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Home My WebLink AboutSTUCKAGAIN MANOR BLK 1 LT 9ARick Mystrom, Mayor Municipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650. Anchorage, Alaska 99519-6650 343-4744 August 12, 1996 Louis E Mayer Lillian M Mayer 3300 Providence Drive #301 Anchorage, Alaska 99508 4621 Subject: Lot 9 Block 1Stuckagain Manor Subdivision Permit #SW950203, PID #041-023-24 The subject permit, issued August 9, 1995 by this office for a single family well and/or on-site wastewater system, has expired as of August 9, 1996. A new permit must be obtained from 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 wastewater system, the original as-built inspection report must be sent to this office for review, approval and documentation. Ail 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. S?~/ely, ~ Program Manager On-site Services enc: Copy of Permit cc: James Mark Wright, P.E. MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES PoO. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 PAGE 1 OF 1 ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW950203 DESIGN ENGINEER:JAMES MARK WRIGHT, P.E. OWNER NAME:MAYER LOUIS E & LILLIAN M OWNER ADDRESS:2734 HAUITER WAY ANCHORAGE, AK 99504 DATE ISSUED: 8/09/95 EXPIRATION DATE: 8/09/96 PARCEL ID:04102324 LEGAL DESCRIPTION: STUCKAGAIN MANOR BLK 1 LT 9 LOT SIZE: 70362 (SQ. FT.) NUMBER OF BEDROOMS: 5 THIS PERMIT: 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 15o55 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) 4o 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. SPECIAL PROVISIONS: RECEIVED BY: MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES On-site Services 825 L Street, Room 502 343-4744 Required Cleanouts & Monitoring Tubes Cleanouts Monitoring Tube o ~ Septic Tank MonitOring Tube Zabel Z200Flow Divider° Zabel Z200 D Flow Director BRAND NEW FOR 94 - The Zabel Flow Divider replaces old fashioned distribution boxes and pipe manifolds and The Zabel Flmv Director replaces expensive, old fashioned Y-valves. They are also more effective and easier to install. All Zabel products are manufactured from high quality injection molded PVC and carry Zabel's Lifetime Warranty if parts fail due to manufacturer's defect in material or workmanship. The warranty does not include replacement parts not sold by Zabel and does not include labor for removal or reinstallation. 1. The Flow Divide distributes effluent leaving the 1. septic tank by means of a patented central weir design that insures the flow is evenly divided even if the Flow Divider is not perfectly level. 2. The inlet pipe of the Flow Divider is constructed 2. so that effluent will flow from it and down into the effluent into two equal portions. 3. Distributes flow better than D-boxes and mani- folds that are subject to frost heave or ground settling. 4. Testing shows that even with a level discrepancy of 1/8" or more between the right and left port, the division of the flow was almost 50/50. A standard 3. D-box or manifold distorts the flow under these same conditions. * Manufactured from injection molded PVC. · Always insures an even flow. · Doesn't create solids build up. * Will not clog. · Lifetime Warranty. Laboratory Test Results using 1000 ml samples @ 3 gpm The Flow Director is a Flo~v Divider with a pat- ented sleeve valve installed to distribute the efflu- ent flow to a primary field of your choice and allows the secondary field to rest until needed. The Flow Divider automatically back flows from the primary to the secondary field and does not depend on the homeowner to change the sleeve valve in the Flow Director. A standard Y-valve is dependent on the homeowner to change the flow direction at the proper time. Unfortunately, this usually does not happen and