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Home My WebLink AboutHIGHLAND HILLS #3 BLK 2 LT 12Municipality of Anchorage Community Development Department Page 1 of 2 On -Site Water and Wastewater Program 4700 Elmore St. - P.O. Box 196650 Anchorage, AK 99519-6650 - http://www.muni.org/onsite - (907) 343-7904 ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP141407 PID Number: 050-382-46 F� New 0 Upgrade SHANNON SMILEY & CHRISTOPHER MICHAELES ABSORPTION FIELD F-1 Deep Trench El Shallow Trench F� Bed F1 Mound Address 5V� ,�W WILD MOUNTAIN DRIVE Other Phone ber of Bedrooms Soil Rating Total depth from original grade LEGAL DESCRIPTION Depth to pipe invert from original grade 3.0 Ft. Gravel depth beneath pipe 4.0 Ft. Subdivision Block Lot HIGHLAND HILLS #3 2 12 Fill added above original grade 0 - 5" &*Ft. Gravel length 44-0 Ft. Township Range Section Gravel width 5.0 Ft. Beds: Number of Lines Distance between lines Ft. SEPARATION DISTANCES To Septic Absorption Lift Station Holding Sewer Total absorption area Number of trenches Dist. between trenches From Tank Field Tank Line 440 Ft2 1 Well 135.2 TANK [I Septic El S.T.E,PE3 Holding,2"Other Surface Water 100+ Gal. Material Number of compartments Lot Line 45.8 NA Foundation 46.1 LIFT STATION Manufacturer Capacity Curtain Drain 50+ J�� Gal. Remarks FIELD UPGRADE ONLY Pump on level at High water alarm at P model Electrical Inspections performed by Installer PIPEMATERIAL Housetotank Tank to drainfield 3034 UNKNOWN Drainfield 3034 CO/MT 3034 Inspector PANNONE ENGINEERING SERVICES BENCH MARK (Assumed elevation) 1335ft Inspection dates: 10/6/14 2" 10/6/14 Location and description 3 Id 11/30/15 4tt' — SE BOTTOM HOUSE TRIM COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Engineer's Stamp 0. Conditional Approval: Date Approved Date Awl UPGRADE SEPTIC SYSTEM 1320 1325 TANK SIZE: 1000 G -�D SOIL RATING: 1.2 GPD/SF AREA ROD: 375 SF SYS. TYPE: WIDE TRENCH 4.0' E.D. MIN LENGTH: 37.5 LF TOTAL AREA: 440 SF INSTALLED DIVERTER V LVE' 3 BIR HOUSE WELL EXISTING 1 TANK VERIFIED AT CONDITION AT TIME OF CONSTRUCTION DRIVEWAY Lli \ | {) S^ 'J{} ` WELL LOCATED OVER ZOO'FR �PROPOSE \ \ TE.\ | / NOTES: DV 32.11_ 30.50 Cl 56.8 55.0 REVISED PER MOA HIGHLAND HILLS S/D NO. 3 BLOCK 2 LOT 12 5898 WILD MOUNTAIN DR EAGLE RIVER, AK 99567 COMMENTS 10/18 C2 67-3 52.0 M2 1 68.2 53.07 Lli \ | {) S^ 'J{} ` WELL LOCATED OVER ZOO'FR �PROPOSE \ \ TE.\ | / NOTES: PAMONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 7X 1STING. / RECORD DRAWING �E SE �� /INSTALLED REVISED PER MOA HIGHLAND HILLS S/D NO. 3 BLOCK 2 LOT 12 5898 WILD MOUNTAIN DR EAGLE RIVER, AK 99567 COMMENTS 10/18 P -ILD. N 0 )50-382-4E PERMIT NO. Sheet 2 OF 2 DRAWN: ACP UPGRADED DRAIN FIELDINSTALLED CLEAN OUTS AND MONITORTUBES AT ENDS&S 1995ATTACHEDmiLLJCIO Lli \ | {) S^ 'J{} ` WELL LOCATED OVER ZOO'FR �PROPOSE \ \ TE.\ | / NOTES: PAMONE ENG SVC, LLC P.O. BOX 100217 ANCHORAGE, AK 99510 PHONE (907) 272-8218 FAX (907) 272-8211 OF CE 814 /)?0FESS Dote 07/16/2018 RECORD DRAWING REVISED PER MOA HIGHLAND HILLS S/D NO. 3 BLOCK 2 LOT 12 5898 WILD MOUNTAIN DR EAGLE RIVER, AK 99567 COMMENTS 10/18 P -ILD. N 0 )50-382-4E PERMIT NO. Sheet 2 OF 2 DRAWN: ACP PLAN Municipality of Anchorage Page / of ,:~- DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 · Anchorage. Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: ,~ I,,2 ¢t-/ 0 .3)~/ PIDNumber: Og~'o -- '3~ -- ~ Name: k ~ d-~ ~1 ~ ~ :~:~/ ~'~ ~o/ Wastewater System: ~ New ~ Upgrade Address: ~.~¢ ~ ~6~ ~'7. ABSORPTION FIELD PBone: ~4¢~'3~/(¢ .o. of BCroom,:.. UeeepTrench ~ShallowTrench UBed ~Mound BOther Total Depth from original grade: LEGAL DESCRIPTION ~°""a""~:/. ~ ~;/S,. ,t. ~' _-L°t: ~ Block: ~ ~ ~/¢1//~-- Subdiv~ion:/~' ;/~ J 3eplh to pipe bottom~., from,~original grade: Ft. Gravel depth beneath¢. ~pipe Ft. T°wnship:~ Range: .~ Secti°n:~_ Fill added above original/grade: Ft. Gravel length: ~ ¢' Ft. Number of lines: Distance between lines: WELL: ~ New ~ Upgrade Gr~vel width: ~ Ft. / ~ Ft. