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MARVIN LT 1
Marvin Lot 1 #051-312-40 Municipality of Anchorage Development Services Department i Building Safety DMslon OnSrte Water and Wastewater Program, 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 Page of waw cl anchorage akus (907) 343.7904 ON-SITE WASTEWATER DISPOSAL SYSTEM ANDIOR WELL INSPECTION REPORT Permit Number. SW1o0019 PID Number. 051-31240 R... FANNIE MAE Wastewater System: [:]New ® Upgrade Addma, PO BOX 650043 DALLAS, TX 75265 ABSORPTION FIELD Plan W d eedrarr..4 Q Deep Trr.b Id Sleebw TI«r4 0 eed Cl Mound O Diner. LEGAL DESCRIPTION "Ran * 0.8 Tshd DWh horn anginal ands: 8.0 opo,"2 Fl, eba La 1 6i ..n: Db Pp mtlem hon odparl Ptle- Depth e« r.m Grans! dwh Pp: 6 FI. 2 Ft Township: Range: 6• : Fa tldetl h a ig P.d•: Grand Length: 02 Fl, 40+65 R. Well: [I New El Upgrade oranalwldlh. 2a 5 fl. o3e.n.r.re Fl QmOfi am lPrnaia,A e. Ci Toni Depth: coined W. Talal.horgon am P"edabr.l. EXISTING Fl. Fl 750 Pir ASTM 3034rABSrF810 Dreier Dw Dreed. $We: wear Lar loa4iMer. Daleb.ebd. fl TWEED EXCAVATING 4/1/2010 rraPu 5.lr Ca"HeightA4eraGmund. TANK or►a Fl. FI SEPARATION DISTANCES 0 Septic ❑ Holding ❑ S TZ P. ❑ Other. To Septic Absorption LIR Holding lublicrPrnnate •' r• Flom Tank Field Station Tank S,,,,, Let, PREMIER PLASTICS 1wo Gm, Wars! Numhar d Corrpertnre.. well 100'+ 100'+ 29+ HDPE 2 sudaeew" too'+ 100'+ LIFT STATION IU. WM W Lara 5'+ 10' NrA Gr 'Pu .'Ywl.l. 'P r Wkniir. Hghn.lrebnn.l. FwnchMW V+ 10'+ it. in in. Pu %AaLea M•dN Elechealiniip n.Wdrby n+d . an.rD.n NONE KNOWN Rrrsrb: EXISTING TANK PUMPED, CRUSHED, AND ABANDONED. BENCH MARK halm and Deacnpun. NEW MONITORING TUBE INSTALLED 3.6' INTO 6' TOP OF FRONT DOOR SILL e elan. EFFECTIVE IN EXISTING TRENCH. 100 in. E s Stamp Inspections performed by: Dates: 1" 3/31/2010 ��� '4 2nd 3131/2019 � Development Services Department Approval Conditional Approval Date: t7" M► 1tpClads j f Reviewed and approved by: Date: - / ' / 0 o '••...� e (Ren W ) 4 0 _ye. PERMIT N0. SW100019 PAGE 2 OF 3 Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT - BUILDING SAFETY DIVISION ON-SITE WATER AND WASTEWATER PROGRAM, 4700 BRAGAW STREET P.D. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone, (907) 343-7904 • www.ci.anchorage.ek.us ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 1; MARVIN S/D P.I.D. No. 051-312-40 PERMrc No. SW100019 PAGE 2 OF 3 Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT - BUILDING SAFETY DIVISION ON-SITE WATER AND WASTEWATER PROGRAM, 4700 BRAGAW STREET P.O. Box 196650 • Anchorage, Alaska 99519-6650 9 Telephone, (907) 343-7904 • www.ci.anchorage.ok.us ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 1; MARVIN S/D P.I.D. NO. 051-312-40 T 15N; R2W; SEC. 25; LOT 141 r 1 EXISTING 4 BEDROOM HOUSE AL FC6 NEW 1300 CAL TMT HDPE SEPTIC TANK 1�� STI` EXISTING DRAINFIELD RETAINED FOR FUTURE USE. LOT 2; MARVIN S/D 100' WELL RADIUS 3MT3 C4 C - 40' ENGINEER STAMP amm W41 NEW r-- 1 AT2 CO SHALLOW V1 j TRENCHES Ld �C04 J MT4•. F- TH1 0 J �THT m 3MT3 C4 C - 40' ENGINEER STAMP amm W41 PERMIT No. SW 100019 PACE 3 OF 3 Municipality of Anchorage DEVELOPMENT SERVICES DEPARTMENT - BUILDING SAFETY DIVISION ON-SITE WATER AND WASTEWATER PROGRAM, 4700 BRAGAW STREET P.O. Box 196650 • Anchorage, Alaska 99519-6650 • Telephone, (907) 343-7904 • www.cl.anchorage.ak.us ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 1; MARVIN S/D P.I.D. N0. 051-312-40 STI ST2-FINAL GRADE = 98.2' NEW 1300 GALLON POLYETHYLENE SEPTIC TANK LET = 93.0' INSULATION TOP OF TANK = 94.2' OUTLET = 92.8' Col CO3 m`171= 98.7' CO2 MT2= 98.8' MT3= 97.9' C04 ((�� ((�� (j �C01= 98.7' n n I I I I R-' - CO2= 98.8' I I I I AL JLSR COI= 92.4' CO2= 92.4' MTI= 90.4'-'MT2= 90.4' MT3= 90.4' WATER FOUND ® 86.2' 83.4' B.O.H. pu 1= 99.0' IC03= 97.9' C04= 99.0' ORIGINAL GRADE = 98.4 CO3= 92.5' C04= 92.5' MT4= 90.5'x. T. S. �. 14974 A B C FCO 2.,V 30,5' --- ST1 58.5' 5' 85.2' ST2 62.1' 41.4' 87.5' TMT 56.1' 36.3' 83.2' DBL1 65.0' 43.5' 89.0' DBL2 66.0'144.5' 90.0' DV 52.3' 96.0' FS 52.3' 96.0' C01 2' .7' MT1 P75.2' 3 3' 81 7CO2 52.8' 70.7'MT2 51.5' 69.7' CO3 6' 127.3' MT3 103.5 84.0' 1-28,V C04 --- 63.0' 86.6' MT4 --- 64 9' 88,7' NMT 7 54.5' 98.7 $ 1= 99.0' IC03= 97.9' C04= 99.0' ORIGINAL GRADE = 98.4 CO3= 92.5' C04= 92.5' MT4= 90.5'x. T. S. �. 14974 Municipality of Anchorage Development Services Department Building Safety DMslon tk yt On -Site Water and Wastewater Program 4700 South Btagaw St. / P.O. Box 196050 Anchorage, AK 99519 6650 ( lyr} • �- ww907)3 3-790 cigronsilo (907) 313-7904 `� (� i � 1�a �* r Soils Loci - Percolation Test F ••_••�� Performed For: 70eed GJ[tr 7)&Z�V� ///a -e Daln Per formed: Legal Description: [)'f i/�%�� Township, Range, Section: Slope Site Plan Or VC (feet)— I, 1- -� 2- 0' I 0 5- WASGROUNDWATER M//1 B- V11 f`1 ii ENCOUNTERED? �I/y 5 — — — — to- /r, IFYES.ATVtlIUTDEPTIII L — r Depth to Water After P Monitoring? E — -- — 12- � F OateV 13- 1A Reading Oahe Gross Tlmo Net Thna Depth to Water Net Orap 15- S.0. fi 16• 17- 18- 20.1 RCOUTION RATE (nrmbWiN) FERC ME DIAMETER /t COf,1tAENTS TEST R��11NN VC1ASEf FT AND FT F/P PERFORMED BY: I CER t IFY It IAT T MIS TEST WAS PERFORMED IN ACCORDANCE MITI ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water 6 Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Mar 19, 2010 Expiration Date: Mar 19, 2011 Permit Number: SW100019 Parcel ID: 051-312.40 Legal Description: MARVIN LT 1 Design Engineer: 0003 S & S ENGINEERING Site Address: 015238 HUSKY ST Owner Name: FANNIE MAE Lot Size: 49393 SQ. Fr. Owner Address: PO BOX 650043 Total Bedrooms: 4 Permit Bedrooms: 4 DALLAS , TX 75265-0000 This permit is for the construction of: Q Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received BDate: Issued By: _L,S��� b 4/ A �JOv f Date: 3 / 1 —/ p Municipality of Anchorage -rl Development Services Department _Building Safety Division On -Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99507 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 051-312-40 Property owner(S) FANNIEMAE, AKA FEDERAL NATIONAL MORTGAGE ASSOCIATION Day phone Mailing address PO BOX 650043, DALLAS TX. Zip Code 75265 Site address 15238 HUSKY ST., CHUGIAK AK. Zip Code 99567 Legal description (Sub'd., Block & Lot) MARVIN SID, LOT 1 Legal description (Township, Range & Section) Lot Size L.` q § 3 q 3 Sq. Ft. Number of Bedrooms 4 I OF 3 e• _ey s � e ZD THIS APPLICATION IS FOR (® all that apply): THIS APPLICATION IS AN: Absorption Field El Initial ❑ Septic Tank El Upgrade 0 Holding Tank ❑ Renewal ❑ Privy ❑ Private Well ❑ Water Storage❑ I certify that the bo information is correct. I further certify that this application is being made for a Single Family ling and is in accordance with applicable Municipal Codes. (Signature jVppe<owner or authorized agent) Permit/Rush Fees: )'bo Waiver Fees: _ Date of Payment: 17-1 Receipt Date of Payment Receipt Number. 0 Lf 5-%S-` J Receipt Number: (Rev. 11105) S& ,(ALTNALITNOFM AMOVM9 SEWER 6 WATER M NEXTEtSKMiS SEWERS WATER MSPECTION ENONEEFINGSTLOES ANOREPORTS WELLWSPECRON t FLOWTEST S.TE PLANS SOILTEST PERCOLATION TEST STRJCTLIR&A SECwWICN. MSPECTIONS ONSITE WASTEWATER 0SPOSALSVSTEM O'S GN ROBERT C. COWAN. CIVIL ENGINEERING PH: 907.694-2979 FAX: 907694.1211 March 7, 2010 MUNICIPALITY OF ANCI IORAGE Development Services Department P.O. Box 196650 Anchorage, AK 99519 REFERENCE: Lot], Marvin SID It is requested that you issue a permit to install a new shallow trench and 1300 gallon IIDPF, septic tank septic system to serve the existing four bedroom house on the referenced property. A flow diverter valve will be installed to allow the existing trench to be used at a later date. A new monitoring tube will also be installed in the existing trench to replace the six inch sump. A test hole was excavated and a percolation test performed by Pannone Engineering Services. The approximate location of the test hole is located on the attached site plan. At the time of excavation (7/12/2004) water was not found to 13 feet. After seven days of monitoring, ground water was found at 12.2 feet. We do not anticipate any adverse effects on neighboring wells, septic systems, reserve areas or drainage patterns by the installation of the proposed septic system. The construction of this system will not prevent any future development on any of the adjacent properties. If you require additional information, please contact us. Sincerely, i /Robes Shafer, P.E. 15861 S. Birchwood Loop Road - Chugiak, Alaska 99567 rn lJ1 SITE -PLAN DESIGN uy 1" = 50' 0 O Z Z y z co Ln A V O •J• v 2 wia TIO O tOza. D� m Cr Amo✓ TI m 0m Or `3 � • m ov-nr,Zn�c"= m m� �IS•i2 _ 0 O w 1-3 D(1Z Zp�O Z .e>$ O N c Otis DOZ •! ON-. w00 (lrm F N" �� Cm0 �• Zit �J PI r < m r rnv9 O ::E awn "1 IX z p �1 !V C CZ o o Nnn ^vo 1: 1:1 1X p m x X C v N O 1:1 COy p O 00 VI rri mo z N O J CI ; C7 00 U 4 N � _ N s� i rn lJ1 s i I.Iv z I:I uy m 0 0009. >o0u0i y z o m 1m, o � • DOy� �IS•i2 _ 0 O w D(1Z Zp�O Onr SAF c c Otis DOZ •! ON-. w00 (lrm F � X �� Cm0 �• Zit OOr� PI r y > m0 OO�c IX z p �1 !V �y[ Z s c- o o Nnn ^vo 1: 1:1 1X p m x X C v N O 1:1 COy p O 00 VI mo z J CI ; C7 00 U 4 N � _ rn lJ1 s i I.Iv z I:I uy m 0009. >o0u0i y z X 1m, o SAF c •! Nn X02•' NT O �• �! ZF IX O A!: o arJ nFn" C7j Hwz N O M COy --------------------- [ ----------- -------- __.-Fs.--------- a F R.O.W. & UTIL ESMT 20' BLM R.O.W. & UTIL ESMT�X - 41 HUSKY ST. J 20' BLM R.O.W. & UTIL ESMT ________________________ {IVV - �p 0)0 P� 00 0 i= C7 \y0 00 II II o II 7 J OLn O O O O CA a ONO TI O •--I s� :L7 Q v W 1 v 1 N O O 1" = 60' DESIGN 20' BLM R.O.W. h UTIL ESMT SITE -PLAN & UTIL SI< r_____________________________________________________________ r to y ____________________i _. t cm 1 00 Ln A -4 i^m aY Ul O O O Yom, =`cN N r> ' O o O~ "vLn I O O +7 Z m � yes C) � •tl ~, T�T•�� �fr.�^^ lv V' M -nPg v 0:- lv f<'1 d /\ l 1 1 1 1 N 1 a I l- I 1 1 T y� 1 ' r I F C7 I ' n A n I a: . ...a • pgR Wz o„ -�c A C3� a.Z oo > ovazi .• • ... r a,nn L ICiI �I I, I ISI C O ]�•� I � �I•• 00 n l V I N 1,1 G ' T^ i N c I;I ''' ? ' F% V 1 fig: kl . " S vi1!+ n� • ••1 �I 1 -Nim i9H•.X E �Ne nxn C � o o 1 a� z , (� Nio ------------------------ r _ N CE 20' BLM R.O.W. k UTIL ESMT 20' BLM R.O.W. h UTIL ESMT IX HUSKY ST. 2, Ix 20' BLM R.O.W. h UTIL ESMT 20' BLM R.O.W. & UTIL SI< r_____________________________________________________________ r to y ____________________i _. t cm 1 aY Ul N o N ' o x I ooy' c 1 � r LA 0 n L4 IAM t(E OF 4t SOILS LOO - PERCOLATION TEST ` �LPr P�.. PANNONE ENGINEERING SERVICES ;, ��rl P.O. BOX 102954 ANCHORAGE, AK 99510 r • (907) 272-8218 StevenkPannaro •ri NoC�CE 5149 PERFORMED FOR: Mr.Trevor Martin #44 `�+�r""""'� ..• DATE PERFORMED:?/19/04 a t[a\e..N��' LEGAL DESCRII"ITON: Lot 1)�tarvin SID TEST HOLE 1 SLOPE [tRPun [[rw[Daa OR Ortses 1 ML Dram SOU 9 a 4 3— OM Poorly traded Silty GRAVEL 6 "me sands 7 a 9 10 11 OM/SP Poorly traded GRAVEL 17 wme sands 1] 14 DOII WAS GROUND WATER SLOPE 18 16 17 18 19 90 PEROIATTON RATE 14 (min/Inch) PERC )TOLE DIAMETER 6 inehes TEST RUN D(ETWEEN 7 FT AND a FT COMMENTS: Test hole excavated by Beek's Excavating. Test }tole was presoaked before Txrc test. PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY THATTHIS TEST WAS PERFORMED LN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. nlai a. e a ome w ra [DSTG � OR "OUSE F N TEST HO rRr r" r� r r� ENCOUNTERED? No TEST HOLE IF YES. AT Wf1AT DEPTH? RCADIIIO DATE GROSS Mtt TMC D[PnI OF MAT!A MET DROP F11 -0e 1]0 -� r too w r � too r r» z 1rm [w 230r seo » aDr [w -0- �1EPT11 TO WATER AFTER MONITORING? -19.9 DATE: 10-IaQ004 RCADIIIO DATE GROSS Mtt TMC D[PnI OF MAT!A MET DROP F11 -0e 1]0 -� r too w r � too r r» z 1rm [w 230r seo » aDr [w S& ROBERT C. COWAN . CIVIL ENGINEERING PH: 907.694.2979 FAX: 907694-1211 ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES 1CWH, HNGOW APMCNus and MATERIAL SPECIFICATIONS SE'NER 5 WATER MAN EXTEN5g1S REFERENCE: Lot l; Block 1; Marvin S/D March 7, 2010 SEWERSWATER GENERAL: P6PECTION 1. The scope of this project includes the installation of a new 1300 gallon 11DPE septic tank and two shallow septic trenches to serve the existing four bedroom ETKs'NEERw051LOES residence located on the referenced property. A flow diverter valve will be MIDREPORTS installed to allow the existing trench to be used at a later date. A new monitoring tube will also be installed in the existing trench to replace the six inch sump. NELLMSPECRON SFLOWTEST 2. 