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Home My WebLink AboutSIEFKER #3 TR 4A MUNICIPALITY OF ANCHORAGE On -Site Water & Wastewater Program PO Box 196650 4700 Elmore Road Anchorage, Alaska 99519-6650 Phone: (907) 343-7904 Fax: (907) 343-7997 http://www.muni.org/onsite On -Site Wastewater Disposal System Permit Permit Number: OSP201299 Work Type: Septic Upgrade Tax Code Number: 01528165000 Site Legal Address: SIEFKER #3 TR 4A G:2735 Site Mailing Address: 11941 AVION ST, Anchorage Owner: LUCIA CORDELL T & LAUREN E Design Engineer: ANDERSON CONSTRUCTION & ENGINEERING This permit is for the construction of: Effective Date Expiration Date: Lot Size in Sq Ft: Total Bedrooms: V De pa l't nl en 8/20/2020 8/20/2021 45138 Q Disposal Field Q Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ Water Storage All construction shall 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 wastewater code requires inspections during the installation. The engineer shall notify the Development Services Department per AMC 15.65. Provide notification by calling (907) 343-7904 (24/7). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather shall be either: a. Opened and Closed on the same day, or b. Covered, sealed, and heated to prevent freezing Special Provisions: ** Per the as -built survey the site plan does not accurately show the location of the well, house and decks. Please show the correct location on the Record Drawings. Received By: Issued By: Date: Date: ZOC-) /,�__o 4 U ICIP LITYOF ANCHORAGERV.5)N Development Services Department y = Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 ON-SITE SEPTICM/ELL PERMIT APPLICATION Parcel I.D. 015-281-65 Property owner(s) CORDELL LUCIA Mailing address 11941 AVION STREET, ANCH AK Site address SAME Day phone Legal description (Sub'd., Block & Lot) SIEFKER #3 TR 4A Legal description (Township, Range & Section) Lot Size 45,138 Sq. Ft. Number of Bedrooms 4 APPLICATION IS FOR: APPLICATION IS AN: TYPE OF DWELLING: (® all that apply) Absorption Field Initial ❑ Single Family (SF) El (w/wo ADU) Septic Tank El Upgrade ED Duplex F-1Holding (D) Tank ElRenewal ❑ Multiple Dwellings ❑ Privy ❑ (SF and/or D) Private Well ❑ Water Storage ❑ THIS APPLICATION INCLUDES A WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. (Signature of property owner or authorized agent) Permit/Rush Fees: t L N �, Z5 (Cbvib-11' Date of Payment: a 0,;2 iver Fees: Date of Payment: Receipt Number: 60(.689 Receipt Number: Permit No. Waiver No. Rusk 0 267 7.5 OVIID t�ec" � 617 31`i GADevelopment Services\Building Safety\On Site Water and Wastewater\Forms\Client Forms\Permit Application.doc July 17, 2020 Municipalities of Anchorage Departments of Health and Human Services P.O. Box 196650 Anchorage, Alaska 99519-6650 Fax 249-7847 Re: Septic Permit Legal: SIEFKER #3 TR 4A To Whom it may concern: This is a request for a septic permit on the above referenced lot. One test hole was excavated and found poorly graded sand (SP/SM) for the entire depth with no water during excavation or after the 7 day monitoring period. The perc rate was 5 minutes per inch. A new 1250 gallon plastic tank will be installed also and a valve between the two systems. The lot slopes to the west at about 5 to 10 percent. This new system will not impact any of the surrounding neighbors. Sincerely Michael N. Anderson, P.E. 4661 Natrona Anch, Ak 99516 Ph 727-8864 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201299, Deb Wockenfuss, 08/20/20 SEPTIC FIELD SECTION DESIGN CRITERIA: 5.0' EFFECTIVE 4 BDRM X 150 = 600 GPD SOILS = 600/0.8 = 750 GPD 750 GA/10 = 75' 2.0' WIDE 75' LONG (1) TRENCH 8.0' DEEP 14 (TH#1) 1.0 SP/SM ORG 1.0'2.0' -8.0 -3.0 MOUND OVER FILTER FABRIC SEWER ROCK  3,3( GRADE 1"=200' PROPERTY LINE EXISTING SEPTIC -AVION STREET--CLEO AVE- EXISTING WELL 100' RADIUS