Loading...
HomeMy WebLinkAboutTERI TR A4BTeri Tract A4B #050-751-52 r1�BILL & COLE OC CO dba "I LLIVANWATER WELLS RO. Box 670269, g www.suilivanwaterwells.com Pump Installation Log Well Drilling Permit Number: SW Parcel Identification Number: Legal Description TERI TR A413 Pump Installation Date: 11-9-15 Pump Intake Depth Below Top of Well Casing: 315 Pump manufacturer's Name: Goulds Pump Model: SHS07422C Pump Size: 3/4 Pitless Adapter Burial Depth: 7 Pitless Adapter Installer: Unknown Disinfected Upon Completion? ® yes ❑ no Method of Disinfection: Chlorine 50 PPM Comments: Pitless Manufacturer: Campbell Pump Installers Name: Sullivan Water Wells Date of Issue Property Owner Name & Address David Owens 4210 Mariah Drive Eagle River, AK 99577 feet hp feet Attention: The pump installer shall provide a pump installation log to the DSD within 30 days of pump installation. • ..� Municipality of Anchorage ••, Development Services DepartmentBuildF+ Onsite Water end Wilding Safety Division Wastewater Program P.O. Box 196650 Anchorage ,, AK 99519-6650 S. aw St. M'w""'.d.anchorage.sk.us (907) 343.7904 Page 1 of 2 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. ----- - 47 Nmw PID Number. •OiOi�!_•D9 05-0 -7-r'/ • 5 Baa„, Wastewater System: ❑ New ® Upgrade Phw wno..ae.aoom. ABSORPTION FIELD 0 D•ep Toon, 0 Sh•nor TWXh 0 ew 0 Mavb O of w LEGAL DESCRIPTION SWFt""° TNr o.Nn aom dnwr a.d. elax La 8a,drwwm1.2 GPDrFe 8 Td»„wF TRACTA48 TERI D” m PM W= •. ^non, «,pn" a.GrvN apm ewnn F,p Rw" Spon` FI. 8 Fa•dyd•pdh ongr a•y GrmlLwpth. Well: 37 2 FI. 31 ❑New ❑Upgrade c. «wam N of w. Di".no. en•..n en C4•�ro„ (Pmm•, A B. CI Tow Dplh. � F'• 1 0 I EXISTING PRNATE ted" Tow n.aq"n r•• Pro. LIM"ry " 375 Fr ASTM 3034 Dr~Fi Dn• DnINd 54,t Wnr LMI hHnNf v»a MARTIN CONSTRUCTION D"•kwa P -Ws"" C*"VH-arAnd,.crowrL 8/1/1993 CPM " FL TANK SEPARATION DISTANCES To Septic Absorption LM Hoktln ®SZ S E3 Holding ❑ S.T.E.P. ❑ Other. Fro^' Tank Field Station Tank g Sewer wew•0 ANCHORAGE TANK 1000 D" W« +100' +100' _ ,. +251 STEEL EL w. N.,w..a cdmq swtwo w"" +100' +100' _ _ LIFT STATION 2 NO LIFT D" Fa ndwm +5• +10' •Pu/nP do r," M 'P,m ar Noah wH" FNrm by ti two Drv, +50' +50' _ ,� Pump Moo a LbMI Ew„� inM I: R",wF• BENCH MARK TOP COURSE OF BLOCK AT ADDITION M .wn 100 FL Inspections performed by: CHRISTOPHER WOOD Dates: 1'"-111312006 Development Services De artment A 2n0 911412006 'A : CI( TOPHERR WDOD P pprovalM Reviewed and approved by: a« ivodr Date:l `.c"!s'OROFr: �rafPLG�4 � Permit No. LWO60147 Page 2 of 2 Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT ON—SITE WATER & WASTEWATER PROGRAM 4700 SOUTH BRAGAW STREET P.O. BOX 196650, ANCHORAGE, AK 99519-6650 On—Site Wastewater Disposal System and/or Well Inspection Report Legal Description: TERI TRACT A4B o ROPERLY ABANDONED 3'X31' RESERVEAREA C NEW 1000 GA OLD TANK (SEPTIC TANK PROPERLY ABANDONED '` O 1 WELL B•M OUSE - I O - CLEANOUT rvUW7AHON >� - WELL - MONITOR TUBE 1. NO SURFACE WATER WITHIN 100' OF INSTALLED SYSTEM ELEVATIONS 2. NO EXESSIVE SLOPES WITHIN 5a' (NOT TO SCALE) DOWN HILL OF INSTALLED SYSTEM LlTaa COURSE OF B mK AT ADDITION J ASSUMED ELEVATION 100' 2' FILL MT -1 �TH-I 4' 90.7 2'qYPTANK . o �-90.5 1,000 GAL 0 • � .'o NO .W.T. 909 0 6'GRAVE•,o°•°, 84.5 78. 86 86 90.5 CAM BOTTOM OF T.H. 050-751-52 PM 6/1/�O' ENGINEER'S SEAL ra�OF `..... 4 . ...::y l ...... ........&" ....::. V.CHRISTOPHER R. NVOD, CE -10387 �ov,;............�' Page 1 of I Wood From: 'Poet, Jeff W.