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Home My WebLink AboutWOOD CLIFF LT 5 mmc tpar L¥ of A -mho -' ay, o' Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage. Alaska99519 6650 April 29, 1999 David G Faulk % Alaska Pacific Transport 8401 Brayton Drive #200 Anchorage, Alaska 99507 3433 Subject: Lot 5 Wood Cliff Subdivision Permit # SW980079 PID# 011-271-19 The subject permit, issued April 27, 1998 by this office for a single family well and/or on- site xvastewater system, has expired as of April 27, 1999. A new permit must be obtained fi'om this office for a well and/or on-site wastewater system NOT installed by the expiration date. If you have drilled the well, a well log must be sent to this office for documentation of the installation and to close the permit. If a licensed Professional Engineer has inspected the installation of the on-site wastexvater system, the original as-built inspection report must be sent to this office for review, approval and documentation. All inspection reports must be submitted within 30 days of construction completion. When applying for a new permit, the fees are: $320.00 for an on-site wastewater permit; $120.00 for a well permit and $440.00 for a combined on-site wastewater and well permit. If you have any questions, please call this office at 343-4744. sincTlY, Program Manager On-site Services enc: Copy of Permit Page: 1 Document Name: ENTERPRISE SERVER PARCEL: 011-271-19-000-00 CARD: 01 OF 01 RESIDENTIAL VACANT LAND STATUS: RENUMBERED TO/FROM: 011-271-03-000-00 FAULK DAVID G WOOD CLIFF LT 5 % ALASKA PACIFIC TRANSPORT 8401 BP~AYTON DRIVE #200 ANCHOP~AGE AK 99507 3433 SITE LOT SIZE: 56,232 ---DATE CHA/qGED ....... DEED CHANGED--- ZONE : R6 OWNER : 05/28/98 BOOK : 3250 PAGE: TAX DIST: 003 ADDRESS: 05/28/98 DATE : 05/14/98 GRID : 2322 NRA # : 000000 PLAT : 980014 NOTES : REF 011-271-03 .................................. ASSESSMENT HISTORY ....................... ---LAND .... BUILDING .... TOTAL--- FINAL VALUE 1997: 0 0 0 FINAL VALUE 1998: 0 0 0 --EXEMPTION FINAL VALUE 1999 95,500 0 95,500 ..... TYPE-- EXEMPT VALUE 1999 0 0 0 STATE EXEMPT 1999 FINAL VALUE 1999 0 95,500 -COMM COUNC Date: 4/29/99 Time: 07:41:00 AM PAGE MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW980079 DESIGN ENGINEER:TOBBEN SPURKLAND, P.E. OWNER NAME:HANNI KARL D 30% & FAULK DAVID OWNER ADDRESS:7900 KING STREET ANCHORAGE, ALASICA 99518 DATE ISSUED: 4/27/98 EXPIRATION DATE: PARCEL ID:01127119 LEGAL DESCRIPTION: WOOD CLIFF LT 5 LOT SIZE: 56232 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM 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 DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) 4. FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SAME DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING 5. THE FOLLOWING SPECIAL PROVISIONS. 1 OF 1 4/27/99 SPECIAL PROVISIONS: DATE: DATE: 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN WOOD CLIFF S/l) LOTS 1,2,3,4, and 5 Municipality of Anchorage Department of Health and Social .)ervices 820 1 Street Anchorage, Alaska 99501 April 2, 1998 We are submitting an applications for the installation of wells and septic systems for the five lots of this subdivision. Originals of the soil investigation performed by DHI Consulting Engineers are on file with the DHSS. Two additional soil logs are attached to this application. These two testholes are identified