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HomeMy WebLinkAboutDENALY BLK 1 LT 20naly Block Lot 20 #067-04! -26 Municipality of Anchorage Development Servlces 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 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number:. SV/O 10161 PID Number:. 067--041 --26 Name: LEE COY Wastewater System: · New I-I Upgrade 19425 UPPER SKYLINE DRIVE * EACLE RIVER. AK 99577 ABSORPTION FIELD (907) .360-7117 4 = Deep Trench · Shallow Trench r'l Bed I-I Mound I'1other LEGAL DESCRIPTION 2, ,,~.s: 1.2 r.~/~, r~ r~, ~,~, ~ ~.~,,7.86 20 1 DENALY .3.89 MAX. ~ 5.97 SEE DWG. r~ 60 J WELL:· New I-I Upgrade 5 r~ 1 -- PRIVATE 191 n. 190.2.3 rL 600 s~.n~ D 50.34-/ F-810 M &: W DRILLING 7/5/2001 1 r~ DAN CREEN 7/10-11/01 .30 G~ UNKNOWN ~. 2 ,~ TANK SEPARATION DISTANCES · s,p~c = Hololng a S.T.£.P. =Other From Tank Field Stotlon Tonk S,,,*~ u.- "PREMIER PLASTIC" 1300 Well 100'+ 100'+ -- - 25% ~"~: PLASTIC ,,,~ or ,,,~.,~ 2 Su,a¢, Wot,, 100'* 100'+ - - - LIFT STATION ~ark~: BENCH MARK TOP OF CMU FOUND^TION © POINT [~""'~ 109.70 · ~,..",I i r'.:,.?r~0 Inspections performed by: AWWC, INC. Dates: 1st 7/10/01 ~'*~.':: I~' '!:~ ~""' 2nd 7/11/01 ~.... ~I'/ '~')~.-r ...... i._,,K;.., ~l,.~ (..-fzc......-..,,,,,~..~ 3rd 7/11/ol ~ '-l..h r~, .~. (~;;-;~';.~ Department o[ Health and Human Services approval ~h-~u~?o ....~. ....... "-,,--*~,~ ~"'~ ~'~ AS BUILT DRAWING SW010161 '-- 067-041-26 DBL1 77.58 42.57 / k~ DB~ 78 57 44.00 [~'~ MT1 105.06 60.12 / ~~ / / c. ~~ ~ ........... ~/~4/~oo~ ~S~ WATER ~ ~STEWATER ~ c.J.o. .. DENALY SUBDIVISION; LOT 20, BLOCK 1, AS-BUILT DRAWING OF NEW WELL AND SEPTIC SYSTEM AS BUILT DRAWING SWO1 O161 -- 067-04'1-26 FINN. GRADE - 102.01-102.25 TOP OF TANK AT---~ ~ : ~P ~ ~K AT N~ 1300 G~O ~ OF BU~C~ "PREMIER P~C" I~l~ OF BUNt AT AT ~N~ - ~.S4 SEP~C T~K o~ ~- ~1~ ~) - g1.14 ~.) ~SI~ WATERcoNsULTANTS. & WASTE~TER, uc. ~ ~ ~2~,, 4. ]u~i ~ '~ .~, .~..~.~. ~,~ ~...~.~..~ **~. ~,~ ,,~,,.,~,,.. ,~ ,.,,,,~..~ s.x.s. ' ....... ~ 't '~ ~"--~ ~_']r' ~" ," ....... : .... LEE COY (907) 360-7117 2 OF 3 ~ ~.,~o.: -7953....' ,~,~ sumws~o,: ~o~ =o. ~oc~ ~. .~:.... ........... .~ PROFILE AS-BUILT OF NEW SEPTIC SYSTEM 3453287 H W BRILLING, ,rillin~, :[nc. · P.O. Box llU~l?l~+Ancho~age, AK 99§11e +907-345..4000 · 907-34§-3ZB7 .lob Pelvnlt No.: Project No.: PAGE: 81 OI-ITI SWOIOI61 NIA. ~rouffdwater Well As-BuiH & Log · P/eli Owner: Coy, Lee (Coy Homes) ·/.,~M De~eH/~fon: Lo~ 20~ Block I De~aly Subdivision , ~ River, Alaska Construction · Use of P/ell: Domes~c +G~o~No~: (10) S~cks-No. 8bentonite granules · Well Development: Met~o~: Air $~ NOteS: + ~ wn~ le~ (SWL) 1 (~) ~) ~ of c~r ~. eWeHy~fr 30 . ~~(GPM~~)~r I w~b I ~/. of ~awdown (DD) f~ ~ ~l ~). · B~eofco~gd~lon: 05 July2001 eP~mplns~li: Well Depth bt feet from top of r--;'= D,d-', of for~_ ,m,~ ptnetrnted? sku of material? ~olor and hardntu. 0 TO 2 Casing stickup 2 TO 3.5 Topsoil: brown 3.5 TO ~8 Silty gravel: brown 38 TO 57 Silty gravel: brown? damp 57 TO 70 Gravelly siit:brown 70 TO 85 Gravelly..sand.ysilt: gray, dry 85 TO 185 Gravelly clay 185 TO 191 Bedrock TO TO 'fO TO c..~t~t~m No'~. 