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Home My WebLink AboutSTORCK #3 BLK 1 LT 3torck #3 Block 1 Lot 3 #017-091-86 C?Fv1'S� ' Municipality of Anchorage Development Services Department •!" •." Building Safety Division y€ E On-Site Water & Wastewater Program, 4700 Bragaw St. ' P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 page 1 of 3 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW060005 PID Number: 017-091-86 Nome: JEFF SEVER Wastewater System: ■ New ❑ Upgrade Address: 3737 COVENTRY DRIVE a ANCHORAGE, AK 99507 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 317-1620 5 ClDsep Trench OShollow Trench 80ed ClMound 00ther LEGAL DESCRIPTION �" Oka": 1.0 Taa wph SEE DWG cn"s, n FL Block: Lot: Subdivision: 1 �3 +�es+�-6(asiork D.plh to yip. bottom Item orlg Itekr t pose:owl Gdepth bwwoth pip. : 3 SEE DWG. FL 0.5+ FL Township: — Range: — Section: — rA add.d avow arkaa pros.: GwN wgth: SEE DWG. rL 50 rL WELL' • ❑ New ❑ Upgrade Go"M .idlh: 15 Nu nMr of en.w Os ane. W. lass: Claadcob.n Priwl., Ae.0 : TOW Dwau c.ssd To: PRIVATE 376 3rL rL Told obson, a arta: 3 5 FL Pip. nun.": n 12/25/06 750 so. rL D 3034/ F-810/SCH 40 DM. ALPINE DRILLING & ENT. Da. Dryad: static wdw Lase: 21 awtan.r: GEG, Ltd. Dots k 1*d: 1/17-19/2006 P. Ywa: 3.0 vamp 5.1 AL 352 Cos q N.Ight Abw. Grwrw: 1.5 TANK Gp it FL SEPARATION DISTANCES aseptic 0Holding ■S.T.E.P. ■Other's To From Septic Tank Absorption Field Lift Station Holding Tank ubra/Prwow s...r un.• u `W ct1O'r' GREER/QUANICS c*p ity b poibns: 2000 Well 100'+ 100'+ — — 25'+ wt"la STEEL µenbw w a Pwtnwnls: 2 Surface water 100'+ 100'+ — — — LIFT STATION lot Line 5'+ 10'+ — — — 9t. ti ,agora: Monaaar.w: 2000 GREER QUANICS Foundation 5'+ 10'+ — _ _ p an ls"M a: amp all W W. Nigh raw alarm al: TIMER TIMER 46" Curtain Drain NONE KNOWN MOS' Yv°'l E. tdca tn.pwwns Wormed by, /20 OSI 05 HHF M.O.A. Remarks: eAEROCELL TREATMENT UNIT BENCH MARK L«otion and Drcrpaan: BOTTOM OF TANK Mwen.d [Mwlion: 87.95 F, /� GEV Inspections performed by: r Ltd. Dates: 1st 1/17/2006 ENGINEER'S SEAL 0000 2nd 1/18/2006 0� OF s 3rd 1/19/2006 Development Services Department Approval Conditional approval: Date: �••• .. ..................p of A. C rness: C 3 4p� O Reviewed and approved by: Date: 7"4 (R.". 4/03) 0°r040° P 2t� \Vo' rofession d0 �404000� PERMIT NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: SW06OOO5 017-091-86 G74irm i i APPROXIMATE TO STAKEDNHOUSIE LOCATION. / ACCURATE TEST HOLE LOCATION ARE AS SHOWN. ALTERNATE A B C ST1 47.88 34.20 56.66 ST2 46.84 43.47 68.97 MH 45.92 43.66 69.62 MT1 48.61 53.60 81.13 CO1 49.76 57.39 85.45 CO2 52.94 162.34 190.67 CO3 53.76 1 63.92 192.29 MT2 54.77T63-2-3-[ 90.99 POD1 44.97 154.47 183.40 PGD2 42.46 54.15 83.76 JV 37.18 53.33 84.25 MT3 39.06 71.81 104.08 C04 38.94 72.06 104.32 C05 33.62 67.28 99.45 C06 28.28 62.39 194.46 MT4 28.17 62.56 194.59 G74irm i i APPROXIMATE TO STAKEDNHOUSIE LOCATION. / ACCURATE TEST HOLE LOCATION ARE AS SHOWN. ALTERNATE / SITE NEW DRAINFIELD�\\ . .... ............. Gorness•: E -79s3 Fo 1 �• F 4 0021 1 1 MA �JT4 L- -.J _� TH/2� MTI MH AEROCELL I I ST2 TREATMENT UNIT R NEW 2000 GALL OH /�� EXISTING _--_ _`\`� '•�'�. S.T.E.P. TANK S BEDROOM '•:" HOUSE / C IUT FOR •..: ••s . ..: GARAGE :t'.:,:�.:y• .. 1 1 i Tv,DIUS ,00• wEu 1 OP GREEK 0 GARNESS ENGINEERING GROUP, Ltd --^ - - CONSULTANTS 3 GENERAL CONTRACTORS I L TOM ft D P lel • ANDOWL Ar KW) . F (W?W7) 1>9 • rY (W?).0 ". W0 .....,......a...wy,.,, PREPARED FOR: JEFF SEVER LEGAL DESCRIPTION: STORCK S/I 'NE NUMBER:PAGE NUMBER: I 907-317-1620 2 OF 3 LOT 3. BLOCK 1, K.D.M. (TYPE OF WORK: DATE: AS -BUILT FOR NEW SEPTIC SYSTEM 2/18/2008 (Rev. OIM5) . . .. . J fr . .... ............. Gorness•: E -79s3 Fo PERMIT NUMBER: AS—BUILT DRAWING PARCEL ID NUMBER: SWO60005 017-091-86 FINAL GRADE - 96.64-98.09 TOP OF TANK AT VA INLET - 92.82—,-, . ............. .... ............. 11 1 �F[ 0 %-40P OF ANK AT INVERT OF 92.33BUNG AT I NEW S.T.E.P. TANK I I OUTLET? 92.81 INLET : 3:1 SLOPES ARE FINAL GRADE TOPSOILED AND SEEDED uT nn 96.03+ INSULATION //— / FILTER FABRIC -- ORIGINAL GRADE O HIGHEST POINT - 92.4 SAND R %ATNF ELEVATION OF INVERT OF ETI BOTTOM OF TEST TOP OF SAND BOTTOM OF BED DISTRIBUTION LINE ELEVATION OF HOLE 80.4 92.4 90.0-90.4 92.9 BOTTOM OF TEST (H20 O 85.15) HOLE1 V20 D 85.0) GARNLSS ENGINCONSULTANTS &EERING GRALROUP— =1 L TAW 0YI1C 101 'PREPARED FOR: PHONE NUMBER: PACE NUMBER: •• .... ........ . JEFF SEVER 317-1620 3 OF 3 0 P .Je y . arne s.: LEGAL DESCRIPTION: DRAWN BY: P y. C —79 eG STORCK #3, LOT 3. BLOCK 1 K.D.M. �4��e'e• y�L$�o8��%� TYPE OF WORK: DATE: YNdpro lassior'44o PROFILE AS—BUILT DRAWING 2/18/2007 CRs.. olmsl ALPINE DRILLING & ENTERPRISES Permit Number: #SW 6000 Date of Issue: -13- 6 Parcel Identification Number: 017-091-86 Date Started: 2-25-06 Date Completed: 2-27-06 Is well located at approved permit location? ® Yes ❑ No Legal Description: Storck #3 Blk i Lot 3 Property Owner Name & Address: Jeff Sever 3737 Coventry Drive Anrhnrana Alaekn 005n7 Borehole Data: Depth (ft) Soil Type, Thickness & Water Strata From To organics &silt 0 2 Method of Drilling E air rotary ❑ cable tool Casing type: steel Wali Thickness: 250 inches gravelly silt 2 15 Diameter: 6 inches Depth: 37 feet bedrock 15 376 LltierTyrC:' - — „� Diameter: inches Depth: feet Casing stickup above ground: Ij feet Static water level (from ground level): afeet Pumping level: 376 feet after 24 hours pumping 3 gpm Recovery Rate: 3 gpm Method of Testing: gtl2i Well Intake Opening Type: ❑ Open End E Open Hole ❑ Screened Start feet Stopped feet ❑ Perforations Start feet Stopped feet Grout Type: bentonite