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HomeMy WebLinkAboutT15N R1W SEC 18 LT 146BMunicipality of Anchorage Development Services Department- Building Safety Division On -Site Water and Wastewater Program, 4700 Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page I of 3 www.ci.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LL S k)D6W L10 Permit Number: PID Number: Name: , a I ^^ Pe-//' /Y11 le- Wastewater System: Q�(New E] Upgrade Sv l�Id ;vek ABSORPTION FIELD Phone:, O /� Number of Bedrooms: �� ���CCC 1 CJ LLL...,,, [3 Deep Trench pp Shallow Trench ❑Bed ❑Mound El Other: " LEGAL DESCRIPTION Soil Rating: Total Depth from original grade: q✓5Ft. S GPD/F1' Block: Lot: IZ Subdivision: -70 Depth to pipe bottom from original grade= & Gravel depth beneath pipe: 5Ft. Ft. Township:, 9 Range: r 1 Section: i /� J/fl// W 7VC Fill added above original grade: � .- Gravel Length: Ft. Ft. Well: New ❑ Upgrade Gravel width: S Number of lines: I Distance between lines: Ft. Ft. Classifi tion`(Private, A, B, C): Total Dep �Ft. Casedto: Total absorption area: Pi a Material: Ft' Driller.� /q n ^•n ioDate Dr'ill%ed: Static Water Leve � I II I00 Date Installed: ^ —06 Ft. �S ��G -5— Yield: Pu�m/p Set t: [Casingeight Above Ground: TANK GPM Vl 0 ill Ft. p� Ft. SEPARATION DISTANCES PLSeptic ❑ Holding ❑ S.T.E.P. ❑ Other: To Septic Absorption Lift Holding ublic/Private urer: M4jc capacity: D52 From Tank Field Station Tank Sewer Line G �r � Gal. Well N I "S� I-137' '^/] \ 1 3 ..�� �__ f1 �� Material: p I Nu of Compartments: ` l �J ` l '1 ,5��� C_ Surface Water`s 'r. DD LIFT STATION Lot Line V Size: Manufacturer. 1161 Foundation V 'Pump on" level at: off" level at: 'nigh water alarm at: in. in. in. Curtain Drain �— pl� lutl �% �l �]/►j ,v ff ��'I (/V Pump Make & Model ncal Inspections performed by: Remarks: BENCH MARK Location and Description: pp (� � l JO ©vim cud I CSG <<,, As edEElleevation, t 'OV O i / /�7 Fl. S & S ENGINEERING 1 Inspections performed by: 17034 Eagle River Loop Road, No. Wes: 1st 5-, " 'Q6 En is Stap ����``m Eagle River Alaska 99577 " 4 ae3=='tea ;am C_ 2nd Development Services Department Approval,, d-.� �,>:': ti. �a r . �. :. a¢ , I;�, k Conditional Approval Date: 4?. G2:1 !•: 5 tt Reviewed andDate: by: I �LJI� � �' :�•= ��,�' LA) W 6-V.PA +-0 i0S 10 t P t Q "'�L )Cie t! l,J f1QJ 5 E o Lzni , PERMIT NO. SW060040 PAGE 2 OF 3 Municlpaof • •• DEPARTMENT � ON-SITEENVIRONMENTAL SERVICES DIVISION P.0, Box 196650 Te( hone: 343-4744 WASTEWATER DISPOSAL SYSTEM AND/OR WEL INSPECTION REPORT LEGAL LOT 146B, SECTION 18, T15N, R1 W, S.M. P.I.D. NO. 051-232-69 PERMIT NO. SW060040 PAGE 3 OF 3 MunicipaUt of Ancho,a,, DEPARTMENT OF 1­16LTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.0, Box 196650 0 Anchorage, Ataska 99519-6650 0 Tete hone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR Tele INSPECTION REPORT LEGAL LOT 146B, SECTION 18, T15N, R1 W, S.M. P.I.D. NO. 051-232-69 ST1 ST2 99.7 FINAL GRADE FINAL GRADE 94. NEW 1250 94 5, GALLON SEPTIC TANK C01 MT2 CO2 [MT1 col = 99*2' �� CO2 = 98.9' 1 -FINAL GRADE MT2 = 90.4' 5I C01 = 93.0' 02 = 93.0' MT1 = 90.4' A WATER FOUND @ 86.4' 82.9' B.O.H. N. T. S. ENGINEER STAMP Maym, �W- im I MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Renewal Date Issued: Mar 21, 2006 Expiration Date: Mar 21, 2007 Permit Number: SW060040 Parcel ID: 051-232-69 Legal Description: T15N R1 W Sec 18 Lot 146B Design Engineer: 0003 S & S Engineering Site Address: Unknown Owner Name: HEATHER MAIDLE Lot Size: 48571 SQ. FT. Owner Address: 12206 BRECKENRIDGE DRIVE Total Bedrooms: 4 Permit Bedrooms: 4 EAGLE RIVER. AK 99577 - This permit is for the construction of: ❑✓ 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 specked 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: Issued By: QllN Date: 3 /''j /o S Date: Multildliiillly of Andia.,ige beVelophieht SetVlces bepettmeht Building Safety bivision On -Site Water and Wastewater Program 4700 South bragaw St. P.O. box 196650 Anchorage, Ak 99519.6650 www.ci.anchorage.ek.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION rok A SINGLE= rAMILY DWELLING Parcel I.D. OS k — Z32.-ko9 Permit Number SW Property owner(s) q6&-rt+E2 MA 1()f F _Day phone Mailing address L0 BmC i A ZZ 0 Z 6,21 . L AZip Code q a 5 to Site address Legal description (Lot, Block & Sub'd.) Code Legal description (Section, Towhship & Mange) `.at 1-kif8 Su. , it-m1J, pu\, S k. Lot Size A s6 -i- I -AA q.Ft. Number of Bedrooms + THIS APPLICATION IS POR: Sewer Only 01 Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade Q� THIS PROPBRTY CONTAINS: Hol Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 1 certify that the above Information Is correct. I further certify that this application is being made for a Single Family belling and is In accordance with applicable Municipal Codes. S & S ENGINEERING (Signature of properly owner or authorized agent) 17034 Eay var oop 0�° r Eagle River, Alaska 99377 Perm]VRush Fees: ifs. Waiver Pees: bate of Payment: 3 // S -/O G bate of Payment: Receipt Number: Dow 0-2- B Receipt Number: (Rev. 09104) S&S\ jilleepui1G ROBERT C. COWAN, P.E. March 9, 2006 CML ENGINEERS (907)694-2979 FAX(907)694.1211 NEKTMMJTHO ' MUNICIPALITY OF ANCHORAGE APPROVALS Development Services Department P.O. Box 196650 Anchorage, AK 99519 SEWERS WATER MANE7(TENSIOIS REFERENCE: Lot 146B, Section 18, T15N, Rl W, S.M. SEWERSWATER It is requested that you update permit #SW050040 to install a new septic system to INSPECTION serve the proposed four bedroom dwelling on the referenced property with the attached revised design and additional test hole #2. ENO EERNGSTIAIES Two test holes were excavated and percolation tests performed. The approximate locations ANDREFORTS of the test holes are located on the attached site plan. At the time of excavation (3/18/05) water was not found. After monitoring to the seasonal high on 4/18/05, ground water was found at 12.5 feet. WELLNSPECTION S FLOW TEST 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 SITE PLANS properties. If you require additional information, please contact us. ROAD DESIGN Sincerely, / SOILtEST 70bert . 0—an,PE. RCC/bjj PERCOLATION TEST Enclosure STRUCTLFIKS MECHANIC& INSPECTIONS ONSITE WASTEWATER MPOSALSYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SURE 204 • EAGLE RIVER, ALASKA 99577 ,� y �.'.:., .,,,,� /✓,,, ate � i r� 11.2 ' •' V w 'ii �) W E--4 Q' � O Al,< Qi = 1 M /T. W W O Y✓ i W JW W E-' FQO y y Nr UOai N� W w ~ LlZ � � .--t Qt ♦ t S ♦ r M I — ♦ -� a % i ♦� 3fy lis �'' z 0 N$� � d � a W � W o N o U /%W _ H�ctn a to Ci L) O M-0 J O Q. O 0 0 CY. to to c) . Q t N t0 Q OD lV tq t0 a�E i NVId-3115 NJ1530 y09 = �� Milinlcipalily otAnchotage Development Services Department BoBdkv Safety MUM . • yR, On-SRe water wd wastewater Program 4700 sotm Brag" St. P.O. Bax 190650 An&orage, AK 99519.6650 WWW d anrhnam 0.U" (907) 3417904 . Soils Log - Percolation Test Performed For: Legal Description: r I4G Depth i ROBERT C. COWAN CE -8801 d- -0 7- Cf 8- t0- y 12- .A0• 13- 14- 15- i s- is- 20- COMMEENTS PFRFOP.MED BY: PERFORMED IN Yl}S tP.oLM WATER je 4 O EjOOIAnE.207 B L IFYES.ATMATOEPTNT 0 bepn towater Atter kwmd In'? E bate: 9 /o -7 FE:t"OL�TOJPATE TEST PUN ScrK=tl FT F.uO (0 FT MN&i M? LI :/�L_ g 4/A CERTIFY THAT THIS TEST `/A5 WITH ALL STATz J:iiDLt�U>+7l'CIP,1L GUIOELIHES R2:I EFFECT OH THIS DATE. DATE: �0 /03 R '(ENGINEER S; ... Z. z T 1 R00ERT C. COWAN CE -8001 11Vf. M1••. ,. DATE PERFORMED: � LEGAL DESCRIPTION: L7' ItI145j %75��'1 3'r OWnShip, range, Section: _ SLOPE SITE PLAN T PIN 2 3 ,AC 4 5 s•�� j1 6 7 8 9 •`r D R. 10 • • . V . 12- . 13- 14 3 14 , ': Is- 16- 17- Is- 19- ED s-1617Is19 0 COMMENTS 6 0111 /51n WAS GROUND WATEn a l ENCOUNTERED? ffJJ lI IF YES, AT WHAT DEPTH? SP K)A-oHr GiJWl5L Depth bWater Ager E 1i7+CIS Manitmina? I Z r 5 Due: im V Reading Gross Data Time Net Time Depth to Water Net Drop Q t t • f f O 1' P. ,. _ IV 1 t) v o /O 7 , If PERCOLATION RATE /aLIJ (minvievinch) PERC HOLE DIAMETER h' 1 TEST RUN BETWEEN FT AND FT S d. S ENG I giver Loop Road NO.20 I CERTIFY 1HAJ THIS TEST WAS PERFORMED IN PERFORMED 8Y*jr03 �''uu,, slaaka 99577 M f RI L' ACCORDANCE V�st1.N'S°(A>•E AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 77.008(n°v. 4185) ROBERT C. COWAN, P.E. CMLENGINEERS (907)694-2979 FAX(907)694.1211 ON-SITE WASTEWATER DISPOSAL SYSTEM APFR(N R"0Po1f CONSTRUCTION PRACTICES APPRWALS and MATERIAL SPECIFICATIONS SEWERS WATER LME%TENS* S REFERENCE: Lot 14613, Section 18, Section 18, T15N, R1 W, S.M. March 9, 2006 R6WATER � CT� GENERAL: 1. The scope of this project includes the installation of a 1250 gallon septic tank and a septic trench to serve the proposed four bedroom residence located on ENCONEERINGSTUDIES ANDREPORTS the referenced property. 2. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all WELLCSPECRON &FLOW TEST applicable State and Municipal Wastewater Disposal Regulations. 3. The contractor shall be responsible for obtaining any necessary underground utility locates. SITEPLAM 4. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. ROADDESIGN 5. 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 W& TEST Department. SEPTIC TANK INSTALLATION: TEST 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. STR=L*ML& MECHA OAL MPECTXX4 2. The septic tank shall be sufficiently bedded to prevent settling or shitting of the tank. ONSITE WASTEWATER DVIOSALSYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SURE 204 • EAGLE RIVER ALASKA 99577 Page 2 Lot 1468, Section IS, TI 5H, R1W, 3 -M - March 9, 2006 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. 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 TRENCH/DRAINFIELD INSTALLATION: 1. 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. 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 after settling. Page 3 Lot 1488, Section 18, T15N, R1W, S.M. March 9, 2008 MINIMUM MATERIAL SPECIFICATIONS: 1. 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: Tyne of Pine 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. 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI 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 #200 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 4 Lot 1468, Sectlon 18, T1 BN, R1 W, S.M. March 9, 2006 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: 1. 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 & S Engineering. S & 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 & 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 & 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 MUNICIPAL ITY OF ANCHORAGE Development Services Department On -Site Water d Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM PERMIT Renewal Permit Number. SWO50040 Legal Description4T%N R1 W Sec 18 Lot 1468 - .