814 & MUNICIPALITY OF ANCHORAGE Development Sen/ices Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Jun 05, 2001 Expiration Date: Jun 05, 2002 Permit Number: SW010161 Legal Description: DENALY BLK I LT 20 Design Engineer: 0041 AK Water & Wastewater Consultant Owner Name: LEE COY Owner Address: NHN DENA1NA DRIVE EAGLE RIVER, AK 99577- Parcel ID: 067-041-26 Site Address: Lot Size: 55032 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 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 coiling (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. ' PRIOR TO CONSTRUCTING THE WATER WELL, THE WELL DRILLER SHALL SUBMIT A DRILLING PLAN TO THIS OFFICE. THIS PLAN SHALL SHOW HOW THE WELL CONSTRUCTION WILL PREVENT ALL LEAKING ' THROUGH THE CASING ANNULUS FROM THE CONFINED AQUIFER. Received By: --,~ ~ . Issued By: ?~ ~,~"'~ ~. ~-- Municipality of Anchorage Development Services Department Building Safety Division *~* On-Site Water & Wastewater Program 4700 ,South Bragaw SL P.O. Box 196650 Anchorage, AK 99519-6650 www.d.anchorage.ak.us (907) 34~-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. O~ 7 --041 --26 Permit Number ~IUOIOI~I Property owner(s) LEE cOY Day phone ~60-7117 Mailing address (1) ~ ITl: ~ address (2) 19425 UPPER SKYLINE DRIVE * EAGLE RIVER. AK ~.~.MHI~ DEIVRIIVA DRIv~- ~pCede Legal desm'tpflon (Lot, Block & Sub'd.) LOT 20. BLOCK 1: DI~NALY SUBDIVISION Legal description (Section, Township & Range) Lot Size 55.032 Acres/Sq. FL Number of Bedrooms ~9577 THIS APPUCATION IS FOR: Sewer Only ~E] Well Only Sewer and Well Water Storage Sewer Upgrade [] THIS PROPERTY CONTAINS: Hot Tub ~ JacJ -"~! Swimming Pool Water Softenlng 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 &: WASTE'WATER CONSULTANTS~ INC. Permit Fees: ,'-~/-'//'~- Date of Payment: .'~-/ Receipt Number:.. Walver Fees; Date of Payment: Receipt Number:., ALASIG WATER & WASTEWATER CONSULTANTS, INC. May 29, 2001 Municipality of Anchorage Development Service Department Building Safety Division On-Site Water 8: Wastewater Program P.O. Box 196650 Anchorage, Alaska 99519-6650 : Reft Proposed Well and Septic System Design for Lot 20, Block 1, Dcnaly Subdivision To whom it may concern: The proposed 4 bedroom house will be served by a private well and septic system. A test hole was excavated in the area of the proposed septic system. The proposed drainfield and alternate site will be designed around the 30 foot radius of this test hole. We are proposing that a 1250 gallon septic tank and a five foot wide drainfield be installed. Comments regarding the proposed design are summarized as follows: 1. SOILS: See the attached log, prepared by Ken Duffus, P.E., which shows the soil classifications, groundwater monitoring, and the percolation test results. It is our opinion that an application rate of 1.2 gallons/day/ft2 should be used. 2. TRENCH DESIGN: a. Percolation Rate: 2.2 minutes/inch b. Allowable Application Rate: 1.2 gallons/day/ft c. NumberofBedrooms: 4 d. Design Flow: 600 gallons per day e. Minimum Absorption Area: 500 fl2 f. Total Depth: 8 feet (max.) g. Effective Depth: 4 feet h. Width: 5 feet i. Reduction Factor: 0.50 j. Minimum Length: 60 feet long k Effective absorption area = 600 ft2 3. SURFACE WATERS: There are no surface waters within 100 feet of the proposed upgrade. 6901Dcbarr Road, Suite 2B Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Wcbsite: akwwc.com 4. TOPOGRAPHY: As can be seen on the attached topographical site plan, the slope ranges from ! 5 to 25 percent running from approximately northeast to southwest; 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 any questions, please contact us at 337-6179. Thank you for your assistance. E., M.S. NOTE: ~lttached is a site plan drawing, a design drawing, a topographical site plan, a soils log, and a 7 page construction specification letter which are aH part of the design package for this septic system. 