granules & chins Volume: I Depth: Start 0 feet Stopped 35 feet Pump: Intake Depth _ feet Pump size _ hp Brand Name _ Well Disinfected Upon Completion? E Yes ❑ No Method of Disinfection: chlorine tablets Comments: Well was drilled and cased with 8 inch to 35 then drilled open hole to 35' with 8 inch with 6 inch casing being installed prior to putting bentonite in the anulus around the 6 inch casing Well Driller: Alpine Drilling & Enterprises PO Box 110496 Anchorage AK 99511 Attention: The well driller shall provide a well log to the property owner within 30 days of completion and the property owner or the well drftler shall provide a well log to the Development Services Department within 60 days of completion. FEB -7-2008 02:03A FROM: Dtwigarntl 66*m bomnoo +t N1ltlht6 cooly DMOM 01411ft Wales 4 Waetrratr hwomat 4700 Mgm S"w ►A. IM MAN AaeAayap (tila411.7w Pump fnstallotlojjl1 Lod WoM DAM$ tomb Namb R tiY-8y$-79Y7 Parva! Idelad klid n NumMaet q113 I �3 tD Ltla»atltl Dater ; _. tisaa� Ialeta Drystb tistasv wp or 1140 costar 3 51� • /m 1sQtp M1159"attt't Nant Lf fO 114 D /[ti (' h?mep INadd: _A D 5 51 �O Pump 16A Lza-->o ft1MA &p%rXwWM"du2LrM PidanAdspWMeaandonYeNaaat Mao 5 PidmAdaput,lartalbvs-Act P', w Pu�oe f Wep D1dMsetad D/n Gatptdoa! p Yet 0 Ni Malbed ai MrMhetlom � e of re- com"art W�e CALL FOR SERVICE -Cemmete we -at system Servke- AAROW PUMP & WEIR SERVICE, LLC ANCHORAGE • ORIAN WIL/.E ( EAGLE RIVER (80716220:136 70:3437997 P.1e1 Data of Tauat� Pcu P An=a=l The pom W¢ellm atoll p wAda t pump Wialladw IM to= WWS 30 dip Ofpwo isevtadata S E391 0'39"E 243. MN. NDN. ________ -In —ICLE. i CLEC. I S, . LOT TA A � � OF AY' TH jG�y • • °�Q a SHANE: A. HOLT; v(J IT.! L6-6914 no '•......... 4�G� No. 'OPt. ueN'L 1'd� a.AR BE e e • LIR •TATICNO • Vit.. • • � � azs J9 �f 110 /i Ap I I ❑ m n N W 0 0 0 ❑ LOT 4 ❑ Z F'CLIO NO, RE AR NO, a Ru.w ROpp 5 GrAS-BUILT SURVEY ` SCALES 1'.40' lr,ae/ S'1mr1r, '1>-lam:/l R P06 1 HEREBY CERTIFY THAT 1 HAVE PERFORMED A MORTGAGEE S INSR CTICN OF THE FCUOWitiG DESCRIBED PROPERTY. ou0 aoa. LOT 3. BLOCK 1, S.ORCK SUB. NO. 3 TME a1 oOP 'ONHEREOND FOR ME USE CFLENONG INSTITUTIONSSPEWCAU1 V TOSHOWANYCOMrTSBETWEN E EA:SDR NG STRUCTURES AND A; TEO LOT LINES OR EASEMENTS Arq IE NOT TO BE USED fOR PCSiT.CNYG ADp:10NA1 STRUC.URES OR FENCEL INE9 EASEMEH'3 OF RECORD. OTHER THAM THOSE SNDWNCN THE RECOFL^ PLAT ME NOT SNOKN HEREON NOTE AM FE•A'EiMES SHOWN ARE LOCATED APRROKIMA-E.Y AND ME NOT TD BE U3M TO DETERMINE PROPERTY LINESOR LOW E STPUCTURES ANY PA wW4 SI 0" W V BE APPRCIVMATE DUE TO SNOW COA TIOI;S ANCHORAGE RECORDRY DIS'R'CT, ALASKA WAW THAT THE VISIBLE RA-ROVEMEWS SITUATED THEREON ARE WITHIN THE PROPERTY 4NE5 ANC THAT NO V!5:BLE ENCROACHMENTS EXIST OTHER THAN NOTES. DATED AT ANCHORAGE. ALASKA THIS 8TH OAYOF FESRUARY 3W8- HOLT LAND SJRVEYING ICO:S. F! 121.50.131-E TEL. 3115 -SE 13 From +19078308507 Sat Tan 21 21:14:14 2006 page 1 of 1 COMMENTS: (FOR INSPECTOR USE ONLY) � nr��)iil til 1,✓!R�- Ov7 7v PQ�'Vgly' /<1/'k5 JPG(LGLLtNL1 p /Zu/o4 JL) PRINTED NAME 12,l v%L1 A% V L'le� I j7 (.-�(✓ DATE:_I � " .',T_ INSPECTION REPORT MUNICIPALITY OF ANCHORAGE, BUILDING SAFETY DIVISION 4700 SOUTH BRAGAW INSPECTION INFORMATION &HELP: 343-7982 INSPECTION: VOICE 343-8300 INSPECTION: FAX (907)249-7777 www.muni.org/BSD/Inspecilons.cfm NAME: Kevin PERMIT#: 06-7133 COMPANY: Rising Son Electric INSPECT DATE: 1/23/2006 AM PHONE k: 250-1100 PHONE N:? qCI J4c1,3 SO PHONE M: AODRESS:NHN LOT 3 BLOCK 1 SUBDIVISION: STORCK p3 GRID k: SW3039 COMMENTS or DIRECTIONS TYPE OF INSPECTION: Undorground Eloctrical� t COMMENTS: (FOR INSPECTOR USE ONLY) � nr��)iil til 1,✓!R�- Ov7 7v PQ�'Vgly' /<1/'k5 JPG(LGLLtNL1 p /Zu/o4 JL) PRINTED NAME 12,l v%L1 A% V L'le� I j7 (.-�(✓ DATE:_I � " .',T_ 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: SW060005 Legal Description: STORCK #3 BLOCK 1 LOT 3 Design Engineer: 0855 Gayness Engineering Group, LTD Owner Name: JEFF SEVER Owner Address: 3737 COVENTRY DRIVE ANCHORAGE. AK 99507 - Date Issued: Jan 13, 2006 Expiration Date: Jan 13, 2007 Parcel ID: 017-091-86 Site Address: NHN RABBIT CREEK ROAD Lot Size: 63338 SO. FT. Total Bedrooms: 5 Permit Bedrooms: 5 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 casting (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: 4 'V Issued By: Date: / OG u i1 Parcel I.D. Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519.6650 www.cl.anchorage.ak.us (907)343-7904 DN -SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING 017-091-86 Permit Number 317 - I &;t0 Property owner(s) JEFF SEVER Day phone-rsP9—BSt3A- Mailing address (1) address (2) Zip Code 99507 Legal description (Lot, Block & Sub'fl LOT 3. BLOCK 1: STORCK SU13DIVISI0N#3 Legal description (Section, Township & Range) N/A Lot Size 1f�3, 3� Acre q.Ft Number of Bedrooms 5 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well 0 Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. Permit Fees: q J fi 17S Awh Waiver Date of Payment: I "9'CXo Receipt Number. '0 l Date of Payment: Receipt Number. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS April 15, 2005 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Septic Upgrade for Storck Subdivision#3; Lot 3, Block 1, To whom it may concern: The proposed 5 bedroom house will be served by a private well and septic system. Due to poor soil conditions and slow percolation rates, we are proposing that a approved 5 bedroom S.T.E.P. Tank, a MOA approved trickling filter, and a bed type drainfield be installed. Two test holes where excavated on the property. The drainfield will be designed around the 30 foot radii of these two test holes. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which shows the soil classifications, groundwater monitoring, and the percolation test results. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications. 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed septic system. 4. TOPOGRAPHY: As can be seen on the attached topography site plan, in the proposed drainfield area is a 1-5 percent slope running approximately southeast to northwest. In short, there is no slope concerns. 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. P.V,., M.S. NOTE: Attached is a site plan drawing, a design drawing, a detail drawing, two soil logs,and a topography site plan which are all part of the design package for this septic system. (Contact G.E.G. Ltd. for 7page construction specification letter.) 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507 Ph: (907) 337-6179 • Fax: (907) 338-3246 • Wcbsite: gamessengincering.com / I / I SLEEPY o R3ES S/0: / I SERVED BY./CLASS I 'C WELL ON LOT 2, SLEEPY ACRES SUBDMIION I ISLEEPY ACRES I LOT 2, i I � I � I I \\SLEE SAT R' S S/D; SERVED BY CLASS C' WELL ON LOT 2, SLEEPY ACRES SUBDIVISION ----------t----- / PROPOSED TICSYSTEM ALTERS TE /SEE DESIGN /ACE 2 OF 4) fHi^ I� � FUTURE � -- SHOP APPROXIMATE ' -----------f----- I STORCKI S/D /3; LOT 4. �P0 D S BEDROO HOUSE \ / / SEPTIC SYSTEM LOCATION rt i y �.� Y,.,.,• - -- APPROXIMATE WELL LOCATION PROS ED STORCK S/D 13; LOT tti \ /// NO CONCERN WELL AND SEPTIC 100'+ FROM LOT / 3, STORK S/D /3 BRISTOW S/D; LOT 3. ROp.O/' NO CONCERN D / SEPTIC N 00'FRROOM LOT 3. STORCK S/D /3 �pgg\N T" BRISTOW S/D; WEL AND NO CONCERN00'+ LOT 2, SEPTIC Fl 3 STORCK S/D /3 BRISTOW S/D; LOT 1, GARNESS ENGINEERING GROUP, Ltd GON$ULTANTS b QENERALCONTRACTORS L T I . f :o: • MOdV4C. m N • w • IY (lon "" • R - w.. PARED FOR: PHONE NUMBER: PAGE NUMBER: JEFF SEVER (907) 529-6684 1 OF 3 LL DESCRIPTION: DRAWN BY: STORCK SUBDIVISION #3: LOT 3. BLOCK 1. 1 R.A.L. TYPE OF WORK: SITE PLAN FOR PROPOSED WELL AND SEPTIC (Rn. 01A/5) / CS�jI-79 NUMBER OF SEDROOWS:5 GALLONS PER DAY (CPO): 750 PERCOLATION RATE/S: 36.9&60 MIN.ANCH PROPOSED APPLICATION RATE: 1.0 MINIMUM DRAINFIELD SO.FT.:750 MAXIMUM DEPTH:3 FEET WIDTH: IS FEET LENCTH:50 FEET M.OA APPROVED SAND FILTER:2+ FEET EFFECTIVE:O.S FEET REDUCTION FACTOR. N/A ACTUAL SO.FT.: 750 INSTALL DOUBLE CLEANOUT M.OA APPROVED RECIRCULATING TRICKLING FILTER TO BE SIZED FOR 5 BEDROOMS+ APPROVED 5 BEDROOM S.T.E.P. TANK LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT GEC. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER, CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY 150' CLASS RADIUS ALTERNATE / / / ALTERNATE NOTE: ALL WELL RADII SHOWN SHALL BE FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. SITE / (SEE DETAIL PACE 3 OF 3) </ TH/2 Gd 1'y .J• I, i{ 1 I `� � PROPOSED WELL I GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS JAI L T 00/O. p 101. MdtOMLT MI OY.Of • R (Wr V) lft • IN (001)1L- • � w..,t•.