• <PoetJW@cl.anchorage.ak.us> To: <chris@eres-ak.com> Sent: Thursday, June 07, 2007 8:23 AM Sub)ect: saaa-PinkSheet 020107i.doc Municipality of Anchorage Development Services Department Building Safety Division ' On -Site Water and Wastewater Program 4700 South P.O. Box 196650 Anchorage, AK 99519-6650 St. www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: Chris Wood Legal description: Teri Tract A413 The attached paperwork has been reviewed and is being returned for the following reasons: 1.Was old tank and field properly abandoned ? 2 -Gravel depth on Inspection Report Is 7.3 feet , not 6 feet as permitted. Name of reviewer: Jeff Date: June 7, 2007 6n12007 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: Jun 09, 2006 Expiration Date: Jun 09, 2007 Permit Number: SWO60147 Parcel ID: 050-751-52 Legal Description: TERI TR A4B Design Engineer: 0848 EAGLE RIVER ENGINEERING SEI Site Address: 004210 MARIAN DR Owner Name: DAVID OWENS Lot Size: 305356 SO. FT. Owner Address: 4210 MARIAH DRIVE Total Bedrooms: 3 Permit Bedrooms: 3 EAGLE RIVER. AK 99577-9752 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, sealed, and heated to prevent freezing. 5. The following special provisions. Provide water sample test results for the existing, undocumented well with the as -built inspection report. Received By: Issued By: Date: Date: 641-005 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEPTIC/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 05c> -'a-51- Cia Property owner(s) Day phoneO LI -� Mailing Code q165-1-1 Site address tI-_X10 Mi2rickk X�r iVx Ennt t -j;_>i ii-c_r_Zip Code 9915-1-1 Legal description (Sub'd, Block & Lot) T'Lri T. -n r -i A --I B Legal description (Township, Section & Range) -r t I fJ ?-I E 5ac- 33 Lot Size 305. 35(6 __Sq. Ft. THIS APPLICATION IS FOR (®all that apply): Absorption Field 0' Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage ❑ Number of Bedrooms 3 THIS APPLICATION IS AN: Initial 0' Upgrade ❑ Renewal ❑ I certify that the above information is correct. I further certify that this application is being made for a Single Family.6welling and is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Waiver Fees: Date of Payment: Receipt Number: $� Receipt Number: (Rev. 11/05) Eagle River Engineering Services Christopher R. Wood, P.E. 10421 VFW RD. Suite 201 (907) 694-5195 tel Eagle River, AK 99577 (907) 694-3297 fax May 30, 2006 Dan Roth Manager, On -Site Services Municipality of Anchorage P.O. Box 196650 Anchorage, AK 99519 Re: Terri Tract A413 Narrative & Permit Application Dear Mr. Roth: Eagle River Engineering Services (EKES) was contracted to design a new septic system at the above referenced property. There is an existing failed undocumented septic system on the property that will be abandoned per MOA Codes during the installation of the new permitted wastewater system. A well log is being submitted, and we believe it to be the well located on this property. The proposed 3 bedroom septic system will have very limited impact on adjacent properties for the following reasons: 1. The surrounding lots are all very large, so this lot and neighboring lots have room for septic systems and alternate sites 2. Immediate neighboring septic systems are all +30' distance, and no private (or community) wells within 200' of the proposed septic system. 3. This permit is for a septic system only. 4. Drainage will not be affected and is not a major consideration in our design. 