6901 Debarr Road, Suite 2B * Anchorage, AK 99504 Ph: (907) 337-6179 * Fax: (907) 338-3246 * Website: akwwc.com ~ N Y LOT 7, BLOCK 1; ~ / ~ ~.. ~~'- ~ / ~ 5/29/2001 CONSULTANTS, INC, ~ 'R~EO FOR PHONE NUMB.: ~E NUMB.: LEE COY 360-7117 1 OF 2 DENALY SUBDIVISION; LOT 20, BLOCK 1, SITE P~N FOR PROPOSED WELL LOCATION A.D SEPTIC SYSTEM -'~ '~.~ / '5-'~'- 2.. ". . ~S~ WATER & ~STEWATER ~, ~y~, ~ ~., .~..~ co,so,tams. ~.. ~ ~ ,; ,..2 ...... :...]~ LEE gOY $60-7117 2 ~E$16~ Og PROPOSED WELL LOgA~lO~ 20441 PTARMIGAN BLVD. EAGLE RIVER,' AK 99577-8736 SOILS PERCOLATION TEST Performed for:. ' F. Robert Be]! & Associates Date Performed: 4/23/99 Project:. (Fe~) D¢z4A~' .~u~,nod I SEE ATTACHED SITE PLAN OrS- ~oft, blach.to orange, moL~t ] FOR HOLE LOCATION h4'L- SI/~f, brown slishtl¥ sand)', sLit, moist I.WasGmundwaterancou~tered? NO Whatdegth? NA [ Depth lo water after monltoring? DRY Date? $/15/99 Reading Date Gross Net Depth to Tu~e Time Water Drop I 4127199 2.'OO - , 2 2:10 10 mln 2 6/16" 4 10/16" 3 ' 2:11 7" . '4 2a1 1omi. 2 6/16" 1410/16" 5 * 2'.22 6 2:32 10 mln 2 14/16" 4 2/16" 7 · 2:33 7" 8 2:43 lOmin 2 8/~6" 4 8/16" 9 2:44 10 2'..54 10min 2 8/16" 4 8/16" 11 2:55 12 3.'05 10min 2 8/16" 4 8/16' · Wat~' Added SP- Med dense, gray, slightly silty, gravelly sand w/cobbles B.O.H. 15- 16- 17- HOLE PRESOAKED PRIOR la- TO PERCOLATION TEST 19- .'1 PercolalionRate 2.2 (mln/in)PercHoleDiameter 6' ] 20- Test Run Between 3.5 feet and 4.5 ' feet I, Kenneth M. Du ffus, certify that this test was performed in accordance with all State and Municipal guidelines in effect on this date. MunicipalitY of Anchorage 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 (. ERTIFICATE OF HEALTH ,b, UTHORITY ,b, PPROVAL FOR SINGLE FAHILY DWELLING Parcel I.D. 067-041-26 1. GENERAL INFORMATION Expiration Date: Complete legal description DENALY SUBDNiSION; LOT 20, BLOCK 1, Location (site address or directions} DENAINA DRIVE * EAGLE RIVER, AK 99577 Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address LEE COY Dayphone 360-7117 19425 UPPER SKYLINE DRIVE * EAGLE RNER, AK 99577 Dayp~one. Day phone Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 4 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ~ Individual On-site Individual Water Storage Individual Holding tank Community Class Well [] Community On-site Public Water System [] Public Sewer The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single family on-site wastewater disposal and/or water supply system. DSD also Issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results less than 30 days old. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. Note: Alaska Water and Wastewater Consultants, Inc. shall be paid $ 975.00 at, or pdor to closing for the engineering services provided. 