HomeMy WebLinkAboutRABBIT CREEK VIEW & HEIGHTS BLK 1V LT 7ARabbit Creek View Heights Block 1 V Lot 7A #020-521-12 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program, 4700 Bragaw St. P.O. Boz 196650 Anchorage, AK 99519-6650 Page 1 of 3 www.d.anchorage.ak.us (907) 343.7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: SWO50353 PID Number: 020.521.12 !Fick Wastewater System: ❑ New ® Upgrade baeu Rox 110682, Anch AK 99511 ABSORPTION FIELD Ph" reheara Bedroons: C3 Deep Trench OShallow Trench E3 Bed 0Moond ®other LEGAL DESCRIPTION Sod Reeng- Total Depth eanodprWpade: GPD�FIs Ft. Block: I.N. Subdinewrc Depth to ppe Dolan ban ongnw grade Grwal depth beneath ppe: 1V 7A Rabbit Creek View Fl. FI Township Range seopon: FA added above enprlal pada Gr tl Length: Ft. Ft. Well: New ❑Upgrade Graet eedh: N~ of lines: Distance beheeen Anes. FI. R clasvksben (Private. A. B. C): Taal Depth:Cased b: Toai absorpeen arae: Pipe male"; Exist' Private Fl. FI Fe Onnen Data" Walar Levo Instiller: Dale balled Ft Beek Construction 111612005 Tbld:Perry SMal: Camp Height ADove Grolnd: TANK GPM FI. FI. SEPARATION DISTANCES ❑ Septic ® Holding ❑ S.T.E.P. ❑ Other. To Septic Absorption Un Holding ublioPrhate Ma vlact a . capaa7 From Tank Field Station Tank Sewerl.ine Anchorage Tank 2000 Ga. we N/A NIA 109.3 95 mat":Hu Steel ba err caroa"enls. 1 SuHeM Water •• — 56.5 LIFT STATION La un. •- 51.0 Maadaclur„ Gal Found~•• •' 39.0 Perry on*W lal. -Perry err le.el at. Mgn "IN aWma: N N In Poop Mab It Moder DMnral Inspections perlmrod by Curran Dran ^• ... ... ... Remern 1 Tank has been secured against flotation. 2 Alarm float set at BENCH MARK 45" above bottom of tank. 3) High water alarm located Inside Lasbon ark Dasmptrun: Top of Porch house. Awned Ekwabon: 100.0 FL Engineer's Stamp Inspections performed by: PANNONE ENG. SVC, LLC Dates: 1" 111612005 �.������� 2nd 111612005 •.•��� OF...... !4 •. Development Services Department Approval •��� Conditional Approval Date: ' ..... .... . ....I.....0 �� ... r r .Ci j ;Steven R. Pannone;'i Air /� Reviewed and approved by: / — ate: [ I-- Dq NO. CE 8114') •'4 i� �T'�S 3{.�' 6 • (a�pwe) 44DFf ce yy••• 44 4-6, PERMIT NO:SW050353 RECORD DRAWING P.I.D. NO: 020.521-12 WASTEWATER DISPOSAL SYSTEM ' LOT7A BLOCK 1V RABBIT CREEK VIEW SID, I EXIST'G DITCH / FOR STORM FL BERM E TOPSOILED & SEEDED NEW 2000g ) HOLDING TANK AREA UNDEVELOPED NO WELLS OR SEPTICS W/IN 100 FEET 6 EXIST'G 1 BR \ HOUSE NOTES: 1) All work shall be performed In accordance with AMC15.65. 2) Materials used shall be In accordance with those specified In AMC15.65, Wastewater Disposal, 3) Maintain IV separation to all lot lines and water lines, unless noted otherwise. 4) Lots served by private water systems. No wells within 100' of proposed system. Steven R. Pannone CE 8149 EXISTG SURFACE WATER 3 BED IN FAILURE IDONED IN PLACE= PER CODE 56.5 f �, C15 80.0 THS 2 M M 76.4 60.7 IFqIV D �TH4 109.3 W1 \ \ EXISTG SURFACE WATER Rick Thomas P.O. Box 110682 Anchorage. AK 99511 351-3281 IE EXISTG 1000g SEPTIC TANK ABANDONED IN PLACE PER 63.1 M' 97.1 91.6 \—TH3 r EXISTG WELL PANNONE ENG. SVC, LLC P. 0. BOX 102954 ANCHORAGE, ALASKA 99510 227-3522 P. 272-8218 Fax PLAN s � K 4 CO C D E �� C11 C12 C13 39.3 40.3 40.9 38.9 39.8 40.6 w w w C14 46.4 46.3 C15 50.7 50.8 WI 74.4 61.7 W2 80.4 69.1 Rick Thomas P.O. Box 110682 Anchorage. AK 99511 351-3281 IE EXISTG 1000g SEPTIC TANK ABANDONED IN PLACE PER 63.1 M' 97.1 91.6 \—TH3 r EXISTG WELL PANNONE ENG. SVC, LLC P. 0. BOX 102954 ANCHORAGE, ALASKA 99510 227-3522 P. 272-8218 Fax PLAN PERMIT NO:SWO50353 . RECORD DRAWING DETAILS P.I.D. NO: 020.521-12 WASTEWATER DISPOSAL SYSTEM LOT 7A BLOCK 1V RABBIT CREEK VIEW SID, rc � WO J CR Y\ m m Q LU to U J 0 1i G o o aLU W00,:.. n � J Q y� 5 if � ZO d m " 3 m WEIGHT CALCULATIONS Buoyant Force - Weight of Water Displaced ((Plx(5.3)'2/4)x12)x62.4 PCF - 16,728 # Up DESIGN: PERC RATE: X120 MINAN: COUNTER WEIGHT GROUND WATER WAN Assume water @ surface - all soil saturated 1.OF SURFACE. Assume angle Of repose • 0 Degree HOUSE 1 2,0009 HOLDING TANK Assume bedding does not add to force down WITH ALARM SYSTEM Assume tank has no weight VERIFIED ExisrG 1000 0 Weight of MoA Type II (135 PCF - 62.4 PCF)-72.6 pd SEPTIC TANK-ABANDONED (2'x5.3x12)x72.6 PCF - 9,234 # Down PER CODE Weight of Native Soil (120 PCF - 62.4 PCF)--57.6 pd (3.5'4.3212)x57.6 PCF - 12,821 # Down Total Weight on Tank - 22,055 # OKI ' : >} ♦i♦ 0.....i. . .... ... ........... • � PREPARED FOR: 10 Steven R. Pannone [[Jj���,jj ,•� PANNONE ENG. SVC, LLC ♦1��i CE 8149 - iRick Thomas P. O. BOX 102954 ♦ • P.O. Boz 110682 ♦ 3/13ro7 ,:. 44 .• Anchorage, AK 99511 ANCHORAGE, ALASKA 99510 227-3522 P. 1,,1j;,�. 351-3281 272-8218 Fax DATE: 11-01-06 DETAILS SCALE: NTS 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 Upgrade Date Issued: Sep 20, 2005 Expiration Date: Sep 20, 2006 Permit Number: SWO50353 Parcel ID: 020-521-12 Legal Description: RABBIT CREEK VIEW SUBDIVISION BLOCK 1V LOT 7A Design Engineer: 0062 Pannone Engineering Services Owner Name: RICK THOMAS Owner Address: PO BOX 110682 ANCHORAGE. AK 99511 - Site Address: 8220 JAMIE DRIVE Lot Size: 37238 SO. FT. Total Bedrooms: 2 Permit Bedrooms: 2 This permit is for the construction of: F1 Disposal Field ❑ Septic Tank Q 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 catling (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. Issued Date: ©`S9 1� 2C) Date: •+' Municipality of Anchorage 1:(). Ik�x t'Jlilti0 • .4khnrn);c..Sinsku 0!1i19GfiO • Tekphonc (!NY/) 3t:ir+k)1 • ra<(!M)i) 3S:Sd?;'.(MI 470) Brai w Street • Arwhornge. Alaska 9''"rj Mayor Mark 11(vich September 20, 2005 Steve Pannone Pannone Engineering P.O. Box 102954 Anchorage, AK 99510 xlmnIunLarg I3uilding S.►fety Divislon Subject: Waiver Request for Rabbit Creek View Block IV Lot 7A Waiver Request WR#: 050073 Parcel ID # 020-521-12 PERMIT # SW050353 Dear Steve Pannone: Your request for a waiver of the required 100 feet horizontal separation from the holding tank to the surface water has been approved. The approved separation distance is 47.0 feet. This waiver approval applies to the existing holding tank to surface water 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. Sincerely, J oodall Civil Engineer On -Site Water & Wastewater Program Community, Security, Prosperity 1.1 Municipality of Anchorage Development Services Department +.r Building Salloy Division 1 On -Site Water and Wastewater Program 4700 Bragaw Strcct - — P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchoragc.ak.us (907) 343-7904 Waiver Review Worksheet wR#:050073 PID#:020-521-12 Date Received: September 20, 2005 HA/Permit# PERMIT # SW050353 Legal Description: Rabbit Creek View Block 1V Lot 7A Engineer: Steve Pannone Pannone Engineering P.O. Box 102954 Anchorage, AK 99510 Applicant: RICK THOMAS Waiver Requested: 47 FOOT HORIZONTAL SEPARTION FROM HOLDING TANK TO SURFACE WATER. Criteria: Geology Points: A. Water Table B. Soil Sorption C. Permeability D. Water Table Gradient E. Horizontal Separation Waiver is Granted: X List Conditions or Reasons for above: Total: Waiver Is not Granted: Date:l9� 0l2 05 By: Joe Goodall Name of Reviewer Rec#: 74074 Amount: $2N Date Paid: 912012005 Municipality of Anchorage j Development Services Department Building Safety Division on -Site water and Wastewater Program - 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ek.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. n2D- Jp/' /.2 Permit Number SW Property owners) Rick Thomas Day phone 351.3281 Mailing address (1) P.O. Box 110682 Mailing address (2) Anchorage AK Zip Code 99511 Legal description (Lot, Block & Sub'd.) Lot 7A Biocktd Rabbit Creek VIEW Legal description (Section, Township & Range) Site Address: 8220 Jamie Drive Lot Size 3a,2506 Acr /Sq.Ft.- Number of Bedrooms 2 THIS APPLICATION IS FOR: Only 13Well Only ElSewer Sewer and Well ❑ Water Storage ❑ Sewer Upgrade 19 THIS PROPERTY CONTAINS: HTub 13Jacuzzi 13ot Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 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) Andlwape, AK £ 0 Permit Fees: S ill d 1 °O Waiver Fees: 4 A1)k110\k'1VoC G"`�wb Date of Payment: 9 /O is 1 AM -6 Date of Payment:(f o /-714 Receipt Number: i y(Y)1 �twM Receipt Number: y IS \AM (Rev. 12/00) Pannone Engineering Services.. LLC Consulting Engineers September 16, 2005 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 7A, Block 1H Rabbit Creek Hts S/D Septic System Upgrade Permit Request Ladies and Gentlemen: P.O. Box 102954 ige, Alaska, 99510 I am writing to request that a permit to construct an upgrade septic system be issued for this property. The proposed systems will serve an existing two-bedroom house. The lot is currently developed and is served by a private water system. 1. Soils. See the attached soils log. Three test holes were excavated during the investigation process and are attached. Ground water was observed to a depth of 1 foot in the test holes. Bedrock was not encountered in the test holes. The soils encountered were saturated peats and blue -till clays. I was unable to perform a percolation test due to the saturated nature of the soils. Past experience with these soils have shown that they percolate at a rate greater that 120 min/inch. Combined with high ground water, I do not know of an approved system that can be installed on this lot, other than a holding tank. Therefore, I request that your department approve the installation of a 2,000 -gallon holding tank. 2. Trench Design. a. Percolation Rate: b. Application Rate: c. Number of Bedrooms: d. Design Flow: e. Min. Absorption Area: f. Total depth: g. Effective Depth: h. Width: i. Reduction Factor: j. Minimum Length: k. Design Length: 1. Effective Absorption Area: m. Septic Tank Size: Cont'd on page 2 C:\Work\Letters\8A 1H Rabbit Creek Heights.001.doc <120 Min Per Inch 0 gpdpsf 150 gallons per day 0 sf 3.0 feet Min 0 feet 0 feet 0.0 0 feet 0 feet 0 sf 2000g steel holding tank w/ alarm system Page 2 3. Surface Water Waiver. There is surface water within 50 feet of the proposed system. There is a drainage ditch along the south side of Jamie Drive that is located approximately 47 feet from the proposed holding tank location. Over flowing sewage would travel to the southwest away from the drainage ditch. A berm will be constructed between the holding tank and the ditch to ensure the water flows southwest. 4. Topography: The average topography in the area of the proposed septic system is approximately one percent to the southwest to a drainage on Lot 7A. The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within 100 feet of the proposed septic location. If you have any questions or concerns, please contact me at 227-3522 or 272-8218. Sincerely, Steven R. Pannone, P.E. '` TH Civil Engineer-'�— `�i 25leven• R ••Pannone: Attachments: C:\WORK\LETTERS\8A 1H RABBrr CREEK HEIGHTS-001MOC 49 PERMIT NO:SW05 DESIGN DRAWING P.I.D. NO: 020-032-57 WASTEWATER DISPOSAL SYSTEM LOT7A BLOCK 1 H RABBIT CREEK HTS SID, NO WELLS OR SEPTICS EXISTG SURFACE WATER W11N 100 FEET ,n—tl—tl—n—n—tl ti JAMIE DRIVE EXISrG DITCH PROPOSED 2,0009 FOR STORM FL01 EXISTG SURFACE WATER HOLDING TANI . tl tl tl P n tl i 1% I EXISTG BED IN FAJLLUURE 1•k EXISTG DIN FAILURE • ��Do� 7 h �E— TH1 r a if-__,, �1% I — _ IL — _JI Exlsrc 10009 � _ � 1% SEPTIC TANK • THS % ABANDON IN PLACE r ' 4.2 EXIST ExISTG 1 BR 1 •, o„ `,,, SEPTIC ANK HOUSE 77.8 6 •, ',� �TH. AREA UNDEVEI PEI a 6 NO WELLS OR PTICS �e e, 1% WAN 100 FEET kI i 0 t / THAI106.9 \ 1f \ TH3 I f\'\' I 1 h ; s` OISTG 2 BR e tf E f a', 7 EXISTGWELL I IARE/UNDEVELOP NOTES: 1) All work shall be performed In ` EXISTG WELL ! NO LLS OR SEP accordance with AMC15.65. / / WAN 00 FEET 2) Materials used shall be In C --�P' d accordance with those specified In AMC15.65, Wastewater Disposal. ! g EXISSr1; SURFACE WATER 3) Maintain 10' separation to an lot \,y \p 40 > •� lines and water lines, unless noted d otherwise. 4► 'dam X40 w .p ar • 4) Lots served by private water systems. No wells within 1W of •� proposed system. ----------------------------------- 10 UU1. Emit. ° 49 M ...........:• PREPARED FOR: PANNONE ENG. SVC, LLC R. Pannone P. O. BOX 102954 14 Rick Thomas ANCHORAGE, ALASKA 99510 P L,,•�� l9: P.O. Box 110682 Anchorage, AK 99511 227-3522 P, 272-8218 Fax CF�t ��� 35"281 DATE: 9-16-05 PLAN PERMIT NO: DESIGN DRAWING DETAILS P.I.D. NO: 020-032-57 WASTEWATER DISPOSAL SYSTEM LOVA BLOCK 1H RABBIT CREEK HTS SID, A O � Y c2 FFQ r- U ¢rW 7 N Z U < C Z O O ^ - 9 _ N U 2Z IX aa5{ Or a} O H.... mm Z d io U Y 4� Z Q w �I O I--• J Jn ~ J C7 LL w V, O w c n Z N 2N , w J == Q N DESIGN: PERC RATE: 4120 MINAN: GROUND WATER WAN T OF SURFACE. 2 SR HOUSE 2,000g HOLDING TANK WITH ALARM SYSTEM VERIFY EXIST'G woo g SEPTIC TANK. REUSE IF INTEGRITY IS GOOD C �,. • i � � 49 T" °• � ♦♦I �.....' ......:t.....� i.... ..............................\ PREPARED FOR: PANNONE ENG. SVC, LLC �1�'•Steven R. Pannone P. O. BOX 102954 ♦♦♦'' E eta P�o.rk eoxilose2 ANCHORAGE, ALASKA 99510 ♦j •�Q...�.,�, �• Anchorage, AK 99511 227-3522 P. 272-8218 Fax ♦�,'�Q?:�� 351-3291 DATE: 9.15-05 1DETAILS SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907) 272-8218 PERFORMED FOR Rick Thomas DATE PERFORMED: B-13.04 LEGAL DESCRIPTION: LOT 7A. Block 1H Rabbit Creek His SID TEST HOLE 4 PEAT 1- 2- 3- 4- 10 - 3-4•10 11 12 13 14 13 16 17 18 19 20 OR Blue TIE CLAY CL Saturated BOH - l^1 g 49 t} ' R!Pannona�- ATER U.. ............. _Steven READING DATE TME W LEVEL NET DROP READING2 Unable Pere due jNETTIME t soils 7 8 a PEROLATION RATE <120 (minAnch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 2 FT AND 3 FT COMMENTS: Test hole excavated by A+ Home Services Test Hole was presoaked before perc test. SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907)272-8218 PERFORMED FOR: Rick Thomas DATE PERFORMED: 6-13.04 LEGAL DESCRIPTION: LOT 7A, Block 1H Rabbit Creek Hts SID TEST HOLE 5 PEAT 1 OR 2• 3 4 5 8 7 8 9 10 11 12 13 14 15 15 17 t9 19 20 CL BOH Blue Till CLAY Saturated SLOPE TEST HOLE ...:}... ......... ..ry °_Steven R. Pannone '//� WAS GROUND WATER ENCOUNTERED? Y IF YES, AT WHAT DEPTH? -1.52 DEPTH TO WATER AFTER MONITORING? .1 DATE: 8.22-04 SLOPE TH 1 READING CLOCK DATE TIME WATER NET TIME LEVEL NETDROP READING 1 2 Unable Pero clue saturate soils 3 a e PEROLATION RATE <120 (minAnch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 2 FT AND 3 FT COMMENTS: Test hole excavated by A+ Home Services Test Hole was presoaked before pert test. pFpTprip rn nY: Steven R. Pannone. P.E. 1 CERTIFY THAT THIS TEST WAS PERFORMED IN AC Date: a j'9 (T S_ Time: 3 : Document Type: Ir,— J . Legal Description: F2,Wf Cir.L VuAL Site Address: p zo ba. Engineer/Firm: P .j.t4c &_9_ Excavator: Inspection Findings: Sr J= -, + n�7 0A.>lJ o► edie a.�j .J Follow-up Notes: Initials: Municipality of Anchorage Building Safety Division On -Site Water & Wastewater Program Field Audit Report Date: a j'9 (T S_ Time: 3 : Document Type: Ir,— J . Legal Description: F2,Wf Cir.L VuAL Site Address: p zo ba. Engineer/Firm: P .j.t4c &_9_ Excavator: Inspection Findings: Sr J= -, + n�7 0A.>lJ o► edie a.�j .J Follow-up Notes: Initials: I \ r�' MUNICIPALITY OF ANCHORAGE r ` ' DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION \, $25 L Street • Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME PHONE NEW FRED MASTEL 44-7211 ❑ UPGRADE MAILING ADDRESS S.R. ii 32, ANCHORAGE, ALASKA, 99507 LEGAL DESCRIPTION LOT 7, BLOCK 1, RABBIT CREEK VIEW SUBDI¢IDRON, SEC. 1 T 11N, R3W, S.M. , LOCATION NO. OF BEDROOMS SOUTH SIDE OF JAMIE AVENUE ONE Well Absorption area Dwelling PERMIT NO. DISTANCE TO: • Uy , PZ < Manulacturer Material No. of compartments W rSTrrt Two a Liq. capacity in gallons IF HOMEMADE: Inside length Width Liquid depth Y DISTANCE TO: Well Dwelling PERMIT NO. JZZ =_F Manufacturer NONE 1 Material Liquid capacity in gallons DISTANCE TO: Well 1001+ s' ROCK WY ROCK Nearest lot line PERMIT w= � a Z No. of line - Length -,etch line Total leng of lines Trpfgd width -1 Distance b.,t�een lines F Z W G O• inches i <x Top Zile to finish tbene ToJ of grade 31 OF 1 4"l-2CLEAN GRAVEL 1Te7-,r—y1bsorpt,on area T< inches Length Width Depth e PERMIT NO. W U 7. 11- Type of crib Crib diameter Crib depth Total effective absorption area W� y Well Building foundation Nearest lot line DISTANCE TO: J Class Depth Driller Distance to lot linePERMIT NO. J W � DISTANCE TO: Building foundation Sewer line Septic tank Absorption *reals) OTHER PIPE MATERIALS 411 PVC, PERF. AT FIELD AREA SOIL TEST RATING 166 SF B?R. INSTALLER DIAMOND CONSTRUCTION CO. /O Al 'Al REMARKS PIPES STAND R[[[ INSTALLED END OUTER LINE FILTER FABRIC LAID OVER ORA IN FIELD. i jze1193 14- AI .. � ..... F IT`7 ...........•�p �� �Fr:1SS}C1'r��'oir I EPT. TH 0 t., O� ENVIRO\:+1= 41t SFic APPROVED DATE LEGAL ci RECEIVED fxCl 72013 1Rev. 3/78) E MUNICIPALITY OF ANCHORAGE Department r -f Health and Environmental—Protection 825 Street, Anchorage, AK. 1501 264-4720 HANDWRITTEN PERMIT * " Permit WELL AND/OR ON-SITE SEWER PERMIT Applicant: F,QFrI MAst L Mailing Address: 32 Biz 32-9Ii'so7 Location: `10, -Kit S f4F tT Phone Number: 3 Legal Description: L 7 t3 l k°aF{ r (10eFF Ky, f_w S10 Lot Size:/L Type of Soil Absorption System Is: Trench: Drainfield: Seepage Bed: t/ Holding Tank: Maximum Number of Bedrooms: 3 Soil Rating .ft/br) The Required Size of the Soil Absorption System Is: / i DEPTH & t LENGTH 32f . GRAVEL DEPTH •5 '('L-2clcsMDTH 1(e t The length dimension is the length(in feet) of the trench or drainfield. The depth of a trench or pit is the distance between the surface of the ground and the bottom of the excavation(in feet). There is no set width for trenches. The gravel depth is the minimum depth of gravel between the outfall pipe and the bottom of the excavation(in feet). * * REQUIRED SEPTIC(HOLDING) TANK SIZE _ 100 y GALLONS " Permit applicant has the responsibility to inform this department during the installation inspections of any wells adjacent to this property and the number of residences that the well will serve. * *.* TWO(2) INSPECTIONS ARE REQUIRED Backfilling of any system without final inspection and approval by this department will be subject to prosecution. Minimum distance between a well and any on-site sewage disposal system is 100 fee' for a private well or 150 to 200 feet from a public well depending upon the type of public well. Minimum distance from a private well to a private sewer line is 25 feet and to a community sewer line is 75 feet. well logs are required and must be returned to this department within 30 days of the well completion. Other requirements may apply. Specifications and construction diagrams are available to insure proper installation. * * * PERMIT EXPIRES DECEMBER 31, 1 9 3 3 * * * I certify that: (1) I am familiar with the requirements for on-site sewers and wells as set forth by the Municipality of Anchorage. (2) I will install the system in accordance with codes. (3) I understand that the on-site sewer system may require enlargement if si en is remodeled to include more that3 bedrooms. SignedIssued by:�/.�%%w/ (tom Applicant �j / r �% /"�'Date: %�5�83 � SWP/024(1/81) /10�i 17 SOILS LOG MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND ENVIRONMENTAL PROTECTION O PERCOLATION TEST 825 L. Street, Anchorage, Alaska 99501 2644720 SOILS LOG - PERCOLATION TEST PERFORMED FOR: FRED MASTEL LEGAL DESCRIPTION: RABBIT CREEK EPTH D (FEET) OVERBURDEN 1 2 3 4 5 9 10 11 12- 13 14 15 16 17 18 19 PT DATEPERFORMED: JULY 4, 1983 II CIAl'o 32 y0 VIQW SUBD. BLOCK b - LOTj SLOPE �r SITE PLAN CLKYEY GRAVEL— GC— 275 TO }/2r1 GRAVEL SILTY GRAVEL — GM- 225 (3-4° COBBLES) S9LTY GRAVELS KGM-1275 TO 611 COBBLES a:%%a\p �E 6r`At°Qeo ,9TH �•,s�9a� /...`y D LYO M 71,CM: \ Q 1-ri54-E e� 4 Reading Date Gross Time Net Time Depth to Water Net Drop 7-4 2,15 PM 6.301 2:25 10 MIN. 6.471 2 1/8" 2:35 10 6.6o 1 811 2:45 10 6.70 1 14 2:55 10 6.78 111 20 t _TAf••. .....• G eQ+,7. (`Q@+y PERCOLATION RATE 10 (minutes/inch) �ar1GpGf TEST RUN BETWEEN 6_— FT AND —P FT COMMENTS RECOMMEND AT LEAST 165 SF/B8DROOM OF TRENCH BOTTOM ATEA, PLACE C GRAVEL BELOW 61 DEPTH TO ABOUT 101 LEVEL. PERFORMEDBY: LEO M_ Tw OMPerN _ CERTIFIED �ATE: 83 r E 72-008 (6/79) r"1 October 3, 1933 Fred Mastel SRA Box 32 hnchorage, AY 99507 Sub)ect: Lots 7 and li, Block 1, Rabbit Crt-." View npproval for thu individual auger and water facilitlu:; canaot be granted until the following itcmu have been co,upleted: ° The engineer's as-builts, w:aictu have bsua :uu;AittCU to this office, are not within the parameters of thu on-z�itc installation pc:mit issued by this d•shartmZnt. Thu discrepancies will nutd to Le corrected lA7iOVu tills department can accept the sub,nitted L:Igineur as-builts. Pleaso notify this Uupartment f ,-.::..1u�.7-ctaun when the. noted discrepancies have been corrected. Ii tit, --re are any further questions, please call this o:iice at 264-4720. S cercly, ... ` ,`J •� �1. Cory Millis, i:.:;. Acting Sewer h Water Program manager C45l/e7/L'2 CC. Leo 1.1. 'ihou;pson box 4-2751 Ancuoraye, Ai: 99509 ��--