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HomeMy WebLinkAboutEAGLE VISTA BLK 2 LT 4Eagle Vista Block 2 Lot 4 #050-711-10 Municipality of Anchorage A-Y Development S2Vlces Department Building Safety bivision On-Site Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page I of 3 www.cl.anchorage.ak.us (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number: ef, W236 PID Number. 650 — Nam : Ke t h 2 Sold Wastewater System: 9 New ❑ Upgrade Addrev I �ilac� r' �li v Q&41e ABSORPTION FIELD Phone' dam( ^� — q 1 Number of Bedrooms: Lf El Deep Trench I(snanaw Trench peed El Mound p atter. LEGAL DESCRIPTION soil Rattnq !1gP rF Taal Depth born original grade' Block: Lot: Subdlvislort{4-- . Depth to pipe bottom from originalgrade: Gravel depth beneath Pine. (� a FI. . Ft Township: Range: saabn: Fill added above original grade: Gravel Length: Q O Ft. V FI. Well: IX New ❑ Upgrade Gravel wid" Number k»s: Distance between Imes: L FI. FL Classification (Private. A, C): �e Total Depth' � Cased to- -35•5FL Taal absaptim area: pi `MatedN: L 3 8 4 I OI-59Ft. FIT / 5t4t1;✓Atj let Dale Drilled _ C1 Staticl ?1erILFL C,E• /�) �� )��D Ir� Dale Insisted: ^— (3 — ^ V1J 5 /Vl C7-tr'✓ %�Se Yield, 'Pu/mp $Lrel at: UA OW Casino Height AboveQ/ TANK GPM 60n Fl. Fl SEPARATION DISTANCES ULSeptic ❑ Holding ❑ S.T.E.P. ❑ Other. To Septic Absorption LIR Holding PubOdPrivat Me ��� ' Ce �TnGtY From Tank Field Station Tank Sewer Line iC� I L°r i C 30 Gal. Wei It 131 D5%1- Material. f� s-.. UlL+� Nv ofCompanmenis: Surlacewater 100, O `,F LIFT STATION Line ILa Or, ` v .LJ� - S(x� aa. Mxaascnaar 'Pump on' level at 'pump Hon water atsam at: Foundation in. in h Curtain Oram D��? Pump Maks 6 Electrical Inspections penlamted DY Re1Oafks BENCH MARK 0/ / Location and Description: T w ' L'/,/ a Q Assumed Elevation: FL c_a 61a Aoti / ` L 7,E �` Ty 1 � T Engineers Stamp N [. 7-/0 AJr S&SENGINEERI NG Inspections performed by: 17034 E.gts River Loop Road, NoDattes: ti1 2r'd bevelopi ieitt 8eNIces be06iRmeht A00tovaI ' lir, ftp♦ ! Reviewed and approved by: Date: o (0.r 12'00) ���a„•�� Il�V�i���118. V v PERMIT No. SW020316 PAGE 2 OF 3 Municipalit of Anchorage DEPARTMENT OF HEATH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 *Anchorage, Alaska 99519-6650 • Tele hone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WPELL INSPECTION REPORT LEGAL LOT 4, BLOCK 2, EAGLE VISTA S/D P.I.D. NO. 050-711-10 33' SECTION LINE EASEMENT ------------------------------------r I I I I I I I II- IA? Iz q RBEDROOM I Lai HOUSE FCO TO BE INSTALLED WHEN HOUSE IS BUILTI NEW 1300 GALLON HDPE SEPTIC TANK DBL, & DBL2 1 I I MTC of FLOW SPLITTER, I�,1 NEW TRENCHES ' �� II TH#3 I I CO2M II II U LOT 3 TH#2 4^ 9f. -T--- I I I I 1 I I I 1 I I LOT 5 I- . 40' Ar 1t3Td , PERMIT No. SW020316 PAGE 3 OF 3 Municipalit of Anchora e DEPARTMENT OF HEATH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 0Anchorage, Alaska 99519-6650 • Te�I hone; 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 4, BLOCK 2, EAGLE VISTA S/D P.I.U. No. 050-711-10 1 87.4' FINAL GRADE—/2" INSULAT 01 N NEW 83.9' 1300 GALLON POLYETHYLENE 83.6' SEPTIC TANK COI CO3 MT1 CO2 MT2 CO1 = 86.2 C04 MT3 CO3 = 86.9' CO2 = 84.1' C04 = 84.7' FINAL GRADE 2" INSULATION CO1 = 83.1' CO3 = 83.5' SR CO2 = 83.0' SR C04 = 83.3' MT1 = 79.6' MT2 = 78.6' N"— MT3 = 79.6' N. T. S. NO WATER FOUND 71.6' B.O.H. 4~-r 1y/F �r Muhicipailly at Ahehbrage �r )- NGINE i Development Services bepartmenl =:` Building Safely Division rr,.„. �%« •-« ” On -Bile Wafer and Wastewater program 4, �sVA"%. 