with the initials TS. Groundwater was not observed in any of the testholes. The soil is fairly uniform throughout the subdivision, consisting of a fine sand, silty sand, overlaying clean sand and gravel. The percolation rate of the fine sand was found to be less than 5 minutes per inch in several of the testholes. However a percolation rate of 6~15 was used for design at all the lots. Tiffs approach resulted in the a trench length of 75 feet for lot 3, leaving a portion of the proposed trench outside of the 30 foot radius around the testhole. If the observed perc rate was used the length oftl',e trench would be 50 feet, placing the whole trench within the 30-foot circle. To facilitate review I have shown all the proposed septic systems and the proposed well locations on a sheet 1. For Lots 2,3,and 4, an alternative well location is shown. The specific design assumptions are listed for each lot. The proposed well and se ~tic improvements will not impact the adjacent properties or change the surface/subsurface drain,age of the lots. 200~ £T 75 Fl' TO 150 ~OO 250 300 ~FL SPURKLAND [OBBEN SPURKLAND P.E. 205 W 15TH. AVENUE ANCH. Al(. 99501 _(907) 279-3916 / / CLIFF WOOD SEPTIC SYSTEIvf DESIGN DATE: MARCH 50, 1998 SHEEIi' 1/5 GRID: 2522 203 W 15th. Avenue, Suite 203 ANCHORAGE, ALASKA 99501 (907) 279-3916 Fax (907)-276-6013 SEPTIC SYSTEM DESIGN LOT $ WOOD CLIFF S/D DAVID FAULK No Ground Water or hnpervious Layer to 17 ft. Use Standard Trench Soil Rating. 1.2 g.p,d./sqft Use 0.8 g.p.d./sq 1t No. of Bedrooms 4 Required Area per Bedroom: 150/0.8 - 187.5 sq.ft. Total area required: 750 sqft Testhole depth 17 feet Bottom Rock At I1 feet Top Rock At 3 feet Rock Depth 8 feet Total Trench Length 750/16 = 46.9 ft Use 50 fl SYSTEM CONFIGURATION STANDARD TRENCH TOTAL LENGTH 50 FT TOTAL WIDTH 2 FT TOTAL DEPTH 11 FT ROCK DEPTH 8 FT COVER 3 FT SEPTIC TANK 1250 GAL. The iostallation of this septic system will not prevent wells from being installed on the adjacent lots. There are no developed or natural surface / sub surface drainage conrses on this or the adjacent lots. The proposed septic system will not change the general slope of tile area. Ponding and/or concentration of surface runoffwill not result from this installation. Surface ponding does occure during breakup. This ponding does not affect tile proposed drainfield. I I SCALE; 1" =/50 FI, I I / I ! / PROPOSED I I TOTAL LENOHT 50 FT TOTAL DEPTH II FT I EF£ECTIVE ROCK 8 FT I SEPTIC TANK lRSO SURFACE PONDINO RAPID /SNOWMELT 205 W i5TH. AVENUE ANCH. AK. 9950i .(907) 279-3916 LOT 5 DA VID FA ULK I I I SEPTIC IYSTEkt DES/ON DATE: MARCH 30, 1998 SHEET: 2~3 GRID: 232~ PE£HIT # SW98XXXX PI]) # YY l,/~LOOO52, DI,/G Double C/eon l~/onlf, or· /- 3' Cover /c~5O go! Se?5'c Standard Trenches: 55' L onO II' Deep 8,0' Sewer root< 3' Cover PRlYARY TRENCH ND SC/)LL REPLACEWENT fRENCH ~.0 £i~ o£ ~e, pt~ic F4oc/¢ Effective NO SCALE #L-NL'H MARK. ASSUMED ELEK I00.00 FT 1BgBEN SPURKLAND P.E. ~03 WlSth Ave Anchorage Ak 99501 WOOD LOT 5 DAVID FAULK SEPTIC SYSTEM DESIGN DATE: MARCH 5~ 1998 SHEE1, ~/~ GRID, ~3~ PERMIT // S~/98XXXX PARCEL ID YY P/CLOOO5&DWG 12zl§z97 09:11 FAX ~]1)7 DEPARTMENT OF tfEALTH & HUMAN SERVICES (¢"f-4 9~N .f.~ ',~.' 825 "L" S{leel. Ar,chorage, AlaBka 99502-0650 S OIL SLOG --PERCOLAT,ON 'rEST .... DATE P~ ~ FOR M~',"~ 7 lO wg2 rlRQUND WAT~U 0 EfqCOIJN tE~ED~~.. ..:~ ___ 3-~-~q ~:oo I ,~.,Y~' 3 ~ ~-.I~ 18 IN