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Home My WebLink AboutSANDY BEACH LT 5t a #011-112-13 Municipality of Anchorage u�� Community Development Department Page 1 or L On-Site Water & Wastewater Program AIM 90 2016 4700 Elmore St. • P.O. Box 196650 Anchorage, AK 99519-6650 • http:/Nvww.muni.org/onsite • (907)343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP 161129 PID Number: 011-112-13 ❑ New ■Upgrade Name:JENNIFER ALEXANDER ABSORPTION FIELD NORTH/SOUTH ❑ Deep Trench ■ Shallow Trench ❑ Bed ❑ Mound Address: 7633 WANDERING DRIVE *ANCHORAGE, AK ❑ Other Phone: No. of Bedrooms: sail Rating' Total Depth from original grade: (907) 230-6680 '*4 1.0 GPDI Ft. 7 & 9 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade: Gr.1 depth beneoth pipe: SEE DWG. F. *3/1.5 & **3/2.5 Ft. Subdivision: Black: Lot: Fill added above original grade: Grovel length: SANDY BEACH - 5 SEE DWG. Ft. 47 & 38.5 owns Ip: tinge: ec ion: _ -1 Ghnpel width: Beds Number of lines Distance tetenn lines: 5 & 5 Ft. I Ft. SEPARATION DISTANCES Total absorption onto; 301 & 300 amber of tranches: 2 Uel. between trenches: 10+ To Septic Absorption Lift Holding Public/Pnvote From Tank Field Station Tank Sewer Linn 50. Ft. Ft Well 100'+ 100'+ - - 25'+ TANK ■ Septic ❑ S.T.E.P. OHolding ❑ Other Manufacturer: capacity: Surface Water 100'+ 100'+ - - ANCHORAGE TANK 1250 Dal. Lot Line 5'+ 10'+ - - N/A Material: Number of compadmente: STEEL 2 Foundation 5'+ 10'+ - - LIFT STATION Curtain Drain NONE KNOWN Manufacturer: c 'y' Col. 'Pump ori Nuel at 7umP off by High water cMrm at: Remarks: PER CONTRACTOR, THE OLD SEPTIC TANK AND CRIB WERE DECOMMISSIONED PER UPC. -ONLY 18" (AVERAGE) OF THE 3 FEET OF EFFECTIVE WAS IN pump Maka h a«tricol Insp«tions parlormed by: THE SP LAYER. --ONLY 30" OF THE EFFECTIVE WAS IN THE SP MATERIAL. PER TIM ECKLUND THIS DESIGN CHANGE WAS VERBALLY APPROVED BY ROSS AT THE MOA ONSITE DEPARTMENT. --IT IS A PIPE MATERIAL 3 BEDROOM HOUSE WITH A 4 BEDROOM SEPTIC to House to tank EXISTING Tank k to D3034 SYSTEM droinInstaller Drainfield D3034 CO/MT D3034 ARM SERVICES, LLC Inspector GEG, Ltd. BENCH MARK (Assumed elevation) 00.00 Ft. Inspection Location and Description: Dates: 1st 6/14/2016 2nd 6/15/2016 3rd 6/17/2016 4th - BOTTOM OF TRIM @ SE CORNER OF SHOP FJxiIMEER'8 Community Development Department Approval 006000 OFA �4p _o �� Conditional approval: Date: ova 9 v 0 ............................ 0 J f Garn ss. I-1 D'l7 v� O Q m E-79 �v �i26.�1li naov 40�o Approved: �� Date: Proresslon_d � bAECC84 �`�ppp�oo Inspection Report _1-1-12.doa PERMIT NUMBER: OSP161129 RECORD LOT a DRAWING PARCEL ID NUMBER: 011-112-13 40A 1 B C DB1 75.4 1 76.8 40.8 LOT 6 I DB2 77.0 78.9 39.7 ST1 78.0 80.4 38.6 ST2 83.0 87.4 33.3 1 D83 84.7 89.7 32.1 / DB4 86.0 91.0 31.7 / FS 106.1 112.2 36.8 / CO1 108.0 121.2 25.9 MT1 109.2 122.4 27.0 / CO2 117.3 117.8 56.8 / MT2 119.0 119.5 58.0 x/ CO3 124.2 135.1 43.4 / / MT3 122.6 133.4 41.8 / C04 131.3 133.3 63.8 D81 & DB2 I MT4133.8 136.0 65.3 NEW 1250 GALLON / SEPTIC TANK PER CONVERSATIONS WITH THE HOMEOWNER ON LOT 6, THERE WAS BELIEVED TO BE TWO WELLS ST1 ON THE PROPERTY AS SHOWN ON THE DESIGN. UPON FURTHER INVESTIGATION THE 'WELL ST2 TURNED OUT TO BE SEPTIC PIPES. IN