4. STATEMENT OFINSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I vedfy that my - investigation, based on procedures outlined in the Health Authority Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further vedfy that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installafion. Name of Finn ALASKA WATER &: WASTE'WATER CONSULTANTS, INC. Address 6901DEBARR ROAD, SUITE 2B * ANCHORAGE. AK 99504 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, A WWC, Inc. a~tempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system under the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. SatisfactoG, test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. A WWC, Inc. can therefore not preside any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorfzed, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE J//' Approved for L~ bedrooms. Disapproved. Conditional approval for __ Attachments: HAA Checklist Septic System Advisory Well Flow Advisory bedrooms, with the fllowing stipulations: ~: WATER AND .~ ,, PROGRAM ._.~ Manitenance Agreements Supplemental Engineer's Reort Other Original Certificate Date: Legal Oescdption: WELL DATA Municipality of Anchorage Development Services Department On.~te W~r & W~t~waW Program P.O. Box 196650 Anchorage, AK 99519-6650 HFAITH AUTHORITY APPROVAl_ CHECKlIST DENALY S/'Dj LOT 20t BLOCK Parcel ID: Well type PR~VA~ If A, B, or C provide PWSIDft N/'A Date completed 7/5/'2001 Sanltary-,ed (Y/N) YES Totaldept~ 191 fl. Casedto 190.23ft. FROM WEU. LOG Date of test 7/'~/'2001 Static water level 1 ft. Well production 30 g.p.m. WATER SAMPLE RESULTS: 067-04.1-26 Well Le~ (Y/N) Wires pmpeify protected (Y/N) Casing height (above ground) AT INSPECTION ,.,,- Coliform ~ colonies/100 mi, Nttmte° Date of sample: /r(i/,,/oz. ~/ 4'//'~/"~ofiectedby: SEPTiC/HOLDING TANK DATA Tank Type/Material PLASTIC Tanksize 1300 gal. Number of Compartments 2 Foundation cleanout (y/N) YES Date of pumping NEW C. ABSORPTION FIELD OATA Depmssinn over tank (y/N) NO Pumper PBELOW FINAL GRADEI g.p.m. Other bacteda (~ AWWCt INC. . coloniedlO0 nd. New depth If yes, gtve date Date installed 7/~o-~/~m~ Soil rating ~orfl~xlrm) 1,2 Systemtype Length 60 fl. Width 5 fl. Gravel below pipe Total depth 7.0-7.5 fl. Eft. absorption ama 600 fi= Monitoring tube YES Date of adequacy test NEW Results (Pass/Fall) - Fluid depth in absorption field before test - in. Water added - gal. Elapsed Time: - min. Final fiuid depth - in. Absorption rate >= Any rejuvenation tmalment (past 12 mo.) (Y/N & t~tpe) - TRENCH 3.97 ft. Depression over field NO For 4 bedrooms g.p.d. YES 24 .in. Date installed 7/10-t 1/2001 Cleanoute (Y/N) YES High water alarm (Y/N) N/A D. LIFT STATION Date installed Size in gallons ~ "Pump on' level at in. 'Pump o?~.~n. High water alarm level at in. ~ Cycles tested Meets alarm & circuit requirements?. Septic tsnidlilt station on lot Absorption field on lot Public sewer main Sewer/septic service line SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: 100'+ 100'+ N/^ 25'+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5'+ Water main N/A Water service line 10'+ Wells on adjacent lots 100'+ SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Water service line 10'+ Curtain drain NONE KNOWN COMMENTS Building foundation. I0'+ Surface water 100'+ Wells on adjacent lots 100'+ On adjacent lots 100'+ On adjacent lots 100'+ Public sewer manhole/cleanout N/A Holding tank N/A Absorption field Surface water. 5'+ 100'+ Water main N/A Driveway, parking/vehicle storage 25'+ G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Munlc/pal records that the above systems am in conformance with MOA HAA guidelines in effect on this date. Engineer's Printed Name Data JE~KEY A. GARNESS Fee S Date of Payment Receipt Number (Rev. 12/oo) Waiver Fee $ Date of Payment Receipt Number / ~r, ~o~ ~-- ~0 ~ ; : ~g~ode~b r~gr~and 19 ~0 I.