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Home My WebLink AboutT15N R1W SEC 8 LT 153T15N RlW SEC 8 Lot 153 #051-154-34 Municipality of Anchorage r Development Services Department _ Building Safety Division 4700 South Bragaw St.Cs99;L Onsite Water 8 Wastewater Program, P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 Pogo 1 of 3 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number. SW050116 PID Number. 051-154-34 Narne•TED KIMZEY Wastewater System: ■ New ❑ Upgrade Address: 7051 HYATT DRIVE a ANCHORAGE, AK 99507 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 344-3349 3 0Deep Trench 0Shallow Trench ■Bed 0Wound 0Other LEGAL DESCRIPTION s" Ram` 0.5 Tam ops hon,SSE DWG. on/se. rL R Block: lot Subdivision: Depth Is, also bottom can alrkrel erode peel d,pth besaN Pkv 0.5+ — 153 — SEE DWG. a n. Township: T1 5N Range: R1W Section: 8 no eaa.d .bI er%l W an a DWG. ua..l kvpM: 2 ® 30 SEE n rL ara.el wknn: Nrnier a sees M Dketsan Paso WELL: [3New [3 Upgrade 15 R 6 5 n. Closlnoatbn Promo* A&C . ToolCsd TV A Told ebewptl n arse Plpe ml D 3034/ F-810 r+ R n 900 so. it stow waw Laval; R kwto%,. Dob hwt~ GREEN 8/1/2005 OrMsr: V Doo ll) b : `Y .G.JENERAL TANK rlm CPM FL R SEPARATION DISTANCES ClSeptia ClHolding ■S.T.E.P. 0Other To Septic Tank Absorptbn Fbld lNt Station Haidinq Tank /Pttvab sewer Lkpe Maai1°ab'a' ANCHORAGE TANK 009004 b �` 1250 rre Well 100'+ 1000+ 100'+ — 25'+ STEEL w 2 Surface Water 100'+ 100'+ 100'+ — — LIFT STATION Lot line 5'+ 106+ 5'+ — — Sts In - - 1250 Nk;W«tW;. ANCHORAGE TANK W level a: W.* at l00 wrier slam at: Foundation 5'+ 10'+ 5'+ — — 41" 1 41" 1 45" P1sp Make •ModsE DecNlsl kwvsaaarw Peawrsd ►n Curtain Drain NONE KNOW /20 051 05 HH RISING SON Remarks: DRAINFIELDS TO BE TOPSOILED AND SEEDED BENCH MARK Laeaaon and D..Vb e IN SPRING OF 2006 TOP OF MANHOLE As,wr.d D.volwre 91.77 n ENa1NEE SEAL * .........* Inspections performed by: GEG, Ltd. Dates: 1st 7/28/2005 2nd 7/29/2005 3rd 8/i/2005 �Q t frey amess.: Development Services Department Approval . ap�� .. i�S�d Reviewed and approved by DaterDOS°professta^°�a� 440000�� (Mv. 12/01) PERMrrNUMBER: AS—BUILT DRAWING PARCEL ID051-1 "UMBER: SW0 - SW050116 051-154-34 Afff TH#4+ NEW 1250 GALLON S.T.E.P. TANK STI 25.1 13.9 ST2 29.8 19.5 MH 31.8 21.6 M71 36.6 36.9 MT2 32.9 373 M73 623 64.5 M74 59.8 64.3 MTS 35.7 45.3 MTB 40.1 51.6 MA 62.6 70.3 MTS 85.5 74.5 SfTE EXISITNG WELL 1 I 100' WELL RADIA I I I I ;1;�V-WLM / TH11+ TH/2+ GARNESS ENGINEERING GROUP, Ltd. p°°;?' CONSULTANTS i GENERAL CONTRACTORS Q"'"' m+ c ttoa ■ota ten[ tot • rowat. M< otear • ntor 00037- 1" • W ho�,vratw • � ..w ww PREPARED FOR: PHONE NUMBER: PACE NUMBER: ••• TED KIMZEY 344-3349 2 OF 3 Q •y LEGAL DESCRIPTION: DRAWN BY: QO°G T15N, RiW, SECTION S. LOT 153, SE4, B.F.M. TWE OF WORK: wT• AS—BUILT FOR NEW SEPTIC SYSTEM 12/5/2005 (R.. OWS) e eY ••••• fI1659,: •• C1E-7953 -" : I I'�Ia 6.