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Home My WebLink AboutT12N R3W SEC 33 LT 142 E2TI 2N R3W Sec 33 Lot 142 E2 #018-292-05 1 Municipality of Anchorage _ ,a 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 Page 1 of 3 On-Site Wastewater Disposal System and/or Well Inspection Report SW060169 PID Number: 018-292-05 Permit Number. Wastewater System: ❑ New ■ Upgrade Name:IRMA CLARK Address: 2840 PORCUPINE TRAIL a ANCHORAGE, AK 99516 ABSORPTION FIELD Phone: No. of Bedrooms: 3 Mosel, Trench O Shallot Trench O Deed OAlound OOlher (907) 345-0817 LEGAL DESCRIPTION Sar Nava: Tad Depth from a41nd woo 1.2 Coon,. R SEE DWG. R 91ock: Lot: Subdivision: Depth to Sipe bcttan ,Dere aNWad gmde: arrnl depth beneah pipe: 6 — 142 E2 — SEE DWG. R R Township: 12N Range: 3W Section: 33 n sedad above algind 9ro - SEE DWG. R Ghn* Won: 42 R crawl Death: Nanlr a bra: aaaaa. wl...a w.: WELL:❑ New ❑ Upgrade 2.5 rL 1 — R Gbartaaton p,iMe, A.8.0: Tad Ca..d Ta:lapocn rata obeerptbn step: 480 P�De n.et D 3034/ F-810 n. rL so. R Drd - we brWa: Slake Maar Level: Mohr. Data MaMk GEG Ltd. 6/28/2006 ` J\S��iG R TANK panp sat M: ca," "M Apoa c oared: Vtl R R SEPARATION DISTANCES aSeptic 0Holding 0S.T.E.P. 0Other \NG cepee.ty In 9w ToIlawloclaa: Septic Absorption Uft Holding bk/Prlwta Sewer Lima From Tank Field Station Tank that«b: G Nw.�w a a«rwarNr»ao: Well — 100'+ — — 25'+ Surface water — 100'+ — — — LIFT STATION Sae In ,oder: Yanaraet..r: Lot Une — 10'+ — — — an IoM of vaq NI aL Ikyh molar Nam at Foundation — 10'+ — — — ►urV Iloaa cedr" lnapectwho pMamW der• Curtain Drain NONE KNOWN BENCH MARK Remarks: INTEGRITY OF EXISTING SEPTIC TANK WAS Wooton and peevipten: TOP OF CONCRETE PAD ® CORNER OF HOUSE VERIFIED. OLD DRAINFIELD WAS ABANDONED PER THE UPC. A.�.a.d 100.00 R ' ENGINEEWS ll Inspections performed by: GEG, Ltd. Dates: 1St 6/28/2006 oo�Do 2nd gS;4p0 3rd Development Services Department Approval 0'?.•• • ••••• •••••••..... - �� 0 Reviewed and approved by: Date: "f � rness�•�O CE— 3 ' �O cao00 Reviewed and approved by: !/� Date: Z' 2 �"0� 6 O�°p�oless}a^ o� 0400000 (s«. e/oa) PERMIT NUMBER: AS—BUILT DRAWING PARCEL ID NUMBER: I SWO60169 018-292-05 rA I B—I ST1 30.5 29.3 DELI 38.4 34.7 DBL2 1 37.7 1 35.9 C01 63.5 1 64.1 MTI 1 92.1 93.2 CO2 1102.5 1104.2 I I 1 I I 1 -- 1 T12N R3W SEC. 33. LOT 142 E113' OF W230' - EXISTING 3 BEDROOM HOUSE •OBL1@2 EXISTING 1000 GALLON CONCRETE SEPTIC TANK. GREE INTEGRITY VERIFlED I OUS I 1 1 GO 11 �n 11 � II 11 � II Il � II 11 i I I 1 MT1 / II 11 / II� / IITM/1 G 2 / U / / / / ALTERNATE SITE NEW ORAINFlELD 4 I 1 I I I I \\ I I I�/ \%/ I I I I I I I I I I I I I I I I I I I I i I I I I I I i mNGARNESS ENGINEERING GROUP, Ltd. p T� CONSULTANTS S GENERAL CONTRACTORS " "' '...... )AI L TAM OOIO. RA[ 101 • Mt1W.C[. /K MOM •Apt (p1A151- 111 • VIA (WYAW N • w.r Nmw PREPARED FOR: PHONE NUMBER: PAGE NUMBER: IRMA CLARK 345-0817 2 OF 3 Q m '•�e ess: NI CE -7953 LEGAL DESCRIPTION: DRAWN B F.M. �44 ''•/'.7�A` Foc TYPE OF WORK: �G T12N, R3W1 SEC. 33, LOT 142 E2 DATE. QOprofess 4OpoOOoo,�' AS—BUILT DRAWING OF SEPTIC SYSTEM UPGRADE 7/7/2006 (R".01105) PERMIT NUMBER: PARCEL ID NUMBER: cw�r�,ra AS—BUILT DRAWING 018-292-05 FINAL GRADE - 99.60-99.99 ORIGINAL GRADE 99.20-100.20 FABRIC INVERT OF PIPE - 96.22 BOTTOM OF TRENCH - 90.20 - RELATIVE ELEVATION OF BOTTOM OF TEST HOLE - 82.70 (NO H20) GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS& GENERAL CONTRACTOR '•••' ••• •••••* 1]01 L TOM VOID. POC 101 .IOIOMR. Mf N]O)' /110i[ 1101W1-I1T IY (gI)SY-1]N qv2 w..p''-FPa-. PREPARED FOR: PHONE NUMBER: PACE NUMBER: 0 • Q """ ess'••J a A. Ga ess: IRMA CLARK 345-0817 3 OF 3 O E-79 3 :c LEGAL DESCRIPTION: DRAWN BY: QO�� ' . SFO T12N. R3W. SEC. 33. LOT 142 E2 B.F.M. Odea ed'?I?/. 0 oo� 6 TYPE OF WORK: �7 7 2005 0 00� PROFILE DRAWING OF NEW DRAINFIELD (Rw.OIMS) MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 6 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Jun 21, 2006 Expiration Date: Jun 21, 2007 Permit Number: SWO60169 Parcel ID: 018-292-05 Legal Description: T12N R3W SEC 33 LT 142 E2 Design Engineer: 0855 Garness Engineering Group, LTD Site Address: 002840 PORCUPINE TRAIL RD Owner Name: IRMGARD CLARK Lot Size: 26300 SO. FT. Owner Address: 2840 PORCUPINE TRAIL Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE. AK 99516-3942 This permit Is for the construction of: 0 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, seated, and heated to prevent freezing. Received By: I�R:L:�Ir.7,Qs7�[t1�:1/ Date: Date: 6 Municipality of Anchorage Development Services Department Building y Safe Division „ Onsite 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. 6 l8 • aG a _Q 5 Property owner(s) IRMA CLARK Day phone 345-0817 Site address Zip Code 99516 Legal description (Sub'd, Block & Lot ) T12N. RM. SEC. 33. LOT 142 E2. Legal description (Township, Section & Range) N/A Lot Size . ?JDD Acres/Sq.Ft. Number of Bedrooms 3 THIS APPLICATION IS FOR ( Nall that apply) Absorption Field N Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ 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. Permit/Rush Fees:/ � / L c�jn �'U Waiver Fees:_ Date of Payment: l - - 1.2 - b S Date of Payment: Receipt Number. G% 1-/( / 7 Receipt Number. (Rw. 11/05) GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS June 7, 2006 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 T12N, R3NN, Sec. 33, Lot 142 E2, To whom it may concern: The existing 3 bedroom house is served by a private well and septic system. The septic system is currently in the state of failure and needs to be upgraded. We are proposing to install a deep trench type drainfield. One test hole was excavated on the property. The drainfield will be designed around the 30 foot radius of this test hole. 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 design drawing the average topography below the drainfield is generally flat. In short there are no slope concerns. We are unaware of any adverse impacts this installation would have on adjacent wells or septic systems. If you have aqy questions, 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, 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) 338-3246' Website: gamessengineering.com T12N R3W SEC. 33. LOT 113 A 114 PTN (E13' LT 114 N147' @ W110' OF 5183' LOT 113) T12N R3W SEC. 33,I T12N R3W SEC. 33. LOT 1168, LOT t16A T12N R3W SEC. 33. I T12N R3W SEC. 33, LOT 113 W110' OF LOT 113, E PRJ E220' OF 5183' E110 OF THE S183' BUM LOT 113 PORCUPINE TRAIL ROAD I \\ Jsx / \ I IX / T12N R3W SEC. 33, I \I i LOT 1418 T12N LOT W141ASEC. 33, T12N R3W SEC 33, LOT 142 W1�s' I BEDROOM HOUSE / I P �� /♦ ii I I /�� i � I I \ — — PROPOSED SEPTIC I I I I SYSTEM 1 I T12N R3W SEC. 33. LOT 1488 (FIELD VERIFY) T12N R3W SEC. 33, LOT 148C / \ / T12N LOT 149C. 33, \ 11aD' ""',---•max 1 I 1 � GARNESS ENGINEERING GROUP, Ltd. CONSULTANT$ & GENERAL CONTRACTORS AI G ) �. i 101 Y,LYIOMk(. W N 7 )NI (001)5 32" . R .' w,. es„ PREPARED FOR: PHONE NUMBER: PACE NUMBER: IRMA CLARK 907-345-0817 1 OF 2 LEGAL DESCRIPTION: DRAWN BY: T12N, R3W, SEC. 33, LOT 142 E2 B.F.M. TYPE OF WORK: DATE' SITE PLAN 6/7/2006 (11".01105) 3rI I NUMBER OF BEDROOMS:3 GALLONS PER DAY (CPD): 450 PERCOLATION RATES: <1 MIN./INCH PROPOSED APPLICATION RATE: 1.0 MINIMUM DRAINFIELD SO.R.: 450 DRAINFIELD DESIGN: MAXIMUM DEPTHA I FEET WIDTH: 2.5 FEET LENGTH:40 FEET M.O.A. APPROVED SAND FILTER: N/A EFFECTIVE:6 FEET REDUCTION FACTOR: N/A ACTUAL SO.FT.: 480 TO OBTAIN A COPY OF THE LETTER CONTACT CEO. BY PROCEEDING FORWARD WITH THIS INSTALLATION, THE ENGINEER, WELL DRILLER. CONTRACTOR AND PROPERTY OWNER AGREE THAT THEY HAVE READ THESE SPECIFICATIONS AND AGREE TO ACCEPT THE TERMS AND T12N R3W SEC. 33. LOT 142 E115' OF W230' THE CONTRACTOR MUST HAVE THE EAST LOT UNE AND ALL SURROUNDING WELL RADII FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION \ EXISTING 3 \ BEDROOM HOUSE \ \ \ \-INSTALL I ' INSTAL DBL C EXISTING 1000 / O n / THj1 / G MT �MT�� PRPOPOSED DRAIN. ALTERNATE SITE CFaaD CMTS -UNDOCUMENTED CRIB rPROXIIAATE LOCATION) BE DECOMMISSIONED I PER (CODE. I I GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS 3 GENERAL CONTRACTORS •••••••' •'• ••'•••• •••'•••* 3A1 L T 0010. MOR 101 • OCHOMM M w 7 . A (W7W71 1" • W (907) ff I PREPARED FOR: PHONE NUMBER: PAGE NUMBER: �' '...lef e . e.... IRMA CLARK 345-0817 2 OF 2 Q y , LEGAL DESCRIPTION: DRAWN BY: O°P,• CE -79 3 T12N, RM SEC. 33, LOT 142 E2 B.F.M. �� els' •��J ;�oo� TYPE OF WORK: DA7E: 0 Od prof o� PROPOSED SEPTIC SYSTEM UPGRADE 6/7/2006 040�00�� (RH. OiMS) GARNESS ENGINEERING GROUP, Ltd. �— - -- -- CONSULTANTS S GENERAL CONTRACTORS 701 L TUMt RQAa. SWR ,oi • w w a.w? • r„ o,o (N7)M7-6179 • u: WK •name a>'�••••'•«• SOIL LOG — PERCOLATION TEST LEGAL DESCRIPTION' T72N, R3W, SEC. 33, LOT 742 E2 7 PERFORMED FOR: IRMA CLARK DA r� DEPTH (feet) --- ---= ORGANICS TEST HOLE #1 - 1 neva LOAM W/ROOTS 1 6• 3 12:05 I � I 6- SOIL CLASSIFICATIONS 10 12:10 B.O.H. tea:.•: 6' `c! o` GW ---- ORG - 3+ i+1 6 GP ML ♦7HJI 6' 4 GM CL •' GC OL •�•• , J 35� • • o : SW MH 5 13 9* •• • SP CH ..—° SM : OH •' •�•• a.� SC ..• SP 15 7 DATE 5/25/2006 r� 6/2/2006 8 �4y ., f�•4 J - 2 12:05 N 1 6• 3 12:05 I � I 6- - 10 12:10 B.O.H. 0' 6' 5 12:10 - 6• / 6 12:15 11 ♦7HJI 6' I •' 12 •�•• , tt 13 �• • •• 14 •' •�•• ••:•'• SP 15 �• •�• DEPTH TO GROUNDWATER DATE •..•.