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Home My WebLink AboutPIONEER ESTATES BLK 1 LT 5P 'o ioneer: Estates • #051-091-06 Municipality of Anchorage i Development Services Department Building Safety Division ' On -Site Water 8 Wastewater Program, 4700 South Bragaw St.' 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. SW030237 PID Number. 057-091-06 Name: TOM BOHN Wastewater System: ■ New ❑ Upgrade nvdnseNHU : 3 ROCHELL AVENUE * CHUGIAK, AK 99577 ABSORPTION FIELD Phone: No. of Bedrooms: (907) 666-6949 4. ■ Deep Trench O Shollow Trench O Bed OLtound 0Other LEGAL DESCRIPTION see Red": 1.0 aPe/ea. R. Total Depth from engird erods: 10.2 (MAX) R Block: Lot: Subdivision: Depth to Wve eallam Nwn original pad. oreeel depth bneolh Yips: 1 5 PIONEER ESTATES SUBDIVISION 3,18 R 7.02 R Township: Range: Section: M added leave ortoleei oroft Waw bnDac — — — SEE DWG. R 45 R WELL: ■ New ❑ Upgrade craw wkeh: 2.5 Mwnbr er Mlee: 1 Dkrmnw between Enr: — R R CbseHkaaon (Privals, A C : Total Depth: Coed To: Total ebeorpllon ane: Pipe mabrlel: D 3034/ F-810 PRIVATE 69 R 64.33 R 630+ w. R Driller. M—W DRILLING, INC Dab Drilled: 08 04 03 statb rkd.r lwwt 16 krlakw: AKWWC. INC Dab kwtawd: 7/9/2003 R Yield:wmp set st: caelne "eightAbove anurm TANK 40 cPu UNKNOWN R - 2 R SEPARATION DISTANCES ■Septic 13Holding 13S.T.E.P. 0Other To Septic Tank Absorption fteld Lift Station Holding Tank bk/PrNab sewer un.. Np1NdOCt'ar ANCHORAGE TANK CePeei4r b oaf` 1250 From Well too'+ too'+ — — 25'+ uabaai. STEEL NwMr or oomperfinenW 2 Surface water 100'+ too'+ — — — LIFT STATION Lot Llne 5'+ 10'+ — — — ales ti f wanwxbewr: Foundation 5'+ 101+ — — _ p ail lovel at p al: neh eater oke so Curtain Drain NONE KNOW prerw ww. Eleelrleal kwaeeueti pwanned hr Remarks: BENCH MARK Location and Dweryaon: BOTTOM OF TANK ® ST1 Atom— EIMllow 90.52 R ENGINEERS sEAL o,�� •,..... 590 Inspections performed by: AKWWC, INC. Dates: 1st 7/9/2003 2nd 7/10/2003 3rd 7/11/2 //� ey A Gam ss.- Development Services Department Approval 00 c - a .• ,Rai Reviewed and approved by: 0.0 Date: L2 a' ��"Pr00 (Rev. 12/01) Op000° PERMIT NUMBER: AS-BUILT D RAW I N G PARCEL ID NUMBER: SW030237 057-091-06 PC2 Pct A B C ST1 50.28 42.47 71.82 ST2 52.48 48.86 77.8 DBL1 53.85 50.80 79.94 — — — — DBL2 54.62 51.60 80.71 C01 63.02 58.49 87.80 MT1 64.68 58.84 88.25 CO2 73.:8:51 51.45 76.93 / \ MT2 70.51 48.61 74.65 / NEW 1250 GALLON SEPTIC TANK A EXISTING ' FOUR BEDROOM ^� C "� •.".. HOUSE ALTERNAT SITE ,' B ' 6 '. �� :\.. . \ ' TMJ \ ♦ NEW ORAINFIELO \ �`�,•�� / t . •.j;l DATE:op6pQ ..,. 10/31/2003 0 ! ..m �' • ' • ' • �. 4o DRAWN BY: \` ALASKA WATER & WASTEWATER A.J.G. V SCALE: 1 = 40' CONSULTANTS, INC. 1701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE. AK 99507 • PHONE (907)337-6179 • FAX (907)338-3246 . QQQ PREPARED FOR: PHONE NUMBER: PAGE NUMBER: TOM BOHN (907) 688-6949 1 2 OF 3 ey Go S.. O Q g, '•, CE 7953PIONEE•' :� LEGAL DESCRIPTION: ESTATES SUBDIVISION; LOT 5, BLOCKI, X04 4°aprOr°8Dt0^O\�� TYPE oo woRR AS-BUILT DRAWING OF SEPTIC SYSTEM UPGRADE �4ppp00000 PERMITNUMBER: AS -BUILT DRAWING PARCEL .D NUMBER: SWO SW03020237 