4700 South Bragaw St.ROBERT C. COWANF.O. Box 1sssVsoi anchwae.akus9519-6650CE -8801(907) 343-7904'- / / Soils Log - POcoiatioh Test �,,' Performed For: f! 6—VI i n i/l��l�rLS0 � 1 Date Performed: / �6 V 2 Legal Description: 1 -or 4; A L( k--, 2� V (s 7+ g % � Depth 10@ (Feet; 2- 3- 4- 5. -3- 4-5 e O 6- •o 7- p - 9- • r Q io- ,o 12- COMMENTS TN #-3 OrLG�Ics CSM man r - Reading le WAS GROUND WATER /V lO ENCOUNTERED? Net Drop 5 IF YES. AT WI IAT DEPTIO L bepth io Waler Aner ` p D'4^Al Monitoring? /1 Date: wp� man r - Reading le Gross Time Net Time Depth to Water Net Drop l0 /0 0 /0 -5 /0 /0 14' /d 0 33/1,r 5, ff O ^ it � 1/ .r /O /O f 3 �' S' Z,T PERCOLATION (TATE /oV (nYntleswh) rera, FI�L Vum,eren K-71 TEST RUN ©ETWEEN --3 _FT AND P PERFORMED BY: / //LH2!L. V PERFORMED IN ACCORDANCE WITH ALL STATE __CERTIFY THAT THIS TES W ON THIS DATE. DATE: n %`I n 0 S.. .. -. ._..-...._.... .�...-..-..-.�...�..-.. c. ._-.-�.�. .,.v..:-, .,.-- .- 'G .. -. , _..:rte+.. m.. o+. -.� .. .. .. .. ..... _.. ... .... .. . ..... ..._ ` I t �erttf te b ritting � og by DOC CO. dba SULLIVAN WATER WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99567 TELEPHONE 688-2750 OWNER OF LAND: le j sej '00A 17.t;8 Sfri BORE HOLE DATA ADDRESS: LEGAL DESCRIPTION: y (S—f l � �4C) r I ' DATE'-- 0A. ,._ P�RIVI17 .UMBE_R:p 63/6„ DatecAIssub'T w. TA9.7t)tNTIFIC4tfON NUM6ER: � �-�_ I Is well located at approved perrp.it location? Wks U No Method of Drilling ot�ryr` Cable,lool Depth of well: Casing Type ` Wall Thickness o7s� inches . Diameter !, inches, depth �3 S� Vii' feet Liner. Type: Win) t aU Casing Stickup Above Ground- feet Static Water Levels / ry 7 - feet Recover Rate: _.1_—gpm Method of Testing: !qWell Intake Opening Type: O open end open hole Screened,' Staff ;deet tS opped ,a feet ;J Perforations Start feet Stopped feet Grout Type: Volume w01-61. Depth: from O feet, to d 6 feet Well Disinfected Upon Completion? �s O No .. Method of Disinfection: � o.t /#,Qt J`w rr1�r4 CAFS'/,,.)L J i /C_A J p az r Driller's Name 1?4 ATTENTION: It is the responsibility of the property owner to submit a copy of the well log to the proper authority. Municipality of Anchorage: Department of.Health & Human Services and/or Department of Environmental Conservation. Matsu Borough: Department of Environmental Conservation. 11G Date: 1 I �_ 4 nODEnT C. COWAN. m. nOBERTA. SNAFEn. PE. CIVIL ENGINEEnS (907)694-2979 FAX (907) 694-1211 11EAL111AU1110"TY AMMALS Municipality of Anchorage BEWMIWA1En DEPARTMENT OF HEALTH AND HUMAN SERVICES MANEx1ENSIONS 025 L Street P.O. Box 196650 Anchorages Alaska 99519-6650 .SEWEna WA1E11 Nrvrec11a1 �% Q I I, GG� / 4'G • 1� ag 2 � � REFERENCE: � Y ! , ENCINEEMW SIUDIES MMAEPOnt3 The septic inspections for the referenced property were performed on X1-10-037 and 9 -13 -Da . Prior to submitting the On-site Wastewater Disposal System�.. an�d/or ell Inspection Report we are waiting .for the fDra,>l4£ieA s- , to be WELLNSPEC110N STLOWIEST completed. sandy If we may be of further service please contact us. SIIEMANS SincerelyT MADDESIGN Robert C. Cowan, P.E. SOILTESI PETICOlAM" TEST SIRUCIURALS I' LIEC11ANICAL NST'ECHOUS ONSITE WAS1EWAIEn DMPCSALSYSIELI DESIWI 17034 NOnil I EAGLE RIVER LOOP + SUITE 204 • EAGLE RIVER ALASKA 09577 MUNICIPALITY OFANCHORAGE 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 / WATER SUPPLY PERMIT Initial Permit Number: SW020316 Legal Description: EAGLE VISTA BLK 2 LT 4 Design Engineer: 0003 S & S Engineering Owner Name: Kevin Pedersen Owner Address: 23061 Glacier View Dr. Eagle River, AK 99577 - 8110 5 4Fj/3 (S'5P" Date Issued: Aug 29, 2002 Expiration Date: Aug 29, 2003 Parcel ID: 050-711-10 Site Address: Lot Size: 132149 SO. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of. 0 Disposal Field ❑✓ Septic Tank ❑ Holding Tank ❑ Privy All construction must be In accordance with: 1. The attached approved design. ❑✓ Private Well ❑ Water Storage 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: Issued By: Date: 8 ' 30 'yZ Date: 82 D a 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.ek.us (907) 343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 0$b-7// -/D Permit Number SWO20319 Property owners) K e V; r) Pe ode r Se ►1 Day phone DoB 41 ya3 Mailing address (1Q3051 GfaCie)r�/�%ietj btkiye Mailing address (2) Far a/2� Z f. Zip Code Legal description (Lot, Block & Sub'd.) Legal description (Section, Township & Range) Lot Size 132 / qq Acr /Sq.Ft. THIS APPLICATION IS FOR: Number of Bedrooms I/ Sewer Only ❑ Well Only ❑ Sewer and Well Water Storage ❑ Sewer Upgrade ❑ THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 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. 1 8 S ENGINEERING Rive Loop R 17034 Eagle River Loop Road Na 204 (Signature of property owner or authorized agent) Permit Fees: SS -0.0.) Waiver Fees: Date of Payment: `a /'i 3 /d Z- Date of Payment: Receipt Number: 0 A H G 3 f Receipt Number: (Rev. 12/00) nG August 19, 2002 ROBERT C. COWAN, P.E. ROBERTA. SHAFER, PE. CML ENGINEERS (907) 694-2979 FAX (907) 694.1211 a sMDpTM MUNICIPALITY OF ANCHORAGE Development Services Department P.O. Box 196650 Anchorage, AK 99519 SEWERB WATER MAIN EXTENSIONS REFERENCE: Lot 4, Block 2, Eagle Vista Subdivision SEWER&WATER INSPECTION 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. Two test holes were excavated and percolation tests performed. •The approximate location ANoREPORrssT"olEs of the test holes is located on the attached site plan. At the time of excavation 6/20/02, no water was not found. After seven days of monitoring, ground water was not found. We do not anticipate any adverse effects on neighboring wells, septic systems, reserve WELL INSPECTION aFLOWTEST 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 PIANS If you require additional information, please contact us. Sincerely, ROAD DESIGN SOILTEST Robert C. Cowan, P.E. RCC/bj j Enclosure , PERCOLATION TEST STRUCTURAL& MECHANICAL INSPECTIONS ONSITE ' WASTEWATER DISPOSALSYSTEM DESIGN 17034 NORTH EAGLE RIVER LOOP • SURE 204 • EAGLE RIVER, ALASKA 99577 I " = 40' DESIGN SITE -PLAN OF 1> 1 i I71 :U7 A_w Zp-rl rq f emus ��-yc _�.{ �r—� meg «p V• Oar' rrl Il AVO may• O� N dl f I�co = or - CO I� o I etc bo o n 7 00 cn /moi' x v0p uo �\ I Nvoo n Jam. ' o y4 c m X EA m `S 11d/,c�2� d9�d / n I O p x rQ sN\al\Molid / �a o -4 `� n 0�11�i •�1i S06O a g x ��1� o� ,,,r • I rn I ; o� x►J. I v n .Z. b qoL14 L#4 = v 4!�a N r,lov w w Z ��� r -0En tA O I N E „ n I n W 00 o = o ro I Z D p > opal oo� zrri M fTl v I I N < _ I m _ - K D -I O 10' UTILITY —CA 0 --_ YEMENT ----- I —, Z Of o w �✓� V Z+ pm lm0 w.�� '� : •• i�C� �^ T m z- ri.. a :liQ g z C r, : co ono f y i 'ill T� � HIAA �� �•'•� ` � .�, �/� ZINC ��tfC'yf y. •".a T�zh a Municipality of Anchorage NGINE 1 n r t.. t Development Services Department 6' Building Safety Division ,,.. •,• «•»• �r On•Slte Water and Wastewater Program ��� f� ..c 4700 South Bragaw Sl. •'•j""'y C P.O. Box 196650 Anchorage, AK 99519.6650 +s ROBERT COWAN www.cf.anchorane.ak.us yl `^Gsis CE-8601or v (907) 343-7904 /�+ur�� •., `• '� Soils Log - Percola/tion Test Performed For: /L_GN,//' I &,z— 5-0 -�v/• _ Date Performed: Q 0 Legal Description: _ W% }- ,(/G 2 ; �yYj�L� 1// Sy Slope Site Plan Depth (Feet) 1- '• 2- o•' S t 3- a 6. 7- O 8- e WAS GROUND WATER , /^ ENCOUNTERED') /Y V s 1 O-0 IF YES. AT WHAT DEPTH? 