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HomeMy WebLinkAboutPREUSS #1 BLK 1 LT 4 REMPreuss #1 Block i Lot 4 REM #050- 571- 06 Municipality of Anchorage 8` Development Services Department 4A GCO, Building Safety Division Onsite Water and Wastewater Program, 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 Page Of www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: OSP111246 PID Number: 050-571-06 Name: JOHN GENTILE Wastewater System: E] New E] Upgrade Address: 20133 EAGLE RIVER RD., E.R., AK ABSORPTION FIELD Phone: Number of Bedrooms: 4 ❑Deep Trench ❑ Shallow Trench p Bed ❑ Mound ❑ Other. LEGAL DESCRIPTION Soil Rating: Total Depth from original grade: GPwFt2 Ft. Block: 1 Lot4 Subdivision: PREUSS #1 Depth to pipe bottom from original grade: Gravel depth beneath pipe: Ft. FL Township: Range: Section: Fill added above original grade: Gravel Length: Ft. Ft. Well: ❑New El Upgrade Gravel width: Number of lines: Distance between lines: Ft. Ft Classifimflon (Private, A, B, 0: Total Depth: Cased to: Total absorption area: Pipe Material: Ft. FL Flz Driller: Date Drilled: Static Water Level: Installer: Data Installed: Ft. DEAN CONST. 9/23/2011 YeW: Pump Set at Casing Height Above Ground: TANK GPM Ft. Ft. SEPARATION DISTANCES ❑✓ Septic ❑ Holding ❑ S.T.E.P. ❑ Other: To Septic Absorption Lift Holding ublic/Private Manufacturer. Capacity: From Tank Field Station Tank Sewer Line ANCHORAGETANK 1250 Gal. Material: Number of Compadments: well 100'+ STEEL 2 Sudacewater 100'+ LIFT STATION Sn: Manufacturer. Lot Line 5'} Gal 'Pump on" level at: `Pump ofr level at: High water alarm at Foundation rJ'} in. in. in. Pump Make & Model Electrical Inspections performed by: Curtain Drain rjQ'+ Remarks: EXISTING SEPTIC TANK ABANDONED BENCH MARK Location and Description: PER MOA REQUIREMENTS. BOTTOM SIDING Assumed Elevation: 100 Ft. Engineers Stamp Inspections performed by: LARS SPURKLAND Dates: tat 9/23/2011 2nd Development Services Department Approval Conditional Approval Date: E. SPURKLAN .oo �� �J/�� Reviewed and approved by: ( �!f !� Date: — 1 5 �� l��tiFp""•ia�?n11�P��— f l'RO S 10 ---- ------------ - ---- S # 4 PRU O�K1 BL LOT 3 © LUT 4 EAGLE RIVER ROAD LOT 5 NOTE. THIS IS NOT A SURVEYED PLAT. WELL & SEPTIC LOCATIONS TAKEN FROM ON -SU£ WATER AND WASTE WATER 25 0 25 50 75 100 125 150 DEPARTMENT DOCUMENTATION. ALL LOCATIONS SHOWN ARE SCALE, 1' = 50 FL APPROXIMATE. 4 FEET COVER XUBLE CL£ANDUTS fLfV.=99' INSTALLED FUUNDATILIN CLEANOUT CIINNECTEB TO, 1250 GALLON SEPTIC TANK EXIST BRAINFIELD 93.7' i� i UNNECT£D TO �....., EXISTING LINE 1 BENCH MARK BOTTOM SIDING ASSUMED ELEVATION 100' SPURKLAND ENGINEERING I I PRUESS#1 Aff 1 LOT 4 I I SEPTIC SYSTEM ASBUILT 203 W 15TH. AVENUE DATE: OCT. 17, 2011 ANCH. AK. 99501 JOHN M. GENTILE SHEET. 1 1 GRID. NW56 (sos 27V -sera ZOT33 EAGLE R/V£R ROAD, EAGLE RIVER, AK 99467 PERMIT #DSP111246 PID # 050-571-06 PRUESS#4BIL4.DV6 On -Site Wastewater Disposal System Permit MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 Permit Number: OSP111246 Tax Code Number: 05057106000 Work Type: Septic Upgrade Permit Effective Dates: September 16, 2011 to September 15, 2012 9- ?— 3—// on�' //. 