057-091-06 FINAL GRADE - 100.27 TOP OF TANK AT INLET - 95.39--f 5.39/—TOP OF TANK AT / OUTLET - 95.37 1 INVERT OF BUNG NEW 1250 GALLON AT INLET - 94.77 SEPTIC TANK INVERT OF BUNG AT OUTLET ffi 94.57 RELATIVE ELEVATION - 79.42 (TH DRY) 99.15j� f� —ORIGINAL GRADE 97.42 u � ®HIGH POINT .TER FABRIC INVERT OF PIPE - 94.24 (AVG) BOTTOM OF :NCH - 87.22 (AVG) 10/31/20 WN BY: ALASKA `'NATER &INC. I VIS M.E.W CONSULTANTS, INC. I 3701 E. TUDOR ROAD, SUITE 101 • ANCHORAGE, AK 99507 ` PHONE (907),357-0179 • FAX (907)338-3246 1„ — 40, PREPARED FOR: PHONE NUMBER: IPAGE NUMBER: TOM BOHN (907) 688-6949 1 3 OF 3 LEGAL DESCRIPTION: PIONEER ESTATES SUBDIVISION; LOT 5, BLOCKI TYPE OF WORK: AS -BUILT PROFILE DRAWING OF SEPTIC SYSTEM UPGRADE Jef re A. Garn s.' e C —79 M -W trilling, Inc. *P.O. Box 110378#Anchorage, AK 99511♦ ♦907-345-4000 ♦ 907-345-3287 Fax* Job No.: 03-168 Project No.: N/A Pennit No. SWO30237 • Well Owner: _ ♦Legal Description: Groundwater WeUAs Built & LoQ Tom Constriction *Hole Depth: 69' ♦Casing Size. 6" ♦Cased To: *DrX Medtod. Air Rotary ♦ Use of Well: Domestic 5 64.33' *Material: A 53 Steel Perf. *wen Completion- Open end X Screen _ Perforated _ Method: *ScrewlPerforadon description: None *GroutNotes. (1) Sack- No. 8 bentonite granules ♦ Notes: ♦Wen Development: Method: Airsurge Notes. *Static water feud (SWL) 16' (above) (below) top of easing (TOC)• ♦ Wellyield test at 40 gallons per minute (GPM)1for 1 hours With 1000/a of drawdown (DD) from stalk kw1(SWL). #Method Air lift *Date of compkdon. 04 August 2003 *Pomp lnstan: Well Los Depth in feet from top of easing. Details of formations penetrated, size of material, color and hardness. 0 TO 2 Casing stickup 2 TO 37 Sand vel: cobble 37 TO 42 Sand: dam 42 TO 52 Gravel: medium, silty/ sand 52 TO 62 Bedrock: /black, siltstone ar 'llite, fractured, highly weathered 62 TO 66 As above: wet 66 TO 69 Gravelly clay: gray TO TO TO TO TO TO TO �. TO TO TO CertUla814 dt 978 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water &Wastewater Program 4700 South Bragew Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ONSITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Jul 08, 2003 Expiration Date: Jul 07, 2004 Permit Number: SW030237 Parcel ID: 057-091-06 Legal Description:fil!"bneer"EsTa'les $lock 'f - L6151 Design Engineer: 0041 AK Water & Wastewater Consultan, Site Address: Rochell Avenue Owner Name: Tom Bohn Lot Size: 105011 SQ. FT. Owner Address: Rochell Ave. Total Bedrooms: 4 Permit Bedrooms: 4 Chugiak , A 99577 - 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 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: 7-10-03 / Issued By: .� Date: f - Municipality of Anchorage • '� Development Services Department Building Safety Division r, On -Site Water & Wastewater Program 4700 South Bragaw SL P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.sk.us (907)343-7904 ON—SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. �� 7- 0 91 — n (a Permit Number 03 o a 3 7 Property owner(s) TOM BOHN Day phone 688-6949 Mailing address (1) ROCHELL AVENUE ' CHUGIAK AK r'', Mailing address (2) Zip Code 99577 Legal description (Lot, Block & Sub'd.) LOT 5 BLOCK 1 • PIONEER ESTATES SUBDIVISION Legal description (Section, Township & Range) N/A Lot Size 10 $E t0 f 1 Acres/Sq.Ft. Number of Bedrooms 4 THIS APPLICATION IS FOR: 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. ALASKA WATER do WASTEWATER CONSULTANTS INC. Permit Fees: � 55o'+ 150 � j'1D0 Date of Payment: 71 � $ <0 Receipt Number: 55 r� 1 "12— Waiver Fees, Date of Payment: Receipt Number: ALASKA WATER & WASTEWA�I'1t11i CONSULTANTS, INC. July 7, 2003 Municipality of Anchorage Development Service Department Building Safety Division On -Site Water & Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 Ref: Proposed Well and Septic System for Lot 5, Block 1, Pioneer Estates Subdivision To whom it may concern: The proposed 4 bedroom house is will be served by a private well and septic system. Two testholes were dug on the property. The septic system will be designed around the 30 foot radius of these test holes. We are proposing that a 1250 gallon septic tank and also a deep trench type drainfield be installed. Comments regarding the design are summarized as follows: 1. SOILS: See the attached log which shows the soil classifications, groundwater monitoring, and the percolation test results. It is our opinion that due to the overall appearance of the soils, an application rate of 1.0 gallons/day/ft2 should be used. 2. TRENCH DESIGN: a. Percolation Rate: <1 & <1 minutes/inch b. Proposed Application Rate: 1.0 gallons/day/ftZ c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 600 ft2 f. Total Depth: 10.5 feet (max.) g. Effective Depth: 7 feet h. Width: 2.5 feet i. Reduction Factor: N/A j. Minimum Length: 45 feet total length k. Effective absorption area = 630 ftZ 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 4. TOPOGRAPHY: As can be seen on the attached site plan, the average topography in the area of the proposed drainfield is a 15-20 percent slope running approximately northeast to southwest. In short, there are no slope concerns. 3701 E. Tudor Road, Suite 101 ' Anchorage, AK 99507 Ph: (907) 337-6179' Fax: (907) 338-3246 + Website: akwwc.com I am 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. A .E., M.S. NOTE: Attached is a site plan drawing, a design drawing, two soils log, 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 . Fax: (907) 338-3246' Website: akwwc.com PROPOSED sEPTK7 SYSTEM (SEE DESIGN PACE 2 OF 2) PIONEER EST. 5/1); LOT 4, BLOCK 1. 610 PIONEER EST. S/D; LOT 4. BLOCK 2. TH/2+ UNSUBDIVIDED ALTERNATE SITE PIONEER EST. 5/D; LOT 5, BLOCK2, Y^/ 7 1 I I I 1 I BREWINCTON S/D; TRACT D-1, 6e- BREININGTON S/D; TRACT D-2, ALASKA WATER & WASTEWATER C.J.G. CONSULTANT9rINC. 1 e — loo,""' ' � 3761 E. TUDOR ROAD. SUITE 101 • ANCHORAGE AK 99507 •PHONE (907 57-6179 • FA% 907 SSB -3246 i' PREPARED FOR PHONE NUMBER: PACE NUMBER: ... •, TOM BOHN 688-6949 1 OF 1 QA ., f y. ss: j LEGAL DESCRIPTION: y, • E 7953 ° `> PIONEER ESTATES SUBDIVISION; LOT 5, BLOCK 1, V' ^e TYPE OF WORK: a o professl0o.