•• �cq�O PERMITNUMBER: AS—BUILT DRAWING PARCEL INUMBER: SW0 — SW050116 051-11 54-34 FINAL GRADE - 91.0 INSULATION STI ST2 MH TOP OF TANK /'' TOP OF TANK AT INLET - 87.3 / AT OUTLET - 87.3 INVERT OF BUNG AT INLET - 86.81 UPPER DRAINFIELD FINAL GRADE 100.4-100.6 ORIGINAL GRADE 9Z4-98.1 INV. OF DISTRIBUTION UNE 98.5 TOP OF SAND FILTER 95.3 BOTTOM OF BED 95.2-95.8 NEW 1250 GALLON S.T.E.P. TANK FINAL GRADE (TO BE TOPSOILED AND SEEDED IN THE SPRING OF 2006) INSULATION FABRIC LOWER DRAINFIELD FINAL GRADE 98.4-98.6 ORIGINAL GRADE 94.8-95.8 INV. OF DISTRIBUTION UNE 96.1 TOP OF SAND FILTER 95.3 BOTTOM OF BED 92.5-93.3 OF SAND FILTER •!•; •.a., .`'• °•..61.O.A APPROVED;' ., •tZ- .!•; ,t• ;� �,'• i-:' " SAND FILTER ..e. i'• R t. BOTTOM OF BED `INVERT OF DISTRIBUTION UNE X00 o O . ^ of GARNESS ENGINEERING GROUPa Ltd. p �• �, CONSULTANTS i GENERAL CONTRACTORS �••••• .. .. ......• ............ an, L nnan ,n+0. fort 10, Fm (foa}ufaf•f • Av,[ w. M•rMlti•�.Y.,.. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: .••• ••• • •......•••••• TED KIMZEY 344-3349 3 OF 3 Q Frey A. GGrness.: LEGAL DESCRIPTION: DRAWN BY: Q ° C —7 53 T15N, R1W, SECTION 8, LOT 153, SE4, B.F.M. �� s�O' •!$�0.6 °P�o laaalo6°ao TYPE OF WORK: HT11/3n/• AS—B2005UILT FOR PROFILE DRAWING Rw. Qlm) on Jan 04 2006 12:46PM HP LASERJET FRX 622-6777 P.1 Rising bon Electric. Inc. 14916 \Voodland Drive 3 41 ' %r�► Eagle River. AIC 99577 (907) 622-6777 January 5, 2006 Games Engineering Group, Inc. 3701 E. Tudor Road, Suite 101 Anchorage, AK 99507 Re: T15NR1W Sec 8 L153 Dear Kris: The lift station at the above referenced property has been wired In accordance with NEC and State/Local codes. Thank you. Sincerely, Kevin S. Hornbuckle, Owner Administrator License Number 1284 Specialty Contractor License Number 27285 I 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 PERMIT Initial Date Issued: May 11, 2005 Expiration Date: May 11, 2006 Permit Number: SWO50116 Parcel ID: 051-154-34 Legal Description: T15N R1 W SEC 8 SUBDIVISION LOT 153 Design Engineer: 0855 Gayness Engineering Group, LTD Site Address: NHN UPPER BOWERY LANE Owner Name: TED KIMZEY Lot Size: 108900 SO. FT. Owner Address: NHN UPPER BOWERY LANE Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE. AK 99507 - This permit is for the construction of: Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations (18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3_ The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. Received By. Issued Date: S -i Date: I1 O 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.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 057/:RL 3�1 Permit Number Property owner(s) TED KIMM Day phone 344-3349 Ma1illiing address (1) 7051 HYATT Donis • ANCHORAGE, AK tU M61149address (2) NoA L�r ��l lri� U R �/ P ' `t Zip Code 99507 Legal description (Lot, Block & Sub'd.) T15N RIW SECTION 8. 5E=1it LOT 153. Legal description (Section, Township & Range) N/A Lot Size 169, 96_QAcr q.Ft. Number of Bedrooms 3 THIS APPLICATION IS FOR: ❑ Sewer Only � Well Only 1:1 Sewer and Well ❑ Water Storage Sewer Upgrade ❑ THIS PROPERTY CONTAINS: El Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit Therapy Pool ❑ Certify that the above Information is correct. I further certify that this application is being made fora Single Family Dwelling and is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP Ltd. Permit Fees: L6 ' 111 Date of Payment: /b� Receipt Number. &?D31 F�I Waiver Fees' Date of Payment: Receipt Number: GA,RNESS ENGINEERING GRO u F2 Ltd. CONSULTANTS & GENERAL CONTRACTORS April 21, 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 System for T15N, R1W, SE 1/4, Section 8; Lot 153, To whom it may concern: The proposed 3 bedroom house will be served by a private septic system and an existing well. We propose that a new 1250 gallon S.T.E.P. tank and dual bed type drainfield be installed. Four test holes where excavated on the property. The dminfield will be designed around the 30 foot radius of test holes #3 and #4. 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 dminfield 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 in the area of the drainfield is a 5-10 percent slope running approximately north to south. We are unaware of any adverse impacts with the granting of this waiver would create. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have any Auestions, please contact us at 337-6179. Thank you for your assistance. P.E., M.S. NOTE: Attached is a site plan drawing, a design drawing, a detail drawing, and a one soil log, which are all part of the design package for this septic system. (Contact G.E.G. Ltd. for 7 page construction specification letter.) 3701 E. Tudor Road, Suite 101 ' Anchorage, AK 99507 Ph: (907) 337-6179' Fax: (907) 338-3246Website: gamcssengineering.com AR /T15N. R1W. SECDOA gl �1 T15N, R1W, SECOON B.LOT 152 W I =- -oj �-, 3I / Of I l WI L------ 715N, R1W, SECTION S. LOT 154 �1 RANIK I / O_ / ILI / DaSITNO WELL \ I PROPOSED RADIUS , I TH/1+ )P 100 I I r I/ +T, / / I 1 4 d 715N, R1W, SECTION S. LOT 154 �1 RANIK I / O_ / ILI / DaSITNO WELL \ I PROPOSED RADIUS , I TH/1+ )P 100 I I r I/ d 1 ; PROPOSED TH12 + 3 BEDROOM HOUSE = I n N I T15N, R1W. SECDON 8. LOT 183 715N. R1W, SECT)ON B. SLOT 184 C;iq.