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. &TEPL44 3. The contractor shall be responsible for obtaining any necessary underground utility locates. raQ DE&GN 4. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. SOn TEST 5. Contractors installing wastewater disposal systems must be certified by the Municipal Development Services Department or ADEC if required, for system installations. Owners installing their own systems must also receive PMOL Tom,, prior approval from the respective agency. TEST SEPTIC TANK INSTALLATION: STR, %AAL& 1. A septic tank is to be constructed by a certified septic tank manufacturer. ONS Construction shall include two 4" cleanouts for pumping access. All 1lDPE ONSTE WASTEWATER XPOM SYSTEM OESGN 15861 S. Birchwood Loop Road - Chugiak, Alaska 99567 Page 2 Lot 1; Block 1; Marvin SID March 7, 2010 septic tanks are required to have a 4" monitoring pipe installed next to the tank extending to the bottom of the tank. 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. 3. All standpipes on the septic tank shall extend a minimum of 12 inches above final grade. 4. Septic tanks installed with less than 4 ft. of cover shall be insulated. All IIDPE septic tanks are required to be covered with a minimum of 2" direct burial insulation, and a maximum of 4 feet of cover. 5. 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. 6. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCIUDRAINFIELD INSTALLATION: 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. 2. 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. 3. 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. 4. Monitor tubes shall be of four (4) inch diameter, installed approximately in the locations shown on the design, and extend a minimum of 12 inches above final grade. 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. Page 3 Lot 1; Block 1; Marvin S!D March T, 2010 5. 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 alter settling. Page 4 Lot 1; Block 1; Marvin SID March 7, 2010 NIININIUM MATERIAL SPECIFICATIONS: Any septic tank proposed for installation must be constructed by a Municipal approved septic tank manufacturer. 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Type of Pipe Perforated Solid Cast Iron Yes Yes ASTM D3034 (PVC) Yes Yes ASTM F810 (IIDPE) Yes No ASTM D2662 (ABS) Yes Yes Use of a type of pipe other than listed above must be approved by the inspecting engineer. 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam III or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Femco, or equal). 5. 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. 6. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the 11200 sieve. 7. When sand is being used as a filter material, its gradation specifications must conform to current M.O.A. or D.E.C. requirements, which ever requirement applies. Page 5 Lot 1; Block 1; Marvin SID March 7, 2010 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. 2. 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. 3. 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. The inspecting engineer will not coordinate, direct or control in any way the contractors activities. The owner shall contract with the contractor to perform the work outlined in these specifications and plans and in accordance with the attached M.O.A. permit. There will be no contractual arrangement existing between the contractor and S R S Engineering. S R S Engineering shall be the owner's representative and will inspect the work as stated above to document the contractors activities. Final acceptance of the contractors work rests with the owner and the M.O.A. S R S Engineering shall have no liability to the owner or to others for acts or omissions of the contractor or any other persons performing work on this project or the failure of the contractor to carry out the work in accordance with these construction documents. S R S Engineering's inspecting engineer will not be responsible for the construction means, methods, techniques, sequence, procedures or the safety precautions incident to this project. CONTRACTOR/INSTALLER 0 ,ilia r -W-0 1agor Mark Begich Municipality of Anchorage PO. Dxx VX;G50 i Awhor ge. AlasL•1 tl!Lil9•(i(Lil) t Telephone (007 (143.9101 t Ru ((M17)14:44W) 4700 Brgaa• Slrccl t.tnchoragc..tlaska R9507 21 February 07 Tervor Martin 15238 Husky Drive Eagle River, AK 99577 p�,�r.nnnli.nrv,( Building Safety Division Subject: Expired On -Site Water and/or Wastewater Permit Permit Number: SW060038 Legal Description: Marvin Lot 1 Dear Mr. Martin: An On -Site Water/Wastewater Permit, number SW060038 issued by this office for a single-family system, will expire on 20 March 07. Permits are valid for 365 calendar days from date of issue. If this was a well permit and the well has been drilled, a well log must be sent to this office for documentation of the installation and to close the permit. If this permit was for a wastewater disposal system, an original as -built inspection report must be sent to this office for review, approval and documentation. This as -built inspection report must be signed by the licensed Professional Engineer who inspected the installation of the system. As -built inspection reports are required to be submitted within 30 days of the completion of the system. If no system was installed under this permit, and you are still planning to install a well or wastewater disposal system, a new permit must be obtained from this office. A one-time renewal fee for a second year may be issued for a $115.00 if the renewal application is received on or before the expiration date of the original permit. When applying for a new permit, the fees are $460.00 for a wastewater permit and $175.00 for a well permit. If you have any questions, please call this office at 343-7904. Sincerely, XDan�J. Roth , Program Manager On -Site Water and Wastewater Program Enc: Copy of permit C01717711111ity, Security, Prosperity MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water B Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Mar 20, 2006 Expiration Date: Mar 20, 2007 Permit Number. SWO60038 Parcel ID: 051-312-40 Legal Description: MARVIN LT 1 Design Engineer: 0062 PANNONE ENGINEERING SERVI( Site Address: 015238 HUSKY ST Owner Name: TREVOR MARTIN Lot Size: 49393 SQ. FT. Owner Address: 15238 HUSKY DRIVE Total Bedrooms: 4 Permit Bedrooms: 4 EAGLE RIVER. AK 99577-9246 This permit is for the construction of: Q Disposal Field [?] Septic Tank ❑ Holding Tank ❑ Privy ❑ Private Well ❑ 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 engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 24 hours). ( Not required for a Water Supply Permit only). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Z"t&o Date: Issued By Date: Date: \ Municipality of Anchorage • Development Services Department Building Safety Division _ On -Site Water and Wastewater Program ; r 4700 Bragaw Street P.O. Box 196650 Anchorage, Alaska 99519-6650 www.muni.org/onsite (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 051.312.40 Property owner(s) Trevor Martin Day phone 727.7969 Mailing address19727 Cicutta Way, Eagle River Zip Code 99577 Site address 15236 Huskey Way Zip Code 99577 Legal description (Sub'd., Block & Lot) _.to"+kmikeeSitnt Mh2\i I �j LA Legal description (Township, Range & Section) Lot Size 4 L}q �'ZP13 Sq. Ft. Number of Bedrooms 4 THIS APPLICATION IS FOR (® all that apply): THIS APPLICATION IS AN: Absorption Field ® Initial ❑ Septic Tank ® Upgrade Holding Tank ❑ Renewal ❑ Privy ❑ Private Well ❑ Water Storage ❑ 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. Pannone Engineering Services, LLC (Signature of property owner or authorized agent) Permit/RUShFees: Utpo -61) Waiver Fees: Date of Payment: r� H114Date of Payment: Receipt Number: 16) Receipt Number: (Rev. 11/05) Pannone Engineering Services, LLC Consulting Engineers (9071272-8218 October 20, 2004 Municipality of Anchorage Development Services Department On -Site Water & Wastewater Program 4700 S. Bragaw Street P. O. Box 196650 Anchorage, Alaska 99519 Subject: Lot 1 Marvin S/D Septic System Replacement Permit Request Ladies and Gentlemen: P.O. Box 102954 ge, Alaska, 99510 )071272-8218 Fax I am writing to request a permit to construct an upgraded septic system be issued for this property. The proposed systems will serve an existing four-bedroom house. The lot is developed at this time. The lot is 49,404.5 square feet (1.13 acres) in size. There is an existing septic system serving this lot. 1. Soils. See the attached soils log. Ground water was monitored through the seasonal high period of 2004. There was monitored at a depth of 12.2 feet on October 18th. Bedrock was not encountered in the test hole. It is my opinion that the overall soils appearance of the soils, an application rate of 0.8 gallons/day/square feet should be used. 2. Trench Design. a. Percolation Rate: b. Application Rate: c. Number of Bedrooms: d. Design Flow: e. Min. Absorption Area: L Total depth: g. Effective Depth: h. Width: i. Reduction Factor: j. Minimum Length: k. Design Length: 1. Effective Absorption Area: m. Septic Tank Size: Cont'd on page 2 C:\Work\Letters\1 Marvin.001.doc 10-15 Min Per Inch 0.80 gpdpsf (188 sf/br) 4 600 gallons per day 752 sf 6 feet 4 feet 5 feet 0.50 80 feet 80 feet 440 sf 1,250 gallon Page 2 3. Surface Water: There are no surface waters within 200 feet of the proposed septic system. 4. Topography: The average topography in the area of the proposed septic system is flat. The lot has an average topography of 1 to 2 percent. The proposed installation will not affect the future development of the surrounding or existing lots. If you have any questions or concerns, please contact me at 227-3522 or 272-8218. Sincerely, Steven R. Pannone, P.E. Civil Engineer Attachments: C:\WORK\LETTERS\1 MARVIN.001.DOC PERMIT NO: SW04 DESIGN DRAWING WASTEWATER DISPOSAL SYSTEM Lot 1 Marvin SID 11 CAUTIONI / NUMEROUS BURIED / UTILITIES IN AREA. / CALL FOR LO&ATES / BEFORE DIGG)NGI / NO WELLS OR SEPTICS \ j WAN 100 FEET. \ ) I I 1 1 EXIsro 1 4 BR HOUSE \ CONNECT TO EXISTG \ FDN CLEAN-OUT —\ Liu v g 4sm SEPTIC TANK S i 2 ABANDON IN PLACE NOTES: I I 1) All work shag be performed In accordance with AMC15.65. In AMC15.65, Wastewater Disposal. 3) Conned post lank line to mid- point o1 drain geld, typical. 4) Maintain 10'separo6on to all lot lines and proposed water goes. 5) Lots served by a private well. No wells within 0 100' of proposed system. R Pannone CE 8149 G WELL / 2) Materials used shall be in accordance with those specified P.I.D. N0: 051.312.40 N NST ) 1 ,%fir ALLFLO�/ EXISTG DRAINFIELLI, 52. 49.9 SPLITTER I IN FAILURE. TO BEV � REUSED \ I PROPOSED 125081 \ 1 SSSSS� PTIC TANK I Mr. Trevor Martin 15236 Huskey Street Eagle River, AK 99577 727-7969 opnc t; Y rn 2 Of MPI E: 188 M Sr x 75 LF, -0.50 TANK PANNONE ENG. SVC, LLC P. O. BOX 102954 ANCHORAGE, ALASKA 99510 227-3522 P. 272-8218 Fax w O w J LL 1„FS zuWi3 O EXISTG \ I WELL 1 I 1 I I EXISTG SEPTIC 1 I AREA I 21 I I / DESIG / PERC TE:1 / APPLI TION / 0.80 G D/SF / 4 BR HbUSE / REO'D AREA 1 -----__---- /—5'W1D9x4'EI T RED'N FACT01 375 SF TOT�V DESIGN Mr. Trevor Martin 15236 Huskey Street Eagle River, AK 99577 727-7969 opnc t; Y rn 2 Of MPI E: 188 M Sr x 75 LF, -0.50 TANK PANNONE ENG. SVC, LLC P. O. BOX 102954 ANCHORAGE, ALASKA 99510 227-3522 P. 272-8218 Fax w O w J LL 1„FS zuWi3 O EXISTG \ I WELL 1 I 1 I I EXISTG SEPTIC 1 I AREA I 21 I I / DESIG / PERC TE:1 / APPLI TION / 0.80 G D/SF / 4 BR HbUSE / REO'D AREA 1 -----__---- /—5'W1D9x4'EI T RED'N FACT01 375 SF TOT�V DESIGN PERMIT NO: SWO4 DESIGN DRAWING DETAILS P.I.D. NO: 051-012.40 WASTEWATER ABSORPTION SYSTEM Lot 1 Marvin S/D NOTES: 1) ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH, AND ALL MATERIALS SHALL CONFORM TO. AMC15.65. lno NV3To � 39n12JO1INOW Q C a N � Nw N SO s oa U vd w �� Z Wo p o0 3W 4 Z F— vt a ` � FQ O C7 J Y r� w K 4 Ky < \ : W Z Cyyn LIJ � N z o a LL a0 FL d 39n1 a011NOW O q Z 1nO NV310 ILL 0000000N 0000000 CLF i 000000 O W 00000000 i 00000000 U 00000000 W Q 00000000 3 �O_')? e �z _ J Z 0 Q LL W O m F• O lV ' 1nONV3-10 1nONV3l0 OF ......., .fff1 G)�.• ••, •• • ♦1♦ ��noNrr��13 NOIlVONf10d 49 TM `v ♦♦ �.....:. ti..... 0 0 0 ':,""' .• nn ♦.StevenI ";ae PREPARED FOR: Mr. Trevor Martin Pannone Eng. Svc., LLC ♦ . P. O. BOX 102954 ♦ CE 8149 `••.c��7 ♦jf♦ . 15238 Huske Street y Eagle River, AK 99577 ANCHORAGE, ALASKA 99510 .... � 727.7969 272-8218 , PHONE & FAX , �� DATE: 10-16-04 DESIGN NOT TO SCALE OF SOILS LOO - PERCOLATION TEST •••�P�"""" ♦♦♦♦ PANNONE ENGINEERING SERVICES .0;• P.O. BOX 102954 %.,..r,..., 49 R! ♦♦ ANCHORAGE, AK 99510 0 Z 0 (907)272-8218 Steven R.Pannone i •♦1� No. CE 8149 '::Z PERFORMED FOR: Mr.Trevor Martin DATE PERFORMED: 7/12/04 0�' I•• LEGAL DESCRIPTION: Lot 1 Marvin S/D ,,,��,���'• TEST HOLE I SLOPE SITE PLV! BEFORE 0100 01 OR Organics CA nONI 1 FIBI ROPTIC ML Brown Silts UNI SI 2- 3- 4— 34 EXISrD 4 BR HOUSE 5 GM Poorly gmdcd Silty GRAVEL TEST HO (yN 6 some sands TN, vYi ,% 7 rt% r _ 11 rt 8- 910 9- 10 11 GM/SP Poorly graded GRAVEL 12 some sands 13 ©Olt WAS GROUND WATER SLOPE 14 ENCOUNTERED? No TEST HOLE is IF YES, AT WHAT DEPTH? -0- 16 17 DEPTH TO WATER AFTER MONITORING? -12.2 IS DATE: 10-I8-2004 19 READING DATE GROSS NET DEPTH OF NET TIME TIME WATER DROP 20 7-12-04 7:30 B' 2:00 30 7 1• 2:00 — e• 2'30 b 37I8• 21V2:30 B' PEROLATION RATE 14 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN BETWEEN 7 FT AND 8 FT COMMENTS: Test hole excavated by Beek's Excavating. Test Hole was presoaked before pert test. PERFORMED BY: Steven R. Pannone P.E. I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDLINES IN EFFECT ON THE DATE OF THIS TEST. 700 >4 ] 7R' 2 ,/9• GREA, &:R ANCHORAGE AREA BORL,GH : a Department of Environmental Qi- ' �y 3330 C Street I Anchorage, Alaska 99503 !1 INSPECTION REPORT ON-SITE SEWAGE DISPOSAL SYSTEM NAME I�l}}RVJV /'JA/%f6� LOCATIONJ0,YMcs IV41 d MAILING ADDRESS y%"zj'��� LEGAL DESCRIPTION_ rL PHONE�t /S YCC SEPTIC TANK: DISTANCE / Z7� ` _ NUMBER OF FROM WELL /dU MANUFACTURER ` o MATERIAL S �` / COMPARTMENTS INSIDE LENGTH INSIDE WIDTH LIQUID DEPTH LIQUID CAPACITY / a*r-V GALLONS. SEEPAGE PIT: NUMBER OF PITS DIAMETER OR WIDTH 3, LENGTH OrCl DEPTH LINING MATERIAL�� �/ CRIB SIZE: DIAMETER —DEPTH P DISTANCE FROM: WELL TOTAL EFFECTIVE BUILDING FOUNDATIONS f NEAREST LOT LINE ABSORPTION AREA (WALL AREA) SQ. FT. ADDITIONAL ABSORPTION Pi7mil 0a TYPE P!!� C CONSTRUCTION t r DEPTH "'1 DISTANCE FROM: BUILFDING NEAREST ��i6 NEAREST SEPTIC SEEPAGE DATION � , LOT INE SEWER TANK��� SYSTEM FOUNDATION CESSPOOL OTHER SOURCES APPROVED ~ DISAPPROVED DISTANCES INSTALLED BY:{� PIPE MATERIAL: J ? a� LOT SLOPE: REMARKS: -. REMARKS DIAGRAM OF SYSTEM ,EC,,r w 1 �f JK75 tel<�'a r�S, DATE / s f•'7 < K7 APPROVED�� a GREE, =R ANCHORAGE AREA BOF JGH I,�\L DEPARTMENT OF ENVIRONMENTAL QUALITY PERMIT NO. r'�C • + 3330 "C" STREET ANCHORAGE, ALASKP'199503 f)L> Q-- V OF TELEPHONE 274-456 SEWAGE DISPOSAL SYSTEM APPLICATION AND PERMIT NAME -OF APPLICANT •���1j�'`•"'�L`�` MAILING ADDRESS `-OK(/ajs �71 C"� PHONE^' INSTALLATION LOCATION �\V {�� LEGAL DESCRIPTION Lc y-- / `fI � '"�Z, `�p •�•ls `� � ay1' INSTALLATION OF: SEPTIC TANK Ld SEEPAGE PIT �� DRAIN FIELD OTHER , TYPE AND SIZE OF FACILITY TO BE SERVED FINANCED THROUGH TO BE INSTALLED BY ` 7 SOIL TEST RESULTS c�(5 NOTE: THIS PERMIT IS NOT VALID WITHOUT SOIL TEST COMPLETION DATE ANTICIPATED FINAL INSPECTION: 24 HOUR NOTICE REQUIRED. BACKFILLING OF ANY SYSTEM WITHOUT FINAL INSPECTION BY THE DEPARTMENT OF ENVIRONMENTAL QUALITY AUTHORITY WILL BE SUBJECT TO PROSECUTION. SEPT TANK SIZE !boo TYPE SEEPAGE AREA SIZE TYPE MINIMUM DISTANCES, REQUIREMENTS �l FOUNDATION TO SEPTIC TANK ° FOUNDATIONTOSEEPAGE PIT ` lg DRAIN FIELD - SEPTIC TANK TO SEEPAGE PIT WALL `O l 1 SEPTIC TANK , -SEEPAGE PIT Co , DRAIN FIELD TO NEAREST LOT LINE WELL TO SEPTIC TANK SEEPAGE PIT 160^ DRAIN FIELD ALSO CONSIDER AREA WELLS. WATER MAIN TO SEPTIC TANK SEEPAGE PIT DRAIN FIELD SEPTIC TANK, 06 , SEEPAGE PIT 160 t L , DRAIN FIELD TO RIVER, LAKE, STREAM. CAST IRON INTO AND OUT OF SEPTIC TANK AND INTO CRIB CROSSING GAP OF EXCAVATION 5 FEET INTO UNDISTURBED SOIL. 4 INCH DIAMETER CAST IRON SIPHON PIPES ON SEPTIC TANK AND SEEPAGE PIT FITTED WITH AIRTIGHT REMOVABLE CAPS.. GRAVEL BACKFILL (,] CONFORM TO BOROUGH REGULATION REGARDING INSTALLATION. G.A.A.S. OR LI—C"SED DESIGNER p G �' Ct 7� I/ At C f—1 A--'� L `& tc.% J G7Yf fr DIAGRAM OF SYSTEM 4i3 I CERTIFY THAT t AM FAMILIA TH THE REQUIRE EN OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE I CERTIFY THAT I AM FAMILIA: DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. 