0 Depth toWater After P 11- d'� Morinlloring9 (/OILwy�TI— E 12- Dale: 13- 14- Reading Date Gross Time Net Time Depth to Water Net Drop 15- 0 0 16- 10 30 9 yr, It 3" 17- C9 0 f/ 18- so 0 If r 19- 0 0 20- 30 3D 45 PERCOLATION RATE I,(mnulesnnch) PERC HOLE DIAAIETER (p TEST RUN BETWEEN 3 FT MID 4 FT COMMENTS PERFORMED BY: � (�J�(.RtLH Z CERTIFY THAT THIS TEST WA PERFORMED IN ACCOR ANCE WITH ALLSTATE AND MUNICIPA GUID LINES IN EFFECT ON THIS DATE. DATE: h-lrlo •_- r Performed For: ^/( (- Legal Description: GD Depth I OURAtIcs 1- 2- . 3. 4- 5- 6- 7- 8- 9- 10- -5-6- 7-8-9- 10- 00 11- a '. 12- 13- 14- 15- 16- 17- 18- 19- 20- 6M Municipality of Anchorage 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. a nch oraoe. ak.us (907) 343-7904 Soils Log - Percolation Test OF mROBERT C. COWAN I�? `g; t CE -8801 fj\�• eve-z'soA/ Date Performed: —& 'f p C) L 1 Vt06 fG Z' 67tV-U-V1&rA S S Jr Site Plan WAS GROUND WATER ENCOUNTERED? IF YES. AT WHAT DEPTH? Depth to Water After B. d • l4 Monitoring? Date: Reading Date Gross Time Net Time Depth to Water Net Drop 0 b 12 go 4734 3 00 Q 1 30 �?o q'/Z, 7,► h o 0 30 ► z PERCOLATION RATE (minutesAnch) //tK YG KULt L11M1L1tK r' TEST RUN BETWEEN FT AND "r FTT�, COMMENTS Q.� I i ' �'✓ l Ste' �G,/� %/d ��HG %��x! G � /� i PERFORMED BY: / / �Gk xL J I 'YZ� CERTIFY THAT THIS TESJ WAP PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: G/XS/ a 2- S� ROBERTC. COWAN, FE. ROBERTA. SHAFER, P.E. CML ENGINEERS (907) 694-2979 FAX (907) 694-1211 ON-SITE WASTEWATER DISPOSAL SYSTEM HMTHAurnoRTY APPROVALS CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS SEWER&WATER MIUN EXTENSIONS REFERENCE: Lot 4, Block 2, Eagle Vista Subdivision August 19, 2002 SEWER& WATER NSPECTaN GENERAL: 1. The scope of this project includes the installation of a 1300 gallon HDPE septic tank and a drainfield trench to serve the proposed four bedroom ENGNEERtWSTwIES ANDREPORrs 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 WELL INSPECTION &PEOWTEST applicable State and Municipal Wastewater Disposal Regulations. 3. The contractor shall be responsible for obtaining any necessary underground utility locates. SITE PLANS 4. Unless specifically agreed otherwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. ROAnDESIGN 5. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department for system installations. Owners installing their SM MST own systems must also receive prior approval from the Municipal Health Department. SEPTIC TANK INSTALLATION: , PERCOLATION TEST 1. A septic tank is to be constructed by a certified septic tank manufacturer. Construction shall include two 4" cleanouts for pumping access. STRUCTURAL & MECHANICAL INSPECTIONS 2. The septic tank shall be sufficiently bedded to prevent settling or shifting of the tank. ON SITE WASTEWATER DISPOSALSYSTEM DESIGN 17034 NORTH EAGLE RNER LOOP • SUITE 204 • EAGLE RIVER. ALASKA 99577 Page 2 Lot 4, Block 2, Eagle Vista Subdivision August 19, 2002 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 TRENCII/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 4, Block 2, Eagle Vista Subdivision August 19, 2002 MINIMUM 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 Pike 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, Ferneo, or equal). 5. A permeable nontoxic silt barrier (Typar 3401, Miraft 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. 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: Page 4 Lot 4, Block 2, Eagle Vista Subdivision August 19, 2002 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 an}, 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. CONTRACTORIINSTALLER