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Home My WebLink AboutCAMPBELL CANYON LT 1Campbell Canyon Lot 1 #041-011-03 uatinrTpL Municipality of Anchorage Cp Community Development Department B135 On -Site Water & Wastewater Program 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http://www.muni.org/onsite • (907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP131029 PID Number: 041-011-03 ® New, ❑Upgrade Nome` TRACT SCHACHT ABSORPTION FIELD ❑ Deep Trench ❑ Shallow Trench ® Bed ❑ Mound Address: P.O. BOX 100728, ANCHORAGE, AK, 99510 ❑ Other Phone: No. of Bedrooms: Soil Rating: Total Depth from original grade: (907) 903-6023 4 0.7 GPD/Sq. Ft. SEE DWG. Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade: gravel depth beneath pipe: SEE DWG. Ft. 0.6 Ft Subdivision: Block: Lot: Fill added above original grade: Gravel length: CAMPBELL CANYON — 1 SEE DWG. Ft. 60 Ft. Township: Range: Section: Grovel width: Beds Number of lines Distance between lines: — — —1 15+ n. 3 5 Ft. SEPARATION DISTANCES Total absorption area:umbar 900+ of trenches: — Dist. between trenches: — To Septic Absorption Lift Holding Public/Private From Tank Field Station Tank Sewer Lines 5a. Ft. Ft. Well too'+ 100'+ — — 25'+ TANK ■ Septic ❑ S.T. E. P. DHolding ❑Other Manufacturer: Capacity: Surface water 100'+ too'+ — — ANCHORAGE TANK 1250 cel. Lot Line 5't 10'+ - - N/A Material: STEEL Number of comportments: 2 LIFT STATION Foundation 5'+ 10'+ — — Curtain Drain NONE KNOWN Manufacturer: 'r Gal. "Pump on level at: -Pump off lev High water alarm at: Remarks: Pump Make & Electrical Inspections performed by: PIPE MATERIAL House to tank D3034 Tank to D3034 drainfield Installer Drainfield D3034 CO/MT D3034 BTH CONSTRUCTION Inspector GEG, Ltd. BENCH MARK (Assumed elevation) Ft. Inspection119.75 Dates: 1st 8/22/2013 2nd 8/23/2013 Location and Description: 3rd 8/23/2013 4th — TOP OF FLASHING ® POINT 'A' ENGINEER'S B L L Community Development Department Approval oo�o yap o� OF• Conditional approval: Date: 0 o* : 4 7 0� ........ . ................ .. QO y arness0 CIJ—7953 Q 'R(I,�,t,�•'' Approved: Date:professlooao� o �OOp000� PERMIT NUMBER: AS—BUILT DRAWING PARCEL ID NUMBER: — OSP131029 041-011-03 NEAR POINT KNOLL; BLOCK 2, LOT 18A � PGP NEW DRAINFIELD MT4 qMj; I II Lj M72p CIO QUIRE 1T TH#2 FCO HOUSE NEW 1250 SEPTIC MOR -10 SHIVAL K DRIVE \ 1' - 40. oo�0 44 ry GGARNESS ENGINEERING GROUP, Ltd. ppa� . 4 �* CONSULTANTS & GENERAL CONTRACTORS Q 3701 E. WDOR R . 800E 101 a MICHOMOE. M 99607 • PHONE (907)33)-61]9 - FM (907)338-3246 • 846 a .ww.gomeeeenginmdng.a (� PREPARED FOR: PHONE NUMBER: PACE NUMBER: 0 y Gar ESS.