�r.y0. PREPARED FOR: PHONENUMBER: PACE NUMBER: JEFF SEVER (9 07) 529-6684 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: STORCK SUBDIVISION 03: LOT 3. BLOCK 1. 1 R.A.L. OF WORK: DESIGN FOR PROPOSED WELL AND SEPTIC SYSTEM (R«.01As) 4/15/200` ?'op ,....•:7 : tet, 1,. , •' •�• • �I • FUTURES SHOP .J• I, i{ 1 I `� � PROPOSED WELL I GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS JAI L T 00/O. p 101. MdtOMLT MI OY.Of • R (Wr V) lft • IN (001)1L- • � w..,t•.�r.y0. PREPARED FOR: PHONENUMBER: PACE NUMBER: JEFF SEVER (9 07) 529-6684 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: STORCK SUBDIVISION 03: LOT 3. BLOCK 1. 1 R.A.L. OF WORK: DESIGN FOR PROPOSED WELL AND SEPTIC SYSTEM (R«.01As) 4/15/200` ?'op I I------------------------------- OMT MTO I` I I �c I I I I` L -- ------------ --------------J •3:1 SIDE SLOPES: TOPSOIL AND SEED IN FROM TRICKLING FILTRATION UNIT FINAL GRADE 2' INSULATION FILTER FABRIC .� -; �`;r: �: .. t• rcu yr :•:�y.�:.��:`_ ��'i::u 1I�/A7( � +-`'.f�r•IAOA APPROVEDi :.�•."« 3' 1 ..,`.+ .``•..�.'•Fr ,•..:. SWD~FILTE.R r'�:1. .?.zn�'. �; •r p..; y;. i 15'�I GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS �::: =1 C 1110011 0010. 1111[ 101 • YOOMWL M MlOr � H (10rkWU 1T 1)001- • IN (10 " PREPARED FOR: PHONE NUMBER: PACE NUMBER: JEFF SEVER (907) 529-6684 3 OF 3 LEGAL DESCRIPRON: DRAWN 8Y: Al LEGAL o< STORCK SUBDIVISION #3: LOT 3. BLOCK 1. R.A.L. : OF WORK: DESIGN FOR PROPOSED WELL AND SEPTIC SYSTEM 4/15/2005 (Rw.01NS) 2.5' 2.5' 1 CJNTUN/v 'II ' � I I J I•' �I' I PA Ira rip GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3"1 E )1.Cp1 NWO. S 101 • mcwm/ L M. NW7 •PONE: 00) )-illi • FN. W 32N • Y[BLIL p�wp"wY SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: STORCK SUBDMSION 03• LOT 3, BLOCK 1 7 8 9 10 11 12 13 14 15 16 17 18 DEPTH TO GROUNDWATER DATE 9.5' PERFORMED FOR: JEFF SEVER DATE DEPTH ____ (EAST) N (feet) z_c ORGANICS TEST HOLE 1 5 1/2- 1 3 2:50 I 6" I ,x 3:20 YlI t ML SOIL CLASSIFICATIONS 5 2 SCALE: �\ - 6 3:50 30 5 1/2- 1/2- -broi'. GW ecce ORG :.a+ ? GP ML 3 HIM GM1/" CL 4 GCOL °• •°• o SWMH 5 N: �'• : SP CH SM OH 6 SC 7 8 9 10 11 12 13 14 15 16 17 18 DEPTH TO GROUNDWATER DATE 9.5' 9/19/01 7.4' 9/26/01 TH#2+ 4TH#I — N — WINIM"All" Ul i CLOCK TIME i WATER LEVEL READING NET DROP (INCHES) 9/20/01 1 TH#2+ 4TH#I — N — i 2:50 i 5 1/2- 1/2- 3 2:50 I 6" I ,x 3:20 YlI t 5 1/2* 1/2" 5 3:20 SCALE: �\ DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 9/20/01 1 2:20 — 6" — 2 2:50 30 5 1/2- 1/2- 3 2:50 - 6" - 4 3:20 30 5 1/2* 1/2" 5 3:20 6" - 6 3:50 30 5 1/2- 1/2- 19 PERCOLATION RATE 60 (MIN./INCH) PERC. HOLE DIA. 6" (INCHES) TEST RUN BETWEEN 4.5 FT. AND 5.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ONO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: JOE MARCHETTI COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS jPEqFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: I O 0 ''(1111C III GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS 6 GENERALCONTRACTORS A 4 . ...... . .. ..... ............ j"l L IUGGR RAD. wn to, • NCWRAGL M. RYfG) •ROK: Y°) )-{lA • rMt: (w-m" • KHNC: p^•np�•wq SOIL LOG - PERCOLATION TEST .... LEGAL DESCRIPTION: STORCK SUSOMSION 3; LOT 3. BLOCK t CE A. G rness.- •`v�� PERFORMED FOR: JEFF SEVER DATE, 9/19/01 N80 DEPTH _-__ (WEST)°�eyPa�3eao^�o�o (feet) ORGANICS TEST HOLE #21��00000�a SOIL CLASSIFICATIONS i i 2 y <o GW ORG ....a. ". GP ML GM CIL A TH#2+ +TH#I 4 GC OL N SW MH 5 '. �•.t SP CH--- SM X : OH SC s„ u. �• P �.1 I 89/19/011 / f ✓/ / �. 9— SCALE: 10 DATE READING CLOCK NET TIME WATER LEVEL NET DROP 11 12 B.O.11. 13 14 15 16 17 18 19 PERCOLATION RATE 3 a (MIN./INCH) PERC. HOLE DIA. 6" (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES [--]NO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: JOE MARCHETTI COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PE FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 213/ 0 DEPTH TO DATE GROUNDWATER 10.0' 7.25' 9/26/01 TIME (MINUTES) READING (INCHES) 9/20/01 1 2:20 - 6' - 2 2:50 30 5 1 8' 7/8' 3 2:50 - 6' - 4 3:20 30 5 3 16' 13/16' 5 3:20 6' - 6 3:50 30 5 1 /8' 7/8 ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCHORAGE AND r6FF SEVER THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this L Day of J 6N 44je Y of 2004 by and between J EFF SF_ L E le , 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 S7V Rek Site, AP.D/V79cated L,oT 3 B4.0Q< at 714/ if 4 ppl 7— R04P 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 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 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 — 0 ($Q.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 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 will 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 Owner's AWWTS Operating Permit is: AAI /VghZ- (:5- C. S 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 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. Nonwaiver. 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 wTiting 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: T FP S U E R 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. OWNER: By: Date: MUNICIPALITY: By: p/9 eV/ EL- T, Rol -71 Title: EIQ Date: / / / 3 IQ 6 STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The for eg9 ins t ul eqas acknowledged before me this I� day of 2, bye �S� +.tom— the w1 l .t2 NOTARY PUBLIC FOR AKA rUnrrrrri My Commission expires: - • �� A�,f � Pusoo of NN\