� GARNESS ENGINEERING GROUP, Ltd. "r CONSULTANTS & GENERAL CONTRACTORS � prof C TOM IIUO. tl�l[ rot NLIL'AIYi. Mt MlO1 ROI[q3vAln • w N vamm a PREPARED FOR; PHONE NUMBER: PACEw, NUMBER: Q•.. , TED KINZEY 344-33491 OF 1 e DRAWN LEGAL DESCR)PTKNL• BY; QO� T15N, R1W, SECTION 8, LOT 153 R.A.L 0� DATE: TYPE OF WORK: 4/21/2005 SITE PLAN FOR PROPOSED SEPTIC SYTEM )Rw. 0105) r--- 13 r UT— — — TH#4+ PROPOSED DRAINFIELD kq PROPOSED 1250 GALLON S.T.E.P. TANK NUMBER OF BEDRCOWS.3 GALLONS PER DAY (CPO): 450 PERCOLATION RATE/S: 5 & 6 MIN./INCH PROPOSED APPLICATION RATE.O.5 MINIMUM DRAINFIELD SQ.FT.:900 MAXIMUM DEPTH:2.25 FEET WIDTH: 15 FEET LDtmm:eo FEET TOTAL (2 0 30 FEET) M.O.& APPROVED SAND FILTCR:2 FEET EFFECTIVE: 0.5 REDUCTION &�g N/A ACTUAL SO.FT-' 900 TARIKA AVENUE SITE EXISITING WELL PROPOSED PROPOSED 3 BEDROOM SHOP HOUSE i. LL kTION TH11 + TH#2+ NOTE: THE CONTRACTOR SHALL HAVE THE NORTH AND WEST LOT LINES FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS =1 L TAoO IMI. wn 101 - MDOWL w sm? • "a pw)wIn - m cwr)Xv�" PREPARED FOR: PHONE NUMBER:—PAGE NUMBER: TED KINZEY 344-3349 T 2 OF 3 AL DESCRIPTION: T15N, RlW, SECTION 8, LOT 153 OF WORK: ESIGN FOR PROPOSED SEPTIC (R". 0145) R.A.L. 1/2005 ..................... ey A. Comess.- CE -7973 44' ------------------- 2swr0-1 ►rt • O� NOTE: THE END OF �, EACH DISTRIBUTION '1 J! UNE MUST BE CAPPED. I 2.5• ,O►rt ---------------- no — THE DISTRIBUTION LINES ARE 1.25 INCH PVC WITH 1/B INCH HOLES SPACED 25 INCHES ON CENTER. (12 HOLES PER LATERALP2 HOLES ----- TOTAL -- 2.S' 1 I _ - J� i ---------! z.s• OE•rr--------- �2, I I 1 GRADE f -INSULATION FILTER FABRIC .',• ;•it�'•t:APPROVED •. .. .• ... , . a' .>.• •.; � .: MAX. )•FILTER'.is ..s,,"�: ;i.`:.j i. •.:'4��r: :.. .: —THE DISTRIBUTION LINES ARE 1.25 INCH PVC WrrH 1/8 ON CUM. (1( HOLES�P RES TERALn2 CH HOLES SPACED 25INCH MHOLES GARNESS ENGINEERING GROUP, Ltd.p: CONSULTANTS & GENERAL CONTRACTORS D rot L lUoa NMB. o 101 . AMOOMOL Yt M�o1 • r,ct[ ('OrW otw • W (<p*&1 " • �onD P4/21/2005 PREPARED FOR PHONE NUMBER: PACE TED KINZEY 344-3349 3 LEGAL DESCRIPTION: T15N, R1W, SECTION8, LOT 153TYPE OF WORK: _�.. . w nnnru r (Ft". L. ...... '• 0A. OfBE99: 1 53 .d1 GARNESS ENGINEERING GROUP, Ltd. G,:• 4 9 CONSULTANTS 6 GENERAL CONTRACTORS ..... .......... I01 L Wom WA Km 101 • A moRfG[. A& faw•100mc -11 • N SOIL LOG --PERCOLATION TEST . .... ................ 