• TRACI SCHACHT 903-6023 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: ouo 9s CE -7 AcG CAMPBELL CANYON; LOT 1 A.J.Gvp . TYPE OF WORK: DATE: 404O4rOfess'O o AS—BUILT DRAWING OF SEPTIC SYSTEM 10/1/2013 (Rev. 01105) PERMIT NUMBER: AS -BUILT DRAWING PARCEL ID NUMBER: - OSP131029 041-011-03 TOP OF TANK - AT INLET = 113.73 INVERT OF BUNG AT INLET = 113.11 TH#1 TOP OF FINAL GRADE = 117.77-118.27 NEW 1250 GALLON SEPTIC TANK RELATIVE ELEVATION OF BOTTOM OF TESTHOLE = 83.32 (DRY) - FINAL GRADE = 98.82-101.90 TOP OF TANK AT OUTLET = 113.77 `INVERT OF BUNG AT OUTLET = 112.98 INSULATION (PER CONTRACTOR) —FILTER FABRIC GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS SNI E TU09R PMO. Mn 101 • INON FR M 00307 • PIp1E (907)337-8110 • FM (007)]]8-n" • MF$PE: w�gomme�glrcxbq.e0m .PREPARED FOR: PHONE NUMBER: PAGE NUMBER: TRACI SCHACHT 907-903-6023 3 OF 3 LEGAL DESCRIPTION: DRAWN BY: CAMPBELL CANYON S/D; LOT 1 A.J.G. TYPE OF WORK: DATE: PROFILE AS BUILT OF NEW SEPTIC SYSTEM 10/1/2( (Rev. 01105) )RIGINAL GRADE = 99.82 HIGHEST POINT T OF DISTRIBUTION LINE = 95.94 BOTTOM OF BED = 93.34 3 On -Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP131029 Tax Code Number: 04101103000 Work Type: Septic Initial Permit Effective Dates: March 15, 2013 to March 15, 2014 Design Engineer: GARNESS ENGINEERING GROUP LTD Subdivision: CAMPBELL CANYON Site Legal Address: CAMPBELL CANYON LT 1 G:2044 Owner/Address: SCHACHT TRACI L & MATTHYS DAVID H PO BOX 100728 ANCHORAGE AK 995100728 Site Mailing Address: Lot Size in Sq Ft: 38294 Total Bedrooms: 4 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Receivf Issued MUNICIPALITY OF ANCHORAGE Community Development Department Phone: 907-343-7904 Development Services Fax: 907- 343-7997 On -Site Water & Wastewater Program Mayor Dan Sullivan On -Site Sewer/Well Permit Application For A Single Family Dwelling Parcell.D. Oql— 03 Property owner(s) TRACI SCHACHT Day phone 903-6023 Mailing address Site address NHN SHIVALIK DRIVE *ANCHORAGE, AK Legal description (Sub'd, Block & Lot) CAMPBELL CANYON LOT 1 Legal description (Township, Section & Range) Lot Size APPLICATION IS FOR: ( all that apply) Absorption Field Septic Tank Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Sq. Ft. Number of Bedrooms 4 APPLICATION IS AN: TYPE OF DEWELLING: Initial ® Single Family (SF) Upgrade ❑ (w/wo ADU) Renewal Duplex (D) F-1❑ Multiple Dwellings ❑ (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE/ WAIVER REQUEST FOR: Distance: — I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal codes. GARNESS ENGINEERING GROUP, Ltd. (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: 113 Receipt Number: 0?04 3 Permit No. c05P131ba01 Waiver Fees: Date of Payment: Receipt Number: Waiver No. (Rev. 01/11) GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS March 4, 2013 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Rd. P.O. Box 196650, Anchorage, Ak 99519-6650 (907)343-7904 Ref: Proposed Initial Septic System for Campbell Canyon Lot 1 To whom it may concern: The referenced property is currently undeveloped. The owner is proposing to build a 4 bedroom house that will be served by a community class "A" well and a private septic system. We are proposing to install a 1250 gallon septic tank and a bed type drainfield. Attached are a site plan and a design drawing showing the proposed septic system. Two test holes were excavated on the property. 