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HomeMy WebLinkAboutPARADISE VALLEY BLK 7 LT 19 RECEIVI:U 12/20/1995 15:25 3606986427 OLYHPIC ENGIIIEERING PAGE 82 '.-??c~ DEO ~ 1 1995 ~"~ Munm~pa,[y otAncnorage Page DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P,O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: ~ ~ ~ PlO Number: ..~,, ~E~' ~0~ Waslewater Syetem: ~N~ ~ Upgrade Soll Rating: Total ~eptb ff~m original graae; LEGAL DESCRIPTION O.~ ........ GPO/~q. Fl. ........ ~ub~Jv~lon: Depth to pipe boflom from o~iglnal Fill adUe~ a~ov~ original )ritler: Dele Oti]le~: Static W~te~ Level: In.tiller: Da~e In~lalle~: SEPARATION DISTANCES ~s~¢ic a ..,u~.g D s.T.~.P, ~ Capacity in gall0n~: SudsCe ~ . Water ~ ~ Remarks~CC ~'~ ~C ~a "~" ~ BENCH MARK Locatlo~ and Delcdplio~: Department of H H ices ap[r~/~al)~ '~~~.~ Reviewed and approved /~ ~ Date: ' Municipality of Anchorage Page I of DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: ~i~ ~-~ O3_"7,~,- PID Number: Name: .~ ~2~%o~ Wastewater System: ~New ~ Upgrade ~ ABSORPTION FIELD Phone: INo. ofBedrooms:~ ~DeepTrench ~lowTrenc~Bed DMound DOther LEGAL DESCRIPTION so, Rating:o,~__ GPD/Sq. Ft. Total~?ept~_ ~fr~m' original grade: Gravel depth beneath pipe Subdiv~ion: 3epth to pipe bottom from original grade: ~1 (~0~ = ~*~ Ft. Fill added abov~ original grade: ~a~len~th:_. ~ Gravel width: (~ ~) Number of lines: Distance between~ Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material: i Driller: Date Drilled: Static Water Level: Installer: Date installed: Yield: ~ GPM ~¢~: ~T casing Height Above Ground: ~. ¢ ~t. TANK SEPARATION DISTANCES ~Septic B Holding B S.T.E,P, TO Septic Absorption Lift Holding %;::;/Private ~~ *~ Capacity in gallons: 1~50 From Tank Field Station Tank Sewer Lines Well' JCl I J J~ I ~ ~ ~51 Material: ~~ Number °f C°mpartments: SurfaCewater -- -- -- -- -- ~ LIFT STATION Line 5SI { ~1 ~ ~ j ~l Size in gallons: M Foundation ~1 ~j -- -- -- ,,Pump on" level at: ~ ~u~water alarm at: Remarks~gC ~ ghLd~ ~ "~ ~ BENCH MARK '~ ~gJ~[~ (~U~(I'~ ~ b¢l LooationandOescription: Inspections performed by: C~ ~S Dates: 1st *-~-fl¢ Department of Health and Human Services approval Reviewed and approved by: Date: 72-013 (Rev. 9/91) MOA 25 · Permll' No. P.O~. Box On-S al Description: Muhicipality of'Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES MENTAL SERVICES DIVISION · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 Disposal System and/or Fell Inspection Report $ / / ROI~ERT W. WRIGH3' ,/ i P~ S'F' 't~ , I:::[ St' Permit No. S J~ ~ ~c)'Z-/4. Page ~ of S Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report LQT Legal Description: ROBERT W. WRIGHi ~'o~, 5 o¢ 5 Rcrmit No. Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES OIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: ,343-4744 On-Site Wostewoter Oisposol System and/or Well Inspection Report Legal Oescrlptlon: L~I- I~1 e,~-ec~ "/ p~l:)¢.~[- V~.~-I-¢:~' ~JI~D, PlO No.: Municipality of Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST I 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 2O Township, Range, Section: SLOPE SITE PLAN WAS GROUND WATER ENCOUNTERED? I icl S IF YES, AT WHAT ~ ~) DEPTH? p E Depth to Water Alters._ ~ Monitoring? Date: Gross Net Depth to Net Reading Date Time Time Water Drop (,," ff_z~.5$ "/;zo P~ (,,~ o PERCOLATION RATE J '* (minutes/inch) PERC HOLE DIAMETER TEST RUN BETWEEN ~'" FT AND ~ FT 72-008 (Rev. 4185) STATE OF ALASKA DEPARTMENT OF NATURAL RESOURCES DIVISION OF MINING & WATER MGMT WATER WELL RECORD :ATION OF WELL ' BOROUGH % SUBDIVISION LOT B/oc'K * *SEO:[IO~ GTRS, ,, ;' SECTION TOWNSHIP ~ANGE MERIDIAN · '"' , ,~,,:. ':";.: ~ LOCATiON/SKETCH: WELL OWNER: DEPTHS M~SURED FROM:~oasing top ~g~ound surface ~~e~ ~TH: ~, -~ ~ DATE OF COMPL~ION of hole', ~_~ ft ~Bteriat Type 8nd Color ............... F~om To DEPTH TO STATIO WATER L~EL: ~~ . ~ ~ ~ , /__~ ft b0lOW ~ top Of casing g ground sud,co ~ / M~HOD OF DRILLING: ~ air rotary ~ cable tool USE OF WELL; ~ domestic ~ irrigation ~ monitor ~ public supply ~ other ..... ' ' to CASINg STICK--fi, Oiam: ~ in, ' WELL INTAKE OPENINg TYPE=~pen end ~ screened , , D Perforated ~;open hole ~ SCREEN TYPEJ , Diam: in. ~/~ ~ 'Slot/Mesh Size: ....... Length: .... ft ',, G~VEL PACK TYPE; Volume used: ,, Depth to top: gROUT TYPE; Volume: Depth: from ...... it to .,_ ft Duretion: ~ ~ DEC 1 9 t935 PUMPINO L EL AND YIELD= ~'~ ft ~ltOr ~.. hrs pumping__ ~ opm Dept, Health & Human Serv :es PUMP INTAKE DEPTH: ft Horsepower: WELL DISINFECTED UPON COMPL~ION? ~YES ~ N0 CONTRACTOR INFORMATION: REMARKS; Re~i~t~glsz,~eoed Business Name / MAIL"'~/HI~ E COPY OF LOG TO: S~hature of Auth6nzed'Respr~entatwe ~Date PO BOX 107005 '~11 - ' ' ' ANCHORagE\AK 99510.7005 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.Oo BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGEf ALASKA 99519-6650 PAGE 1 OF ON-SITE WELL AND WASTEWATER DISPOSAL SYSTEM PERMIT PERMIT NUMBER:SW950274 DESIGN ENGINEER:ROBERT W. WRIGHT, P.E. OWNER NAME:LOVEJOY WALTER F & MARGARET E OWNER ADDRESS:P.O. BOX 874377 WASILLA, AK 99687 PARCEL ID:02041302 DATE ISSUED: 9/13/95 EXPIRATION DATE: 9/13/96 LEGAL DESCRIPTION: PARADISE VALLEY BLK 7 LT 19 LOT SIZE: 33867 (SQ. FT.) NUMBER OF BEDROOMS: 3 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 (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. SPECIAL PROVISIONS: RECEIVED BY: ~ ~,~'? DATE' Wright-Alaska Engineering Services 6004 Glenkerry Dr. · Anchorage, AK 99504 · Telephone: (907) g43-2049 Percolation Log Report/ Soils Log Performed for' Mr. deft Gorton Hole No:1 Date: 8/14/95 Legal Description' Lot 19 Block 7 Tract NA Subdivision: Paradise Volley Township, Ronqe, Section: T11N, R3W, Sec. 11 Sheet 1 of 2 Groundwater Gross Net , Depth Drop (in.) Rate (min./in.I Encountered?N© Reading Date Time Time tmn.) Water ti~.) Net At what depth?NA Water level after 8/14/95 11:33 0 6 1 8/14/95 12:05 50 7.75 1.75 17.2 Monitoring? None 8/14/95 12:06 0 6 Date: 8/.51/9.5 2 8/~/95 12:56 50 7.75 1.75 17.2 . , 8'/14'/95 12:¢0 0 6 Percolation Rote 5 8./~4./95 13:10 50 7.75 1.75 17.2 17.2 lin/in. Comments: ~ Performed by: Carl Abrams I, ~~~~ Certify that this test was performed, in accordance with all State ~ Municipal g%idelines in effect on this date. Date 8/14/95 ~o~ OL- ,' ,' ,' ,' ,' ,' ' ' ' Hot l 2~ ' ' ' ' ' ' 1 . .~ 0-1 Grass, Root Mat, Orgs. ,__4___~___k__4 -~ ..... ,' ,' ,' /, ,' , , ~ro, Do~ed H, oube, , ' 2 1-2 s,mt~ Orgonmcs/ Loam m m ,m , m ~, m m m m ~ I m O. "k r--l---i-~-r--1 m r ...... F- %T---q---F--T--q- 5 'o' o~ , , 'ok~ 2-6 Sandy Gravel w/Cobblesl m ~ ~ m m * m m m m m m m m · 0 , , , , , ,Lqt 9 , , , ,~__~ 5 o© , , ,-~--, , , ---F~-' m , , , ' ' ' - aa . Level Perc d= 6.0 , , , , , ,_~__., , , , , , ,~__~ n ~Oc ..... , , ~ 6-11 Silty Sandy Gravel w/ -~ .~. , , , , , , , Uo~, ~ , , , , --F-- ~ Cobbles, Hard Packed~ 9 o~PC Slope Site Plan 'oo S' ~ ' ' ' ' ' ' ' m I , I I:19i% :mI I I ) m I 10 bOo -00. c o , , , , , , , , , , , , , 11 ' e' 12_ 11.0 End Hole 14 1~ '~" TH - ~ ~ ~ __;/ Wright-Alaska Engineering Services Anchorage, Alaska · Telephone: (907) 243-2049 Percolation Log Report/ Soils Log Performed for: Mr. Jeff Oorton Hole No: 2 Date: $/14/95 Legal Description: Lot 19 Block 7 Tract NA Subdivision: Paradise Valley Township, Range, Section' Tl lN, R3W, Sec. 11 Sheet 2 of 2 Groundwater Gross Net Depth Drop (in.) Rate (min./in.) Encountered? No Reading Date Time Time (min.) Water ti~.) Net At what depth?NA Water level after 8/14/95 11:54 0 4,5 1 8/14/95 12:04 30 7.7 5.5 8.6 Monitoring? None 8/14/95 12:07 0 4.5 Date: 8/31/95 2 8/14/95 12:37 30 7.7 3.5 8,6 · , 8/14/95 12:41 0 4.5 Percolation Rate 3 8/14/95 13:11 30 7.7 5,5 8.6 8.6 rain/in. Comments: Certify that this test was performed in accordance with all State & Municipal guidelines in ---~. ,' ,' ,' ,' ,' , , Era,paged H, ouke, , ,' ,' ,' , aiD--,, "Iii" ,, ,, , ,Lqt 9, , , , , , , , , ---fq~¢--., , '~ Oo~ 4-12.5 Silty Sandy Grovel w/ 0 o 0 [--~---'---~--~, , , , , , , Llot, L I Perc'd 5 5 ' ' 9 oGPO Slope Site Plan 0 ['~ S I I I I I I I I I I I I 0 13' 1 1.0 End Hole ~ ~... ~ '..'7'- · 16 "~" ' Sheet1 Lot '19, Block 7 Paradise Valley Subd. T11N, R3W, Sec. 11, S.M. Septic System Design Calculations: Percolation Rate ~~~ Application Rate- ~~ Bedrooms= Required Application = Sept. 4, 1995 Calculate Required Square Feet of Absorption Trench: (Bedrooms) X (Req. Application) Application Rate Choose 5 ff. Wide Trench Calculate Length of Trench Required: Area of Absorption = Trench Width 750= 5.00 (3) X (150) = 0.60 Assume 2 ff. Gravel Depth Below Distribution Pipe: Calculate Allowable Trench Length Reduction for 2 ft. Gravel Depth: Width + 2 = Width + 1 + 2(Depth) 5+2= 5 + 1 2(2) Calculate Design Length of Absorption Trench: Reduction Factor X Calculated Trench Length= Design Two Trenches at 105ff./2= Size Septic Tank: Min. Tank Size for 3 Bedroom Home= Page I 0.7 X 150= September'4, 1995 Site Narrative Lot 19, Block 7, Paradise Valley Subd. The following site narrative describes the probable impacts of the installation of a Private Well & On- site Wastewater Disposal System on the above noted lot. The System shall be sized for a proposed 3 Bedroom single family home. The lot is located on the lower Hillside, near the north end of Goldenview Drive. Access to the lot is Directly off Spain Drive. The lot contains 0.77 Ac, more or less. The lot slopes generally from the northeast to the southwest. Slope grades are shown on the attached Soils Percolation Logs. The lot is bounded on the north, west and south sides by undeveloped lots ranging in size from 0.62 to 0.98 Ac. The eastern boundary of the lot is the 60 ft. Right of Way for Spain Drive. The lot located directly across Spain drive, to the east of Lot 19, has an existing On-site Septic System, which is well outside the proposed 100 ft. Protective Well Radius for Lot 19. The installation of the Well & Wastewater Disposal System on Lot 19 should not affect future development of the adjacent lots, as the topography of the adjacent lots is similar to Lot 19, and will dictate that the On-site Wastewater Disposal Systems be located toward the west sides of the lots. Site drainage for the lots to the east of Lot 19 is intercepted by Spain Drive, and does not impact the site. Drainage from Lots 11, 12 & 18 flows away from Lot 19. Lot 20 may discharge some surface runoff to Lot 19, but no affects are visible, and it is not anticipated that these flows will have any affect on the system. The finished grade around the proposed Drainfield will be contoured to provide positive drainage away from the fields & tank, to prevent ponding. Permit No. Page '/ Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION of ~ P.O. Box 196650 · Anchorage, A. laska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Legal Description: LO'F' LOT ~l-c, cL '/ P/~--A. OI~,., VALL. E.-Y PID No.: \ LoT m ROBERT W. WRIGHT Permit No. Page ~ ,,of ~ Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P,O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Legal Description: LO T I c~ ~)Lo~_~ "~ PAt'S01 ~_..¥AL. LI~:~Y PID No.: // / / /. / / i / I // / / ./ I I / ! ~ //, ./ II1 / II/ I'1 / / I/ /I // / / / / / ~ . /..~-~-~ / l/' ,/ Permit No. Page Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Legal Description: J..OT I / //'//',,/,i/ / / ×/// ~,//. I / ./ iii / / / / / I/I //it I / ~1'/ Iooo ~,~o,4 i W. WRIGHT ./ / / Permit No. Page ~ of (:~ Municipality of Anchorage BEPARTtaENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Legal Description: L..O-r Ic) l~L.o~.t(- "7 ?,~/2-~01 ~,~. V'A~-L-~.y 5,Cll~, Permit NO. Poge d of (~ Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 Anchorage, Alaska 99519-6650 Telephone: ,345-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Legal Description: No.: ,Z;6'~ :Z IERT W, WRIGH:T Permit No. Legal Description: Lot 19, Block 7, Paradise NOTI Page 7 of~ W.O. Date .,~/4,'95 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH CHAPTER 15.65. OF THE MUN!CIPAL WASTEWATER DISPOSAL REGULATIONS AS CURRENTLY AMENDED. 2 INSTALL NEW 1000 GAL SEPTIC TANK AS SHOWN ON THE DRAWINGS. RECORD INLET AND OUTLET ELEVATIONS OF THE TANK. TANK SHALL BE PLACED ON LEVEL, UNDISTURBED NATIVE SOIL, 3 SITE TOPOGRAPHIC SURVEY CONDUCTED ON 8/18/95. EXISTING STRUCTURES, WELLS, SEPTIC SYSTEMS OBSERVED ARE SHOWN ON DESIGN DRAWINGS. THE INFORMATION FROM THIS SWING TOPO SURVEY IS INTENDED FOR THIS DESIGN ONLY. IT SHALL NOT BE USED FOR OTHER CONSTRUCTION OR FEATURE LOCATION. 4 ANY DEVIATION FROM THE DESIGN MUST BE AUTHORIZED BY THE ENGINEER PRIOR TO ITS INCORPORATION INTO THE SYSTEM. 5 CONTRACTOR SHALL LOCATE ALL UNDERGROUND UTILITIES, PROPERTY LINES, EXISTING WELLS, WATERWAYS, SURFACE AND SUBSURFACE DRAINAGE FACILITIES, LAKES, PONDS, AND OTHER FACILITIES REQUIRING SEPARATION DISTANCES FROM THE PROPOSED SEPTIC SYSTEM. CONTRACTOR SHALL STAKE PROPOSED SYSTEM PRIOR TO CONSTRUCTION. NOTIFY THE ENGINEER OF ANY OBSERVED CONFLICTS PRIOR TO CONSTRUCTION. 6 CONTRACTOR SHALL MEET WITH THE ENGINEER PRIOR TO BEGINNING ANY WORK TO REVIEW THE DESIGN DWG'S. CONTRACTOR SHALL NOTIFY THE ENGINEER AND DHHS 24 HOURS PRIOR TO COMMENCING WITH CONSTRUCTION. A MINIMUM OF THREE INSPECTIONS ARE REQUIRED. THE FIRST INSPECTION SHALL BE OF THE SUBGRADE PRIOR TO PLACING THE SEWER ROCK. THE SECOND INSPECTION SHALL BE AFTER THE PLACEMENT OF GRAVEL, DISTRIBUTION PIPING, STANDPIPES, TANK, AND OTHER COMPONENTS AS SPECIFIED. THE THIRD SHALL BE AFTER THE WORK IS COMPLETED. CONTRACTOR SHALL CALL FOR LOCATES OF ALL UTILITIES. 7 CONTRACTOR SHALL DELIVER TO THE ENGINEER A SET OF RED-LINED, AS-BUILT DRAWINGS SHOWING ALL DATA AS SPECIFIED IN SEC. 15.65.150.F.2, 5, 4, 5, 6 OF MUNICIPAL WASTEWATER DISPOSAL REGULATIONS WITHIN FIVE DAYS OF THE FINAL INSPECTION. INVERTS SHALL BE MEASURED TO THE NEAREST HUNDREDTH OF A FOOT. SWING TIE LOCATES SHALL BE MEASURED TO THE NEAREST TENTH OF A FOOT. THESE AS-BUILTS SHALL BE USED BY THE ENGINEER TO PREPARE AND SUBMIT RECORD DRAWINGS TO DHHS. 8 ALL EXCAVATION DEPTHS ARE ADVISORY. THEY ARE TO BE VERIFIED AND MAY BE MODIFIED BY THE ENGINEER IF ACTUAL FIELD CONDITIONS VARY FROM THOSE USED TO PREPARE THE DESIGN. 9 EXCAVATE THE ABSORPTION FIELD. BOTTOM OF EXCAVATION SHALL BE LEVEL AND SCARIFIED. RECORD ELEVATIONS AT BEGINNING, MIDDLE, AND END OF EA. TRENCH BOTTOM. CONSTRUCTION EQUIPMENT SHALL NOT OPERATE ON THE FLOOR OF THE EXCAVATION. ANY MATERIAL COMPACTED BY THE OPERATION OF CONSTRUCTION EQUIPMENT OR WORKMEN SHALL BE REMOVED AND REPLACED WITH UNCOMPACTED MATERIAL. 10 PLACE THE SEWER ROCK TO THE SPECIFIED DEPTHS. DO NOT CONTAMINATE SEWER ROCK WITH NATIVE MATERIAL OR SPOIL FROM EXCAVATION. LEVEL ROCK SURFACE TO + 1" PRIOR TO INSTALLING THE PERFORATED PIPE. 11 ALL PIPE SHALL BE PVC CONFORMING TO ASTM D3034 OR ENGINEER-APPROVED EQUAL. MINIMUM SOIL COVER SHALL BE 5 FT. OVER THE TOP OF THE GRAVEL IN THE TRENCHES AND 4 FT. OVER THE SEPTIC TANK. 1" OF INSULBOARD MAY BE SUBSTITUTED FOR 1 FOOT OF SOIL COVER. (SEE NOTE 12) 12 13 14 15 16 ALL INSULATION BOARD SHALL BE 2" THICK DOW HI-55 INSULBOARD OR ENGINEER-APPROVED EQUAL. CENTER INSULBOARD WIDTH OVER SEPTIC TANK. GEOTEXTILE SHALL BE MIRAFI 140S OR ENOINEER-APPROVED EQUAL. LAP ALL ,JOINTS 2' MIN, COVER THE DISTRIBUTION PIPE WITH A MIN. OF 2" OF SEWER ROCK, AND COVER WITH GEOTEXTILE BEFORE PLACING INSULATION AND BACKFILL. MATERIAL USED AS FILL SHALL BE CLEAN AND FREE OF ORGANICS, TRASH AND CONSTRUCTION DEBRIS. SLOPE ALL FILL MATERIAL TO DRAIN AT 2% MIN. SLOPE, AND 5:1 MAX SLOPE, AND IN SUCH A MANNER THAT PONDING AT OR NEAR THE DRAIN FIELD DOES NOT OCCUR. THE FILL SHALL BE LEFT AT 6" HIGHER THAN SHOWN TO ALLOW FOR SETTLEMENT. SEED SURFACE AFTER COMPLETING INSTALLATION AS PER MUNI. SPECS. 17 RECORD THE FINISH GROUND ELEVATION OVER THE BEGINNING, MIDDLE, AND END OF SYSTEM. 72-013 A (2/91) MOA 25 C, File: DHHSNOTE Permit No. Legal Description: Lof 19, Block 7, Paradise Valley Subd. NOTES: 18 Page C(~of C~ W.O. DRIVE 5/8" x 50" REBAR, FULL DEPTH, WITHIN 1" OF EDGE OF ALL STANDPIPES TO ALLOW FOR EASE OF WINTER LOCATION, AS-BUILT REQUIREMENTS RECORD INLET AND OUTLET INVERT ELEVATIONS OF SEPTIC TANK RECORD BEGINNING AND END INVERT ELEVATIONS OF ALL RUNS OF SERVICE PIPING RECORD BEGINNING, MID-POINT AND END ELEVATIONS AT THE DRAINFIELD FOR THE BOTTOM OF TRENCH, DRAINFIELD PIPING INVERT AND FINISH GRADE FROM AT LEAST ONE TANK STANDPIPE AND AT LEAST ONE DRAINFIELD STANDPIPE, RECORD DISTANCES TO 1/lOTH FOOT TO AT LEAST TWO POINTS READILY LOCATABLE UNDER WINTER CONDITIONS RECORD FINISH GRADE ELEVATIONS AT EACH POINT WHERE SERVICE PIPING CHANGES DIRECTION OR GRADE 72-013 A (2/91) MOA 25 C, File; DHHSNO'E