a problem develops such as an effluent break out resulting in ground water contamination. At the time the septic tank is normally serviced, the septic tank service company can redirect the flow allowing the primary field the opportunity to rest. Level Right Port Left Port 1/16" Tilt Right Port Left Port 1/8" Tilt Right Port Left Port Average Distribution 50.03% 49.97% 50.2% 49.8% 51.3% 48.7% Questions concerning Z200 Flow Divider · Zabel Z2OO-D Flow Director please call 1-800-221-5742 or Fax (502) 267-8801 for further information. Permit No. Poge ( of ~:~ Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 ·Anchorage, Alaska 99519-6650 ·Telephone: 545-474z~ On-Si Wastewater ,System and/or Well Inspection Report Leg, PID No. X LOT 9 V~ELLp SED~ )0 G~ 1"=60' 50' 4" CLEAN OU 'X'-4" CLEAN OUT PLAN VIEW 4"CLEAN OUT FROM SEPTIC TANK 4"CLEAN OUT ~RING TUBES LTER 4" PERFORATE) PIPE ~50 LIN. FT. ¢" 3' S 0.0%, MIN, COVEB 8.5J ELEVATION 5~ FABRIC FROM SEPTIC TANK A~ FILTER FABRIC 4" PERFORATED DRAIN ROCK SECTION STUCKAGAIN PIPE MANOR, LOT 9, BLK. 1 July 24, 1995 Department of Health and Human Services Anchorage Alaska James Mark Wright P.E. 2900 West 33rd Ave. Anchorage Alaska 99517 (907) 243-4361 RE: Lot 9A, Block 1, STUCKAGAIN MANOR SUB'D. Dear DHHS, This is a request for an on-site wastewater disposal system and an on-site well permit. No onsite system presently exists (new residence). The existing systems on surrounding lots appear to be performing adequately. The percolation rate was found to be 13 min/inch. No impacts to the surrounding properties are foreseen. The owner intends to install both the primary and secondary systems at the same time. Valves isolating both systems will be installed. Flow splitters similar to Zabel Z200 Flow Divider to split the flow between the absorption trenches are recommended. The topography of the area is a westerly slope of about 2%. The lot footprint is wedge saped about 357' by 287' for an area of 59,030 square feet. S~erely, James Mark Wright P.E.~ MUNICIPALITY OF ANCHORAGE ENVIRONMENTAL SERVICES DIVISION . UL 2 7 1995 RECEIVED Permit No. Page I of ~ Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 ·Anchorage, Alaska 99519 6650 · Telephone: 545-47zi4 On-Site Was. t.e~wqt.er DisposaL System and/or Well Inspection Report Legal Descrlp[Ion:_z~.~/ 1.9Lo~7 PID No. 1"=60' 50' CLEAN OUT~ 1 50' 4" CLEAN OUT min. PLAN VIE 4'CLEAN OUT FROM SEPTIC TANK 4"CLEAN OUT TORING TUBES FILTER ~,FORATE PIPE 0.( N. COVER FABRIC FROM SEPTIC TANK SECTION STUCI TER FABRIC PERFORATED PIPE DRAIN ROCK MANOR, LOT 9A, ELK. 1 ~ Municipality of Anchorage DEPARTMENT OF HEALTH 8, HUMAN SERVICES 825 "L" Street. Anchorage. Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION: 8 9 10- 11 13- 14- 15- 16 17 18 19 WAE GROUND WATER ENCOUNTERED? 20¸ /r,/ ,;, J.q;Ji~ ~4. WI-11GHT :,~,;¢' DATE PER FORME~~ Township. Range. Section: SLOPE SITE PLAN /V o IF YES. AT WHAT DEPTH;' p Oe~J1 fA Wi~ ~ · Gro. Net Oel3th to Net Reading Date Time Time Water Drol~ u: ~.~ .~ " PERCOLATION RATE I [ (m~nuteszmcn) PERC HOLE DIAMETER 30MMENTS PERFORMED ay: ,/~ ,~,'-~/~" ~),'~/' ~-/-~-? I ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DERT,.. T.AT TH,S TEE. WAE.ERFORMEO ,N Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" S[ree[. Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST PERFORMED FOR: TTJc A LEGAL DESCRIPTION: / ~7- ~?//~- I 2 3 4 5 6 7 8 9- 10- 11 13- 14- 15 16 17 18 19 20 SLOPE SITE FLAN WAS GROUND WATER ENCOUNTERED? .~/~ S L IF YES, ATWHAT O DEPTH? p E Reading Date Time Time Water Drol) PERCOLATION RATE /~'-- (minutes/tach) PERC HOLE DIAMETER I I TEST RUN EETWEEN ~ ~ ' FT AND '~ '5'~ FT ZOMMENTS PERFORMED BY: t~I A~,/'~' ~)~/~r~/~ ~ I CERTIFY THAT THIS TEST WAS PERFORMED ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: