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Home My WebLink AboutTIFFANY TERRACE LT 1Tiffany Terrace Lot 1 #015-472-21 Municipality of Anchorage 10 Development Services DepartmentBuilding Safety Division OAK On -Site Water 8 Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.d.anchorage.ak.us (907) 343-7904 Page 1 of 3 Onsite Wastewater Disposal System and/or Well Inspection Report Permit Number: SWO90074 PID Number. 015-472-21 NOTe' WILCO CONTRACTORS Wastewater System: O New ■ u rode Y P9 Address: 16701 RANSOM RIDGE . ANCHORAGE, AK ABSORPTION FIELD Phone: No. of Bedrooms: (907) 242-5443 5 O Deep Trench ■ Shallow Trench O Bed O Mound OOther LEGAL DESCRIPTION Solt Rating: 0.8 n Total Depth Iroodgtwl g ode: 7.22/7.23 6Po/Sg. rt. rL Block: Lot: Subdivision: Depth to pipe bottom /ren orlgial g,ode: aroral depth beneath pipe: — 1 TIFFANY TERRACE SEE DWG. rL 4.06/4.07 rt. Township: Range: Section: N added above odglaal grade: Gnwal length: — — — SEE DWG. rL 97 (50 + 47) pt, WELL: E) New p Upgrade C a width: 5 Yunbm of .nee: 2 Distance between fines: 15 yL n. ck;"fimtion (priwle. Aa.C): Tatal Depot: Cosh To: Total ebemptlen mea: Rae material: PRIVATE 185 nj 44 rL 970 so. rL D 3034/ F-810 D,ilbr. HEFTY DRILLING INC. Date Ddew: 6/17/09 state water Level: 23 lMM4r. WILCO CONTRACTORS Dote Mlosed: 6/18-19/2009 FL YaW: 4 P,wnp set At: 171 Cawing Woove Height Aaround: 2 TANK GPI R n SEPARATION DISTANCES aseptic OHolding OS.T.E.P. 0Other* To septic Absorption Lift Holding %bile/NKote YanWacturm: GREER Capacity H goeona: 1500 From Tank Field Station Tank sewer was Well too'+ too'+ — — 25'+ YwlerW: STEEL Yana, of convadaaab: 2 Surface water 100'+ 100'+ — — — LIFT STATION Lot Line 5'+ e7'+ — — — Site N gallons: Yarwtxlu,e,: Foundation 5'+ 10'+ — — — M w,al al una all at: High water abrin al: Curtain Drain NDNE KNDWN Pump Ya4 ec Ewtdeal Inspectione pwlm br Remarks: *SEE ATTACHED WAVER LETTER BENCH MARK Locaan and Descrlption: BOTTOM OF SIDING AT FCO ~"ted Elevatbn: 107.30 rt p p y GEG, Ltd. Inspections performed b : Dates: 1st 6/18/09 ENORIEE"SEAL 000 6/18/09 OF. ��pQ 2nd 0 3rd 6/19/09 Development Services Department Approval *.. H .7 Conditional approval: Dote:...w•••• •••••• QO J A arn s: Q� J. E-795 r'` it �444e�prores o� ��ccfa v 19��l� �� Reviewed and approved by: Date: (Rev. 4/06) 0400 40OO�Q�p" PERMIT NUMBER: `SW090074 i AS -BUILT DRAWING FCO 28.09 66.47 PECO 45.5 79.16 S71 47.3 80.15 ST2 56.88 65.27 D8L1 58.77 66.55 DBL2 59.78 65.85 FS 79.99 98.3 C01 80.51 109.85 _WTI 60.01 108.82 CO2 107.34 95.23 MT2 107.52 96.58 CO3 98.97 124.37 MT3 95.40 131.58 C04 121.01 112.23 MT4 120.93 114.13 T12N, R3W. SECTION 24, S2, NW4, SE4, NE4, NW4 C�� J PARCEL ID NUMBER: 015-472-21 k0 GARNESS ENGINEERING GROUP, Ltd. M 4 ' •� >+••-••••-•-••�• CONSULTANTS d GENERAL CONTRACTORS 4 1 C Taff 90 W, fort 101. CHMIX 40 p ? • n (907)=r fn • FIJI (907)l WN • � . 9-.p. 9.w PREPARED FOR: PHONE NUMBER: PAGE NUMBER: WILCO CONTRACTORS 242-5443 2 OF 3 nm :� LEGAL DESCRIPTION: DRAWN BY: oY4y, TIFFANY TERRACE LOT 1 KDM �Q�e e° TYPE OF WORK: DATE; 24 O9 4O` ASBUILT DRAWING A. ss CO3 3 01 (DBL1h2 j. r•:..: S / ST2STI .. .: FS FCO i .•,,y:.4 �PTCO I •A. -,,VT4I NEW . •�...4, 5 NEW •« •• MT2 J NEW 1500 HOUSE �0 GALLON TANK:3'^�' •. •� RESERVE SITE WILL NEW DRNNFlELDS REQUIRE ADVANCE \ . , .�, :•.; ` ;,� \ ;•:?. �•`)+. TREATMENT :.:•.•:.. �. I --------------- CA-�REA r \ GARNESS ENGINEERING GROUP, Ltd. M 4 ' •� >+••-••••-•-••�• CONSULTANTS d GENERAL CONTRACTORS 4 1 C Taff 90 W, fort 101. CHMIX 40 p ? • n (907)=r fn • FIJI (907)l WN • � . 9-.p. 9.w PREPARED FOR: PHONE NUMBER: PAGE NUMBER: WILCO CONTRACTORS 242-5443 2 OF 3 nm :� LEGAL DESCRIPTION: DRAWN BY: oY4y, TIFFANY TERRACE LOT 1 KDM �Q�e e° TYPE OF WORK: DATE; 24 O9 4O` ASBUILT DRAWING A. ss PERMiTNUMBER: AS DRAG PARCEL ID NUMBER: SWO SWO9OO74 015-472-21 [FINAL ORALE - 105.04+ STIST2 TOP OF TANK R /- lOP OF TANK AT INLET - 102.044 I I AT OVREf 102.04 TH/1 FILTER INVERT OF BUNG . AT MFT - 101.52 LOWER TRENCH NEW 1500 GALLON SEPTIC TANK FINAL CRAM - 95.55-101.79 F0%, - INVERT OF BUNG AT OURET - IOIM UPPER TRENCH Mr GO FINAL �GRADE 99.57-102.40 ORIGINAL GRADE FILTER FABRIC-� RR. 95.50 4.06' q ,- jp95.64 4 jgpgpq�� 95.12 "N�DOTTOU OfTRENCH - 91M 91.054 RELATIVE r a ELEVATION TEST HOLE - 82.28 a �r GARNESS ENGINEERING GROUP, Ltd4 -••CONSULTANTS& GENERAL CONTRACTORS—,—, ONTRACTORS—,—Q••••'•• ••• ••••• ]rot L noa11 WD RRL 101 • AlAIOR,CT. A( wof . A70•[ L4Or)SIr 1711 • rM (•0])SM •]tw • WVI 1L w..p�prYysn \�n / ....� PREPARED FOR: PHONE NUMBER: PAGE NUMBER: YA-!'j" f A. Corn s.. .. WILCO CONTRACTORS 242-5443 3 OF 3 VVV LEGAL DESCRIPTION: DRAWN BY: QO . '• • 7953 TIFFANY TERRACE LOT 1 K.D.M. OD�e '01 Pr 1f hod TYPE OF WORK:DATE. 400O4OpOsloll AS -BUILT PROFILE DRAWING 7/21/2009 (R«. DUOS) Municipality of Anchorage P.0, Box 196650 • 4700 Elmore Road Anchorage Alaska 99519-6650 • (907)343-7904 • Fax (9071343-7997 htto:llwww.m uni.org/Onsite Development Services Department Onsite Water and Wastewater Program QL Oenr o nn epaitment **** VARIANCE/WAIVER REVIEW **** WR#:90 0068 HA#:90 0436 Permit#: PID#: 015-472-21 Legal Descrip0on: Tiffany Terrace, Lot 1 Engineer. GEG Applicant: Wilco Contractors 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 7 feet. 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. ............................................................................... Waiver is Granted: X Waiver is not Granted: Date: 12/8/09 Approved tY) 1A Name of Reviewery ............................................................................. Rec#:50 9093 Amount $200.00 Date Paid:21 /8109 **** VARIANCE/WAIVER REVIEW **** GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS July 24, 2009 Municipality of Anchorage Development Service Department On -Site Water &: Wastewater Program 4700 Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Lot Line Waiver for Tiffany Terrace; Lot 1, To whom it may concern: We request that your department issue a 7 -foot lot line waiver from the north property line to the dual-drainfields installed June 2009. The property just to the north is currently vacant; therefore, there is no encroachment concern. We are unaware of any adverse impacts this waiver would have on adjacent wells or septic systems. If you have any questions, please contact us at 337- 6179. Thank yoq for your assistance. P.E., M.S. 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259 Ph: (907) 337-6179' Fax: (907) 338-3246 • Website: www.gamessenginecring.com 1V,:ter 4VAC 'Pt•il!irnl nr.,; '... • ?r:v (ao.' 44., BIS aruu;th. uhdiviai,.n. _ ISt DCF: horaae (Tiffany Terrace PHONE NO, Jul. 08 2009 08h:l50PM P1 Wel Log. 06 16.2009: i.r ."rorcn tl,, r gat: �etIr:. Wilco Contractors 1 .,•r .n, V. Meridian I0owhip--Ranee__...._ Su,unt _, .... 7-ot _.. _ ' .._ _ _----' I —, BOREHOLU DATA from top of casing]i)epth j Drilling method: (X) AirTOI.M. { 1 Cablc tool. Orhel Material: Type. Color & wetness 17ptn To \Fell usc: ( ) Puhlic supply, (X) Dutnesu,;. Other stickup p 2 1 Depth tlrnole: --185... — r Casing stickup: 2 rt casingtypc:Steel.. Thicknc,;:,,_250 inches Carving diameter. 6_.__ v:chas Lasir�_ d,11,111. 44 � ) PVC Dianlctcr. 4.5 inches Depth: 2S t0 185' overburden 2 6 Liner type: (j 9 Static tva:cr (from ton or casing): 23_ it on 06', 8;2009 Clay I Pun{)mg level S yield:.. rut slier lu)urs at __„ gpm ,I Recovery rate: 4 g?m. Method ortesting: airlift t moist clay & gravel 9 11— Devclopmcnr mcdlod: _ airlift Duration: 1 hour t wet clay &gravel 11 15 \C'cll intake opening typ:•: ( t 7,pc end. I X 1 Opcn hole. Otlu:r Screened: Srarr _._...- ._ :1, Swpped .----=•-•'- ft Screen type: S moist silt 8 gravel 15 16 - perrorawd: start: -...... It. Sury)ped: ft Star,: _..___•_ ...., rt. Stopped: 11 wet rocks 16 1 19 Ncac:........................................... ........................................._..... Grout type: _ patoa) .__ Volume - — rock shelf 19 22 Depth; from around surface . to silt &rock 43 Pump intake dcpt3: Pump siu: _ t p. (31:md ncmc: bedrock 43 185 Was \%-ell disinfecr_d upon completiosi' 1 X) its ( ) No klcthod ordisdafection:Calciucn.Hypochlorite..(.ChlorirtQ).:. Drillercornmen:r disclsirmr.:........................_......_:............:............ ... Water entering well thru fractures•at depths.of•_•.•• ; 75'.�10G',. and.155' for a totel. of .......... most._..._....., water_producing.fracture.is,at 155'._•••••,.•,_.__..,_,_•••,•,..,., Well drillernamc: Johnny Companyramr..._Hefty Drng Inc ............... _........ Mi:iingaddres.:... 3540-r'lkul... Dr............................................... 1 I Cie,; _Anchorage Statc:.4X zip 99516 Phone number: ; 907 ,✓�_ 345 _ 0593 fax:345-4700 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Section 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 wwW.muni.oTr/onsitc (907)343-7904 Drille." siinaturc: attention: Properly owner shall provide a well log to the )SD within 60 days of well completion. • P ernlit Namber: SWO90074 ._._ — 7tc u`.'i>suc: _11a)f 28 /700Q Parzcl ldmificationvambet: _{115. 477 —71 Is .vel! located at approved pem)it location? ( y,) Ycs or ) No �■CT-9-2009 01:57P FROM: T0:3383246 P.1 UXAMt RAUE Wi co ClDnyac ors DAA; 0 U Mien Adapter Manufacturer's Name: /�-'r,&U Pklest Adapter lnstalkr. �r✓ 10 qty U:s J v , I 1 •- 0 o P,RIP TYPE Sw6��y,6lc. }o J MAVE rv,"Mo(-F05 i ■ SCRUc k Pura 9 Pump Installation 6 II _Your II DROP TYPE Tpo c— Stn ' LogT;J;{a �f y jerrkce I .o. C, = iop ABOVE o+aRID CASNG A (n1 0;-CaS�noj i i UXAMt RAUE Wi co ClDnyac ors DAA; 0 U Mien Adapter Manufacturer's Name: /�-'r,&U Pklest Adapter lnstalkr. �r✓ 10 qty U:s J v , I 1 •- 0 o P,RIP TYPE Sw6��y,6lc. }o J MAVE rv,"Mo(-F05 SCRUc k Pura 9 6 II _Your II DROP TYPE Tpo c— Stn ' s y CmA`liRn 4 POPUt CARL: TWyiiC.l�i(Jt" Slto W ir�G� jEy a Cansllla� f7 t 4V _ ll C1 CUNCAU Milt % %Sy WARN TAMC! To,. Lt/e11!��• I w�c- toa. Shm 4.1 'it TEll CASaR. Sh•— � Ols T,q fee eAgu Mut n.U To q11, . I NTARE STRUCTURE: TP6 Pett 11 N L 6 Ir� 75 Te IS(�S ' OPtY HOL1. rro e1y' To 18' nil well was disinfected upon completion. method: calcium hypochlorite. e on0CRng, Z Water 'Wel and Pump Service Anchorage, A(as(za (907) 345-0593 MUNICIPALITY OFANCHORAGE Development Services Department On -Site Water& Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM / WATER SUPPLY PERMIT Initial Permit Number: SW090074 Date Issued: May 28, 2009 Expiration Date: May 28, 2010 Parcel ID: 015-472-21 Legal Description: TIFFANY TERRACE LOT 1 Design Engineer: 0855 GARNESS ENGINEERING GROUF Site Address: UNKNOWN Owner Name: WILCO CONTRACTORS Lot Size: 0 SQ. FT. Owner Address: 16701 RANSOM RIDGE Total Bedrooms: 5 Permit Bedrooms: 5 ANCHORAGE, A 99516 - This permit is for the construction of: ❑✓ Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy E 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: C.. Date: G 9 Issued By./�=1r't�z=G C.r�/ Date: l�Municipality of Anchorage Development Services Department Building Safety Division!, �! On -Site Water & Wastewater Program 4700 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. ()/5%— q7a a Property owner(s) WILCO CONTRACTORS Day phone 242-5443 Mailing address 16701 RANSOM RIDGE * ANCHORAGE, AK Site address Zip Code 99516 Legal description (Sub'd, Block & Lot ) TIFFANY TERRACE SUBDIVISION, I OT 1 Legal description (Township, Section & Range) Lot Size c2 r !,_S ! _ Sq. Ft. THIS APPLICATION IS FOR (® all that apply): Absorption Field Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well Water Storage ❑ Number of Bedrooms 5 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. GARNESS ENGINEERING GROUP Ltd. -(Signet her+zed egertt} Permit/Rush Fees: 530 + a O O Date of Payment:g 11 e'00 (0 Receipt Number: 0 69 Rr1 (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number: GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS S GENERAL CONTRACTORS May 27, 2009 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Septic System for Tiffany Terrace Subdivision; Lot 1, To whom it may concern: The proposed 5 bedroom house is to be served by a private well and septic system. We are proposing to install a 1500 gallon septic tank and a dual 5 -wide trench type drainfields. Two test holes were excavated on the property, one by Brian T. ilarten PE and the other by GEG. The drainfield will be designed around the 30 foot radii of these test holes. Comments regarding the design are summarized as follows: 1. SOILS: See the attached logs which show 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 design drawing the average topography below the drainfield is a 10-15 percent slope running approximately east to west. In short there are no slopes 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. Sincerely, J A .E., M.S. 7hed is a site plan drawing, a design drawing, one soil log, which are all part of the design this septic system. (Contact C.E.G. Ltd. for 7 page construction specification letter.) 3701 E. Tudor Road, Suite 101 • Anchorage, AK 99507-1259 Ph: (907) 337.6179' Fax: (907) 338-3246' Website: www.gamessengincering.com I `1 I PROPOSED 100' _I T12N, R3W. SECTION 24, N2, / / I TIMBERLINE S D, LOT 4 i I I Wim 1 HW4, SE4, NE4, NW4 ' 1 1 1� I / I JI % PROPOSED I SEPTIC SYSTEM j T12N, R3W. SECTION 24, 52, \\ TIMBERLINE S/D. LOT S I II NW4, SE4• NE4, HW4 / J u ii II / PROPOSED I 1 BY CEO / S BEDROOM \ \ — �� / HOUSE I — 1. I. / L g'y4.e;'S'•1 [SEPTIC �— �` 11 I I� I Yi`ry�• PROPOSES AR � I \ r'T'j /' / TIMBERLINE S/D, LOT 8 IRNNE SUBDIVISION, LOT 1 I ( \ / I I Tom' WET �D/ I I \ t L BRIAN T. HARTEN--�_'.;��::r :;�:• /BY , L\�—� _________ IRNNE SUBDIVISION. LOT 2 I ITIFFANY TERRACE S/D. LOT 2 ��++��I I I TIMBERLINE 5/D, LOT 7 -SEPTIC ARE!D J / /L \ _ __ I '-------- �' — ��—r-----{-----�---- Q--------- - - - - - - - - t00' ym11 RADIUS_I I I O I \ I \ I 1 w t VIII1 RAnIUS—I I \` STONERIDCE. LOT 1 / I I N I N `-SEPTIC\ PAYNE. LOT 1 / i \/I )� I S E: / L------------------- I I t' too /I I I I GARNLSS ENGINEERING GROUP, Ltd. pp 6? y,0 .. _. .. ..._ ._ , ., ........ CONSULTANTS b GENERAL CONTRACTORS" .......'....... G l01 C T.OdI IIYiO, f1A[ 101 � I.IIOUItt.GF. M K]OI � FnR -.IT ' fM b ]tN � � mow. PREPARED FOR: PHONE NUMBER: PACE NUMBER: Q• •• ........ .....""G WILCO CONTRACTORS 242-5443 1 OF 2 e .J rCE 7953ness• e0� LEGAL DESCRIPTION: DRAWN 8Y: OO u I X80 TIFFANY TERRACE SUBDIVISION. LOT 1 K.D.M. DATE: '''S1.Z�l•�� ao .e� \�o TYPE OF WORK: 444°OD000��o SITE PLAN FOR WELL AND SEPTIC SYSTEM 5/22/2009 (Rev. 01105) NUMBER OF BEDROOMS: 5 GALLONS PER DAY (CPD): 750 PERCOLATION RATE/S: 12 MIN./INCH PROPOSED APPLICATION RATE: 0.8 MINIMUM DRAINFIELD SQ.FT.: 938 VMIMUM DEPTH: 7.25 FEET WIDTH: S FEET LENGTH: 94 (2 O 47) FEET M.OA. APPROVED SAND FILTER: N/A EFFECTIVE: 4 FEET REDUCTION FACTOR: 0.50 ACTUAL SO.FT.: 940 OBTAIN A C ^T GEG. BY WELL DRILLER. CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS M AGREE TO ACCEPT THE TERMS AND CONDITIONS OUTLINED. T12N, R3W, SECTION 24, S2. NW4, SE4. NE4. NW4 CPcp�2 NOTE: THE CONTRACTOR SHAH V HAVE THE NORTH LOT UNE. AND ALL WELL RADII FLAGGED BY A ' \ REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. I \ EST HOLE LOCATION ON THE PREVIOUS \ DESIGN WAS PER BRIAN T. HARTEN P.E. I WITH NO SURVEY CONTROL THE LOCATION SHOWN NOW IS SWUNG TIED INTO THE PROPERTY CORNERS WITH SURVEY NTR ALTERNATE SITE WILL TH/1 BY BRIAN REQUIRE AND ADVANCED T. HARTEN TREATMENT SYSTEM HUGE BOULDER THAT IS \ r POSED /SUB—SURFACE FIELDS 6ALL DOUBLE CLEANOUTS 9 PROPOSED 1500 GALLON SEPTIC TANK30-36 +F' 10-15% 10-15% 30-35 �u I I I I PROPOSED•; 10-15% \ S BEDROOM L: " . PROPOSED WELL HOUSE \ ERK BENCH BY GEC NSTALL FLOW SPUTTER • .�..:; ;• / \ 11 BY CEG 10-137. \ 10-13[ 10-15 ..•.4'.:..'.. / 30-4 1 'fie.: 1. i. �.: y. :.r: '•�:.ollI L— — — — — — — �0-157. 10-13x 1 t_------------ 5 E: 1' . SO' 0 / OF...�gs�000 GARNGSS ENGINEERING GROUP, Ltd. 4 y*0 ••-.•••--•-•--CONSULTANTS& GENERAL CONTRACTORS ••••••• •• •• • •• ......"••" ( rot E TA011 HOLD. P.M 101 • NSOCIAOL Mt M 7 . noc (Y01)}11-4110 •IAM (w]}lv-.u.� • 110�L .••w^•r'a^•.•�a+••. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: • ••• .........^F WILCO CONTRACTORS 242-5443 2 OF 2 pa e f 79 3ness: e`0 LEGAL DESCRIPTION: DRAWN BY: O uSFO TIFFANY TERRACE SUBDIVISION, LOT 1 K.D.M. ' � . O�Kogv� PROPOSED SEPTIC SYSTEM DESIGN DATL. 4ea pO0�ppoo PROPOSED SEPTIC SYSTEM DESIGN 5/26/2009 (R.. 01105) iW%lM~ u 1I: Im NW4 TIMI � I 1➢S GARNESS LNGINGGRING GROUP, Ltd. CONSULTANTS B GENERAL CONTRACTORS 101 E IIAOR IMID. IUOI 10, . MICIIORWi. M "W7 . /,lM[ (W .U7_41" . FM W7I} =" . RBSIIL mow. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: WILCO CONTRACTORS 242-5443 1 OF 1 LEGAL DESCRIPTION: DRAWN BY: TIFFANY TERRACE SUBDIVISION, LOT 1 K.D.M. TYPE OF WORK: DATE. TOPO 4/23/200L (R .01N5) I � IgES W, SECTION 24, 2, - - NE4, NW4�1\O DROO S USE H USE / \ I \ 1 Q�yY4`Y ' 1 I I TI ER I D. T \ jpTICTI TI FANY T E S/ LOT 2 TIM EUE / 7 '----- ---- I Q L —7-- -- — — -- - 1 I I � I I 1 I I ERI LOT I I I I LE. ----- - ---- GARNESS LNGINGGRING GROUP, Ltd. CONSULTANTS B GENERAL CONTRACTORS 101 E IIAOR IMID. IUOI 10, . MICIIORWi. M "W7 . /,lM[ (W .U7_41" . FM W7I} =" . RBSIIL mow. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: WILCO CONTRACTORS 242-5443 1 OF 1 LEGAL DESCRIPTION: DRAWN BY: TIFFANY TERRACE SUBDIVISION, LOT 1 K.D.M. TYPE OF WORK: DATE. TOPO 4/23/200L (R .01N5) F 1 3:18 — 6" — 2 3:28 GARNESS 2 1 4 ENGINEERING GROUP, Ltd. 49 y*pp .. »..-..- -- - CONSULTANTS 6 GENERAL-CONTjtACTORS •��'�-^^"' •••• •••••• •••••••••••// 7701 11.°011 NUA WM 101• NCHMwL n "W7•MQW- W7 ]-sln fAti W N •FBSIIL 4 3:38 10 2 3/4 SOIL LOG — PERCOLATION TEST q.. ............... O 3:38 — 6" — • A. Go nesse LEGAL DESCRIPTION: TIFFANY TERRACE, LOT 1 2 3/4 -p ° PERFORMED FOR: WILCO CONTRACTORS DATE: 5 8 2009 �• x122 oirrl p4� PTH4�O°O°Ooo��60 8 3:58 10 (feet) (f »ny ORGANICS EST HOLE 1 UPPER BENCH 9 3:58 — 6" — 10 SOIL CLASSIFICATIONS 10 2 3 4 2T12 1 ot, �� - .rGW ORG N. R3W. SECTION 24. S2. NW4, SE4, NE4, NW4 - 3 6" GM ++''- GP ML /1 / PROPOSED BY GEC 4:18 10 GM CL 3 1 4 // y 6 OROOM HOUSE 4 GC OL SW MH r y 5 •. �•.: SP CH i' 1 11 1 c kiip 17;: SM . OH I l SC Nu 7 DEPTH DATE GROUNDWATER I t ��.v. TN/1 BY 4J.-t.'tiN�V 8 DRY 5/8/09 I BRAN T. MARTEN � --- `--= .------ L------------------ — 11.5 5/18/09---~-- ---- -------- ------------------------ 9 i� SCALE: 10 CLOCK NET TIME WATER LEVEL NET DROP 11 READING TIME (MINUTES) READING (INCHES) 5/21/09 12 13 14 ML 15 16-1B.O.II. 17 18 PERCOLATION RATE 3.07 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 3 FT. AND 4 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ❑ NO SOILS LOGGED BY: KYLE MAUS PERCOLATION TEST PERFORMED BY: ANDREW GRAY COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS P RFOj2MED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Z t f0fl 1 3:18 — 6" — 2 3:28 10 2 1 4 3 3/4 3 3:26 — 6" — 4 3:38 10 2 3/4 3 1 4 5 3:38 — 6" — 6 3:48 10 2 3/4 3 1 4 7 3:48 — 6" — 8 3:58 10 234 31 4 9 3:58 — 6" — 10 4:08 10 2 3 4 3 1/4 11 4:08 — 6" — 12 4:18 10 2 3/4 3 1 4 GARNLSS . .,. so...--m•..�--- LNGINLLRING GROUP, Ltd. CONSULTANTS 6 GENERAL CONT A �+�---•---�^ PMD. 101 • W.nuP,c1. w< ID'.f01 . PgNC: PO )-4,]P • INC(W)&V-42" • Kmm ,om..rrp.rwhi •• 406o�O o� OFA Opp 0 )0, L SOIL LOG — PERCOLATION TEST ... ....... .. LEGAL DESCRIPTION: TIFFANYTERRACE. LOT 1 .Ja r y A. Gam s: PERFORMED FOR: WILCO CONTRACTORS DATE: 5/8/2009 �� CE -7953 F`O mF ' •� ZZ p4�004000��\ DEPTH (feet) ___= y�ay ORGANICS EST HOLE 1 LOWER BENCH � 1 - - SOIL CLASSIFICATIONS 2 T12N. R3W. SECTION 24. S2. GW =-._= ORG NW4. SE4. NE4. NW4 --�w CM+^= GP ML /1 BY CEC /� FROPoSED p0 3 GM CL / S BEDROOM. HOUSE 4 GC-FTTVI OL Dp D o o SW MHSP fl, 5 ••'•• CH SM : OH Nu SC ��♦ 1z�i 6 7 ". i 7 DEPTH TO DATE GROUNDWATER 1 t ^`s"• i- 1 5/8/09 TH 1 BY BRIAN T. MARTEN � � � Y� 8 DRY L= = ------1--------------------- --- 11.5 5/18/09 -~--f- —------------------ ---- 9 �- j �-; SM .F 10 CLOCK NET TIME WATER LEVEL NET DROP 11 DATE READING TIME (MINUTES) READING (INCHES) 5/8/09 1 2:45 - 6" - 12 2 3:15 30 334 234 13 3 3:15 - 6' - 4 3:45 30 3 1/2 2 1/2 14 5 3:45 - 6' - ML 6 4:15 30 3 1/2 2 1/2 15 16 B.O.1I. 17 18 PERCOLATION RATE 12 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) 19 TEST RUN BETWEEN 6 FT. AND 7 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: E YES ❑ NO SOILS LOGGED BY: KYLE MAUS PERCOLATION TEST PERFORMED BY: KYLE MAUS COMMENTS: PERFORMED BY GEC, Ltd. I, JEFFREY A. GARNESS. CERTIFY THAT THIS WA$ PERFORMED IN ACCORDANCE -/22 WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: /G9 GARNESS ENGINEERING GROUP, Ltd ._.._.— CONSULTANTS& GENERAL'CONTRACTORS LEGAL DESCRIPTION: TIFFANY TERRACE, LUI t PERFORMED FOR: WILCO CONTRACTORS DATE: 5/8/2009 EPTOPERK BENCH FOR BRIAN T. HARTEN TEST HOLE #11 7- 8- 9. -8•9• 10• 1t• 12- 13 14 15 16 17 18 19 20 F_ - Ns DEPTH TO DATE GROUNDWATER DRY 5/8/09 g y �* I�pD, -7953 :i T12N. R3W SECTION 24, S2, NW4, SE4, NE4, NW4 /i BY GEC // ----� / PRO S BEDROOM HOUSE NET TIME (MINUTES) SOIL CLASSIFICATIONS 7 •' .5�GW 11:00 �r 6' ::. �T21't' IIIIIIIIIML 11:04 4 0. IIMIMIGM � N/NNCL 11:04 - dRNN T. HARTEN—__ GC OL 11-4-------------------------------- I �i�\ SCALE: I / ♦ IIIIIIIIIMH 11:08 - 6. '95[YY �y„�/ii 11:13 5 0' II��l,•li�l,�llCH Y/f/� OH 11:13 - 6' Sc 8 7- 8- 9. -8•9• 10• 1t• 12- 13 14 15 16 17 18 19 20 F_ - Ns DEPTH TO DATE GROUNDWATER DRY 5/8/09 g y �* I�pD, -7953 :i T12N. R3W SECTION 24, S2, NW4, SE4, NE4, NW4 /i BY GEC // ----� / PRO S BEDROOM HOUSE NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 5/8/09 1 11:00 �r 6' ::. �T21't' 2 11:04 4 0. 6” may, 11:04 - dRNN T. HARTEN—__ �•,,L.',ip: i. .a!: L--� L----------------- - 11-4-------------------------------- I �i�\ SCALE: I / ♦ t' -too' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 5/8/09 1 11:00 - 6' - 2 11:04 4 0. 6” 3 11:04 - 6" - 4 11:08 4 0' 6- 5 11:08 - 6. - 6 11:13 5 0' 6' 7 11:13 - 6' - 8 11:19 6 0. 6' 9 11:19 - 6' - 10 11:25 6 0. 6" 11 11:25 - 6' - 12 11:31 6 0� 6' PERCOLATION RATE 1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 7 FT. AND 8 FT. A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: N/A PERCOLATION TEST PERFORMED BY: KYLE MAUS COMMENTS: PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS. CERTIFY THAT THIS WA§ PE FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 5 Z'7 o Municipality of Anchorage Development Services Department • BuMEIng Safety DleWon On-S6e Water wd Wadewater 1`107 n 4700 Swat B,aOaw Sl. P.O. Boa 196OW Andtatapa, AK 995196650 www d.andtorelle ak us (907) 343.7904 Soils Log - Percolation Test JAMES AND JENNIFER GLENN Data Pt Perbmwd For Le9aDescV n' LOT 1, TIFFANY TERRACE SUBDIVISION T~d*. 9— 1— 2— 3— a- 5— e- 7— a- 9— 10- If- 12 - 1 -12- 13- 14- IS - 16- 17- Is- III- 20 - 7 -19-20- VEGETATION AND ORGANICS GM - SILTY GRAVEL SM - SILTY SAND GM - SILTY GRAVEL ML - SILT BOTTOM OF HOLE SMALL SEEP Slope ........... ... NET TIME FINISH DEPTH 15' Uj IF VES. AT WHAT DEPTH? 12 1/4" :1 In DRY O 1 3/4" DATE(S): 8-29-06 20 MIN 5-15-07 11" .1 . ...:t:n ........ E OF A( '\\l 1`�--4911H 9* I .............. I............ BRIAN T. HARTEN 9 '• N0. 10068–CE : �Q (1\\�F� RROrESS10N��,�a�� 21, 2006 Site Plan WAS GROUND WATER YES ENCOUNTERED? NET TIME FINISH DEPTH 15' Uj IF VES. AT WHAT DEPTH? 12 1/4" DEPTHTOWATER In DRY AFTER MONITORING? 1 3/4" DATE(S): 8-29-06 20 MIN 5-15-07 DATE STMT DEPTH GROSSnME NET TIME FINISH DEPTH NETDROP 08-21-06 12 1/4" 10 MIN 10 MIN 10 1/2" 1 3/4" 12" 20 MIN 10 MIN 11" 1" 12 1/2" 30 MIN 10 MIN 11 1/4" 1 1/4" 12" 60 MIN 30 MIN 9 1/2" 2 1/2" 12" 90 MIN 30 MIN 9 1/2" 2 1/2" PERCOLATION RATE 12.0 MIN/INCH TEST HOLE UTA. v tlNV nGD) TEST RUN BETWEEN 7.0 FT AND 8.0 FT A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ®NO COMMENTS: THIS DATA IS FOR EXCLUSIVE USE BY BTH CONSTRUCTION, LLC. PERFORMEDBY:BTH CONSTRUCTION. U -C 1. BRIAN T. MAR TEN. CERTIFY F ALLSTATE AND MUNICIPAL GUIDELINES N EFFECT ON THIS DATE: AUGUST 2PERFORMED IN ACCORDANCE WITH9, 2O06 Municipality of Anchorage • -• Development Services Department =< a Building Safety Division .. ' On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519.6650 www.muni.orglonsite (907) 343.7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 0I5 —LI %% Z.I COSA# Gil Cti3 1. GENERAL INFORMATION Expiration Date: 3 Flo e Complete legal description Location (site address) Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address TIFFANY TERRACE, LOT 1 11100 TRAILS END ROAD • ANCHORAGE. AK WILCO CONTRACTORS Day phone 242-5443 16701 RANSOM RIDGE ' ANCHORAGE. AK 99516 Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 5 3. TYPE OF WATER SUPPLY: Individual Well E Individual Water Storage ❑ Community Class Well ❑ Public Water System ❑ Day phone Day phone TYPE OF WASTEWATER DISPOSAL: Individual On-site E Individual Holding tank ❑ Community On-site ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of On -Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an Independent professional civil engineer registered in the State of Alaska. Certificates of On -Site Systems Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On -Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, 1 verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage (les and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm GARNESS ENGINEERING GROUP, Ltd. Phone 337-6179 Address 3701 E. TUDOR ROAD. SUITE 101 • ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Date I I 3a�D9 Engineer's Comments: In conducting this evaluation, GEG, LtD. attempted to provide a thorough, conscientious engineering analysis of the system In accordance with ADEC and MOA DSD Guidelines 8 Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily Identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the solo benefit of the owner listed above. Any reliance upon or use of this report by any other person or party Is not authorized, nor will if confer any legal right whatsoever. 5. DSD SIGNATURE ✓ Approved for s bedrooms. Disapproved. Conditional approval for bedrooms, with the fllowing stipulations: 11,• OFq�y a� ' • ON-SITE WATER AND ; f"= IACTFWATFR �•• PROGRAM Attachments: COSA Checklist"11'111111 Arsenic Advisory Septic System Advisory Maintenance Agreements Well Flow Advisory Supplemental Engineer's Report Nitrat dvisory 1 Other By: Original Certificate Date: (Rev. 11105) Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Legal Description: TIFFANY TERRACE, LOT 1 Parcel ID: 011 — 491 z -12.1 A. WELL DATA Well type PRNATE If A, B, or C provide PWSID# N/A Date completed 6/17/2009 Sanitary seal (Y/N) YES Total depth 185 ft. Cased to 44 ft. Date of test Static water level Well production FROM WELL LOG 6/17/2009 23 ft. WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Arsenic: bLaug./L. B. SEPTIC/HOLDING TANK DATA Well Log (Y/N) YES Wires properly protected (Y/N) YES Casing height (above ground) 24 In. AT INSPECTION ft. g.p.m. NitrateoLt%-1mg./L. Other bacteriay colonies/100 ml. Date of sampie: IL109 Collected by: GEC Ltd. Tank Type/Material SEPTIC/STEEL Date Installed 6/18-19/2009 Tank size 1500 gal. Number of Compartments 2 Cleanouts (Y/N) YES ` Foundation cleanout (YIN) YES Depression over tank (YIN) NO High water alar (Y/N) N/A Date of pumping NEW Pumper C. ABSORPTION FIELD DATA BELOW EXISTING GRADE Date Installed 6/1e-Te/os Soil rating .p.d./ft rft'/bdr) 0_8 System type TRENCH Length 97 (50+47) ft. Width 5 ft. Gravel below pipe 4.06/4.07 fL • 10.74/ Total depth 10.82 ft. Eff. absorption area 970 ft' Monitoring tube YES Depression over field NO Date of adequacy test NEW Results (Pass/Fail) PASS For 5 bedrooms Fluid depth in absorption field before test= in.. Water added=gal. New depth =In. . Elapsed Time: = min. Final fluid depth _ in. Absorption rate >= 750+ g,p,d, - Any re;uvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date - D. LIFT STATION Date installed Size in gallons Manhole/Access (Y/N "Pump on" level at in. "Pump off leve High water alarm level at - in. Cycles tested Meets alarm 8 circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot 100'+ Absorption field on lot 100'+ Public sewer main N/A Sewer /septic service line 25'+ Animal containment areas 50'+ On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout N/A Holding tank N/A Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Absorption field 5'+ Water main N/A Water service line 10'+ Surface water 100'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line e70 Building foundation 10'+ Water main N/A Water service line 10'+ Surface water 1009+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS WAIVER REQUEST LETTER G. ENGINEER'S CERTIFICATION i certify that I have determined through field inspections and O c ! y review of Municipal records that the above systems are In conformance with MOA COSA guidelines In effect on this Y��J date. QO J f A. me Engineers Printed Name JEFFREY A. GARNESS Q �, E-7953 e� 11 /%0 I30 40Q�e it�� 6coov Date D�edPro faIslono4o DDO�oo�oo COSA Fee S_(a ' q Date of Payment 111' 0 1 Receipt Numbern4S237 (Rev. 11/05) . Waiver Fee $ aov Date of Payment 0,16,&q Receipt Number 6 S9 6 fl3 p OC_T-16-2009(FRI)_ IO;SS L LANG AND ASSOCIATES -avow-arm s�idal "L:.' .L6'6il Sl.SOAC I.. r � r n7 �e •Ir t. p } i. ' ry •c'L e \ � r •t (FAX)907522d625 --L----J N O J ,96.611 3,90110.00 N — a n 1 n m 0 =+ P. 001 /001 ff 1Lt m 0 Q X O • x eo oo>rro r 5 e d 3z :;mss w ea • A o � e � 00L • ob0Ecc P azo• -SU EL o c or-�•t o czz� A0 1 aa€Qza e Eo c zcc g_. N a O .•c..00. piw o� t+ oc— -Ea O:° ••��'' cc wO c V O� � �b w nq • trz p ne L�*O•�n e e0 O CtewO0 7 .' c ••c �$nc�'w c EFa aEV,o g`o a _•etc.: • f =w .r' asPe.aE osQ_E� seo L ^ ._ isc0a o s° wqlft$�Jm SCS ReLN 1096243001 PQL Client Name Garncss Engineering Group, Ltd Printed Date/Time Project Name/N Tiffany Terrace LI Collected Date/Time Client Sample ID Tiffany Terrace LI Received Datefrime Matrix Drinking Water Technical Director Sample Remarks: 11/25/2009 8:08 11117/2009 13:10 11/172009 13:55 Stephen C. Ede Pan ctcr Results PQL Units Method Container ID Allowable Limits Prep Analysis Date Date Init Metals by ICP/MS Arsenic ND 5.00 ug/L EP200.8 C (<10) 1120/091124/09 NRD Waters Department Total Nitrate/Niuitc-N 0.187 0.100 mg/L SM204500NO3-F B (<10) 1120/09 LCE Microbiology Laboratory Colony Count 0 coUIOOmL SM209222B A (<200) 11/17/09 DLC TotalColifonn 0 coUl00mL SM209222B A (<I) 11/17/09 DLC Fecal Coliform 0 coUIOOmL SM209222B A (<I) 11/17/09 DLC