SHORT, THE ONLY WELL WE ARE AWARE OF IS THE WELL SHOWN ON THIS RECORD DRAWING. NDRAINFIELD FS MT2 S- 100' SETBACK FROM C0a C SURFACE WATER. IT SHOULD BE NOTED THAT THIS IS THE Ta ACTUAL FIELD MEASURED 100' SETBACK FROM SURFACE WATER. ON THE ORIGINAL MT DESIGN WE HAD AN CO APPROXIMATE 100' SETBACK. IN SHORT, THE DRAINFIELD IS 100'+ TO SURFACE WATER AT ITS CLOSEST POINT. SHED Efiil - I - 71' GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS - - 0101 E. MOOR RW O. SURE 101 /JRMWGE. M 99501 • P 0 E (907) 337-0179 • FM (907) J -330 • WM9 : PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JENNIFER ALEXANDER 230-6680 2 OF 3 LEGAL DESCRIPTION: DRAWN BY: SANDY BEACH; LOT 5 L.K.B./D.J.G. TYPE OF WORK: DATE: . RECORD DRAWING 7/22/2016 4 CE/- 3! #4 �114PROFESS\0�' ♦ IAECCBaa 1III III\\Msll, PERMIT NUMBER: PARCEL ID NUMBER: 'OSP161129 RECORD DRAWING 011-112-13 B ORIGINAL GRADE = 92.86 TOP OF TANK — AT INLET = 94.01 INVERT OF BUNG AT INLET = 93.39 NORTH MT CO STI 2• INSULATION PER CONTRACTOR r FINAL GRADE = 96.60-97.51 NEW 1250 GALLON SEPTIC TANK FINAL GRADE _ 92.61-93.12 ORIGINAL GR r FILTER FABRIC = 89.51 TOP OF TANK AT OUTLET = 94.04 INVERT OF BUNG AT OUTLET = 93.26 SOUTH MT CO FINAL GRADE _ 7 7 /— 89.80-90.07 7Hd1 r FILTER FABRIC rl GROUP, Ltd 49 .. CIVIL & ENVIRONMENTAL ENGINEERS / „ 0701 E. WWR 8 . 900E 101 nx0x0MGE. M 99007 • • E (907) W7-6119 • FAY (901) ] 1-320 • rEB91E:.... // INVERT OFPIPE PREPARED FOR: :101 83.54 :rM OF rro 230-6680 3 OF 3 /jai CE ff'•. LEGAL DESCRIPTION: BOTTOM 7Z ONLY OF • • ONLY • OF WAS DEEMED TO BE IN WAS DEEMED TO BE IN SP SOIL SP SOIL RELATIVE ELEVATION OF BOTTOM OF T.H.01 = 73.51 RELATIVE ELEVATION OF BOTTOM OF TH01=76.86 (TH#1 WAS DRY ON 6/14/2016) (TH01 WAS DRY ON 6/14/2016) GARNESS ENGINEERING GROUP, Ltd 49 .. CIVIL & ENVIRONMENTAL ENGINEERS / „ 0701 E. WWR 8 . 900E 101 nx0x0MGE. M 99007 • • E (907) W7-6119 • FAY (901) ] 1-320 • rEB91E:.... // ff A. PREPARED FOR: PHONE NUMBER: PAGE NUMBER: JENNIFER ALEXANDER 230-6680 3 OF 3 /jai CE ff'•. LEGAL DESCRIPTION: DRAWN BY: LKB 7Z SANDY BEACH, LOT 5 p �, TYPE OF WORK: DATE: ♦•N1 �OFESS�� I RECORD DRAWING 7/22/2016 If C 44 ��11aa%�*s*� 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: OSP161129 Tax Code Number: 01111213000 6-(� Work Type: Septic Upgrade 1/�1 Permit Effective Dates: June 03, 2016 to June 03, 2017 Design Engineer: GARNESS ENGINEERING GROUP LTD ro Subdivision: SANDY BEACH 16 Site Legal Address: SANDY BEACH LT 5 G:2224 2-- .� Owner/Address: ALEXANDER JENNIFER C & KENNETH L 7633 WANDERING DR ANCHORAGE AK 995021932 Site Mailing Address: 7633 WANDERING DR, Anchorage Lot Size in Sq Ft: 41100 Total Bedrooms: 3 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�Cov I®d and 4,eated to prevent freezing. Special Provisions: PRIOR TO CONSTRUCTION: 7 -Day ground water monitoring shall be completed. If required, an approved change order shall be acquired prior to construction. Results shall be submitted with the inspection report. Receiv Issued MIS rP_ ✓elS MUNICIPALITY OF ANCHORAG Community Development Department Phone: 9 Development Services Fax: 9( On -Site Water & Wastewater Program Mayor Dan Sullivan 0 3-7904 -79} 97 \�9.57E On -Site Sewer/Well Permit Application <j�' t ��OP For A Single Family Dwelling v �` ' Parcel I.D. 011-112-13 Property owner(s) JENNIFER AND. KEN ALEXANDER Day phone 230-3902 Mailing address 7633 WANDERING DRIVE *ANCHORAGE AK Site address 7633 WANDERING DRIVE *ANCHORAGE, AK Legal description (Sub'd, Block & Lot) SANDY BEACH; LOT 5 Legal description (Township, Section & Range) Lot Size Sq. Ft. Number of Bedrooms 3 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DEWELLING: (Pall that apply) Initial ❑ Single Family (SF) Absorption Field ® Upgrade (W/Wo ADU) Septic Tank ® Duplex (D) EJRenewal Holding Tank ❑ ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ 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: nnlyyi" Waiver Fees: Date of Payment: Receipt Number: po%77 -0% /v� Receipt Number: Permit No. 05 P)(e I 1 Waiver No. (Rev. 01/11) 11 000- aomrMIN GARNESS ENGINEERING GROUP, Ltd A`vd r CIVIL & ENVIRONMENTAL ENGINEERS June 3, 2016 Municipality of Anchorage Development Service Department On -Site Water & Wastewater Program 4700 Elmore Road Anchorage, AK 99507 Ref: Proposed Septic System Upgrade for Sandy Beach; Lot 5 To whom it may concern The existing 3 bedroom house is served by a private well and septic system. The drainfield is in a state of failure and needs to be upgraded. Per the homeowner's request, we are designing a 4 bedroom septic system. We are proposing to install a new 1250 gallon septic tank and deep trench type drainfield. One testhole was excavated on the property and the drainfield is designed within its 30 foot radius. Comments regarding the design are summarized as follows: 1. SOILS: See the attached 2016 logs which show the soil classifications, groundwater monitoring, and the percolation test results. As can be seen on the attached soil log, the soils were classified as an SP. In short, a sand filter is not needed, in addition to the soil log, a soil sample was submitted with the design. 2. DRAINFIELD DESIGN: See attached design drawing for drainfield specifications 3. SURFACE WATERS: There is a lake to the southeast of the proposed drainfield, however, the drainfield is designed 100+ from the surface water. 4. TOPOGRAPHY: As can be seen on the attached design drawing, the average topography around the proposed drainfield is 20%. We are unaware of any adverse impacts this installation would have on adjacent wells or septic syste s. If you have any questions, please contact us at 337-6179. Thank you for your asAistance. Sincerely, I P.E., M.S. 3701 East Tudor Road, Suite 101 * Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 * Fax: (907) 338-3246 * Website: www.garnessengineering.com ROLLING HILL ESTATES; BLOCK E, LOT 3A T10N, R4W, SEC 1qe- NE4NW4NW4NW4, PARCEL 2 / / � ROLLING HILL ESTATES; BLOCK D, LOT 13 SKNOY BEACH: IeT 6 �. 0 / \ T12N, R4W, SEC 10, NIICEL 21 \ I \ N BEACH; LOT - - - - - - - - - - � I � j / \ t I � SANDY BEACH; LOT 2A \ \L / rrrrr,---,�rrrr SAND LAKE r r r r r .-• -� .� r r GARNESS ENGINEERING GROUP, Ltd :PARED FOR:PHONE NUMBER: PAGE NUMBER: JENNIFER ALEXANDER (907)230-6680 1 OF 2 .AL DESCRIPTION: DRAWN BY: SANDY BEACH; LOT 5 L.K.B. 'E OF WORK: DATE: SITE PLAN 5/23/2016 3 NUMBER OF BEDROOMS: 4 GALLONS PER DAY (GPD): 600 PERCOLATION RATE/S: <1MIN/INCH PROPOSED APPLICATION RATE: 1.0 GI MINIMUM DRAINFIELD SO.FT.: 600 FTo 1 DRAINFIELD DESIGN: 1 MAXIMUM DEPTH OF EXCAVATION: •7-9 FEET WIDTH: 5.0 FEET 1 LENGTH: 2 ® 47 FEET (94 FEET TOTAL) M.O.A. APPROVED SAND FILTER: N/A I REDUCTION FACTOR: ••0.78 EFFECTIVE: ••3 FEET ACTUAL SO.FT.: 602 FT' ' 'AS NEEDED TO GET INTO THE SW LAYER ••WE ARE ASSUMING THAT ONLY 18" OF THE EFFECTIVE IS IN THE SW LAYER 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 1 EXISTING 3 \ BEDROO HOUSEM \ DURING THE TESTHIOLLE XCAVTION ON1 5/17/2016 A \ / SEWER LINE WAS ENCOUNTERED. ON 5/19/2016, IT WAS CAMEWD BY ONE STOP SERVICES. APPROXIMATELY \ / 5 FEET FROM WHERE THE SEWER LINE WAS EXPOSED, \ THE LINE BENT 90' AND THE CAMERA COULD NOT GET PAST THE BEND. IN SHORT, THE LOCATION OF THE / UNDOCUMENTED SEPTIC SYSTEM IS UNKNOWN. PER �T CONVERSATIONS WITH JAMES A. CREWDSON, P.E. AT THE MOA ON 5/19/2016 THE UNDOCUMENTED SYSTEM WILL BE ABANDONED IN PLACE. z- Fy W \\20% HOP 1 1 / T MT - DECK / COT/ / cM / COC SANDY BEACH; LOT 4 r NOTE: THE CONTRACTOR SHALL HAVE THE WEST & EAST LOT LINES, ALL WELL RADII, AND 100 FOOT SETBACK FROM ALL SURFACE WATER FLAGGED BY A REGISTERED LAND SURVEYOR PRIOR TO CONSTRUCTION. ALTERNATE SITE WILL BE RE-BUILDLING OF PROPOSED BE PER UPC 1250 GALLON SEPTIC 4L DOUBLE CLEANOUTS AFTER TANK CRIB TO BE IED PER CODE " NOT H2O LEVEL. PARCEL IDENTIFIED WARRANTY DEED PER AS -BUILT SURVEY BY. GARNESS ENGINEERING GROUP, Ltd 5 9-32M • WE891E: �.9orn�wnpinwrirpe PAGE NUMBER: 6680 2 OF 2 DRAWN BY: D.J.G. DATE: 6/15/2016 :3 1 1 1 I 1 1 E: 40' / REVISED 100' SETBACK FROM SURFACE WATER PER FIELD MEASUREMENTS NUMBER OF BEDROOMS: 4 GALLONS PER DAY (GPD): 450 PERCOLATION RATE/S: <1MIN/INCH PROPOSED APPLICATION RATE: 1.0 MINIMUM DRAINFIELD SO.FT.: 450 F DRAINFIELD DESIGN: I MAXIMUM DEPTH OF EXCAVATION: 10 FEET WIDTH: 2.5 LENGTH: 50 FEET M.O.A. APPROVED SAND FILTER: N/A EFFECTIVE: 6 FEET ACTUAL SO.FT.: 600 FT' LETTER THAT PERTAINS TO THIS DESIGN. \ TO OBTAIN A COPY OF THE LETTER DURING THE TESTHOLEEXCAVATION ON 5/17/2016 A\ NOTE: THE CONTRACTOR SHALL HAVE THE WEST & CONTACT GEN. BY PROCEEDING FORWARD EAST LOT LINES, ALL WELL RADII, AND 100 FOOT WITH THIS INSTALLATION, THE ENGINEER, FROM WHERE THE SEWER LINE WAS EXPOSED. THE LINE SETBACK FROM ALL SURFACE WATER FLAGGED BY WELL DRILLER, CONTRACTOR AND BEND. IN SHORT, THE LOCATION OF THE' UNDOCUMENTED A REGISTERED LAND SURVEYOR PRIOR TO PROPERTY OWNER AGREE THAT THEY CONSTRUCTION. HAVE READ THESE SPECIFICATIONS AND THE UNDOCUMENTED SYSTEM WILL BE ABANDONED IN AGREE TO ACCEPT THE TERMS ANDI BEDROM HOUS \ w / J/ % GARNESS ENGINEERING GROUP, Ltd CIVIL & ENVIRONMENTAL ENGINEERS 3701 E.TWORROAD. SURE 101•ANCMg E,AKORSOi•PHONE(BW)33i81i0'FA%ry0>�]9W3aB•WEBBRE:vwx.pameunpnevingmm SOIL LOG - PERCOLATION TEST LEGAL DESCRIPTION: SANDY BEACH; LOT PERFORMED FOR: JENNIFERAND KEN ALEXANDER DATE: 5/17/2016 DEPTH (feet) TEST HOLE #1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 ORG/FILL SOIL CLASSIFICATIONS ORG ML CL OL MH CH OH GW GP GM GC SW SP SM SC d'o-s 3•:•;c ': �'• : SP DEPTH TO DATE GROUNDWATER DRY 5/17/2016 DATE READING CLOCK I NET TIME I WATER LEVEL NET DROP TIME (MINUTES) READING (INCHES)) ABSORBED 5 GALLONS OF WATER IN LESS THAN 1 MIN 2 TIMES I 