1 DATE APPLICANT'S SIGNATURE FORM NO. E-016 LU A0 r WA ~i. 1 i I - _ ---4-4-44 I -4 j I 4i3 I CERTIFY THAT t AM FAMILIA TH THE REQUIRE EN OF GREATER ANCHORAGE AREA BOROUGH ORDINANCE NO. 28.68 AND THAT THE ABOVE I CERTIFY THAT I AM FAMILIA: DESCRIBED SYSTEM IS IN ACCORDANCE WITH SAID CODE. 1 DATE APPLICANT'S SIGNATURE FORM NO. E-016 O Ef E GEOT "CHNI CAL & DEVELL.'MENT CO. Box 90, Davis St., Eagle River, Alaska 99577 694-2774 or 688-2280 Russel! Oyster Earl Ellis 694-2774 SOIL LOG 688-2280 Soils Et Foundations Land Development Performed for: Name: \1 1;&\W\:�V ti0 Tel. No. '344' AS? Mailing Address: �-)a-- Legal Description: -- e,4, 1,71.;.' Depth (feet) Soil Characteristics 0 3 4 5 6 7 (' �3 12�� 13 14 15 16 t Ground Water Encountered: Yes No If yess what depth Proposed Installation: Seepage Pit Drain Field Comments. ';3' 1 \" .� ����;,�v'� �' 2(h ��Y x i.�. Performed by: Vii, a-, l ��� Date' MUwi�fh�;ilrr �:r ��.Ivcl�r:»�rr. a T. or �i-..AL rl I < NVIP,QNd�i�N]At- PROi`ciilGN Well M -W DRILLING, Inc. P. O. Box 4-1224 • 1310C International Airport Road (907) 274.4611 ANCHORAGE, ALASKA 99509 DRILLING LOG :.->Yl ,. Use of Well Location (address of: Township, Range, Section, if known; or distance main i�2VJ '; ..t -m l.�a_Y•!3 r _1�-:- ��'3. f'e^.e - Size of casing -','Depth of Hole 2 `' feet Cased to €'`l f feet Static water level '- ft. (abovel j (below) land surface. Finish of well (check one) open end ( ) Screen ( ); Perforated ( ) Describe screen or perforation Ntxi` Well pumping test at---L—gallons per (16)Y(minute) for 1• hours with ft-. of drawdown from static level. Date of completion J-1 HIMI 7 WELL LOG Depth in feet from ground surface Give details of formations penetrated, size of material, color and hardness mrii TO TO A_) TO :i - TO 7AQ TO A.'-3() TO TO - TO, - TO TO TO TO - -le -" - r to iio's. 814 & 973 2 - STATE /m APPLIC' dT FILLS OUT UPPER HAL' `ONLY Property Owner %�`) �,�j--rnz /'�%r �� �'-y' SO /✓ Phone Mailing Address r+ -.-%� . - -% , Zip Code Buyer Date /4j�� Y� cw Address - Zip Code �" J Lending Institution �9 Phone Inspector Inspector Address�. Zip Code -' ��? Realty Co. & Agent - Phone Address - - Zip Code AUG 3 1983 Legal Description L / / Q 7— /4/4/ 4/ / ��� N N S& "Municipally of Anchorage„ "Dept. of Heath & l(� Street Location Type of Residence - - --. ogle Family a� ( ) DISAPPROVED ❑ Multiple Family No. of Bedrooms �-1 - ❑ Other Water Supply C? - P-.') r DATE ndividual 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 - Sewer D's osal i U - ndividual - - - Year Individual Installed: �h ❑ 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 Time Date Date Date Date Inspector Inspector Inspector Inspector Field Notes: G� AUG 3 1983 "Municipally of Anchorage„ "Dept. of Heath & l(� EnvironITIBWa? Protection" (n APPROVED BEDROOMS 'CONDITIONS OF APPROVAL ( ) DISAPPROVED ( ) CONDITIONAL APPROVAL` C? - P-.') r DATE Soils Rating Date Sewer Installed Well To Absorption Area Well Log Received Septic Tank Size Well to Tank 72023 (3182) • ALASKA 6huffinn1CnTAL COnTROL SCR US, InC. engineering & enuironmental Studies ,v 'r "' IPALITY OF ANCHORAGE 1..'T. OF HEALTH & AUGUST 8 1983 ,'' NTAL PROTECTION RECEIVED FRAN & MARVIN THOMPSON P.O. BOX 771-217 ANCHORAGE AK 99577 SELLER — FRAN & MARVIN THOMPSON BUYER — �, SUBDIVISION — T15N R2W BLOCK — SECT 25 LOT — BIM -i`r " ADEQUACY TEST FOR SEWER SYSTEM THE TYPE OF ABSORPTION SYSTEM IS A TRENCH WITH AN AREA OF 600_ SQFT. THE SYSTEM IS CAPABLE OF ACCEPTING 1500 GALLONS OF WATER PER DAY. THE SURGE CAPACITY OF THE SYSTEM IS 317 GALLONS. BASED UPON THE TEST DATA THE SYSTEM IS ACCEPTABLE FOR A 3 BEDROOM HOME. SEPTIC TANK ADEQUACY THE EXISTING SEPTIC TANK VOLUME OF 1000 IS ADEQUATE FOR THIS 3 BEDROOM HOUSE. +•vvvm so .: eeaL4 s(rbvv••+v L oy C. Reid, Jr.�• �'p• •• No. 2251E +• • �N� 111 �pR0FESS0 1200 West 33rd Auenue, Suite B • Anchoraqe, Alaska 99503 • 907) 276-1361 UNITED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY Water Resources Division 1209 Orca Street Anchorage, Alaska 99501 January 6, 1981 Mr. Marvin Thompson Box 119 Eagle River, Alaska 99577 Dear Mr. Thompson, I would first like to thank you for your cooperation in allowing us to sample your well in October. Data collected will benefit our current study of the hydrologic characteristics of the Peters Creek/Chugiak vicinity as they pertain to land -use planning. Results of the standard chemical analysis performed on the water show no values out of the usual for ground water. As you requested, I am enclosing a copy of the water quality analysis for your files. If you should have any questions, please feel free to contact Mike Lee at 271-4153. Thank -you again. Sincerely yours, Larry S. Leveen Subdistrict Chief Enclosure UNTTED STATES DEPARTMENT OF THE INTERIOR GEOLOGICAL SURVEY CENTRAL LABORATORY DENVER, COLORADO WATER QUALTTY ANALYSIS LAB—ID # 1306030 RECORD—# 92657 SAMPLE LOCATION: SBo1500225D9CD1 012 THOMPSONg MARVIN STATIO'l IO: 612131149325401 LAT.LONG.SEQ.: 612131 1493254 01 DATE OF COLLECTTON: SEGIN--811029 END-- TIME --1430 STATE GOOF: 02 COUNTY CODE: 0?.0 PROJECT IDENTIFICATION: 470205452 DATA TYPE: ? SOURCE: GROUND WATER GEOLOGIC UNIT: MiMENTS: -- UNTQUE—# -- ALK TOT LA9, CAC03 MG/L 120 NITR DIS NO2+NO3 —N MG/L < 0.09 ANALYZING AGENCY 8002'0 PH (LABORATORY) UNITS 9.0 ARSENTC, DISSOLVED UG/L 0 PH FIELD UNITS 9.0 CALCIUM+ DISSOLVED MG/I_ 5.9 PHOSPHORUS, DIS. MG/L 0.03 CHLORIOE, DISSOLVED MG/1_ 4.1 POTASSIUM, DISSOLVED MG/L 0.3 COPPER, DIS. UG/L 1 RESIDUE DIS CALC SUM MG/L 148 FLUORIDE, DISSOLVED MG/L 0.3 ROE+ DISS. AT 180 C MG/L 145 HIRDNFSS Mr,/L 22 SILICA, DISSOLVED MG/L 8.3 HARDNESS N.CARB•L-EP MG/L 0 SODIUM, ARSORP RATIO 5.0 IRON, ��ISSOLV. UG/L 30 SODIUM, DISSOLVED MG/L 50 LFA[, DIS. UG/L. 2 SOnIUM, PERCENT % 83 MAGNESIUM, nISSOLVED MG/1_ 1.8 SP. CONDUCTANCE FLn Um HOS 270 MANGANESE, DISSOLVED UG/L 9 SP. CONDUCTANCE LAP UM,HOS 256 METALS DISS CHE-EXT• 1 SULFATE, DISSOLVED MG/L < 5.0 WATER TEMPERATURE DEG C 4.6 CAT.IONS ANIONS (MG/L) (MEQ/L) (MG/L) (MEQ/L) POTASSTUM, DIS 0.3 0.008 CHLORIDE, DISS 4.1 0.116 CALCIUM, nISSO .5.9 0.294 FLUORIDE, DISS 0.3 0.016 MAGNESIUM, DIS 1.8 0.148 SULFATE, DISSO 5.0 0.104 SODIUM, DISSOL 50 2.175 ALK TOT LAB. 120 2.39A NITR DIS NO2+N 0.09 0.006 TOTAL 2.625 TOTAL 2.640 PERCENT DIFFERENCE = —0.27 .WLC Q. Municipality of Anchorage o �\•-�� Development Services Department ; '. ✓' Building Safety Division On -Site Water and Wastewater Program,ti,� 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.ancharage.ak.us (907) 343-7904 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 051-312.40 HAA # -//&moo t;13 q 1. GENERAL INFORMATION Complete legal description Lot 1, Marvin Subdivision Location (site address or directions) 15238 Husky Street Current Property owner(s) Linda Brame Mailing address Lending agency Mailing address Real Estate Agent Mailing Address Expiration Date: I f — a°1- O--?_ Day phone 696-8420 15238 Husky Street Eaqle River, AK 99567 Unless otherwise requested, HAA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System Three 3 Day phone Day phone TYPE OF WASTEWATER DISPOSAL: ® Individual On-site ❑ Individual Holding tank ❑ ❑ Community On-site ❑ ❑ Public Sewer ❑ The Municipality of Anchorage Development Services Department (DSD) Issues Certificates of Health Authority Approval (HAA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. Certificates of Health Authority Approval are required for the transfer of title (except between spouses) for properties served by a single family on-site wastewater disposal and/or water supply system. DSD also issues HAAs upon request to homeowners. Certificates of Health Authority Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results less than 30 days old. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Health Authority Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is(are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm Anderson Engineednq Address P.O. Box 240773 Anchoraqe. AK 99524 Engineer's Printed Name Michael E. Anderson. P.E. Phone 522.7773 ,.-Date �8i2512002 A AA •? c�s�,• C2-4:01 5. DSD SIGNATURE Je �vF'•.,, "� _: _L,,f Approved for 3 bedrooms. Disapproved. Conditional approval for bedrooms, with the following stipulations: Additional Comments Attachments: HAA Checklist Septic System Advisory Well Flow Advisory (Rw. 1700) Jam: f1N-SITE . WATERAND ; m; WACTC'NATER PROGRAM Maintenance Agreements Supplemental Engineer's Report Other X Original Certificate Date: 8 -_2y'v2 Municipality of Anchorage • Development Services Department I Building Safety Division t On -Site Water & Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 995196650 www.ci.anchorage.ak.us (907)343-79D4 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Description: Lot 1, Marvin Subdivision Parcel ID: 051.31240 A. WELL DATA Well type Private If A, B, or C provide PWSID # _ Well Log (YIN) Y Date completed X1111976 Sanitary seal (YIN) Y Wires property protected (YIN) Y Total depth 325 ft. Cased to 147 ft. Casing height (above ground) 24 in. FROM WELL LOG AT INSPECTION Date of test 3!1111976 6116@002 Static water level 125 ft. 110 ft. Well production 1 g.p.m. 1 g.p.m. WATER SAMPLE RESULTS: Cofdorm 0 colonies/100 ml. Nitrate .2 mg.A. Other bacteria 0 coionies/100 ml. Date of sample: 91`162002 Collected by: MFA I, B. SEPTIC/HOLDING TANK DATA i Tank Type/Material SepticlSteel Date installed 711511976 Tank size 1.000 gal. Number of Compartments 2 Cleanouts (Y/N) v Foundation cleanout (Y/N) Y Depression over tank (Y/N) N High water alarm (Y/N) N Date of pumping 61612002 Pumper Sanitary Pumpers C. ABSORPTION FIELD DATA Date installed 711511976 Soil rating (g.p.d./ t' or fefbdrm)125 SFIBDRM System type Deep Trench Length 50 ft. Width 3 ft. Gravel below pipe 6 ft. 0 i Total depth 9 ft. Eff. absorption area 600 IF Monitoring tube Y Depression over field N s Date of adequacy lest 6116002 Results (Pass/Fail) Pass For 3 bedrooms Fluid depth in absorption field before test 56 in. Water added450 gal. New depth59 in. Elapsed Time: 70 min. Final fluid depth 56 in. Absorption rate >= 450 g.p.d. Any rejuvenation treatment (past 12 mo.) (YM & type) N If yes, give date D. LIFT STATION Date installed Size in gallons i Manhole/Access (Y/N) "Pump on" level at ! in. `Pump off" level at _ in. High water alarm level at in. Datum Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankAtft station on lot 100• On adjacent lots MW Absorption field on lot >100' On adjacent Tots >100' Public sewer main NIA Public sewer manhole/cleanout NIA Sewer /septic service line >29 Holding lank NIA SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation >S' Property line >S• Absorption field >T Water main NIA Water service line >IV Surface water >1W Wells on adjacent lots >100• SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line >10' Building foundation >10' Water main >11Y Water Service line >VY Surface water MW Driveway, parking/vehicle storage >2S Curtain drain None Noted Wells on adjacent lots MW F. COMMENTS <S', ? G. ENGINEER'S CERTIFICATION �P� .... �l I certify that I have determined through field inspections and 4 9 1UB� review of Municipal records that the above systems are in"•' •••• • ^ a conformance with MOA HAA guidelines in effect on this date. R ��N..IC}4:. Lcf..�iNp_`�iiSON•.�aa Engineer's Printed Name Michael E. Anderson. P.E.��� Date 8119102 �/��F�•�OfFSStQM�t ems~ HAA Fee $ 3 7 Waiver Fee $ O8/a�/o�t7o2 Date of Payment Date of Payment I a Receipt Number i�a ���6 Receipt Number (Rev. 12100) AUG -21-02 02:46PM FROM-CTIE ENVIRONMENTAL SRV 9075615301 T-969 P.03/03 F-454 CT&E Environmental Services Inc.. I Laboratory Division �a9✓.srms9.�r�rryFs'rv8s�a��arrir®� isrr�arcravra,�vv��,t rs�v6rra 200 W. Potter Drive Drinking Water Analysis Report for Total Coliform Bacteria Anchorage. Ale 99518.1605 Tel43 READ INSTRUCTIONSONREVERSE SIDE BEFORE COLLECTING SAMPLE Fax 1907)56 Fax: (907)5611-23-530101 MUST BE COMPLETED BY WATER SUPPLIER TO BE COMPLETED BY LABORATORY ❑ PUBLIC WATER SYSTEM I.D. t7 I I I I I I I Analysis shows this Water SAMPLE to be: ❑ PRIVATE WATER SYSTEM Satisfactory ❑ Unsatisfactory I.. Sendlnvoice ❑ Sample over 30 hours old, results may be unreliable W.sym.. hi,—cwq...e ---- ❑ Sample too long in transit sample should — ---^ — - ••- . • not be over310hoursAd at examination to indicate reliable results. Please send new sample via special/delivery mail. c.y s„k zvcm Date Received /la�G2 Time Received 614 CD ❑ Se i Results Q(r12S0� o So x g -t Sendlnvalee /-: n/ G /r1 LTf`h-l•ai L zvo-773 99.5,4V SAMPLE DATE: dlunth Day SAMPLE TYPE: ,YJ Routine ❑ Rcpeat Sample (for routine sample with lab ref. no. ) ❑ SpecCI-074 pose -- �__.SAMCLF. LOCATION Time Analysis Began t—I 0 Collected Analytical Method:. por— Membrane Filter ❑ MMO-MUG zvcw. • Number of co lonies/I 00 ml. Lab Ref. No. Result* Analyst ® Year 1D25'l C3 A l Treated Water Sent to A.D.E.C. Anch Fbks .tun ❑ Untreated Water Fazed Date: _ Time: Time Collected Citcnf7mriRFd-ofuniatistactury-results: Collected By (] ' /ZIN Pn/) MLrn� Pit.. hvm Dere. Tune BACTERIOLOGICAL WATER ANALYSIS RECORD MMM -MUG Result: Total Collform F- Cali Membrane Filter. Direct Count Coloniesflo0 ml Verification: LTB BCD COLIFIR1t TNTC -n.N...�.T.c...t Fecal Coliform Confirmation oa .Ot*e. 6.".e Final MembraneFilters Results l v Coliform/1110 ml Reported By Date ��\UZ Time hrs Comments: h N Received Time -449.21.. 1:55PM ar,� L V= Member of the SGS Group (Societe Generale de Surveillance) i ` 1u4.57� 0Qwell =' r; n: ' t _ 6 32.0 �.o j� EXIST. SPLIT m oI LEVEL FRAME o MOUSE e reana L.r.l eoa Eetr7 1oe.5, .t '\Wood Osas 1 L If slat Is :m �a t C C1.onaat. For \waste DLsposslr system 7 S N 89*51' W 329.54' IAMES WAY M M f//T SERVICES.A GR 1 D \Y! 653 I ... .v .."i" a, .4nn1rLS11 47217C25 co LEGEND `r 0 FOUND 5/8' O IRON ROD M rn i 0 O O V) LS J / hereby certify that / have surveyed BL/.1 LOT 144, SEG 25, TON, R2 Y/, S.M. and no encroachments exist except as indicated Afee C-2. 9,•, ; Snphoa D. Brv.rty J�: o set. gep °an: :'ANDERSON ENGINEERING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773. '522-6779 (FAX) _ August 25, 2002 Ms. Linda Brame 15238 Husky Street Eagle River, AK 99567 Subject: Lot 1, Marvin Subdivision Well and Septic System Inspection, Test and Certification Certificate of Health Authority Approval Dear Linda: We recently completed the inspection and testing of the well and septic system on your property. Prior to the inspection we reviewed the records pertaining to the systems on the property from the files of the Municipality. These records indicate the septic system was originally constructed in July of 1976 and consisted of a two compartment steel septic tank with a capacity of 1,000 gallons. Effluent from the tank is currently absorbed in a 50' long by 3' wide by 6' effective depth absorption trench with a 6" sump at the end. Sanitary Pumpers pumped the septic tank on August 6, 2002. Our initial probe of the trench indicated a standing water depth of 56" with a total effective depth of the trench of 72". Water was then injected into the crib to determine the absorption rate over a 24-hour period. The water level rose to 59" after 450 gallons of water had been added. Twenty-three hours later the water had receded to the 56" level. It appears therefore, the absorption trench is currently capable of absorbing more than 450 gallons of water per day which is the minimum required for certification by the Municipality. The normal life of a septic system is from 8 to 12 years and can be less depending on the type of system, quality of soils in which it is constructed, maintenance and type of use. Your system is now over 26 years old and well past an average useful life of a typical system. We are unable to estimate the future life of the system or to make any guarantees or warrantees based on our limited testing and inspection. The system may be subject to groundwater intrusion during periods of heavy runoff, which may affect its performance. At this particular time, however, the system appears to meet the requirements for which it was originally designed. Simultaneously with the adequacy test we performed a flow test on the well and water system on the property. The log for the well states it was completed on March 11, 1976. It has a total depth of 325' with casing to 147'. The log further states the well produces 1 gallon of water per minute. For this reason we Lot 1, Marvin Subdivision August 25, 2002 Page 2 of 2 performed the test with a 1 gallon per minute flow restrictor on the hose connected to the exterior hose bib. We noted no low flow protection on the well and attempted to prevent total draw down of the well. The well was run constantly for a total of 7.5 hours at an average rate of slightly more than 1 gallon per minute. During that time the water level in the well receded from 110' to more than 240'. Based on our test we conclude the well is producing approximately 1 gallon per minute or more than 450 gallons per day which is required for certification. We must note, however, the well will not sustain higher flows and may draw down completely to at or below the pump level if allowed to flow freely for long periods of time. A low flow shutoff, though not required, should be considered to prevent damage to the pump. A water sample was taken from the system and tested for coliform, nitrates and other bacteria. No coliform or bacteria was detected and the nitrate content was undetectable and well below the maximum allowable of 10 milligrams per liter. The water is therefore well within acceptable parameters and suitable for human consumption. The well is currently situated barely 100' from the septic tank and more than 100' from the absorption trench. State law requires a minimum of 100' of separation be provided. Sincerely, // Michael E. Anderson, P.E.