1 r y Go ness:' LEGAL DESCRIPTION: T15N, RIW, SE 1 4, SECTION 8• LOT 153 e • •. E-79 J•�4,' PERFORMED FOR: TED KIMSEY w (i ec vat^ ORGANICS EST HOLE 7171 Uq mm INN •. • IIIIIIIII 111141 ��0i y/N UNIN GROJt, 111111111 RRO Wzzz }1fit1; '�id.B • ICROUNDWATER I DATE I IANIKA AVLINVr- gH#3 1 I N I ,I,TH#4 TH# TH#V DATE READING CDROP LOCKNET TIME W EL NET (MINUTE) READING (INCHES) GROJt, VE t0 EO O QF-R� a0'( NOS' z0 PERCOLATION RATE — (MIN./INCH) PERC. HOLE VIA. — McHcw iv 11I _ JI1 TEST RLIN BETWEEN FT. AND FT. 20 A FOUR H011F2 PRESOAK WAS PERFORMED: ❑YES NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: COMMENTS: TEST HOLE UNSUITABLE FOR ON—SITE SEPTIC SYSTEM. PERFORMEDA�AND MUNICIPAL JEFFREY GUIDELINES NN EFFECT ON THIS DATE: W� Z Z p �ED IN ACCORDANCE GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS �— SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION: T15N RIW SE 1/4 SECTION 8; LOT 153 PERFORMED FOR: TED KIMSEY Di (feet) ORGANICS TEST HOLE #3 1 anew LOAM 2 3 4 5 GM/', 6 7 8 9 10 11 12- 13- 14 21314 15 16 17- 18- 19- 20— Ta 7181920 r IC,ROUNDWATERI DATE I _7953 IAKIKA /AV H#3 \ 11 Loo' WELL RADIUS N TH#4 j � f TH#I,I TH114 DATE READING ••N NET (MINUTEME S) wATER READING EL 31191 4/20/2005 1 3:43 — 6- urs. 4:13 30 1 2' Milli 3 4:13 — IC,ROUNDWATERI DATE I _7953 IAKIKA /AV H#3 \ 11 Loo' WELL RADIUS N TH#4 j � f TH#I,I TH114 DATE READING CLOCK T ME NET (MINUTEME S) wATER READING EL (E CH 4/20/2005 1 3:43 — 6- 2 4:13 30 1 2' 5 1/2- 3 4:13 — 6. — 4 4:43 30 1' 5- 5 4:43 — 6• — 6 5:13 10 1. 5 - PERCOLATION RATE 6 (MIN./INCH) PERU-. HULL UTA. o �uwn�ai TEST RUN BETWEEN 2 FT. AND 2.5 FT. A FOUR HOUR PRESOAK WAS PERFORMED: YES ❑ NO JODY MAUS SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: COMMENTS: PERFORMED BY GEC, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WASERMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: GARNESS ENGINEERING GROUP, Ltd.: y� CONSULTANTS & GENERAL CONTRACTORS .. ..... ............ m, L Tuw* -•tn • m Iraqw . •vane v+•^' SOIL LOG — PERCOLATION TEST ... . • • ............• LEGAL DESCRIPTION- T15N, RIW, SE 1/4, SECTION 8: LOT 153 a J.f CE— 3 mess.- �C ai I PERFORMED FOR: TED KIMSEY DATE: 4 20 2005 1Y4 J5 � r —_ ORGANICS ,e IIIIIIIII 11.11191 1 _—_— epi. LOAM 2- 2 111111111 30 0. 3- 3aGM/SM it f111; 9'.48. • — 6. 4— 4 4:44 30 0. 6' 5 4:44 — 6. 6 5:14 10 0. 6' GM/SM 6 7- 8 9 10 11 B.O.H. 12 13 14 15 16 17 EST HOLE DATE READING CLOCK (MEN TIE) � IIIIIIIII 11.11191 %//% ' � KOO* MUIR• 2 111111111 30 0. 6' it f111; 9'.48. • — 6. DATE READING CLOCK (MEN TIE) WATER READING LEVEL NET DROP (INCHES) 4 20 2005 1 3:44 — 6. 2 4:14 30 0. 6' 3 4:14 — 6. — 4 4:44 30 0. 6' 5 4:44 — 6. 6 5:14 10 0. 6' PERCOLATION RATE 5 (MIN./IN(_H) rrm,-. nu�u w- 19 TEST RUN BETWEEN 2 FT. AND 2.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: N YES ONO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: PERFORMED BY GEG. Ltd. I. JEFFREY A. GARNESS. CERTIFY THAT THIS WAS )E FORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: