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HomeMy WebLinkAboutNEAR POINT KNOLL BLK 2 LT 10ll�;4111mlzlfii '.111111 Ff X"A % m 0 VA woux-I I Municipality of Anchorage e Development Services Department Building Safety Division On-Site Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page I of3 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: S D 1 D to PID Number: O q l- D Q-t- S Name: 12A C-4 A V_'�7 0 LL.E Wastewater System: KNew ❑ Upgrade Address: p ?)cDx L717GLI Cl, t V ABSORPTION FIELD Phone: Number of Be, rooms: �IJ/ Deep Trench ❑Shallow Trench ❑Bed ❑Mound ❑Other. Soil Rating: Total Depth from original grade: LEGAL DESCRIPTION ! 2 GPD/Ft' I Block: Lot: Subdivision: Depth to pipe bottom from original grade: Gravel depth beneath pipe: IZI I D to \ N. 0L L 3 Ft. 7 Ft. Township: Range: Section: Fill added above original grade: Gravel Length: 5 D _t Ft. Fl. Well: ❑ New ❑ Upgrade Gravel width: 5 Number of lines:Distance 1 between lines: Ft. — Fl. Classification (Private, A, B, C): Tot I Depth: Cased to: Total absorption area: Pipe Material: ` Ft. Fl. '70-0 Fl? r &%O +s 3 D Driller. ,_k at; Drilled: Static Water Level: Installer. Date Installed: Yield: Pump Set at: [Casing Height Above Ground: TANK GPM Ft. Ft. SEPARATION DISTANCES XSeptic ❑ Holding ❑ S.T.E.P. ❑ Other: To Septic Absorption Lift Holding Public/Private Manufacturer. Capacity: From Tank Field Station Tank Sewer Line At v_ 1ASV,_ Well 7 q�� 'i /g f� '� �� n ,, d" Material: ST Number of Compartments: Surface Water N) N l LIFT STATION l p b Size: Manufacturer. Lot Line O 2 Gal. Pump on' level at: "Pump off" at: High water alarm at: Foundation I 7tJ in. in. in. Curtain Drain I�� �V `' Pump Make & Model Electrical Inspections performed by: / C;, Remarks: BENCH MARK Location and Description: / Assumed Elevation: S 1 DO V_ ` a `OQ_-.Ft. Engineer's Stamp st Inspections performed by: I'S Dates: 1 2nd Development Services Department Approval Reviewed and approved by: Date: 1 O v 2-- (Rev. I2100) (Rev. L _ - N� zf R � STANDARD 4 -BEDROOM SEPTI S�IICH / Qti T 1250 GAL. SEPTIC TANK / Q Q STANDARD TRENCH \ 50 FEET LDNG 10 FEET DEEP \ \ 7 FEET OF SEVER ROCK 3 FEET OF COVER \ 1 \� ♦ 1 ®fie®®WY1`,, ♦ ®•®�P�� of o,®®oe ` ♦ � \ ... ..............` ry ......... .LL.....u. . . t , 0 TSB E SPURKLAND �j o 0 ®��:•'� N CE-2225 i��Oo ♦ X60 ®oOF�SSr7 71 I��®� / 25 0 25 50 75 I0V 125 50 SCALE 1' = 50 FTS Gam\ TOBBEN SPURKLAND P.E.SEPTIC SYSTEM DESIGN 203 W 15TH. A VENUE LOT 10, BLOCK 2 NEAR PONT KN LL ANCH. AK. 99501 RICHARD FULLER DA TE. AUG. 17, 2001 907 279-3916 KEW COURT SHEET. 2/3 GRID: 2043 PERMIT # SWOIXXX PID # YY NPK02102.DVG Standard Trench - 2' Wide 50' Long 10' Deep 70' Sewer rock 3' Cover 83.7 Silt Barrier 76.6 70 Ft of Septic Rock 6 FT EFFECTIVE 0 0 0 0 1250 got Septic tank o Z Q, v Z NO SCALE No, CE -2225 pROFFCC14NPi 1250 gal, septic tank I BENCH MARK TOP SLAB ASSUMED ELEV. 100.00 FT TEBBEN SPURKLAND RE, LOT 10, BLOCK 2 NEAR POINT KNOLL SEPTIC SYSTEM SCHEMATIC 203 W15th Ave Anchorage Ak 99501 DATE. RICHARD FULLER NOV. 14, 2001 An A79_gglr, KEW COURT I I SHEET, 3/3 GRID, 2043 PERMIT # SWO10346 PARCEL ID 1 041-021-51 NPK02103.DWG 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 Initial Permit Number: SWO10346 Legal Description: NEAR POINT KNOLL BLK 2 LT 10 Design Engineer: 0007 Tobben Spurkland, PE Owner Name: Richard Fuller Owner Address: PO Box 671754 Chugiak , AK 99567 - D A-1 IF 41 Date Issued: Aug 29, 2001 Expiration Date: Aug 29, 2002 Parcel ID: 041-021-51 Site Address: Lot Size: 53717 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: 0 Disposal Field a Septic Tank Holding Tank ❑ Privy All construction must be in accordance with: 1. The attached approved design. ❑ Private Well ❑ Water Storage 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. Received By: Issued By: at, L Date: Date: r• Municipality of Anchorage Development Services Department Ole" is�BTyQ M . z 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 SEWERIWELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. q D,,� 1 r Permit Number SW o I Property owner(s) a` j 1AA'_i_) �F L' d --LE R_ Day phone Mailing address (1) � (� x I 'o `� Mailing address (2) ��� U �� i C. Zip Code Legal description (Lot, Block & Sub'd.) Lo I, 10 3 �11 tEA R. >d I N t KN © LL Legal description (Section, Township & Range) Lot Size 6-3-7/7 Acres/Sq.Ft. Number of Bedrooms L4 THIS APPLICATION IS FOR: Sewer Only 0 Well Only El Sewer and Well ❑ Water Storage El Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool EJWater Softening Unit El 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. r (Signature of property owner or authorized Permit Fees: 20 tic," Waiver Fees: Date of Payment: � li7/QI Date of Payment: Receipt Number: (� Receipt Number: (Rev. 12/00) ` . ST'URTLAIN1)) P.E. 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN LOT 10 BLOCK 2 NEAR POINT KNOLL RICHARD FULLER Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 Bragaw Street Anchorage, Alaska 99519-6650 Aug 17, 2001 We are submitting an application for the installation of a well and septic system for this lot. The submittal consists of three (3) drawings showing the present improvements on the lot and the adjoining properties, (sheet 1/3), the proposed improvements of the lot, of which only the well and septic system is subject to this permit application, (sheet 2/3), and a schematic of the septic system, (sheet 3/3). Soil logs and percolation tests of applicable testholes are also enclosed. The septic system design is based on the following : No Ground Water or Impervious Layer to 16 ft. Use Standard Trench Soil Rating. From Testhole 07/28/00 <1 min/in = 1.2 gal per sq.ft/day No. of Bedrooms 4 Required Area per Bedroom: 150/ 1.2 = 125 sq.ft. Total area required: 125 x 4= 500 sqft Testhole depth 16 feet Bottom Rock At 10 feet Top Rock At 3 feet Rock Depth 7 feet, 6 feet effective due to silt lense Minimum Trench Length 500 / 12 = 41 ft. SYSTEM CONFIGURATION STANDARD TRENCH TOTAL LENGTH 50 FT TOTAL WIDTH 2 FT TOTAL DEPTH 10 FT ROCK DEPTH 7 FT COVER 3 FT SEPTIC ANK 1250 GAL The installation of this well and septic system will not prevent wells and septic systems from being installed on the adjacent lots. There are no developed or natural surface / sub surface drainage courses on this or the adjacent lots. The proposed septic system will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. 2 6 BL CK 1 I 7 I I In r 3` ti a \ bl VACANT I I so o� 1 1qo 00 2o�� I VACANT I m Af 1 VACANT / / / / Q 10 ,r BL/� /cK 2e \ VACANT COMMUNITY WATER SYSTEM SERVICE TO ALL LITS / \ — I \\ 1 I '• 49th j............ ....n....... 7�... SPURKLAND NO, CE -2225 TOBBEN SPURKLAND P.E. LOT 10, BLOCK 2 NEAR POINT KNOLL SEPTIC SYSTEM DESIGN 203 W 15TH. AVENUE RICHARD FULLER DATE. AUG. 17, 2001 ANCH. AK. 99501 KEW COURT SWEET: 1/3 GRID: 2043 (907) 279-3916 PERMIT # $V01XXX PID # YY NPKO2101.DWG I 0 STANDARD 4-BEDR119M SEPTI 1250 GAL. SEPTIC TANK STANDARD TRENCH 50 FEET LONG 10 FEET DEEP \ 7 FEET OF SEVER ROCK 3 FEET OF COVER \ 1\� e Y 49th TOBBEN SPURKLAND® t5o ®® ;••.. NO. CE -2225 ����® ♦ 25 0 25 50 75 10 125 f5o SCALE, 1' = 50 FTI F, lUbfbft: V )I'UlfKLANU Y.L. LOT 10, BLOCK 2 NEAR POINT KN,eLL SEPTIC SYSTEM DESIGN 203 W 15TH. AVENUE RICHARD FULLER DATE: AUG. 17, 2001 ANCH. AK. 99501 KEW COURT SHEET • 2/3 GRID: 2043 907 279-3916 PERMIT # SV01XXX PID # YY NPK02102DVG 0 0 0 1250 gal Septic tank o Qj n, Qj C3 II Q z I Standard Trench., 2' Wide gyp'.' Long 10' Deep 7.0' Sewer rock 3' Cover Silt Barrier 7,0 Ft of Septic 6 FT EFFECTIVE •.•C�P,. AW 49th 0................. ............................... j.... TOBBEN SPURKLAND ti Cn •®e � 195 ,NO, CE -2225 -. ND SCALE ®®............... I4N®i®® WINAMIMIAN T❑BBEN SPURKLAND P.E. LOT 10, BLOCK 2 NEAR POINT KNOLL SEPTIC SYSTEM SCHEMATIC 203 W15th Ave RICHARD FULLER DATE, AUG. 17, 2001 Anchorage Ak 99501 KEW COURT SHEET. 3/3 GRID 2043 PERMIT i SW0100XX PARCEL ID # XX NPK02103.DWG 0 V (EN.GINEE S78:EALj Municipality of Anchorage e �' Development Services Departments ry' ' Building Safety Division t-� {7 •� •�ionu�uc c-+. r,: neo•-e��� ri y� On -Site Water and Wastewater Program E 1 r ® 4700 South Bragaw St. B; o•�eeeoc VO Doul' ¢9G p0 C�,'r•7 P.O. Box 196650 Anchorage, AK 99519-6650 'a' ''n • Toaben Snurkland I •tri .,4 www.ci.anchoraoe.ak.us ' `'. i (907) 343-7904 e'� `�.\4" C` -22x'5 0. n 'I L P colation Testr-Ess1 Performed For: Legal Description: Sou, s og - er Date Performed V_Wol�hip, Range, Section: Site Plan 1- 9- 10- 11- -"— tv't) t.,w+ Net Time Depth to Water Net Drop -1 � t3:f-C 0u✓�41 12- el 4- V7' - 5- 6- 6- ikj 7- 7- v �L. 16- 9-10-11- Date Gross Time Net Time Depth to Water Net Drop -1 � t3:f-C 0u✓�41 12- 13- 14- ikj 15- v �L. 16- TOM 0� 17- 18- 19- 20 - a WAS GROUND WATER ENCOUNTERED? �+3 S IF YES, AT WHAT DEPTH? L 0 Depth to Water After p Monitoring? �i {Y E Date: —'—% Reading Date Gross Time Net Time Depth to Water Net Drop ikj V1 / a PERCOLATION RATE j_ (minutesAnch) NLKL, hULL UTAML I Lr: tz_� c' TEST RUN BETWEEN 1_FT AND �' FT COMMENTS i G1� �ti1 S i 5 PERFORMED BY: j - I j � CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: yl ���/ AUG -17-01 11:31 AM TE*RRA—FIRMA,INC. 9073445993 001 Eat 62nd, sults #A-9 TERRA FIRMIA INC. Vle, AX 91}518 PRO,ECT CLIENT: T. Spurk", P.E. PROJECT NAME: New Point Knob PRCT NO.: ANC 12T4 MNIPLE LOCATION: l Unk aM*ILF- NO.: i 013-8 Dwkp-noN: Wmfl gird. sand w/ sift & .DATE TESTED, &W" I MSTED BY; J. Lanumpodix P.02 TsjaphomcMa(007)344� Fax, e-mail: % GRAVEL 36.2 Ucr- aw-sm SAND $1.1 Fc %SILT/CLAY.f—F7-1 . .......... -0,tmm: ASTM 01557 Uncorrected pE! ASTM D4718 (corrscti�YJ) pcf OPTIMUM M C.% (corrected) iro NATURAL M.0 % 8.6 is 3 dICAM AkiAU W..VE TOTAL %I 100 a PARTICLE SLZE ANALYSIS ASTM D42V C131 PARTICLE $4ZE IN #AILLIM67EAS iro FYDRC ELAPSED OlAi 4. MOISTUREZENSITY RELATIONSHIP Time (I A8TM DIU7 aU Fit 7 - r 4 I 8 W AO.0 ��� { .�. i ,, .30 j! ,.� ,. , ., f 14 20.0 ji AA40 >'et°maabiltty is 3 dICAM AkiAU W..VE TOTAL %I 100 wrts-d -um n",- been &solw PARTICLE $4ZE IN #AILLIM67EAS FYDRC ELAPSED OlAi 4. MOISTUREZENSITY RELATIONSHIP Time (I A8TM DIU7 2 4 8 .30 I ya o AA40 >'et°maabiltty JASTM D2438) Dooradation 125,0 JATM T. 13) L-A, Abrasic,, 2.0 4.0 8.0 8.0 10.0 12.0 TX) -(AASHTO wrts-d -um n",- been &solw