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 water concerns. 4. TOPOGRAPHY: As can be seen on the attached topography drawing 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 any gAstions, please contact us at 337-6179. Thank you for your assistance. M.S. 3701 E. Tudor Road, Suite 101 * Anchorage, AK 99507-1259 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.gamessengineering.com i NEAR POINT KNOLL; BLOCK 2, LOT 178 I I I I I NEAR POINT KNOLL; TRACT A 100' STREAM SETBACK CAMPBELL CANYON; TRACT A NEAR POINT KNOLL; BLOCK 2, LOT 18A CPo12 SHIVALIK DRIVE CLASS "A" I i I�------------------------ -- CAMPBELL CANYON --- - i i S/D; LOT 2, n P POSED DOM. G\. \, CAMPBELL CANYON \ S/D; LOT 5, , NEAR POINT KNOLL; BLOCK 2, LOT 17A OFFN'�k�� F � GARNESS ENGINEERING GROUP, Ltd." * 4 T ; y* CONSULTANTS & GENERAL CONTRACTORS Q ....... ... .... ............... 01 E NOOfl ROM), SUITE 101 • MIOHORAGE, M< 99607 • MWE (907)367-6119 • FAX (907)669-69 8 • 11EBSIIE: xww.9amexen imainq.e9m PREPARED FOR: PHONE NUMBER: PAGE NUMBER: TRACI SCHACHT 903-6023 1 OF 2 �Qn p f y Ga ess, LEGAL DESCRIPTION: DRAWN BY: Vvo s CE 3 CAMPBELL CANYON LOT 1 PNB TYPE OF WORK: DATE: 4�Q'p�O4o0oo�� SITE PLAN 2/27/13 (Ke, uimb) PRIMARY DESIGN CRITERIA: NUMBER OF BEDROOMS: 4 GALLONS PER DAY (GPD): 600 GPD PERCOLATION RATE/S: <1 MINI/INCH PROPOSED APPLICATION RATE: 0.7 MINIMUM DRAINFIELD SQ.FT.: 858 SQ FT PRIMARY DRAINFIELD DESIGN: MAXIMUM EXCAVATION DEPTH: -12 FEET WIDTH: 15 FEET LENGTH: 60 FEET M.O.A. APPROVED SAND FILTER: 2 FEET EFFECTIVE: 0.5 FEET ACTUAL SQ.FT.: 900 SQ FT EG, Ltd. HAS A 7 PAGE SPECIFICATION LETTER THAT PERTAINS TO THIS DESIGN. TO OBTAIN A COPY OF THE LETTER CONTACT GEG. 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 CONDITIONS OUTLINED. NOTE: THE CONTRACTOR SHALL HAVE THE WEST EASEMENTS, AND ALL WELL RADII FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. NEAR POINT KNOLL; BLOCK 2, LOT 18A 6 -IV OF BEDROOMS: 4 PER DAY (GPD): 600 GPD ION RATE/S: <1 MINI/INCH D APPLICATION RATE: 6.0 DRAINFIELD SO.FT.: 100 SO FT MAXIMUM EXCAVATION DEPTH: 12 FEET WIDTH: 5 FEET LENGTH: 20 FEET M.O.A. APPROVED SAND FILTER: 2 FEET EFFECTIVE: 0.5 FEET ACTUAL SQ.FT.: 100 SQ FT ``PROPOSED DRAINFELO RESER? DRAINF MT (REQUII jj n ADVAN( I I TREATN IIn�1 III rI� DRIVE PROPOSED 4 BEDROOM HOUSE -IF DEPTH OF EXCAVATION IS SHALLOWER THAN 12 FEET THE DEPTH MUST SPILL BE IN THE GP MATERIAL (WITH ALL EFFECTIVE IN THE STRATA). DBL C/O' SED 1250 FCO GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. M" ROOD. SUNS 101 NM,NORODE M 99W • P NE (907)33]-91]9 * F" (907)338-32M • 91FHSNE: wWr.9vwe99ngNam Wxmm PREPARED FOR: IPHONE NUMBER: PAGE NUMBER: TRACI SCHACHT 903-6023 2 OF 2 LEGAL DESCRIPTION: DRAWN BY: CAMPBELL CANYON; LOT 1 PNB TYPE OF WORK: DATE: INITIAL SEPTIC DESIGN 2/27/13 UNE W z_ T2� H U W p W w rI� DRIVE PROPOSED 4 BEDROOM HOUSE -IF DEPTH OF EXCAVATION IS SHALLOWER THAN 12 FEET THE DEPTH MUST SPILL BE IN THE GP MATERIAL (WITH ALL EFFECTIVE IN THE STRATA). DBL C/O' SED 1250 FCO GARNESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 3701 E. M" ROOD. SUNS 101 NM,NORODE M 99W • P NE (907)33]-91]9 * F" (907)338-32M • 91FHSNE: wWr.9vwe99ngNam Wxmm PREPARED FOR: IPHONE NUMBER: PAGE NUMBER: TRACI SCHACHT 903-6023 2 OF 2 LEGAL DESCRIPTION: DRAWN BY: CAMPBELL CANYON; LOT 1 PNB TYPE OF WORK: DATE: INITIAL SEPTIC DESIGN 2/27/13 UNE GARNESS ENGINEERING GRCiUP, Ltd. CONSULTANTS & GENERAL CONTRACTORS 101 E. MIOR ROPD, SURE 101 • PNCNORROE, M. 99507 • RNONE: (907)337-8119 •FAX; (90 338-3248 • WE8511E: gammnnginaanr SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: CAMPBELL CANYON LOT 1 PERFORMED FOR: TRACI SCHACHT (BUYER) DAT DEPTH (feet) 14 15 16 17 18 ORGANICS/LOAM/ROOTS ITEST HOLE #1 SOIL CLASSIFICATIONS DATE DRY GW DRY ORG GP ML SM (LOAM) E P5� PS �PjER POSORg00 GMCL GC OL o .0 .0 0000Sw H SP CH SM ; OH SC ;P W/ SOME SAND DEPTH TO GROUNDWATER DATE DRY 7/18/12 DRY 7 ss OOEO 2 f , G ness. 9 CE 7 SEE ATTACHED SITE P DATE READING CLOCK TIME NET TIME (MINUTES) WATER LEVEL NET DROP READING (INCHES) OOEO E P5� PS �PjER POSORg00 19� Y'LKCOLAI ION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5 FT. AND 6 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ®NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: PERCOLATION RESULTS ARE WITH IN 1/16TH OF AN INCH 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: "7)',97/2, �� OF �U4a4 GAi%NESS ENGINEERING GROUP, Ltd. CONSULTANTS & GENERAL CONTRLCTfeR.e ..._._ SOIL LUU - PERCOLATION TEST LEGAL DESCRIPTION: CAMPBELL CANYON LOT 1 PERFORMED FOR: TRACI SCHACHT (BUYER) DF DEPTH (fee ORGAN TEST HOLE #2 1 14 15 16 17 18 SM (LOAM) 3P W/ SOME SAND SOIL CLASSIFICATIONS DEPTH TO DATE GROUNDWATER DRY 7/18/12 rv�co�c�� EE ATTACHED SITE PLA DATE READING CLOCK TIME NET TIME WATER LEVEL NET DROP (MINUTES) READING (INCHES) • . 0��p 9E P PS d GPN III�-111�111 �PSER PS E PSK PBSORg�o E� IIIIIIIII 11111111! Q'�.� • / DEPTH TO DATE GROUNDWATER DRY 7/18/12 rv�co�c�� EE ATTACHED SITE PLA DATE READING CLOCK TIME NET TIME WATER LEVEL NET DROP (MINUTES) READING (INCHES) 0��p 9E P PS d GPN �PSER PS E PSK PBSORg�o 19� rtNUOLAI ION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5 FT. AND 6 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES ®NO SOILS LOGGED BY: JODY MAUS PERCOLATION TEST PERFORMED BY: JODY MAUS COMMENTS: PERCOLATION RESULTS ARE WITH IN 1/16TH OF AN INCH PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: 7I2�G7 LOT 3 O � T 4 ' s LOT 5 00 • - O LOTS 1-6 ® LOT 6 CAMPBELL CANYON SUBDIVISION Class A Well T93 S-11277 O NOTE: Typical Absorption Trench S Wide x 50' Long x 4' Effective Depth. Four Bedroom System. SEPTIC SYSTEM LOCATION PLAN '' k *"�' l «. -o SCALE 1"= 100' - •. �r