5. Slopes are less than 25% in the area of, and adjacent to the primary and reserve septic sites. Installation of the new deep trench septic system on this lot will not adversely affect the septic systems or reserve areas on adjacent lots. If you have any questions please call our office at 694-5195. Sincerely, EAGLE RIVER ENGINEERING SERVICES 4g;Aee��/ Christopher R. Wood, .E. Principal \2003\06-031 S EPTICNARRATI V E ii Qi 0 2 1N3N3SV3 OINL33M OW 3NONdTM X 960 0 d r o � � O U m U U �Z3.1 W V rn \ O � 4 O K n W 2 ~ W r3-: 0 1 I 459.88' 10' MIN NO WELL+200' INSTALL NO SEPTIC +30' NEW 3'X31' TY� TRENCH EXISTIN ABAND 3'X31' RESERVE AREA INSTALL NEW 1000 GALS SEPTIC TANK INSTALL NEW FOUNDATION TO BE SON EXISTING TANK OA REQUIREMENTS WELL ® — TEST HOLE — — — EASEMENT \ / • — MONITOR TUBE — PROPOSED LEACH FIELD �C\ o — SEWER CLEAN OUT — EXISTING LEACH FIELD — WELL © — DRNEWAY WELL/SEPTIC DETAIL LEGAL: TERI TRACT A4B OWNER: DAVID OWENS CONTRACTOR: MARTIN CONSTRUCTION JOB 06-031 1 DATE: 5/19/2000 SCALE 1 "=30' EACLE RIVER ENGINEERING SERVICES P.O. Box 773294 EACLE RIVER, AK. 99577 (907) 694-5195 FAX. (907) 694-3297 OF TOPHER R. WOOD. CE -10387 Eagle River Engineering Services Christopher R. Wood, P.E. 10421 VFW Rd. Suite 201 (907) 694-5195 tel Eagle River, AK 99577 (907) 694-3297 fax SPECIFICATIONS FOR ON-SITE SEPTIC SYSTEM LEGAL: Teri Tract A 4B May 30, 2006 A. GENERAL 1. The well and septic plan is for a 3 bedroom single family residence only. 2. The drawing and or site plan shall be a part of this specification. 3. All materials and workmanship shall meet the Anchorage Department of Health and State Department of Environmental Conservation requirements. 4. All soil tests are advisory to the design and are to be verified or modified in the field by the engineer. 5. All excavations and depths are advisory and are to be verified in the field by the contractor to meet Municipality of Anchorage, Department of Environmental Conservation requirements. 6. It is the responsibility of the owner to obtain all necessary permits or easements and to locate any adjacent multi -family wells. 7. The excavation is to be exactly in the area shown on the site plan, any deviation requires engineer approval. 8. Any remaining open test hole excavations shall be filled and monitor tube removed. 9. It is the responsibility of the contractor to obtain any lot line staking or well radius staking, etc... by a licensed surveyor prior to installation of any component of the septic system. Although not required, it is highly recommended, and is purely the responsibility of the contractor if any component of the wastewater system is installed too close to any lot line, house foundation, well radius, surface water, or any other object which the MOA requires specific setback requirements. B. SEPTIC TANK 1. The sewer piping from the house shall be 4" PVC 3034 laid at 2% grade minimum, and insulated with 2" of burial foam if shallower than 3 ft., with 2 ft. minimum. A foundation cleanout shall be installed within 4' of the house foundation. 2. The septic tank shall be an Anchorage Tank 1,000 gallon 2 chambered septic tank. Contractor may submit alternate tank and for approval, as long as it meets MOA requirements. Two opposing after - tank cleanouts shall be installed. C. TRENCH 1. The trench is to be located as shown on the site plan. 2. The total depth of the initial trench excavation is to be 8' max. relative to existing ground elevation at ground water monitor tube. The bottom of the trench shall be level, plus or minus 1.5". 3. A 6 foot layer of sewer rock is to be placed over the native sand and gravel. The 4" effluent piping is to be laid on top of the gravel layer with, with 6" additional gravel added as follows: 4" along sides of effluent pipe, and 2" of gravel cover over the piping. 4. The completed trench gravel and piping is to be covered with typar fabric material. 5. Soil or combination of soil and extruded board insulation to a depth of+3' or equivalent is to be placed over the leachfield. Soil shall be contoured over the trench to prevent runoff from ponding. Approximately 1.5 feet of fill shall need to be excaved from the slope above the trench, and placed over the trench, to meet the minimum coverage of 3'. Continued on next pace \\Eres\DOCS\WPDOCS\2006\06.031trench- spec.doc Eagle River Engineering Services Christopher R. Wood, P.P. 10421 VFW Rd. Suite 201 (907) 694-5195 tel Eagle River, AK 99577 (9o7) 694-3297 fax Continued: RECOMMENDED LEACHFIELD DIMENSIONS: TOTAL DEPTH = 8' GRAVEL DEPTH = 6' under effluent pipe, 2" over pipe TRENCH LENGTH = 31' TRENCH WIDTH= 3' SOIL RATING= 1.2 GPD/fit BEDROOM CAPACITY= 3 SEPTIC TANK= 1,000 gallons EFFLUENT PIPE= 4" diameter of Muni and Engineer approved materials and construction Twenty-four (24) hours notice required for all inspections. 1\Gres\D0CS\WPD0CS\2006\06-031 trench- spcc.doc EAGLE RIVER ENGINEERING SERVICES P.O. Box 773294 Eagle River, Alaska 99577 (907)694-5195 ERES Project No.: 06-031 Calculated By. CB Date: 5/30/2006 Legal: TERI TRACT A4B TEST HOLE Single Family 3 Bedroom Dwelling Deep Trench Subsurface Wastewater Disposal Field Water use at 150 gallons per bedroom = 450 gallons Percolation rate = 4 minutes per Inch Wastewater application rate = 1.2 gallons per day per square foot Required absorption area = 375 square feet Trench width (W) = 3 feet Gravel depth (D) = 6 feet Required length = Required absorption area 12 / D Required length= 375 / 2 / 6 Required length - 31 feet Total Excavation Depth = 6.0 feet 06-031TRENCHCALC 1:12 PM5/30/2006 EAGLE RIVER ENGINEERING 10421 VFW RD, SUITE 201 EAGLE RIVER, AK. 99577 (907) 694-5195 FAX: (907) 694-3297 SOILS LOG - PERCOLATION TEST .CHRISTOPHER R. CE -10387 PERFORMED FOR: DAVID OWENS DATE PERFORMED 5/15/2006lk\;�'v 1�� LEGAL DESCRIPTION: TERI TR. A48 TOWNSHIP RANGE SECTION T14N. R1E. SEC.33 TEST HOLE N 1 DEPTH (FEET) 6 11 t2 13 u 15 16 19 21 22 ORANGE TOPSOIL WAS GROUND WATER ENCOUNTERED? NO IF YES AT WHAT DEPTH N/A DEPTH TO WATER AFTER NONE .. MONITORING? DATE: L 2006 SITE PLAN(NOT TO SCALE 4l ® TRACT Al H TRACT A48 Q ♦7 G PERC TEST RESULTS READING DATE GROSS TIME NETTIME DEPTH TO WATER NETDROP 1 05/15/2006 4:01 0:00 6' 0 0 2 05/15/2006 4:11 0:10 6' 2 1/2 2 1/2 3 05/15/2006 4:12 0:00 6' 0 0 4 05/15/2006 4:22 0:10 6' 2 3/8 2 3/8 5 05/15/2008 423 0:00 6' 0 0 6 05/15/2006 4:33 0:10 6' 2 3/8 2 3/8 PERCOLATION RATE- 4 (MMINCH) PERC HOLE DAMETER=6" SOILS L GED BY: HAR S UALZARINI PERCOLATION TEST BY: CHARLES BALZARINI ICERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE:-oD/oe M -w DRIVING, Inc. P.O. Box 4-1728 ' • 2811 Dawson A C 907-279.1741 ANCIIORAGE, ALASKA 09009 DRILLING LOG Well Owner Randy Mauldin Use of Well Dom Location (address of: Township, Range, Section, If known; or distance main road / —.-. - - I /U I // I // M. IV In w — Size of casing li Dcpth of llole— 25 feet Cased to 121 feet Static water level215 t. (aXAH) (below) land surface. Finish of well (check one) open end ( X ); Screen ( ); Perforated ( ). Describe screen or perforation None Well pumping test at-5_gallons per (M-) (minute) for 1 hours wlth_104a —ft. of drawdown from static level. Notes 4e ASS plastio liner run from 115 to 325: Date of completion 'Q Ang 73 throughout St hLiner is perforated WELL LOG Depth in feet from ground surface Give details of formations penetrated, size of material, color and hardness G To 1 l TOS_ �_To 115 _11i..To_125.._ —1Y!j—T0-127 —12LT0-521 TO TO TO TO TO Surface Oreatdioe _poyll�er Gravol�. Oobble Gravel I a ndy-Z silty `Lane Gravell oocaisional hmilders —elle Gravel —Fr@Qtun SLBadLpIlIL_ BedrooklgtQy eilsplptiD nrTi11i1C� water in fracture zone_ i 325 .TO— ic 1— CUSTOMER