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Home My WebLink AboutPROSPECT HEIGHTS #5 BLK 2 LT 7 MUNICIPALITY ... ANCHORAGE Development Services De partmenfi Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Pump Installation Log Well Drilling Permit Number: .Parcel Identification Number: 135 Legal Description Block Lot Pump Installation Date:y I Pump Intake Depth Below Top of Well Casing: 3/S Pump Manufacturer's Dame: 13-d 1 -JG -a-_2: t` Pump Model: /5-0c Pump Size: i' f Z hp Pitless Adapter Burial Depth: feet Pitless Adapter Manufacturer's Name: Pitless Adapter Installer: Well Disinfected Upon Com letion? 'I Yes D No Method of Disinfection: T � , ,,gyp"� Comments: Date of Issue: - - Proper own r Name & Address: 1 00,3 1. .S�i7-1 ✓S r_NOt` MO .. r' feet Pump Installer Nar ANCHORAGE WELL & PUMF SERVICE _— Company: 7640 King Street Anchorage, AIC 99518 PH: (907) 243-0740 1�lailing Address: _ City: State: Zip: 1.ttention: The piunp installer shall provide a pump installation log to On-site within 30 days of pump uistallation. Rick Mystrom, Mayor Municipality of Anchorage Department of Health and Human Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 http://www.ci.anchorage.ak.us 343-4744 May 29, 1998 Daniel Vozar PO Box 111269 Anchorage, Alaska 99511 1269 Subject: Lot 7 Block 2 Prospect Heights Subdivision #5 Permit #SW970073, PID #015-135-15 The subject permit, issued April 25, 1997 by this office for a single family well and/or on-site wastewater system, has expired as of April 25, 1998. 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. On-site Services enc: Copy of Permit cc; James $izemore & Associates DEPARTMENT OF NATURAL RESOURCES ~.*:?..' ~ . DIVISION OF MINING & WATER MGMT · " WATER WELL RECORD LOCATION OF WElt. : .; , , ... ~-...;..-~, ..... : · BOROUGH SUBDIVISION LOT BLOCK , ,~ SECTION QTRS SECTION TOWN~HIP RANGE MERJDIAN LOCATION/SKETCH: WELL OWNER: DEPTHs M~SURED FROM~casing top ~gr0und sudace WELL DEPTH: DATE OF CO~PL~!ON BOREHOLE DATA: , Depth Depth of casing:/~ Material Type and Color · From To ' ~' - . ,., ~ DEPTH TO STATIC WATER L~EL: ~ ~ ~ ~ //~ ft below~top of casing D ground sudace ' ~ a a .' :. ~ ' M~HOD OF DRILLING: ~ir rotaw ~ cable tool "~ .... " ' ' ' Volume used: iDepth toltop: , '.. ~.~ ~!~ · Depth: from ftto ft ' ~ '" Duration: MUNICIPALITY OF kNCHORAGE 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:SW970073 DESIGN ENGINEER:JAMES SIZEMOORE & ASSOCIATES OWNER NAME:VOZAR DANIEL OWNER ADDRESS:P.O. BOX 111269 /~NCHORAGE, AK. 99511-1269 PAGE 1 OF 1 DATE ISSUED: 4/25/97 EXPIRATION DATE: 4/25/98 PARCEL ID:01513515 LEGAL DESCRIPTION: PROSPECT HEIGHTS #5 BLK 2:LT 7 LOT SIZE: 95065 (SQ. FT.) NUMBER OF BEDROOMS: 4 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 15.55 AND 15.65 AND THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18/LAC72) 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. SPECIAL PROVISIONS: RECEIVED BY: ISSUED BY: DATE: DATE: RECEIVED APR ~ § 1~97 MunJoipality of Anohorage Dept. Health & Human 8er~ioee 432.19' LOT 7 0%'1 2'% ~SLOPE 56'xl O' DEEP~ LEACHFIELD TRENCH ~ ~ ~_ NEW 1250 GAL\ ~ -- \ ~ "~ ,---/ SEPTIC TANK ~ %~ ~ >0' ,~ REPLACEMENT I APPROXIMATE / SHORELINE ~' N LAKE \ \ oOW PR/OPOSED LWo~cLL ATION LOT 7, BLOCK 2, PROSPECT HEIGHTS SUBDIVISION, ADDITION NO. 5 PROPOSED WELL & SEPTIC SYSTEM SITE PLAN JAMES SIZEMORE & ASSOCIATES ANCHORAGE, ALASKA TEL: (907)$45-1572 FAX: (907)545-9629 DRWN BY: VND ICHKD BY: JFS IDATE: 5-19-97 SCALE: 1"=601P.N. I SliT: 1 OF 2 10t DEEP x 56' LONG DRAINFIELD TRENCH, 7' EFFECTIVE -.~ WASTE LINE FROM HOUSE PROPOSED 1250 GAL SEPTIC TANK DOUBLE C.O. 4-" DIA. PERF. PIPE ,.56' PLAN 1"=10' C.O. MONITOR TUBE MONITOR TUBE MINIMUM ONE BACKHOE BUCKI WIDTH SEWER ROCK I 4 SECTION FILTER FABRIC LOT 7, BLOCK 2, PROSPECT HEIGHTS SUBDIVISION, ADDITON NO. 5 PROPOSED SEPTIC SYSTEM PLAN AND SECTION JAMES SIZEMORE & ASSOCIATES ANCHORAGE, ALASKA TEL: (907'),545-1572 FAX: (907)545-9629 DRWNBY:,,V=N1DoICHKDBY: JFS IDATE:8-15-96 SCALE: 1 ' P.N. I SHT: 2 OF 2 James Sizemore & Associates Civil Engineers & Surveyors 6410 Switzerland Drive (907) 345-1572 Anchorage, AK 99516 WASTEWATER DISPOSAL SYSTEM SPECIFICATIONS LOT 7, PROSPECT HEIGHTS SUBDIVISION 1.0 GENERAL 1.1 The scope of the project consists of installation of a 1250 gallon septic tank and a 36 fi. x 10 ft. deep trench absorption trench. 1.2 Construction shall be as shown on the approved site plan and design drawings. Deviations from the drawings shall be co-ordinated and approved by the engineer conducting the inspections. 1.3 All construction procedures and material used to construct the system shall comply with Municipality of Anchorage and State of Alaska regulations. 1.4 Unless specifically agreed otherwise, the homeowner shall be responsible for finish grading areas after the system is constructed as shown on plans. Placement of topsoil and reseeding of all areas disturbed by construction is the responsibility of the homeowner. 2.0 SEPTIC TANK 2.1 The 1250 gallon septic tank shall be steel and shall comply with specifiocations approved by the Municipality of Anchorage. 2.2 The septic tank shall be set level and shall be set on undisturbed or well compacted ground. The tank shall be bedded as necessary to prevent settling or shifting of the tank. Care should be exercised during backfilling around the tank to keep large cobbles away from the tank. 2.3 All pipe connenctions to the septic tank shall be equipped with waterproof mechanical couplings. A cleanout shall be placed on both the inlet and outlet end of the septic tank. A cleanout will aalso be placed upstream of the tank within 5 feet of the : · house foundation. A double cleanout shall be installed within 5 f~. downstream of the septic tank. 3.0 SOIL ABSORPTION DRAINFIELD 3.1 The soil absorption system shall be a 10 ft. x 36 ft. deep trench constructed to the dimensions shown on the drawings. The 10 ft. trench shall be one backhow bucket width wide and the bottom shall be level. The trench shall be dug parallel to the contour of the lot. A total of 7.5 ft. of sewer rock shall be placed in the trench with 7 ft. of rock beneath the 4 in. perforated drain pipe. 3.2 Sewer rock shall be 0.5 - 2.5" screened gravel, with less than 3 % passing the//200 sieve. 3.3 Cleanout pipes and monitor tubes shall be 4" diameter and installed in locations shown on the drawings. The portion of monitor tubes extending through the sewer rock shall be perforated. Cleanout and monitor tube pipes shall have caps placed over the tops of the pipes. 3.4 Approved filter fabric shall be placed over the top surface of the sewer rock prior to completing backfilling of the trench. A minimum of 3.0 feet of soil cover is to be placed over the sewer rock. 4.0 INSPECTIONS 4.1 A minimum of four engineering inspections will be required during construction of the system. One after setting of the septic tank, one after excavation of the absorption trench prior to placement of the sewer rock, and one after placement of the sewer rock and placement of the perforated drain pipe and all cleanouts. 4.2 The contractor shall co-ordinate with the engineer at least 24 hours prior to start of construction. PROBABLE IMPACTS TO ADJACENT PROPERTIES A) WELLS The proposed wastewater disposal system is designed in accordance with current Municipality of Anchorage Wastewater Disposal Regulations. The proposed drainfield will be constructed in accordance with these regulations. The separation distance from wells on adjacent properties is greater than 100 fi. Therefore no unacceptable impacts are expected on the wells located on adjacent properties. B) WASTEWATER SYSTEMS The new drainfield will be constructed with good separation distance from systems on adjacent lots. Soils tests have shown the soil where the system is to be constructed is acceptable for and an on-site disposal system, therefore there should be no unacceptable impacts on adjacent wastewater disposal systems. C) RESERVED SPACE/SURFACE AND SUBSURFACE The large lot that this system will be constructed on has ample space, both surface and subsurface reserved for a replacement system. The proposed drainfield should not affect adjacent properties. D) DRAINAGE The location of the drainfield will not interfere with any drainage. The area disturbed during construction of the field will be graded and sloped so as to not pond water. Therefore this system shouldn't adversely affect adjacent properties. Municipality of Anchora§e SOILS LOG -- PERCOLATION TEST ~n 1 2 10 11 12 13 14 15 16 17 18- 19- 20- SLOPE SITE PLAN WASGROUNDWATER ENCOUNTERED? L IF YES, AT WHAT O DEPTH? p Oepth Io Water Alter,,~/ ~ ~,..~"~.~ ~ Reading Date Gross Net Depth to Net Time Time Water Drop PERFORMED BY: ~:~ +('*:~/~~~~~CERTI"YT",TTHISTEST/WASPERFO"MEDIN ACCORDANCE WITH ALL STATE AND MUNIOIPALGUIDELI~IN EFFECT& THISDATE. DATE: ~ / :~/~ 72-008(Rev 4/85) / / Z / Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST 4 5 6 7 8 9 10 11 12 13 14 15- 16- 17 18 19 2O COMMENTS SLOPE WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? 4 :', £ .of_,_ / DATE PERFORM~~ Depth IQ Water After.,, Date:' ''~''~''~''~''~''~'~z'w~ '/~ Zz47~ Monitoring? -'~]~"~ , SITE PLAN Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE ~ ': (minutes/inch)PERC HOL~ DIAMETER TEST RUN BETWEEN ~ FT AND &' FT : PERFORMED BY: '",') ' '~ /' ~ " ' ,.~..,RTIFY THAq'THIS TES]= WAS PERFORMED ACCORDANCE WITHALLSTATEAND MUNICIPAL GUIDELIXN~E~FF/CT ON THIS DATE. DATE: '-~/"~-~'~/~'"~'2 ~"'"/' 72-008 (Rev. 4/85)