-r, SITE PLAN FOR PROPOSED WELL AND SEPTIC SYSTEM LOCATION �E�ap l. LL FOUNDATION CLEANOUT •+� POSED 4 BEDROOM 77 1 HOUSE ALTERNATE SITE •.:,'�•,�+ -PROPOSED DRNNFIELD. EXCAVATE A TRENCH _•• ''• / / THAT ISH• -FEET DEEP MAXIMUM BY 2.5 FEET': "• "� MADE BY 45 FEET LONG. ADD 7 FEET OF ' • — WASHED TRENCH PARALLEL TO SLOPE CONTOURS. _ 7 C.J.G. ALASKA WATER & WASTEWATER SCALE: CONSULTANTS, INC. 1 � = 40` 5701 E. TUDOR ROAD, SUITE 101 •ANCHORAGE. AN 99501 • PNONE (907)337-6179 •FAX (907)338-3246 PAGE NUMBER: REPARED FOR: PHONE NUMBER: TOM BOHN 688-6949 2 OF 2 EGAL DESCRIPTION: PIONEER ESTATES SUDVISION; LOT 5, BLOCK 1, YPE OF WORK: DESIGN FOR PROPOSED WELL AND SEPTIC SYSTEM LOCATION j.'Ji'. GOm73 ....... •' • Gt.Q� ALASKA WATER & WASTEWATER cj ,71 CONSULTANTS, INC. $ .......... ...... ....... SOIL LOG — PERCOLATION TEST 1r ; ss.- LEGAL srLEGAL DESCRIPTION' PIONEER ESTATES SUBDIVISION; LOT 5, BLOCK 1 s E 7953 .•' Fe` PERFORMED FOR: TOM BOHN DATE' 8/27/2003 QOno YQf Ec4�� tE z—.: ORGANICS �OpO�°fesS10 1eO EST HOLE 1 Op�oo mor: 2 3 A 6 16 DATE DRY 6/27/2003 •. 7/8/20 11:45 GP—GM to " =00 11:48 3 mum • 6- 3 111111111 # [ - 6- MOM, 4 11:523 0' 6- 5 11:53 — 6" — 6 11:56 3 0" 6 - 12- 2 16 17 18 DEPTH TO GROUNDWATER DATE DRY 6/27/2003 •. 7/8/20 11:45 111111111 �IINII — =00 11:48 3 mum • 6- 3 111111111 # [ - 6- MOM, 4 11:523 0' 6- 5 DEPTH TO GROUNDWATER DATE DRY 6/27/2003 DRY 7/8/20 11:45 — 6- — DATE READING CLOCK TIME NET TIME (MINUTES) 'WATER LEVEL READING NET DROP (INCHES) 6/30/2 1 11:45 — 6- — 2 11:48 3 0' 6- 3 11:49 — 6- — 4 11:523 0' 6- 5 11:53 — 6" — 6 11:56 3 0" 6 - PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. b UN(-HtS) 19 TEST RUN BETWEEN 4.5 FT. AND 5.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ENO SOILS LOGGED BY: CALEB GALL PERCOLATION TEST PERFORMED BY NICK HEITSTUMAN COMMENTS: THE INSRu SOILS cunt u n err ee a eenln FlI TFR PERFORMED BY AKWWC, INC. 1. JEFFREY A. GARNESS, CERTIFY THAT THIS W ERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 0 ALASKA W2 3TEWATKR IlUIL LUU — rcrt%.vu+i w'l ' w, i LEGAL DESCRIPTION: PIONEER ESTATES SUBDIVISION; LOT 5, BLOCK 1 PERFORMED FOR: TOM BORN DATE: 6/27/2003 D(t et—tORGANICS TEST HOLE 2 P-11 M 11 2 3 6- 7- 8' 9• 10. 11 12 13 14 15 16 17 GP -GM T9 DEPTH TO DATE GROUNDWATER DRY 6/27/2003 DRY 7/8/ 7 TH/l+ + TH#7 SITE PLA 1'- 100' DATE READING CLOCK NET TIME WATER LEVEL TIME (MINUTES) READING NET DROP (INCHES) IIIIIIIII 1 �III!11 N,NN� 2 11:21 3 0. • 9y20�yy 111111111 11:21 — 6- tfYY ��zzi 4 lt4ltt VIM,, • 5 11:24 — 6- DEPTH TO DATE GROUNDWATER DRY 6/27/2003 DRY 7/8/ 7 TH/l+ + TH#7 SITE PLA 1'- 100' DATE READING CLOCK NET TIME WATER LEVEL TIME (MINUTES) READING NET DROP (INCHES) 6/30 2003 1 11:18 — 6- 2 11:21 3 0. 6- 3 11:21 — 6- — 4 11:24 3 0. 6- 5 11:24 — 6- — 6 11:27 3 0' 6 - PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. o (INI.YICJ) 18 TEST RUN BETWEEN 4.5 FT. AND 5.0 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ONO SOILS LOGGED BY: SUSAN OSWALT PERCOLATION TEST PERFORMED BY: NICK HEITSTUMAN COMMENTS: THE INSITU SOILS SHOULD err AS s SAND FILTER PERFORMED BY AKWWC, INC. I, JEFFREY A. GARNESS, CERTIFY THAT THIS W S tERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE VSO