3m Design Engineer: SPURKLAND ENGINEERING Subdivision: PREUSS #1 Site Legal Address: PREUSS #1 BLK 1 LT 4 REM G:0056 Owner/Address: GENTILE JOHN M & CLAIRE L 20133 EAGLE RIVER RD EAGLE RIVER AK 995778746 Site Mailing Address: 20133 EAGLE RIVER RD, Eagle River Lot Size in Sq Ft: 23838 Total Bedrooms: 4 This permit is for the construction of: N Disposal Field Y Septic Tank N Holding Tank N Privy N Private Well N Water Storage 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 wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: � eiu. II t5../LI MUNICIPALITY OF Community Development Department Development Services Division On -Site Water & Wastewater Program ANCHORAGE Mayor Dan Sullivan ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I. D. 050- 5?/- 06 Phone: 907-343-7904 Fax: 907-343-7997 Property owner(s) TAn Ge, � e Day phone 616- 1881 Mailing address 20133 £A&t.6 EN&O- RA., EA&LC /2r ems, A 995b -f Site address — bAvne— Legal description (Sub'd., Block & Lot) P66:55 fhb ilk I 1oT 4 Legal description (Township, Range & Section) Lot Size Sq. Ft. Number of Bedrooms q THIS APPLICATION IS FOR: THIS APPLICATION IS AN: (0 all that apply) Initial ❑ Absorption Field ❑ Septic Tank Upgrade Holding Tank ❑ Renewal ❑ Privy ❑ Private Well ❑ Water Storage APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: I certify that the above information is correct. I further certify that this application is being made for a Single Family Dwelling and is in accordance with applicable Municipal Codes. property owner or Permit/Rush Fees:awl Date of Payment: 0, 10 1 \ Receipt Number: Permit No. O�D'P 11t a y Waiver Fees: Date of Payment: Receipt Number: Waiver No. GABuilding\On SlteTorn s\Client FormsTermit App_010411.doc (Rev. 1/11) a g g .___ Environmental Consulting and Design Oak � September 7, 2011 Municipality of Anchorage Development Services Department Building Services Division On-site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99519-6650 Subject: SEPTIC TANK PERMIT APPLICATION Pruess #1 Block 1 Lot 4 Ladies and Gentlemen: We are submitting an application to replace the septic tank for this lot. The existing septic tank is 29 years old and the home owner would like to replace it. The submittal consists of one (1) drawing showing the present improvements on the lot and the proposed improvements of the lot, of which only the septic tank is subject to this permit application. There are no wells within one hundred feet of the proposed replacement site. The installation of this septic tank will not prevent wells and septic systems from being installed on the adjacent lots. There are no developed or natural surface / sub surface drainage courses within 100 feet of the proposed septic tank location. The proposed septic tank will not change the general slope of the area. Ponding and/or concentration of surface runoff will not result from this installation. If you have any questions or are in need of additional information please contact me at 279-3916. S' cere ars p rkland, P.E. 203 West 15th Avenue Suite 202, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (907) 276-6013, SpurklandEng@gci.net -----! ---- - - - - - - - - ------ -----T ------------ ---- EAGLE RIVER ROAD NOTE: THIS IS NOT A SURVEYED PLAT. WELL & SEPTIC LOCATIONS TAKEN FROM ON-SITE WATER AND WASTE WATER 25 0 25 50 75 100 125 150 DEPARTMENT DOCUMENTATION. ALL LOCATIONS SHOWN ARE SCALE. 1' = 50 FT APPROXIMATE. DOUBLE CLEAN! 4 FEET COVER FOUNDATION CLEANOUT CONNECT TO :' 411 EXISTING LINE / ......... .......... ....... ...:..... / 0.....!...... .... ..... .... ....:..... i CONNECT TO 1250 GALLON SEPTIC TANK 0 ° SPURKLAND EXIST DRAINFIELD p�No. C -11500 .' tiAV C�40 BENCH AMRK ASSUMED ELEVATIONX1�XX ,"w;���� SPURKLAND ENGINEERING PRUESS #I BU I LOT 4 SEPTIC SYSTEM DESIGN ANCH. AT 99501 NUE K.JOHN M. GENTILE DATE.- SEPT. 7, 2011 (907) 279-5910 0133 EAGLE RIVER ROAD, EAGLE RIVER, AK 99467 SHEET. VI GRID: NW 5 PERMIT #OSPIIIXXX PID # 050-571-06 PRUESS#4BIL4,DWG S13 PHTk�afld CnognC�eTm o g :.` Environmental Consulting and Design Single Family On-site Wastewater Disposal System Construction and Material Specifications Subject Property: Pruess #1 Block 1 Lot 4 Date: September 7, 2011 General: 1. The owner shall contract with a contractor to perform the work outlined in these specifications and plans in accordance with the attached MOA permit. There is not contractual arrangement between the contractor and the Engineer. The Engineer shall be the owner's representative and will inspect the work to document the contractors activities. Final acceptance of the contractors work rests with the owner and the MOA. 2. The scope of the work includes the installation of a new 1250 gallon septic tank. The location of the drain field is shown on the attached site plan drawings. All components of the proposed septic system must be constructed a minimum of 100 feet from any surface water or water wells in the area. A minimum of 4 feet of earthen cover is required over the septic tank. If less than 4 feet of cover is available, 2 -inch thick, 40 psi, direct bury board foam shall be installed directly over the septic tank and all installed piping. 3. Construction shall be in accordance with the approved site plan and design drawings and any special provisions noted on the Municipal well and/or septic permit. All materials, components, workmanship and construction practices shall comply with the Municipality of Anchorage's latest ordinances regarding wells and septic systems, as well as MOA, Development Services Department, On-site Water and Wastewater Program (DSD) policies. 4. The contractor is responsible for obtaining all underground utility locates, layout of the proposed system, and verifying and maintaining all required separation distances to lot lines, surface water, wells, steep slopes, etc. S. The property owner shall be responsible for final grading any depressions formed from settlement of backfill material. The property owner is also responsible for vegetation of all areas disturbed by septic system installation activities. 6. Contractors installing wastewater disposal systems must be certified to do so by the MOA DSD, On-site Water Wastewater Program. Property owners installing their own systems must receive advanced approval from MOA DSD prior to system installation activities. 7. The contractor shall ensure that ALL materials being used are in compliance with the most current guidelines established by the Municipality of Anchorage. Refer to "Standards and Specifications for Component Parts and Materials Used in the Construction of On-site Wastewater Disposal Systems", Dated December 2000, as provided by MOA DSD, On-site Water and Wastewater Program. 203 West 15th Avenue Suite 202, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland@gci.net i i'`i ► v � ll::��JJ LLJI UU ll::��11 Environmental Consulting and Design o I Septic Tank Installation: 1. A new septic tank, of the size specified in the design drawings, shall be procured from a qualified manufacture/supplier. Construction shall include two 4" diameter cleanouts for pumping access. 2. The burial rating of the tank shall be adequate for the actual burial depth encountered. 3. The tank shall be level and sufficiently bedded to prevent settling of shifting of the tank. 4. All standpipes on the tank shall extend a minimum of 12inches above the final grade. S. Tanks installed with less than 4 feet of cover shall be insulated. 6. The sewer service line from the house to the tank shall have a minimum slope of 2% unless prior approval is obtained from the engineer. 7. The inlet and outlet lines from the tank shall be bedded in drain rock or the soil shall be sufficiently compacted to prevent future settlement of the soil. S. Septic tank inlets, outlets and cleanouts shall be fitted with water tight couplings. 9. Post tank cleanouts shall be installed per MOA requirements. Does not apply to pressurized lines. 10. In areas with high ground water, the septic tank shall be sufficiently anchored to resist buoyancy forces when there is not adequate soil cover to resist uplift force. The contractor shall refer to the engineer for direction regarding this matter. 11. The tank backfill shall be graded sufficiently to ensure positive drainage away from the tank. 12. All holding tank and lift stations shall have an audible and visible alarm inside the residence being served. 13. All lift stations shall be wired in compliance with all MOA guidelines and the Uniform Electrical Code. A municipal electrical permit and inspections must be obtained where required by the MOA. 14. The contractor shall verify that the septic tank/lift station is a minimum of 100 feet from any residential water well, 150' from any class 'C' well and 200 feet from any community water wells. Additional separation distances must also be maintained. 15. The contractor shall remove or abandon the existing tank in compliance with the Uniform Plumbing Code. Inspections: 1. A minimum of one inspection is required by the Municipality of Anchorage. These inspections must be conducted under the supervision of a Professional Engineer licensed to practice in the State of Alaska. 2. The septic tank may be set in place, but may not be backfilled. 3. The contractor shall provide a legible copy of all field notes relating to system layout and construction to the engineer for the use in preparing the record drawings. 4. The contractor shall coordinate all inspections with the Engineer. A minimum of 24 hours notice is required prior to the start of construction. If necessary, a preconstruction meeting will be held on-site. 203 West 15th Avenue Suite 202, Anchorage, AK 99501, Phone: (907) 279-3916 Fax: (866) 354-1597, Lspurkland@gci.net v MUNICIPALITY OF ANCHORAGE j 1 DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME \\a �.�,1, �', � PHONE EJ NEW _ C3Ca cl Mc. I 0d t)PGRADE MAILING ADDRESS � � � CS f %1.13 LEGAL DESCRIPTION yr LOCATION 9-C, NO. OF BEDR O S DISTANCE TO: W � -7 Absor iondre Dwelling („�, S PER IT 7NO. - 17 Uy .� ,_ G wZZ Manufacturer /% Mit No. of comp ents ��. Liq. �pacc.,y_i Dal Ions IF HOMEMADE: Inside length Width Liquid dep DISTANCE TO: Well _ Dwelling PERMIT NO. J t7Z = z Manufacturer Material Liquid capacity in gallons DISTANCETO: Wel �� F dation ( Neareslot li e PERMjjNO., = m ��J✓L, - �j No. of lines J Length of ct-Jmet Total le IT lines Trenchrddth r, Distance betyv�en ines F w / L L I -� a inches d2 H . Top of the to finish grade Material beneath tile - i( Total effective bsorption area tet% / _ inches - LenAth Width Depth PERMIT NO. w 0 - F- Type of crib Crib diam r Crib depth Total effective absorption area wa W Well Building foundation Nearest lot line DISTANCE TO: J Class i j r SDepth Driller Distance to lot line PERMIT NO. w DISTANCE TO: Building foundation Sewer line Septic tank Absorption area(s) OTHER t l PIPE MATERIALS �l l� {{ t7- SOIL TEST RATIN jP3 e C� INSTALLER f // REMARKS ® R PV �qOF B e (� r+� . Robert A, Sha co y° Ni do No. 1457-E �x%, �Sodd o o9®Yi®eee�y 66 APP VEWDATE LEGA •.' ry-y IOIZL //2113 (Rev. 3/78)' TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS = 4 SOIL RATING (50 FT/BR )= 125 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: Ent FET F=' -f" 1•-1= ::L 121 1 E: " :i7 -T t-1= -1- .2 0 F'=1=s V E= I E -.k 9= F::" _!_.1-.6 = EF. THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRAINFIELD. THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET). FFET CA L-1 I F -:F= C- -"F. E.7 F=" -IF 1 17-- _v n r_4 F< 1 -'R El 8:3 F=l L_ L_ PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. 11'".1= Flo 1-= r,- -r I CH n F-: E= F-0 I=- F=:1= C.- li BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN A 14ELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER LINE IS 25 FEET AND TO A COMMUNITY SEWER LINE IS 75 FEET. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. F=" a F-C'M I -IF a >-o F=" I F;?l-="_=- C -A a 1:. FE M E? F= F? =--1 , --I "=41 :Eo ,_ I CERTIFY THAT 1: 1 AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: 1 WILL INSTALL THE SYST P-1 IN ACCORDANCE WITH THE CODES. 3: 1 UNDERSTW-14, THAT THVEN-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE R4MC9.ELED INCLUDE MORE THAN 4 BEDROOMS. SIGNE - ------------------------ CN 6 F, PP ICANT DUNCAN MCLEOD ED SCOTT ISSUED V4. 0 DEPARTMENT HEALTH AND ENV IRC OMENTAL "1_41OTECT ION 825 'L -' STREET., ANCHORAGE, AK. 99501 264-4720 -rE'-IF =-. E: W F= Fe F=, FEF.."M I PERMIT NO. 821078 ) APPLICANT DIN AN MCLEOD ED SCOTT SR2 BOX 7_340 E. R. LOCATION LEGAL L4Bl PRUESS LOT SIZE 999999 SQUARE FEET TYPE OF SOIL ABSORPTION SYSTEM IS: TRENCH MAXIMUM NUMBER OF BEDROOMS = 4 SOIL RATING (50 FT/BR )= 125 THE REQUIRED SIZE OF THE SOIL ABSORPTION SYSTEM IS: Ent FET F=' -f" 1•-1= ::L 121 1 E: " :i7 -T t-1= -1- .2 0 F'=1=s V E= I E -.k 9= F::" _!_.1-.6 = EF. THE LENGTH DIMENSION IS THE LENGTH (IN FEET) OF THE TRENCH OR DRAINFIELD. THE DEPTH OF A TRENCH OR PIT IS THE DISTANCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCAVATION (IN FEET). THERE IS NO SET WIDTH FOR TRENCHES. THE GRAVEL DEPTH IS THE MINIMUM DEPTH OF GRAVEL BETWEEN THE OUTFALL PIPE AND THE BOTTOM OF THE EXCAVATION (IN FEET). FFET CA L-1 I F -:F= C- -"F. E.7 F=" -IF 1 17-- _v n r_4 F< 1 -'R El 8:3 F=l L_ L_ PERMIT APPLICANT HAS THE RESPONSIBILITY TO INFORM THIS DEPARTMENT DURING THE INSTALLATION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY AND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. 11'".1= Flo 1-= r,- -r I CH n F-: E= F-0 I=- F=:1= C.- li BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION AND APPROVAL BY THIS DEPARTMENT WILL BE SUBJECT TO PROSECUTION. MINIMUM DISTANCE BETWEEN A 14ELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR A PRIVATE WELL OR 150 TO 200 FEET FROM A PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL. MINIMUM DISTANCE FROM A PRIVATE WELL TO A PRIVATE SEWER LINE IS 25 FEET AND TO A COMMUNITY SEWER LINE IS 75 FEET. OTHER REQUIREMENTS MAY APPLY. SPECIFICATIONS AND CONSTRUCTION DIAGRAMS ARE AVAILABLE TO INSURE PROPER INSTALLATION. F=" a F-C'M I -IF a >-o F=" I F;?l-="_=- C -A a 1:. FE M E? F= F? =--1 , --I "=41 :Eo ,_ I CERTIFY THAT 1: 1 AM FAMILIAR WITH THE REQUIREMENTS FOR ON-SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2: 1 WILL INSTALL THE SYST P-1 IN ACCORDANCE WITH THE CODES. 3: 1 UNDERSTW-14, THAT THVEN-SITE SEWER SYSTEM MAY REQUIRE ENLARGEMENT IF THE RESIDENCE R4MC9.ELED INCLUDE MORE THAN 4 BEDROOMS. SIGNE - ------------------------ CN 6 F, PP ICANT DUNCAN MCLEOD ED SCOTT ISSUED V4. 0 - MUNICIPALITY OF ANCHORAGE y' DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION ENVIRONMENTAL ENGINEERING DIVISION 825 L Street - Anchorage, Alaska 99501 Telephone 264.4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT NAME IPHONE eGlr\ LoLe q14 31 y0 qrNEVV ❑UPGRADE MAI LING ADDRESS � O LEGAL DESCRIPTION L l fru e�� C LOCATION _ NO.OF BEDROOMS /, Uy DISTANCE TO: Well p Absorption area + Dwelling l D"PERMIT NO. 2 `J a2 wI Manufacturer ate " I .. No, of corr�artments . rn Liq. capacity in gallons IF HOMEMADE: Inside length Oidth Liquid depth �-' J0Z DISTANCE TO: Well Dwelling PERMIT NO. O Z Q 2 f Manu urer Material i 'd capacii -gaff _. O w= DISTANCE TO: Well bar Foundation Nearest lot lin q t PERMIT NO t �i�o(r 3 W u -Z Z Lu No. of lines L ngth of eag�I1 l�i `-i T al leng h of li s c pi, Trench width Distance bet w•`e��n line �. (.pinches N �—¢ F.. O Top of rile to finish grade I Material beneath tie Total effective adsorjUion ar a inches '3 O w Length Widt Depth PERMIT NO. QF WCL° Type of Crib diameter Crib depth effective absorption a a LU Well DISTANCE TO: Buil oundation Nearest lot line J J I ss D th Drill r Distance to lot linePERMIT NO. -79(9 /� 6, !! LU B ilding f undation DISTANCE TO: Sewe line Sep is tank Absorption areas) OTHER N PIPE MATERIALS Cs I SOIL TEST RATING f <J , I NSTALLE REMARKS V D C Sun 'e4 APPROVED C�(v P DATE LEGAL e� 72-013 (T&. 3/78) / J ° t' �TYPE OF SOIL HBSORBTION SYSTB1 IS� TRENCH MHXIMUM NUMBER OF 8EDR0OMS 4 SOIL RHTING �THE REQUIRE[) SIZE OF THE SUIL HBSORPTION SYSTEM IS� F? E07 !"il V HA ~^^`1..1- . . `~. . . 825 'LiTREET/ .'... HNCHORHGE/ RK 99�� � «J�/ � THE ' ��-A.L- "T R 4, A T:K� PERMIT N(f ' OR PIT IS THE DISTHNCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCHVHTION (IN FEET) THERE IS NO SET �RPPLICHNT 1)U1`-JCHk1 MCLEOD SR2 B>| 7]40 E[l 694 |'OCHTION MINIMUM DEPTH OF GRHVEL BETWEEN THE OUTFHLL PIPE � HND �~ � EGHL LT. 4 BLK. A. S/) LOT SIZE 25058 SQUFT �TYPE OF SOIL HBSORBTION SYSTB1 IS� TRENCH MHXIMUM NUMBER OF 8EDR0OMS 4 SOIL RHTING �THE REQUIRE[) SIZE OF THE SUIL HBSORPTION SYSTEM IS� F? E07 !"il V HA W ER: 011 CA t- - 0 F-1 11-ii"E. R- ��o-, 1� � . � THE LENGTH--IMENSIM IS THE LENGTH (IN FEET) OF THE.TRENCH OR DRHINFIELD THE DEPTH OF H TRENCH OR PIT IS THE DISTHNCE BETWEEN THE SURFACE OF THE GROUND AND THE BOTTOM OF THE EXCHVHTION (IN FEET) THERE IS NO SET WIDTH FOR TRENCHES THE GRHVEL DEPTH IS THE MINIMUM DEPTH OF GRHVEL BETWEEN THE OUTFHLL PIPE � HND THE BOTTOM OF THE EXCHVHTION (]N FEET)� ���������� �������� �FA phi 1<2 �X ��T� KA? "D! C� 11, 1r. - R�� � PERMIT APPLICANT HHS THE RESPONSI8ILITY TO INFORM THIS DEPHRTMENT DORING THE !INSTHLLHTION INSPECTIONS OF ANY WELLS ADJACENT TO THIS PROPERTY HND THE NUMBER OF RESIDENCES THAT THE WELL WILL SERVE. �1 --'.A Rr -.- - -��'�������� BHCKFILLING OF" HNY SYSTEM WITHOUT FINAL INSP�CTIOW HND RPPROVHL BY THlS DEPHRTMENT WILL BE SUBJECT TO PROSECUTION MINIMUM DISTHNCE BETWEEN H WELL HND RNY ON-SITE SEWHGE DISPOSHL SYSTEM IS 100 FEET FOR H PRIVHTE WELL/ OR 150 TO 200 FEET FROM H PUBLIC WELL DEPENDING UPON THE TYPE OF PUBLIC WELL WELL LOGS FIRE REQUIRED AND MUST BE RETURNED TO THE DEPHRTMENT WITHIN 30 �SYS OF THE WELL COMPLETION OTHER REQUIREMENT� MHY HPPLYSPECIFICHTIONS HND CONSTRUCTION DIHGRHMS HRE HVHILHBLE TO INSURE PROPER Il'STHLLHTION- Fwamm x -r- iFEE x Fw x two EEL sm �ERE Q K WIN PET K EQ., I CERTIFY THHT 1� I HM FHMlLIHR WITH THE REQUIREMENTS FOR ON~SITE SEWERS HND WELLS HS SET FORTH BY THE MUNICIPHLITY OF HNCHORHGE. 2� I WILL INSTHLL THE SYSTEM IN HCCORDHNCE WITH THE CODES ]� I UNDERSTHND THHT THE ON. -SITE SEWER SYSTEM MHV REQUIRE ENLHRGEMENT IF THE RESIDENCE IS REMODELED TO INCLUDE MORE THHN 4 BE�ROOMS' SIGNED���. H D ISSUED BY ~~ DHTE_�w.������ .... .... ..... _� V�2 BOR.ING'NUMBER TP -1 Date Completed: 5-1-79 = x =W o� SOIL DESCRIPTION W N �a ON C,_O I L DENSITY OK warER CONTENT L � � ?y BLOWS/FOOT 4� ORGANIC MATERIAL, OL ,5' NY. D. WATER TABLE SILT, ML Z—APPROX STRATA CHANGE 2' GRAVEL W/SOME SAND, GP o . p numerous cobbles O — 41 oil g qpp SANDY GRAVEL,GP P scattered cobbles P dv. O b oao b; y{ VY? o O. ap:a q. 0 y O' o Od 10 Go.o ae O ti� p 6.' oQ .P. oQQ°� - OO o 0 0 'T.D. 15 20 DWN. E.R.R. CKD. DATE. 5-1-79 SCALE. LOCATION SKETCH No Scale 701 35' est Pit 1 Lot 4 Eagle River Road NOTE: DISTANCES SHOWN ARE APPROXIMATE AND HAVE NOT BEEN MEASURED BY SURVEYING METHODS. EXPLANATION rUN ROZ N GROUND L -FROZEN GROUND WD-WHILEOR/LLING TYPICAL SOILS LOG A.8 -AFTER BORING Ss Z4 "SPLIT SPOON WITH 140LB. HAMMER Sz L41.SPL/T SPOON WITH340 LB. HAMMER Sh 25" SPLIT SPOON WITH 340 LB. HAMMER Sp 2.5" SPLIT SPOON, PUSHED A AUGER SAMPLE Ts SHELBY TURF Tm MODIFIED SHELBY TUBE Bs SULK SAMPLE SAMPLER TYPE SYMBOLS ...+.0 ORGANIC °o°e°°� GRA%FL Nz+ MATERIAL o ® CLAY ® COBBLES B BOULDERS ® SILT ® BEDROCK SAND ICE, MASSIVE SOIL SYMBOLS C� FB. Lot 4, Block 1 R&M CONSULTANTS, INC. Pruess Addition GRID. ENGINEERS GEOLOGI6T9 P1ANNER6 9URVEVORS Eagle River, Alaska 99577 PROj.NO.. 95112 SOILS LOG DVIG.No. A-01 ORGANIC MATERIAL LiitleVisibleIce 0 -IC VX TV AB`/CE DESCR/PT/ON SAMPLENUMBER '� I Ss,72,571%,85.9pcf LDRY C,_O I L DENSITY qo 5 "' warER CONTENT L � � ?y BLOWS/FOOT 4� SAMPLER TYPE NY. D. WATER TABLE Z—APPROX STRATA CHANGE BEDROCK C� FB. Lot 4, Block 1 R&M CONSULTANTS, INC. Pruess Addition GRID. ENGINEERS GEOLOGI6T9 P1ANNER6 9URVEVORS Eagle River, Alaska 99577 PROj.NO.. 95112 SOILS LOG DVIG.No. A-01 q ca H N N A i i o w 3 A A a w • Oa Y Y ti F F V < a F w w a Y a V C4 J J � D e W. a = 3 W > w O � O a o A W U) X C7 Q W m U w w w LL LL 0 0 a q ca H F i A i i o w 3 A A w w O o O F F F F F F w w w 0a C4 IX d a W. w w 3 w O v z A x a o A d y A C7 w q ca w F i A i i o � 3 A A 0 d O w w 0 A z w w w w w w w w w w w 0 0 0 0 0 0 0 0 0 0 0 w w w w w w w w w w w a a a � a a a a a w w w w w w w w w w w w w w w w w w w w O O w w C4 oa w w O O O O w w w w w w w w O o O F F F F F F w w w 0a C4 IX a W. w w w O d w z_ J Ul w w w w w w O O O O o O F F F F F F w w w w w w W w W W W w w w w w w w O d w z_ J Ul APPLI` NT FILLS OUT UPPER HA( -ONLY r Time Property Ownerl -.�-- -- � iOU� NcHV —� Phone 6A 2 tJf Mailing Address J \ �� �.� �' I tS'D, (� r` F Zip Code Date Buyer Inspector Inspector Address Field Notes: Zip code G /yv D Lending-InstitutionPhone tY f �n Cc)r- Address � (/ ! ")�: JS I �� sC0. iii/ Zip Code ( ) DISAPPROVED Realty Co. & Agent ( ) CONDITIONAL APPROVAL' Phone Address C% Zip Code BY: Legal Description (. f ,/ J �^ ! %Jc� G d l� �'� d'7 Street Local! ';b ��r�<� � /� ! ( Y1! ­C pasi Ef -�� -7 1 t.,- L14 4q ) - Type of Residence Well to Tank X Single Family ❑-Multiple Family No. of Bedrooms_ ❑ Other Water Supply .Individual ATTACH WELL LOG. A well log is required for all wells drilled since June 1975. Community For wells drilled prior to that date, give well depth (attach log if available). ❑ Public Utility 1400 Sewer Disposal / � 7 X Individual Year Individual Installed: ❑ Public Utility When Connected to Public Utility: - ❑ Holding Tank NOTE: -THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. Time Time Time Tim) A 1 -/IWtt`lr/Il ©,--r Date Date Date Date Inspector Inspector Inspector Inspector Field Notes: G /yv D ( APPROVED BEDROOMS 'CONDITIONS OF APPROVAL ( ) DISAPPROVED ( ) CONDITIONAL APPROVAL' y✓"' �117> DATE BY: Soils Rating Date Sewer I stalled Well To Absorption Area Well Log Received Well to Tank Septic Tank Size 72023 (3182) 5. LEGAL DESCR 15 ON D -TE RECEIVED INSPECTION APPOINTMENTS TIME J I TIME TIME DATE�% - �y DATE DATE / _ ❑ Two ❑ Five ❑ MULTIPLE FAMILY INSPEC( R INSPECTOR INSPECTOR MUNICiPATl t " ' ;` 'iNC 'ORAGG MUNICIPALITY OF ANCHORAGE Dr T. _ _ €; DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION = � - v; CCTION 825 L Street - Anchorage, Alaska 99501 ENVIRONMENTAL SANITATION DIVISION Telephone 264-4720 } REQUEST FOR APPROVAL OF INDIVIDUAL WATER AND SE�II� DIRECTIONS: Complete all parts on page 1. Incomplete requests will not be processed. Please allow ten (10) days for processing. 1. P PERTY OWNER U_A)04/v 1WtLe01D PHONE' T �� ����JJJIrr(J MAILING AD RESS ^ PROPERT SIDENT (If different frorh above) PHONE • r �1 ,dtJ 2. BUYER 1 PHONE MAI LING ADDRESS 1 3. LEND NG INSTITUTIONPHONE A", '�;)y - 2a � &L- VYLs.102 MAILING ADDRESS ( \ I T "(l,�C} 4. REAL R/kdr'fT PHONEr�� S ly l 666 a vn ,%LiE l� Q`, %tiJ1 MAI L}�I G ADDF,S�i Q - l 5. LEGAL DESCR 15 ON STREET LOC TI UNj �1 �/ f 6. TYPE OF RESIDENCE NUMBER OF,BEDROOMS k,,�INGLE FAMILY ❑ One ❑ Four ❑ Other ❑ Two ❑ Five ❑ MULTIPLE FAMILY ❑ Three ❑ Six 7. WATER SUPPLY % INDIVIDUAL* * ATTACH WELL LOG. A well log is required for all wells drilled ❑ COMMUNITY since June 1975. For wells drilled prior to that date, give well ❑ PUBLIC UTILITY depth (attach log if available.) 8. SEWAGE DISPOSAL SYSTEM INDIVIDUAL/ON-SITE** YEAR ON-SITE SYSTEM WAS INSTALLED. ❑ PUBLIC UTILITY NOTE: THE INSPECTION FEE MUST ACCOMPANY EACH REQUEST BEFORE PROCESSING CAN BE INITIATED. 72-010 (Rev. 6/79) U� 1 _ THIS SIDE FOR OFFICIAL USE ONLV 1. TYPE OF RESIDENCE ❑ SINGLE FAMILY ❑ MULTIPLE FAMILY NUMBER OF BEDROOMS ❑ ONE ❑ THREE ❑ FIVE ❑ OTHER ❑ TWO ❑ FOUR ❑ SIX 2. WATER SUPPLY ❑ INDIVIDUAL ❑ COMMUNITY ❑ PUBLIC UTILITY Connection Verified PERMIT NUMBER DEPTH OF WELL DATE DRILLED LOG RECEIVED 3. SEWAGE DISPOSAL SYSTEM ❑INDIVIDUAL/ON -SITE ❑PUBLIC UTILITY Connection Verified PERMIT NUMBER DATEINSTALLED c INSTALLER ❑Septic Tank or ❑ Holding Tank Size: I a S� If Tank is homemade give dimensions: SOILS RATING TYPE OF TANK MANUFACTURER TOTAL ABSORPTION AREA MATERIAL 4. DISTANCES WELL T0: Septic/Holding Tank Absorption Area Sewer Line Nearest Lot Line Absorption. Area to nearest Lot Line 5. COMMENTS APPROVEDFOR BEDROOMS ❑ CONDITIONAL APPROVAL (letter must accompany certificate) ❑ DISAPPROVED DATE / BY D 72-010 (Rev. 6/79) October 10, 1919 uncan Mc Leel a Audrey Mason Toton realty Post ©Bice Box 911 Eagle river, .Alaska. 99577 Subject: Lot 4 Block 1 Preuss Subdivision ;;l Approval for your individual seer and water facilities can not De granted until the follo-wing items ars: completed: (1) The water analysis report be delivered to this office fro, -.I Chem Lab,. 5 33 Street, for our review. (2) The well log be delivered to this office for our files. if there are any further questions, please contact this office at 264-4720. Sincerely, Robert C. Pratt, R.S. Associate Specialist Rep/l j w cc, Alaska 14utual Savings Bank Post Office Do,Y 8x9093 99 509