOIL LOG — PERCOLATION TESTJ . 1--f-T LEGAL DESCRIPTION• WOODBOURNE SUBDMSION; LOT 2, BLOCK 2. 7953PERFORMED FOR: JASON caacu DATE: 12/10/2003 0�c400� (feet) _ -_ ��DOOODo��oo TEST HOLE 4 t ORGANIC/FILL SOIL CLASSIFICATIONS 2- 3 4 5 6 7 NI'3""I= 9• 10 11' 12 13 14 15 16 17 18 DEPTH TO DATE GROUNDWATER DRY 12/10/03 11' 12/17/03 DRAIN GW = —= ORG •:::=.: GP i ML 6" GM ;LES CL 30 GCOL jERS)TMJ4+TH/DRAIN 3 °O SW 6" - MH " �'• : • SP 4 3/4" CH } SM - OH 1 6 6:36 30 4 3/4" SC DEPTH TO DATE GROUNDWATER DRY 12/10/03 11' 12/17/03 DRAIN CLOCK TIME NET TIME (MINUTES) s� 0iO 12/11 2003 1 5:06 - 6" - ;LES 5:36 30 4 1/2* jERS)TMJ4+TH/DRAIN 3 5:36 ECURTAIN 6" - 4 6:06 30 4 3/4" 1 1/4" 5 6:06 - 6" - 6 6:36 30 4 3/4" 1 1/4" DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 12/11 2003 1 5:06 - 6" - 2 5:36 30 4 1/2* 1 1 2- 3 5:36 - 6" - 4 6:06 30 4 3/4" 1 1/4" 5 6:06 - 6" - 6 6:36 30 4 3/4" 1 1/4" PERCOLATION RATE 24 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 4.0 FT. AND 4.5 T. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: CALEB CALL PERCOLATION TEST PERFORMED BY: NICK HEITSTUMEN COMMENTS: PERFORMED BY AKWWC. INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W P FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 1 L 11 *342 ALASIZA WATERCONSULT& WASTENA'ATER SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: WOODBOURNE SUBDIVISION: LOT 2, BLOCK 2, PERFORMED FOR: JASON GARCIA DATE: 12/10/2003 DEPTH ---- (leet) ORGANICS/FILL TEST HOLE 5 1 f=rrrrn�i 7 DATE DRY 12/10/03 SON CLASSIFICATIONS 8- 12/11 Z03 2 t — 91 — ? 'o; GW TH#3+ i 10- ORG 0 CURTAIN GRAIN 11 !i.r i•_ GP 12/12/R3 1 I I I I ML 3 6• 6' — 0 13- .MIIWlGM CL 14- 14151617 15- 1, GC 16- I ' i ; OL 4 18 e.,.,^� -1 SW 19 MH •• ••,' SP CH 5 SM : OH SC 6 7 DATE DRY 12/10/03 ML 8- 12/11 Z03 1 t — 91 — TH#4+ 2 TH#3+ i 10- KIEDICAVAT,ED i 0 CURTAIN GRAIN 11 12/12/R3 1 12- 213 2:00 2:30 — 30 6• 6' — 0 13- 14- 14151617 15- 16- 17] 18 19 DEPTH TO GROUNDWATER DATE DRY 12/10/03 5.0' 12/17/03 12/11 Z03 1 t — SITE PLAN CURTAIN DRAIN 1".100, READING CLOCK TIME NET TIME (MINUTES) TH/5+ ; NET DROP (INCHES) 12/11 Z03 1 t — ADDITIONAL TEST HOLES ? W OTHERS) _ SJ — TH#4+ 2 TH#3+ i 30 KIEDICAVAT,ED i 0 CURTAIN GRAIN DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 12/11 Z03 1 5:09 — 7• — I 2 5:39 30 7' 0 12/12/R3 1 1 2 2:00 2:30 — 30 6• 6' — 0 PERCOLATION RATE •120+ (MIN./INCH) PERC. HOLE DIA. 6 (INCHtW TEST RUN BETWEEN 4.0/1.5 T. AND 4.5/2.0 T. 20 1 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: CALEB CALL PERCOLATION TEST PERFORMED BY: NICK HEITSTUMEN COMMENTS: 'AREA AROUND THIS TEST HOLE IS UNSUITABLE FOR A ON—SITE SEPTIC SYSTEM. PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS AS PSE WORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: LAT 7, BLOCK A: WOODBOURNE /Q / ACANT LOTq BLOCK 1: W BOt� jE5 / W00 BUR E DR - l7 ll CREEK ADDITIO TEST H (IXCAV TED BY OTHERS) f/ CURTAIN D 'CREEK ( I APPRO7C.� / I LOCATION) / I/n' LAT 3..BCOCK 2/ W DBOURNE /D / J / THO TiH 3� � l\ �r DB��-S/D \CURTAIN D A --,- /TRACT A; ( LOT 4; I HILLS S/D _ I HT1 /172003 D WN J. -- % nrr..o:A-e n< J..OL '/�V f0'41}51.o?C • nl f0d)1.glp4n / /40 .:.'L... •. ! 0 PREPARED fFOR / / / / HONE NUMBER: P E NUMBER: 0 JASON GARCI 229-8497 �1 OF /4 / Q.. f N. ar ess.• 0/ LEGAL DESCRIPTION: / � % I / / / g4 C 7953% .•'`F`�O WOODSOU,RNE'SUaDIVISION;/LOT/2, BLOCK' �o TYP 'OF WORKK,,s / � ey Ole slO�op�' SITE PLAN FO PR,OPO,SED WELL AND/SEPy C 5Y5 EM�QCAT%NS ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MCIPALITY OF ANCHORAGE AND A-ee)V (9-A THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this 9 day of��0� by and between ��V `\SLI ti , 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 AhojLrD4located at We)odA0ejRyf_ 5,1706 . 47 a8�V(-Ka Anchorage, Alaska. 2. Definitions. A. Alteration. Any change to the design or function of an AWWTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Prior to performing any alterations to an AWWTS the owner must obtain a Wastewater Disposal System 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 Page 1 of 5 , 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 AWWTS 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 AWWTS, upon meeting all requirements of this agreement, the conditions of the 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 ($_,f::L-'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. Page 2 of 5 4. Term. The term of this Memorandum of Understanding shall be for the life of the AWWTS. 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 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. Further, owner agrees to comply with all applicable ordinances, 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 Owner's AWWTS Operating Permit is: A i u("1 Page 3 of 5 C. Owner acknowledges that the fine 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 systems. 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 AWWTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AWWTS. 7. Nonwaiver. The failure of either party at any time to enforce a provision of this Memorandum of Understanding shall in no constitute a waiver of the provisions, nor in any way affect the validity of this 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 as this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. Page 4 of 5 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: r 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. lo. 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. OWNER: By: Dater MUNICIPALITY• By:9*V Title: Clv L G Date:2 9 04 STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this day of � 200`tlyby 41n � c; ,the �� ►.0 2 of ( v r -ti- on behalf of (t mI qO. Anchorage. oTAR): PUgttG • OTARY PUBLIC FO ALASKA NN -N Page 5 of 5 My Commission expires: (' `f' J Richard\ASSIGNMETfMAACode Addendum AMC 15.65 [NOO-0257IWctnomnudm of Understanding Version Vl.doe Page 6 of 5 F Gulf Coast Construction. LLC, 1261 Annapolis Dr. Anchorage AK. 9951W Tel. (907)229-&497 Fai. (907) 278-1902 Business License # 285744 MOA Contractor's License # 2235 General Contractor's License # 28239 Residential Endorsement # 1347 RE: On -Site Wastewater Disposal System / Water Supply Permit # SWO50050 Sir, I would like to request permission to install this septic system as the property owner. I am a licensed General Contractor and own an excavator. I have in excess of 5000 hours operator experience. Installation would be performed in close communication with Gamess Engineering, who will be performing the inspections and final as -built for the MOA. Si erely, LMt/� J ] n Garcia, Manager