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Home My WebLink AboutGREENBROOK BLK 2 LT 4 August 5, 2002 Municipality of Anchorage George P. Wuerch, Mayor Building Safer3' Division P.O. Box 196650 · 4700 S. Bragaw Street Auchoragc, Alaska 99519-6650 · (907) 343-8301 http://xxax~v.ci.anchomgc.ak.us Sharon L. Sprute 1300 Von Scheben Dr. Anchorage AK 99516-3208 Subject: On-Site Water and/or Wastewater Permit. Permit Number: SW010395 · _['E~"~'~l':D~'~fii/ti6i/:~Gi~enbro°k Block 2 Lot 4~ Dear Sharon L. Sprute: An On-Site WaterAVastewater Permit, number SW010395, issued by this office for a single-family system, will expire on September 26, 2002. This permit was valid for 365 calendar days. If this was a xvell permit and the well has been drilled, a well log must be sent to this office for documentation of the installation and to close the permit. If this permit was for a wastewater disposal system, an original as-built inspection report must be sent to this office for review, approval and documentation. This as-built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As-built inspection reports are required to be submitted within 30 days of the completion of the system. If no system was installed under this permit, and you are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. A new permit for a second year may be issued for a fee of $100.00 if the renewal application is received on or before the expiration date of the original permit. When applying for a new permit, the fees are: $400J00 for a wastewater permit and $150.00 for a xvell permit. If you have any questions, please call this office at 343-7904. ~amn~geC?ss' P'E' On-Site Water and Wastewater Program Enc: Copy of permit MUNICIPALITY OF ANCHORAGE Development Services 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 PERMIT Upgrade Date Issued: Sep 26, 2001 Expiration Date: Sep 26, 2002 Permit Number: SW010395 ~iLegal Descriptio'n: GREENBROOK BLK 2 LT 4 ,~ Design Engineer: 0088 Anderson Construction & Eng'g Owner Name: SHARON L. SPRUTE Owner Address: 13000 VON SCHEBEN DRIVE . ANCHORAGE, AK 99516-3208 Parcel ID: 017-023-62 Site Address: 013000 VON SCHEBEN DR Lot Size: 44771 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: [] Disposal Field r~ septic Tank Holding Tank. r-] Privy [] Private Well [] Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municip.al 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 a~'s~rption 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. Received By: Date: Date: Mtmicipali of Anchorage George P. Wuerch, Mayor ~ Sat~tv Division P.O. Box 196650 * 4700 S. Bragaw Strcct Anchorage, Alaska 99519-6650 * (907) 343-8301 http://www.ci.anchor:~gc.ak.us September 26, 2001 Michael N. Anderson Anderson Construction & Engineering 14250 Goldenview Dr. Anchorage, AK 99516 Subject: Waiver Request for Greenbrook Block 2 Lot 4 Waiver Request #WR010097 Parcel ID #017-023-62 Permit #SW010395 Department of Public Works Dear Mr. Anderson: Your request for a waiver of the required 10 feet horizontal separation from the on-site wastewater disposal system to property line has been approved. The approved separation distance is 5.0 feet. This waiver approval applies to the existing on-sitewastewaterdisposal system to property line separation only. Any future upgrade to the on-site wastewater disposal system will require all separation distances be met or another approval from this department. If there are any further concerns or questions regarding this waiver, please call our office at 343-7904. Daniel J. Roth Civil Engineer On-Site Water & Wastewater Program 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 wxvw.ci.anchorage.ak.us (907) 343-7904 Waiver Review Worksheet WR#: WR01009? PID#: 017.023-62 HA#: Permit~: SW010395 Date Received: 9110101, Legal Description: Greenbrook Block 2 Lot 4 Engineer: Mike N. Anderson Andemon Construction & En(flneerlnR Applicant: Sharon L. Sprute Waiver Requested: $ feet from Lot Line to Absorption Field Criteria: Geology Points: A. Water Table B. Soil SorPtion C. Permeability D. WaterTable Gradient E. Horizontal Separation Total: ~ Waiver is not Granted: Waiver is Granted: ListConditionsorReasonsforabove: .~'~:~ E&/ ~"I~"-~I( I ~ ~_ ~71~N OF' ~'U~')'/ Date: . Name of Reviewer Rec~: .010672 Amount: $115.00 Date Paid: 121312001 Municipality of Anchorage Development Services Dep. artment Building Safety Division On-Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE SEWEPJVVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 0 1 7 --0 [_~--{; Z Prdperty owner(s) ~,~ Mailing address (1) 13000 Mailing address (2). Legal description (Lot, Block & Sub'd.) Legal description (Section, Township & Range) Size // "]'- Lot ,77/ APPLICATION IS FOR: Sewer Only Sewer and Well Sewer Upgrade PROPERTY CONTAINS: Hot Tub Swimming Pool Therapy Pool Permit Number swO IO~/5- Day phone Zip Code ~q..,z-/,~; ._ 320~ Number of Bedrooms THIS THIS Well Only r"-I water Storage [] I-1 Jacuzzi [] [] Water Softening Unit [] 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. (Signature of property owner or authorized agent) Permit Fees: ~ '~"ZOc ~¢::~ Waiver Fees: Receipt Number: ~! (~ (Rev. 12/00) Date of Payment: Receipt Number: Michael N. Anderson, P Civil/Structural Engineering 4640 Shoshoni Avenue Anchorage, Alaska 99516 Phone 345-3377 Fax 345-1391 .E. September 26, 2001 Department of Health and Human Services P.O. Box 6650 Anchorage, Alaska 99519-6650 Re: Lot 4 Block 2 Greenbrook S/D To Whom it may concern: This is a request for a new septic permit at the above referenced location. The pert test hole was excavated to 14 feet with tight silts on top then sandy gravel starting at 5.5 to the bottom at 14 feet. A new 5 wide trench has been designed starting at 5.5 feet and ending at 7.5 feet, with 2.0 feet of effective depth. The perc rate was 2 minutes per inch but a slower rate will be used for longevity of the system. A new tank will be installed if the old one is found to be rusted out. The old perc test had water at 9 feet but this was on the lower elevation which is at least 3 feet lower in the front of the house. Water in the new perc hole was measured at 12.5 feet thus the new system can't be any lower than 7.5 feet. Other test holes were excavated but nothing was found which had the clean sandy gravel. Due/closeness of the north property line a waiver is requested of 5 feet to keep the system near the test hole. The neighboring property will not be impacted by this new system due to the community water supply. This new system will not affect the future development of the neighboring properties due to the community water supply. The general drainage is to the south and east at approximately two percent, with slopes being less than 2 to 3 percent. If you have any question please call me at 345-3377 Michael N. Anderson, P.E. D1L I r> O'7 DESIGN CRITERIA: 4 BDRM X 150 = 600 GPD SOILS-' 600/0.,8 = 750 SQ FT REQ'D 750/5 X (0.68) = 102' TRENCH: ~9~-DEEP 2,0' EFFECTIVE 5,0' WIDE 102' LONG -13' ML SP I ~, ~~~~,,,__R~LiOUND OVER ~ ~--GRADE I I~ ER FABRIC TR~N'C" SE~q~ON ! ~ ii I I I I I I I I I I I I I I I I I I -LOT 3- Propert~ ~MAND SHARON SPRUTE LOT 4, BLOCK 2 GREENBR00K SUBDMSION Prepared By MICHAEL N. ANDERSON, P.E. 4640 SHOSHONI AVENUE (907) 345-3377 / FAX (907) 345-1391 ~IMUNflY WATER SERVICE UNE ..... K?bX / / ,,, ' -LOT 5- -LOT 4- TANK C.O. DOUBLE FRAME HOUSE EXISTING TANK TO CRUSHED AND BURIED COMMUNITY WATER '~~ SERVICE LINE Proper~y JIM AND SHARON SPRUTE LOT 4, BLOCK g GREENBR00K SUBDIVISION Prepared By MICHAEL N. ANDERSON, P.E. 4640 SHOSHONI AVENUE (907) 345-3377 / FAX (907) 345-1391 SCALE: 1"=20' SEPTEMBER 14, 2001 MICHAEl. N. ANDERSON '. CE.,,,9469 q Municipality of Anchor'age. DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: ¢~'t ~v~ ~i' ~ {"~'"' ' DATE LEGAL DESCRIPTION: L ~'/J~--- i~',v~"t~t~O ~-~..~. Township, Range, Section: 1 2 3 4 5 6 7 8 9 10 11 12 13 15 16- 17- 18 19 2O COMMENTS SLOPE WAS GROUND WATER ENCOUNTERED? Y~' ~ s L IF YES, AT WHAT ~/~..~ ( O DEPTH? P E SITE PLAN I N ";~ ~>)l '1 Monitoring? I Z.,~'¢' Dat~ I Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE TEST RUN BETWEEN (minutes/inch) PERC HOLE DIAMETER FT AND ~ ET PERFORMED BY: f'~qt¢ ~,~ ( y~n ~_ '~( g, oe'/ I ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. 72-008 {Rev. 4/85) CERTIFY THAT THIS TEST WAS PERFORMED IN ~ H~ th and Environmental Prot6. .~ion " Fourth Floor West 825 L Street Anchorage, Alaska 99501 264-4720 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM LEGAL DESCRIPTION L f.-~ ~ ~ ~K'~-'~i/~ ~0J'-CO ~'. SEPTIC TANK: DISTANCE .~ NUMBER OF FROM WELL ('~,t~)IY'i!F}q, . MANUFACTURER (~F''('~-'~ ~' MATERIAL /~-~ ~--~ ~ COMPARTMENTS CAPACITY I,]~- 0 GALLONS. TILE DRAIN FIELD: DISTANCE FROM WELL ~..~ _l~ FF~..FOUNDATION ~ of Lines ~ DISTANCE BETVVEEN LINES DEPTI't OF FILTER DEPq.It: TOP OF TILE 1-O FINISH GRADE ~'~-~-' MATERIAL BENEATH TILE ~..,~ f TOTAL LENGTH ~ NEAREST LOT LINE [/5- ' OF LINE [~) ,~ ~ ~Of TRENCH WIDTH ~D '~.' TOTAL EFFECTIVE SEEPAGE PIT: Log Crib Rings__ BUILDING FOUNDATION DIAMETER -- OR WIDTH _ tLENG','-H DEPTH Crib Size: DIAMETER___DEPTH DISTANCE FROM: WELL TOTAL EFFECTIVE NEAREST LOT LINE_ ABSORPTION AREA (WALL AREA) .SQ. FT. Well Class: C~O~F~, Depth: Well Distance To: Lot Line Bldg: Sewer Line: Pipe Mater ial s: ~%/~1~ # of Bedrooms: Installer: %~, ~OQ~FaCT~ Remarks: DATE T'I--tE I;i:I'Z(;!IJ]:F:ED S]:;..":~E OF THE :50:[L t:iE 'F 'Z R'I::'T ]: ON :~:: I Ei'I :[E;' THE LEIqLql"H L':, ~. i'"IIEI",IE;:I: ON 1:5 THE: LENGTH '.': I N FE:E:T' .':' OF:' THE ]"REiqE:I4 OF: DF:P,:!: NF':f fELl:.':,. TFIE E:,EF:'TH OF I::1 "f'I:;-'.ENC:H OF.'