• 5/25/2006 DRY 6/2/2006 12:00 ::•::• J - 2 12:05 N 1 6• 3 12:05 I � I 6- - 18 12:10 B.O.H. 0' 6' DEPTH TO GROUNDWATER DATE DRY 5/25/2006 DRY 6/2/2006 12:00 Y� 6• - �ls!ff ® Je r y G ne... CE I1 �Fv f s a sio^Oo— DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 5/26/2006 1 12:00 Y� 6• - 2 12:05 N 1 6• 3 12:05 I � I 6- - 4 12:10 5 0' 6' 5 12:10 - 6• / 6 12:15 5 ♦7HJI 6' I , tt SCALE 1' • 100' DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 5/26/2006 1 12:00 - 6• - 2 12:05 5 0' 6• 3 12:05 - 6- - 4 12:10 5 0' 6' 5 12:10 - 6• - 6 12:15 5 0' 6' 19 � L'A'HbN RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TESJ RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES 0 NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: BENNY 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: Municipality of Anchorage Development Services Department +1 Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.orgtonsite (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: harness Engineering Legal description: T12N. R3W, Sec 33. Lot 142 E2 ZD The attached paperwork has been reviewed and is being returned for the following reasons: ❑ Original signature or stamp missing on _ ❑ Calculation error in design. _ ❑ Additional soils information needed. ❑ Water monitoring results inadequate. ❑ Discrepancy In Information submitted. ❑ Topographic information missing or Inadequate. ❑ Incomplete; missing ❑ Incomplete; missing ❑ Additional adequacy test Information needed. _ ❑ Water sample unacceptable. _ ❑ Measured/proposed distances/dimensions missing. ❑ Locations of all soils, percolation and water monitoring tests not shown. ❑ Proposed system too deep for soils Information submitted. ❑ Well log required. ❑ Omission in narrative. _ ❑ Insufficient fill over tank or field._ ® Other. Percolation Rates <1 min/in require a sand filter. If the exist Name of reviewer: Deb Wockenfuss Date: June 16, 2006 Please supply the necessary information and re -submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK 400600 � Ell GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS LEGAL DESCRIPTION: T12N, Raw. SEC. 33, LOT 142 E2 Je r y G Hess: PERFORMED FOR: IRMA CLARK DATE: 5 25 2006 °o�p GE 7 CL DEPTH .e •'LI. foo (feet) ORGANICS TEST HOLE#1714 ��40000��4� 1 =____� LOAM w/ROOTS 2 DRY 5/25/2006 DRY 6/2/2006 3 �i� •rr.: ye 9- •'••• 111191 5 ,' L. 6• 0- 12:05 NNH 5 1--- I IIIIIIIII I 0 i 6 f ! I►l�i1�f1�1i •••'•• GP 12 12 ••' DRY 5/25/2006 DRY 6/2/2006 •. — ye 9- •'••• 111191 5 %//% 6• 0- 12:05 NNH • 1--- I IIIIIIIII I 0 i 6. f ! 12 12 ••' DRY 5/25/2006 DRY 6/2/2006 •. — 6• 13 •'••• 111191 5 %//% 6• %/2 12:05 NNH • 1--- I IIIIIIIII I 0 i 6. f ! I►l�i1�f1�1i •••'•• SP • i� aamil 5 0. ♦TH/t I ! t 16— 6 •' •••• :.•.• '90 7 117—: -R -o- •' •.• B.O.fI. i 18-1 18 DEPTH TO GROUNDWATER DATE DRY 5/25/2006 DRY 6/2/2006 •. — 6• IIII�III�11 2 111191 5 %//% 6• %/2 12:05 NNH • 1--- I IIIIIIIII I 0 i 6. f ! I►l�i1�f1�1i 6• YN� • i� aamil 5 DEPTH TO GROUNDWATER DATE DRY 5/25/2006 DRY 6/2/2006 12:00 — 6• — DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 5/26/2006 1 12:00 — 6• — 2 >`y 5 0' 6• 3 12:05 — N 1--- I 12:10 I 0 i 6. f ! — 6• — 6 12:15 5 0. ♦TH/t I ! t i SCALE: DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL READING NET DROP (INCHES) 5/26/2006 1 12:00 — 6• — 2 12:05 5 0' 6• 3 12:05 — 6. — 4 12:10 5 0. 6. 5 12:10 — 6• — 6 12:15 5 0. 6. 19� PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 4.0 FT. AND 4.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: BENNY MAUS PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS fEfFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: G -7.10G