19 PERCOLATION RATE <1 (MIN./INCH) PERC. HOLE DIA. 6 (INCHES) TEST RUN BETWEEN 5.5 FT. AND 6.5 FT. 20 A FOUR HOUR PRESOAK WAS PERFORMED: ❑ YES NO SOILS LOGGED BY: DAVIDGARNESS PERCOLATION TEST PERFORMED BY: ERIKWIDGER COMMENTS: PERCOLATION READINGS ARE WITHIN 1/16 OF INCH. PERFORMED BY GEG, Ltd. I, JEFFREY A. GARNESS, CERTIFY THAT THIS WAS PEBFOR4ED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE: Z ILIL -s:, GREATER A CHORAGE AREA BQROUGH Department of Environmental Quality ( 3500 Tudor Road, Anchorage, Alaska 9950'7 279.8686 1 P' Date Received 7�z p ` Time of Inspection ,3/30 Date of Inspection 7/.Z-�l ;u REQUEST FOR APPROVAL OF TNDIViDUAL SEWER & WATER FACILITIES FOR 1. Aoproval Requested By:��i. Address Phone: ,3 -:rz fi / 3 2. ZroPerty Owner : Phone e 3. Legal Description:,/„ 4. Location. 5. Type of Facility to be Inspected:�/m� Number of of Bedrooms: 6. Well Data: A. Type-- ype— C. Construction t 7. Sewage Disoosal Svstem: B. Depth D. Bacterial Analysis�(�,� ' A. Installed _ `, 6 �� B. C. Septic Tank- I. Size 6 2. D. Seepage Pit: 1. Sizej/ X(o ?_, Installer Manufacturer Material _ _ E.. Disposal Field: Total Length of Lines 8. Distances: A. Wel). To: Septic Tank ' 1 .,.SIO_ Absorption Area SU Sewer Lines Nearest Lot Line� QQ , Other Contamination_ B, Foundation to Septic Tank'C�' Absorption Area t� C- , C'. Absorption Arc�j to Nearest Lot line �3 p Request for Approval of dividual Sewer & Water Facilit Page Two 9. Comments: Apr,roved llisapproved6 e Date Appro Valid for One Year From Date Signed Greater Anchorage Area Borough, Department of Environmental Quality DIAGRAM OF SYSTEM ww:. u.x, v =u v Lue inrormation contained in this request for approval to he a true and accurate representation of the subiW sewer and water facilities located at: Signed, Uate� GREATER ANCHORAGE AREA BOROUGH Department of Environmental Quality 3500 Tudor Road, Anchorage, Alaska 99507 279-8686 J - Date Received___ X, ., J ) Time of Inspection / _ Date of Inspection G'O I REQUEST FOR APPROVAL OF I T IVIDUAI. SEWER & WATER FACILITIES FOR�r moi'%E l.. Approval Requested By: / "YI.L�Li�� L% /12� Address: " u 2. Property Owner: 3. Legal Descripti 4. Location: Phone: 6 1 '11 A .. 5. Type of Facility to be Inspected:�r Number of Bedrooms: 6. Well Data: A• Type_..._._..-....__._ C. Construction�� 7. Sewage Disoosal System: A. Installed B. Depth D. Bacterial Analysis on C. Septic Tank: 1. Size B. Installer 2. Manufacturer D. Seepage Pit: 1. Size 2. Material E.Disposal Field: Total Length of Lines B. Distances: / A. Well To: Septic TankA Absorption Areae—, Sewer. Lines Nearest, Lot Line , Other Contamination , B. Foundation to Septic Tank `, Absorption Area C. Absorption Area to Nearest Lot Line Zequest for Approval of Individual Sewer & Water Faoilities Page Two Approved Disapprove Date--,/ y -D Approval Valid for One Year From Date igned Greater Anchorage Area Borough, Department of Environmental (duality DIAGRAM OF SYSTEM uUl��Ir .Lbk, 61le inrormation contained in this request for approval to be a true and accura!:e -enrosentation of the suhiect sewer and water facilities located at: Signed Date 1) a r 21 rIr- t;Hl�irci X As. 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