. F':[T ]:S THE D]:S'T'F¢.,1CIE BETI,.IE:E:.N 'Tl"q:".!: 'E;I...IlRFFI(:::E OF THE: GF.:OUi",I[:, FINE:, THE: I!?,OTTEff'I OF THE E',:.:',CFt',,,'F:i]']:ON (IN FEE:T). TI-..IE 'TRIENCI'.~ 14 :[ [::,"r'l...I I:::OF?. E:,RF:t :[ NF:' ).: ELE:,'.:~:: :1: S 2--': F-'E:ET. THE GI;?.Ft',,,'EL. DEF'TI--~ :[E; THE t"I:!:t'.,1:[HLIH E:,EF'TH OF i_-.iI~:Ft',,,'EL. 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I.:.'.E[;:!IJ ]: I:;.'.EHEI",IT'.5 I"tl::l"r' F:I'v'F:I ]: t...RE:LE TO :I; I'.,I:E;IJI:;.:E PF:OF:'Ii~:I:;.". % IF;E". E:: E: I' I OFfJ~t1-,IE:, 'FIL. E'.'.r' "r'H :[ s N-'.:;_' T 'I"E~ St:?7.1...IF~EiE: [::, :[ E:F:'L'3E;t::IL. :E;"r'STEH Z FOR F:I F'~.II3L" ): C:"~ t.,.~EL.[ .... ::FIT ]: O1'.4S F:IPiI[) COt'.,1E;TE'4:UE:T ]: O!",1 [:, ): I::!GI:;i:F:IHE; F:IRE t: C:EF.':'I" ]: F:'"r' THI::IT .' 'J: FIi"i t::Fff"I:[L.]:FtF-: !.,.t:[TH THE I:;.:E:L::¢_]:REP1EI"4TS I:::'OF-: ':ff',I'-E:;]:"t'E E;Et.,.IIEt;;:S I::I1'.,1[:, I.,.llEL. L.:iEi IRE; S, tET -'hr';:TH B'¥' TI-lIE: i"IlJN ...... ]: I,.I:[L.t_ :[N':STFIL. L ]"HIE .:,~.:,11::1t :[tq FI ': "~': :' F:'[':,I::~i%IE:E I.,.!'~r';l"l.-t THE CODEE;. · ~).q,. I II'.,1[':,I::'IE"::;Ti:: '.,!1":, "i"l'- ::I"I" THE Oi'.,I..--:E;]: 1 E. SEI4tE:I.:;: 'Z:;"r':STE!H fll::l"r REL..!LIIF..E tEi",I[...F:II4.:.E~EHE:I',1T :t:F THE '!is TO :::_-': , .- ~ ul' IIgAL,'I'II ANI) ENVIRONMEb' if, PROTECTION 6-650, 9950~' 7 2518E. Tudor Ancho age, Alaska Performed 'For ate perf'0rCed legal Descrip' Deoth 11- 13- 14- Was ground water encountered? Reading Percolation rate If yes, at what depth? Date Gross Tinge minute Net Time Depth to H20 Net Drop Proposed installation: Seepage Pit '~-~' Drain Field " i/epth of Inlet · Depth to bottom of pit or trench. DA rE RECEIVED INSPECTION APPOINTMENTS TIME TIME TIME / MU~I~IFALII 1 ~r ~ .......... MUNIOIPALITY OF ANOHORAGE DEPT. OF DEPARTMENT OF HEALTH E ENVIRONMENTAL P~OTEO~RON~v AP R 2 9 1980 ENVIRONMENTAL SANITATION DIVISION RECEIVED REOUEST FOR APPROVAL OF INDIVIDUAL WATER AND SEWER FAglLITIES DI~EOTIONS: gompiete 811 parts oa page ~. Inaomplete requests will not be proaessed. Please 811ow ten (10) days for prooessing. 1. PROPERTYOWNER LOCKWOOD HOMES J ~g~4606 MAI LING ADDRESS 4611 Business Park Blvd. , Anchorage, Alaska 99503 PROPERTY RESIDENT (If different from above) PHONE Lot 4, Block 2 GREENBR00K SUBDIVISION (same) 2. BUYER PHONE DONOH0 MAILING ADDRESS PHONE 3. LENDING INSTITUTIO~LAS~ NATIONAL BANK 0F THE NORTH 278-4581 MAILING ADDRESS CALAIS BLDG - ANCHORAGEs ALASKA J PHONE 4. a~OW~* ~R[~, Inc. Realtors 278-4606 MAIU~G ADD,riSS 4611 BusSness Park Blvd., gnchora~e, ~laska 99503 5. LEGAL DESCRIPTION LOT 4, BLOCK 2 GREENBROOK SUBDIVISION ;TREET LOCATION VON SCHEBEN DRIVE (3.1 miles up DeArmoun, below Hillside Drive) 6. TYPE OF RESIDENCE NUMBER OF~BEDROOMS [] One [] Four [] Other [] SINGLE FAMILY [] Two [] Five [] MULTIPLE FAMILY [~ Three [] Six 7, WATER SUPPLY [] INDIVIDUAL* [] COMMUNITY [] PUBLIC UTILITY * ATTACH WELL LOG. A well log is required for ali wells drilled since June 1975. For wells drilled prior to that date, give well depth (attach log if available.) 8. SEWAGE DISPOSAL SYSTEM [] INDIVIDUAL/ON-SITE** [] PUBLIC UTILITY 1978 YEAR ON-SITE SYSTEM WAS INSTALLED. NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010 (Rev. 6/79) THIS SIDE FOR OFFICIAL USE ONL~ 1, TYPE OF RESIDENCE NUMBER OF BEDROOMS [] SINGLE FAMILY [] ONE [~ THREE [] FIVE [] OTHER [] MULTIPLE FAMILY [] 'CWO [] FOUR [] SIX PERMIT NUMBER 2, WATER SUPPLY [] INDIVIDUAL DEPTH OF WELL [] COMMUNITY DATE DRILLED [] PUBLIC UTILITY Connection Verified LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM PERMIT NUMBER F~INDIVIDUAL/ON -SITE DATE INSTALLED []PUBLIC UTILITY Connection Verified INSTALLER [~]Septic Tank or [~]Holding Tank Size: If Tank is homemade SOILS RATING give dimensions: TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCESwELL TO: Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line Absorption Area to nearest Lot Line 5. COMMENTS [~'"~APPROV ED FOR ~4-~ BEDROOMS [] CONDITIONAL APPROVAL (letter must accompany certificate) [] DISAPPROVED // /) DATE BY ~,~,.~ 72-010 (Rev. 6/79) 825 "L" STREET ANCHORAGE, ALASKA 99501 (907) 264-4111 GEORGE M. SULLIVAN, MAYOR DEPARTMENT OF HEALTH AND ENVIRONMENTAl_ PROTECTION July 24, 1979 Area Realty Barbara Xolehmainin 4611 Business Park Blvd Anchorage, Ak 99503 Subject: Greenbrook Subdivision The water system in Greenbrook Subdivision is approved. If you have a further Questions, please contact me at: 264-4728. ~~ Robert C. Pratt Associate Specialist RYCK ' Hbad Office/74~(,...~,,eet Anchorage, Alaska 99501 /907-279-0547,,_ '.,~,/~'ble TNHANCAK/Telex 090-25332 NYMAN E HAYES ENGINEERS / PLANNERS / SURVEYORS 8025.0 June 14, 1979 Les B. Pace General Partner 2nd & 4th Anchorage, Limited 4611 Business Park Blvd. Anchorage, Alaska 99503 Dear Mr. Pace: At the request of John Hardwick of your company a pressure test of the Greenbrook Subdivision water system was accomplished at 14:00 hours on June 13, 1979. This test was observed by Tryck, Nyman & Hayes and the results are certified by TN&H as follows: 125 pounds of pressure was applied to the distribution system for 30 minutes with no drop observed. In addition, the well was pumped using the operational pump for 5-1/2 hours with rate of flow measured at 46.8 gallons per minute. Prior to pump Static head was 8' above ground levet after 5-1/2 hours draw down in the casing was 40' and holding following shut down of the pump initial recovery at 1 minute was 20' with recovery to ground level in 6.5 minutes. Compared to initial tests, see attachments, this shows considerable improvement in the well since May 2, 1977 with ultimate production in the 100 gallon per minute range possible. Yours truly, TRYCK, NYHAN & HAYES---~x Ralph Westo~L~r Resident Engineer jgP encl