SCALE: DJR DRAWN: DATE: SIEFKER #3, TRACT 4A Anchorage, Alaska CORDELL & LAUREN LUCIA 7/15/2020 8/9/2020-JEROME STREET--CANGE STREET-EXISTING HOUSE 3.0 ML PROPOSED NEW SEPTIC SMALL RUN-OFF CREEK SMALL CREEK Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201299, Deb Wockenfuss, 08/20/20 1"=50' PROPERTY LINE EXISTING HOUSE EXISTING WELL 100' RADIUS WELL DRIVE WAY EXISTING SEPTIC TANK TO BE REMOVED & REPLACED W/ NEW 1250 GALLON PLASTIC TANK AND 20" RISER EXISTING ABSORPTION FIELD SIEFKER #3 TRACT 4A SCALE: DJR DRAWN: DATE: SIEFKER #3, TRACT 4A Anchorage, Alaska CORDELL & LAUREN LUCIA 7/15/2020 8/9/2020 DRIVE WA Y EXISTING GARAGE -AVION STREET--CLEO AVE- SIEFKER #3 TRACT 4B SIEFKER #3 TRACT 5, LOT 1 SIEFKER #3 TRACT 5, LOT 2 SIEFKER #3 TRACT 9 SIEFKER #3 TRACT 3 TCO DCO DCO CO MT TH#1 TCO SPLITTER VALVE WELL NO WELLS OR OPEN WATER WITHIN 100' SEPTIC CO EXISTING SMALL RUN-OFF CREEKS OR PONDING WATER WHICH IS >100' AWAY, NO IMPACT.SLOPE 5-10SLOPE 5-10SLOPE 5-10 NEW SYSTEM LOCATION IS PARALLEL TO CONTOURS WITH NO SLOPE >25% WITHIN 50' Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201299, Deb Wockenfuss, 08/20/20 Municipality of Anchorage On-site Water and Wastewater REVIEWED FOR CODE COMPLIANCE OSP201299, Deb Wockenfuss, 08/20/20 DETAIL TRACT 3 Siefker Subdivision No. 3 (Plat No. 67-107) W N_ O tj TRACT (O O 4B w y 11 4 /1 CLEO bEgif- (ap) / r� \ \ LOT I / / LOT 2 I LOT 3 Lots I Through 11, Tract 5, Siefker Subd. #3 1 (Plat No. 70-90) *: 49 TM M • BENJN.J. HRON •• NO.-1sto �a 10��t•l3 i l� �FESSpNAt�� NOTES: 1) BEARINGS AND DISTANCES ARE RECORD PER PLAT NO. 72-173 UNLESS OTHERWISE NOTED. 2) THE RECOVERED V2" REBAR MONUMENTING THE SOUTHEAST AND NORTHEAST PROPERTY CORNERS OF TRACT 4A ARE CONTROLLING THIS SURVEY. LEGEND RECOVERED 1f2" REBAR -- WATER WELL [IC. C. SEPTIC CLEAN-OUT ELECTRIC METER U UTILITY PEDESTAL r 5ENTEC Surveying 4� Engineering LLC 2525 Gambell Street, Suite 200, Anchorage, Alaska 99503 Tole: (907) 563-3835 Fax: (907) 563-3817 AS BUILT OF: Tract 4A, Seifker Subdivision No. 3, Plat No. 72-173. Anchoraee. Alaska W ,ucia and Lauren Cordell 1941 Avion Street ochoraae. AK 99516 ical survey of this property as shown on this ig and that the improvements situated thereon are the property lines and no encroachments exist determine the existence of any easements, covenants, restrictions which do not appear on the recorded hdivision plat. NOTE: Under no circumstances ould any data hereon be used for the construction or r the establishing oforooenv limn. EAST 150.21' 10' t VIr FAS900ff — — — — ----- ---- I so' 1a' i I I i I 74.4' WAH2 A%fMr34.1' L40jJ'j I NpZ `� —'--- rn Otf O I TRACT 4A 45,135 SQ. FT. a, I craw -W r� o O _ t - ❑O C.O. 585' \ / \ 21K fDIC I / PAYIIls� I sfr XTAt � 41.7' / I r I / ASgfftr 1 r ! I blettvr. ; I I � N WEST � 150.25' W N_ O tj TRACT (O O 4B w y 11 4 /1 CLEO bEgif- (ap) / r� \ \ LOT I / / LOT 2 I LOT 3 Lots I Through 11, Tract 5, Siefker Subd. #3 1 (Plat No. 70-90) *: 49 TM M • BENJN.J. HRON •• NO.-1sto �a 10��t•l3 i l� �FESSpNAt�� NOTES: 1) BEARINGS AND DISTANCES ARE RECORD PER PLAT NO. 72-173 UNLESS OTHERWISE NOTED. 2) THE RECOVERED V2" REBAR MONUMENTING THE SOUTHEAST AND NORTHEAST PROPERTY CORNERS OF TRACT 4A ARE CONTROLLING THIS SURVEY. LEGEND RECOVERED 1f2" REBAR -- WATER WELL [IC. C. SEPTIC CLEAN-OUT ELECTRIC METER U UTILITY PEDESTAL r 5ENTEC Surveying 4� Engineering LLC 2525 Gambell Street, Suite 200, Anchorage, Alaska 99503 Tole: (907) 563-3835 Fax: (907) 563-3817 AS BUILT OF: Tract 4A, Seifker Subdivision No. 3, Plat No. 72-173. Anchoraee. Alaska W ,ucia and Lauren Cordell 1941 Avion Street ochoraae. AK 99516 ical survey of this property as shown on this ig and that the improvements situated thereon are the property lines and no encroachments exist determine the existence of any easements, covenants, restrictions which do not appear on the recorded hdivision plat. NOTE: Under no circumstances ould any data hereon be used for the construction or r the establishing oforooenv limn. ~'~_~¢'~> . ¢~, Municipality of Anchorage Page ~ .~? %~:" ~EPARTMENT OF HEALTH AND HUMAN SERVICES '. :~"' ~~V ENVIRONMENTAL SERVICES DIVISION : ~. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 - ~n-Site Wastewater Disposal System and/or Well Inspection Report .. Permit Number: %WR~O~O PID Number: ~/¢2~/~ Name: ~ Wastewater System: ~New ~ Upgrade Address: , ~C~O~.l ~ ~ NO. of Bedrooms: ~Deep Trench D Shallow Trench D Bed D Mound D Other LEGAL DESCRIPTION SoilRating: /.~ GPD/Sq. Ft. Total Depth from origi~l ?ade: Lot: D',;c'.;7 Subdiv~ion: Depth to pipe bottom from original grade: Gravel depth beneath pipe Township: Range: Section: rill added above original grade: Gravel length: ~/,~ Ft. ~ Ft. WELL; ~New ~ Upgrade Gravel width: Number of lines: O[stance between lines: Classification (Private, A,B,C): Total Depth: Cased To: Total absorption area: Pipe material: ~/0 /~ Driller: Date Drilled: Static Water Level: InstsIler: Date installed: Yield: GPM ~ Pump Set at: Ft. ~ Casing Height Above Ground:Ft. TANK SEPARATION DISTANCES ~eptic ~ Holding ~ S.T.E.P. To Septic Absorption Lift Holding 3ublic/Pdvate Manufacturer: Capacity iR gallons: From Tank Field Station Tank Sewer Lines ~~ ~ Material: Number of Compadments: su,~o. LIFT STATION Lot ¢~ Size in gallons: ~ Manufacturer: l"~at: High water alarm at: "Pump level at: Foundation /~ ~ /~ ~ Cu~ain , ~ ~ ,O ~ ~ - Pump~Electrical Inspections pedormed by: Drain BENCH MARK Location and Description: Assumed Elevation: ~,dO Ft. S & S ENGINEEEING ~':~ Inspoctions porformed by: ~¢~ m~: a~k~ ~ Dates: ~ st ~- 2nd ~' la -g? Reviewed and approved by:~~ 72-013 (Rev. 9/91) MOA 25 Permit No,SW930410 Page 2 of 2 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 Descriptio~IEFKER SUBD.//3, TRACT 4A PID No.: 01528165 WELL SCALE 1" = 40' CO1 NEW 1250 GAL S.T. N.¢F,S. A B~ FCO 26.0 29.!~ CO1 33.5 2%0 C02 45.0 29.(~ C03 53.5 3i.6 ~ ..~).8.:5 34,.¢... C05 63.0 36.0 C06 89.5 63.0 CO7 59.0 12.5 MT1 89.5 68.0 MT2 59.0 12.5 HOUSE C02 FINAL 98.6' ::(co6& (COT& ~T i) MTS) )7.5' 92.2~ (MTi& MT2) · 87 2' WATER FOUND 7/12/94 i ~'--NEW ::TRENCH 1~0 GAL. SEPTIC ~ANK N 72-013 A (1/93) * ,YELL Location Of Well Bopoudr i E;ubdlvlsmn i Lot !Siefker iAncror'aga Woil Lo~j Alaska Now-Well/Vern's Dr'lilllng 12241 Avion Anchor`age, Alaska 99516 (907) 345-44 7 Well Log Hater-iai Type Block iSect, h)r~l,ioiTownship j~ j Tr'acr, 4A ] I .~ Below Surface Top Bott, om ir.,rrl grave v ssi 4ol I 401 601 dark qr--ay: ;! ' .hr, sand, wet igr-avm-n sill & :n ,~', inrav s tLV ,)ravel ."lard oar ;silLy gray ciayw/gravei seep ihard silty gray day w/gravel ,dark browr ~,I,.v sand sand& gravel in lenses of hard day ray tili- H20,5-6 qprn, H20 ¢~ 89' ravel/sandH20 20+ gpm 85 88 95 I 851 88 93 94'6" RECEIVED APR 1 1996 Municipality of Anchorage Dept. Health & Human Services PERMIT ~¢~ _,W9,_,O~ 10 Range E Well Depth (fL) Drilling Hethod [rotary Casing Type welded Di~rnete~ (in.) Da[e of Cornpletion i l/94j i 4/1 Use Idomestic ~. Depth (fl.) Weight(lbs/fL) Finish of Well Type Diameter I open end j [ 6j SEal. lc Water Level Level (fL.) Date I Pumping Level Below T of C (ft.) AFter (hrs) Plmping(g.p.m) Grouting ~esj~j Material Pump ,~pfu~y Type Remark~ iThis well was drilled under my jurisdiction and this report is true to the best or my knowledge and belief'. IAuthorized representative ! Ve~,n~//( L, Howell DaLe PAGE 1 OF 1 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:SW930410 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:LUCIA CORDELL T & LAUREN E OWNER ADDRESS:1713 NORTHWESTERN AVE #B ANCHORAGE, AK 99508 DATE ISSUED:10/06/93 EXPIRATION DATE:10/06/94 PARCEL ID:01528165 LEGAL DESCRIPTION: SIEFKER #3 TR 4A LOT SIZE: 45138 (SQ. FT.) NUMBER OF BEDROOMS: 4 THIS PERMIT: 4 THIS PERMIT IS FOR THE CONTRUCTION OF: DISPOSAL FIELD /SEPTIC TANK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: t. 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 (iSAAC80). 3. THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 OR 343-4681 AFTER BUSINESS HOURS 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: THE MAXIMUM DRAIN FIELD DEPTH FOR THIS SYSTEM SHALL BE 9 FEET. ISSUED BY: J DATE: DATE: ROBERT SHAFER, P.E. ROGER SHAFER, P.E. September 25, 1993 CIVIL ENGINEERS (907) 694-2979 FAX 694-1211 HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL TEST Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 'L' Street P.O. Box 196650 Anchorage, Alaska 99519-6650 REFERENCE: Tract 4A, Siefker Subdivision No. 3 Request you issue a permit to drill a well and install a septic system to serve the proposed four bedroom house on the referenced property. A test hole was excavated and percolation test performed. The approximate location of the test hole is located on the attached site plan. At the time of excavation no water was encountered and after seven day water monitoring waster was found at 14 feet. This property has enough area for a future septic upgrade which can be seen on the attached site plan. We do not anticipate any adverse effects on neighboring properties by the installation of the proposed septic system. If you have any questions, or require additional information for your review, please contact us. A. Shafer, P.E. PERCOLATION TEST 'lsu STRUCTURAL& MECHANICAL INSPECTIONS ON SITE WASTE WATER DISPOSAL SYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER, ALASKA 99577 1 September 1993 Department of Health & Human Services Onsite Water/Wastewater Department Gentlemen, This letter is a request for permission to allow myself, as owner of Siefker Sub. 3, Tract 4A, to install my own septic system. It will be engineered by S & S Engineering as well as inspected by them. It will be built according to their specifications. My experience with backhoe operation began in 1983 in the IBEW Electrical Apprenticeship Program. I will be renting a 580 back- hoe from Redi Electric where I regularly operated this same equipment until 1991. My experience operating backhoes included extensive trenching for conduit runs, digging light pole base holes to ten feet and backfilling same. appreciate your consideration in this matter. Sincerely, 1713 Northwestern Avenue, ~B Anchorage, Alaska 99508 (907) 276-8673 o ~o~ 3-1:8 0 N¥1d 311S B'I¥OS ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS REFERENCE: Tract 4A, Siefker Subdivision No. 3 GENERAL: 1. o o o The scope of this project includes the installation of a 1250 gallon septic tank and a leachfield trench to serve the proposed four bedroom residence on the referenced property. Construction shall be in accordance with the approved site plan and design drawings; Municipal permit with any special provisions or conditions; and all applicable State and Municipal Wastewater Disposal Regulations. The contractor shall be responsible for obtaining any necessary underground utility locates. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. On all leachfield mound systems, the property owner shall be responsible for ensuring a satisfactory vegetation growth over the mounded area. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their own systems must also receive prior approval from the Municipal Health Department. SEPTIC TANK INSTALLATION: A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. o The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. o Ail standpipes on the septic tank shall extend a minimum of 12 inches above final grade. o Septic tanks installed with less than 4 ft. of cover shall be insulated. Page Two Tract 4A, Siefker Subdivision No. 3 September 25, 1993 A foundation cleanout shall be installed one to four feet from the building foundation. In the line between the tank and the leachfield there shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not more than 10 ft. from the tank. The first cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION ~RENC~/DRAINFIELD INS~ALLATION: Excavate the proposed trench to the dimensions shown on the design. The bottom of the excavation shall be within 2 inches of level. If the sidewalls of the excavation become smeared, they must be raked or scratched (ruffed- up) before gravel (sewer rock) placement. Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing backfill. Monitor tubes shall be of four (4) inch diameter and installed approximately in the locations shown on the design. The portion of the monitoring tube extending through the gravel shall be perforated from the bottom of the trench to the invert of the distribution pipe. This is equivalent to the effective depth of the gravel as noted on the design. Backfill over the final gravel layer must not be less than twenty-four (24) inches. Insulation must be installed when the backfill depth is less than thirty-six (36) inches. The finish grade over the trench must be mounded to prevent the formation of a depression after settling. Page Three Tract 4A, $iefker Subdivision No. 3 September 25, 1993 MINIMUM MATERIAL SPECIFICATIONS: Any septic tank proposed for installation must be constructed by a Municipally approved septic tank manufacturer. o The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: _TM. De of Pipe Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (HDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. o Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI or equal). Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leachfield gravel layer and the native soil backfill. Ail leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. o When sand is being used as a filter material, it's gradation specifications must conform to current MoO.A. or D.E.C. requirements. Page Four Tract 4A, Siefker Subdivision No. 3 September 25, 1993 INSPECTIONS: Typically there will be a minimum of three (3) inspections required during the installation of the wastewater disposal system. These inspections will occur as follows: The first inspection must be conducted after the excavation of ditches, pits, trenches, or beds and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled before this inspection. o The second inspection must be conducted after the placement of the silt barrier, gravel, distribution lines, standpipes, cleanouts, and insulation, but before the placement of any other backfill. o The final inspection is to occur upon final grading of the property. Often there will be more than these 3 inspections required. Especially with the installation of multiple trenches, sand filters, pressurized distribution systems, etc. Thus, the inspecting engineer is to be contacted at least 24 hours prior to the start of construction. If necessary, a pre- construction meeting will take place on-site. I (ENGInEEr'S SEAL) Municipality of Anchorage I DEPARTMENT OF HEALTH & HUMAN SERVICES I~ 825 "L" Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST , , 7 ~ Township, Range, Section .~."~ SITE PLAN SLOPE 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16- 17 18 19 20 WAS GROUND WATER ENCOUNTERED? S ~' L IF YES, AT WHAT O DEPTH? p E Oeplh to Water After Monitoring? Reading Date Gross Net Depth to Net Time Time Water Drop : ~1o 5 5 ~'' :~5 s ~f~" ~" PERCOLATION RATE ~'/-'/ (m,nutes/,nch) PERC HOLE DIAMETER ACCORDANCE~d~'IL~I~erSq~aNI~NTjcIPAL GUIDELIN~CT ON THIS DATE, DATE: 72-008 (Rev. 4/85) ' /