� Design Engineer: 0003 S & S Engineering Owner Name: Ted Chmieleski Owner Address: P.O. Box 142202 Anchorage , AK 99514- Date Issued: Mar 03, 2005 Expiration Date: Mar 03, 2006 ParcelID: 051-232-69 Site Address: Unknown Lot Size: 48571 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit Is for the construction of. ❑,/ Disposal Field Q 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. y'�5'K� a�llFyy., s.+a�,rr�7 Rnl� A�pRo%y� Received By: Date:-42v— Issued B4 11 1V �I �I�T II Date: � , . ' lC�WAl f'1- it3nchorage / • — l Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519.6650 www.ci.anchorage.ak.us (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING e. < a IiVL O ZD Parcel I.D. OS / - 32 Permit Number SW : Property phone_ aa9 -5"7?I- Mailing address n , r3�,)( / y 2�i 2 �uxA & Zip Code '? 99/� Site address Code Legal description (Lot, Block & Sub'dJ Lot /qL (3 •./, ' ?i Legal description (Section, Township & Range) Lot Size /i91 Gr? I Acre q.Ft. THIS APPLICATION IS FOR: Number of Bedrooms `f Sewer Only Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 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. (Signature of property owner or authorized agent) Permit/Rush Fees: Date of Payment: Waiver Fees: Date of Payment Receipt Number: (/ L Receipt Number: (Rev. 09/04) M HEALTHAWHORITY APPROVALS SEWERS WATER MAINE)M BIONS SEWERS WATER ESPEcNON ENGINEEMgsTLIDIES ARDREPORTS WELL INSPECTION A FLOW TEST SITEP(ANS 601E TEST PERCOLATION TEST STRUCTURALS MECHANICAL EaPECT04 ONSITE WASTEWATER DISPOSALSYSTEM DESIGN ROBERT C. COWAN, P.E. CML ENGINEERS (907)6942979 FAX(907)694.1211 April 19,2005 MUNICIPALITY OF ANCHORAGE Development Services Department P.O. Box 196650 Anchorage, AK 99519 REFERENCE: Lot 146B, Section 18, T15N, RI W, S.M. It is requested that you update permit #SW050040 to install a new septic system to serve the proposed four bedroom dwelling on the referenced property with the attached revised design and additional test hole #2. Two test holes were excavated and percolation tests performed. The approximate locations of the test holes are located on the attached site plan. At the time of excavation (3/18/05) water was not found. After monitoring to the seasonal high on 4/18/05, ground water was found at 12.5 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, ?W2,, Robert C. Cowan, P.E. RCC ft . Enclosure 17034 NORTH EAGLE RIVER LOOP; SURE 204 • EAGLE RIVER ALASKA 99577 1 " = 60' DESIGN SITE—PLAN ion': A�'oI (7 Lnn�> j:0 N co N m N A d x i ti O O 1-1.T] r -ti O.P.rlI til ^`�I +mj % N II nPHA. +l I pmml"I rri �o�l -'mss r O < ►r U1 N tiueoqp uN b P y r 2 ti r•y O p c ry p \ � 1-3 �• y l N O TIO -3 C_J y m~ 1• J A f' Am W ^ sl / .3 I L—J +vM7MxC also,"" - a COO `s y I C7 ^ ~f i ww VJ N fr CO '^ V' I . i I N 7 I �I r II c O FApmm .r sc AApyz010 - I Iw I n O DSO Vl —12 I W vim Im 1L I z I � I O s • I O r !. 2� 1p 39•'ggi�l i >�/ p ''iii �O'\i:�\•�• .1� All— 1 .1~� PERFORMED LEGAL DESCR COMMENTS d. Or— T• ' `1 ;, 6M/Svn SP w'1sew GJ}VSL votl nODEFIT C. COWAN, P.E. nODEFITA. SFIAFER, PE. CML ENGINEEIIS (907)694-2979 FAX(907)694-1211 kill DATE PER Section: WASGROUNDWATER a ,+� ENCOUNTERED? MV 5 l +— O P F. IF YFS, AT WHAT DEPTH? Depth to Weser After 1 Monitoring? _11-15 Datr. .r '(ENGINEER'S Tr^.t R03ER7 C. COWAN CE -8801 SITE ral Reading Date Gross Net Time Time Depth to Water Net Drop v o " F PERCOLATION RATE l!!55 (minutevmch) PERC HOLE DIAMETER eb� f TEST RUN BETWEEN FTAND?F7 S & S ENGINLLKm� PERFORMED BYiy034 �agt'pRiver Loop Road No, 20' I CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE W11'9IA�YAi EI AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev. 41S5) S& W.ALTHAITHORITV APPROVALS SEWER & WATER MAW MENsom SEWER 6 WATER INSPECTION ENGINEERWGSTUCIES ANORERORTS WELLNSPECTON S FLOW TEST SITE PLANS SOL TEST PERCOLATION TEST STALIMIILAL It uECWMCAL 94SPECTKM ONSITE WASTEWATER CISPOMSYSTEM DESIGN ROBERT C. COWAN, P.E. CML ENGINEERS (907)694-2979 FAX(907)694-1211 ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS REFERENCE: Lot 146B, Section 18, Section 18, T15N, Rl W, S.M. April 19, 2005 GENERAL: The scope of this project includes the installation of a 1250 gallon septic tank and a septic trench to serve the proposed four bedroom residence located on the referenced property. 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. 3. The contractor shall be responsible for obtaining any necessary underground utility locates. 4. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. 5. 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. 2. The septic tank shall be sufficiently bedded to prevent settling or shilling of the tank. 17034 NORTH EAGLE RIVER loop + SUITE 204 i EAGLE FMFL ALASKA 99577 'Page 2 Lot 1468, Section 18, T15N, R1W, S.M. April 19, 2005 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. 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 TRENCHIDRAINFIELD INSTALLATION: 1. 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. 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 after settling. Page 3 Lot 1468, Section 18, T15N, R1 W, E.M. April 19, 2005 DIINIAIUM MATERIAL SPECIFICATIONS: 1. 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 ofPipe 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. 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam HI 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 #200 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 4 Lot 148B, Section 18, T15N, R1 W, S.M. April 19, 2005 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 & S Engineering. S & 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 & 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 & 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 TMunicipalit ' Of AI1chorage •, 1�0 AIIC1)Or116'C. .i]:ISI<!1 9651966Rl • Telephone (91)7) 343ta01 •Fuc 017) SlSti^.(XI ' wo—rc IL 47(X) Bmgaw Sheet • Anchorage, �Uaslal 99x(17 s h 1 e IlIM.muni.org . Mayor Mark 1iegich Building Safcty Division August 16, 2004 Ted Chmieleski P.O. Box 142202 Anchorage, AK 99514 Subject: On -Site Water and/or Wastewater Permit. Permit Number: SW030391 Legal Description: T15N RI W Sec 18 Lot 146B Dear Mr. Chmieleski: An On -Site Water/Wastewater Permit, number SW030391, issued by this office for a single-family system, will expire on September 22, 2004. This permit was valid for 365 calendar days. 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 new permit for a second year may be issued for a fee of $115.00 if the renewal application is received on or before the expiration date of the original permit. When applying for anew 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, op Daniel J. Roth ac - Program Manager On -Site Water and Wastewater Program Enc: Copy of permit Community, Security, Prosperity MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519.6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM f WATER SUPPLY PERMIT Initial Permit Number: SW030391 Legal Description:ffjSNtR1M(Sec 1iajZtj4asr Design Engineer: 0003 S & S Engineering Owner Name: Ted Chmieleski Owner Address: P.O. Box 142202 Anchorage , AK 99514 - Date Issued: Sep 23, 2003 Expiration Date: Sep 22, 2004 Parcel ID: 051-232-69 Site Address: Unknown Lot Size: 48571 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of. 0 Disposal Field 0 Septic Tank ❑ Holding Tank E] 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: iX " "`'/ Issued By: Date: 74 Y /0 3 Date: _3 03 Municipality of Anchorage • Development Services Department Building Safety Division i On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.ci.anchorage.ak.us (907) 343-7904 ON-SITP SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. l ��'� �Z — `+' t Permit Number SW O 303 7/ Property owners) Ted 611m fede s / Day phone a Mailing address (1) /P 0. Box x 17nj� � Mailing address (2)!7►7zba-a e, t!!� _ Zip Code 9 // tq5� Legal description (Lot, Block & Sub'd.) Legal description (Se tion, Township & Range) _!�ed tlo o WJ T Eg 91LJ Lot Size'" _Acre _a_ Ft. Number of Bedrooms THIS APPLICATION IS FOR: Sewer Only Well Only ❑ Sewer and Well Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 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. S 8 S ENGINEERING 17034 Eagle, River Loop Road No. 404 wn�1 (Signature of property owner or authorized agent) Permit Fees: SIS10. 01 Waiver Fees: Date of Payment: K/1.7/o3 Date of Payment: Receipt Number: a k 1 7 9 T C, Receipt Number: (Rev. 12100) September 16, 2003 ROBERrC. COWAN, P.E. nORFRTA Ruerrn or CML ENGINEERS (907)694.2979 FAX (907) 694-1211 AALS� MUNICIPALITY OF ANCHORAGE Development Services Department P.O. Box 196650 Anchorage, AK 99519 6EWER6 WATER MAIN IXTENSION S REFERENCE: Lot 146B, Section 18, T15N, RIW, S.M. SEVVER&WAINSPECTION It It is requested that you issue a permit to install a well and a septic system to serve the proposed four bedroom dwelling on the referenced property. ENCINEEAnXisTUpES A test hole was excavated and a percolation test performed. The approximate location of ANOREPORTS the test hole is located on the attached site plan. At the time of excavation, 9/2/03, water was not found. After monitoring, the monitoring tube was found to be dry. We do not anticipate any adverse effects on neighboring wells, septic systems, reserve BA FLOW TEST areas 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. SITE PLANS If you require additional information, please contact us. Sincerely, RWDESIGN BOL,EB, obert C. Cowan, P.E. RCC/mjc Enclosures PERCOLATION TEST BTRUCRPK& WCNANICAL NSPECTICNS ONSITE WASTEWATER 06POSALSYSTEY DESIGN ' 17034 NORTH EAGLE RIVER LOOP • SURE 204 • EAGLE RIVER ALASKA 99577 t" = 60' DESIGN SITE-PLAN Air , i m'9 01 W Ol Oo ion> 1 ar,0 W_ XZ 1 a. Ana o� m o �< Z I'lomsa .� V. n 0 Z ti C)-H n7 's;s R° CNK 1� o P = i 1-3 r o N r,' ttS ��. Qf VIA 0a) m I a Nc_a r 'Ok. ^�\or�ooll coII +o-+sz V co 01 Ln oC) Oa I C J a° CZ A 41rn< d � o,.,° 7 HA° �O- ~+ Ko i `01\101•- o � '$ 0 7 1 W I I qC U ^ H I A I { C � 1-3 sti JCaZp i.. r• I r = _A — rt l v ~" O I r I c W tXinm > n- i =� � I = 1 0 A 1 ,••y !J ��f jpf� I //slN yrn i � i��( O�(�j iQ tz \ \�� Municipality of Anchorage Development Services Department Bua ft safety Dhdsion . 0 a,,+ on -Site water and Wastewater Program 4700 SmM Bragaw SL P.O. Box 196650 Andtorage. AK 99519b650 www d anchoraoe.ak.us (Eo7) 3437904 . Soils Log -Percolation Test Performed For. Legal Description: Depth OF ROBERT C. COWAN CE 4801 fr iEs TN it/ 4- e - :o 6. y� W/.•SGP.oLWWA7ER No E\COt: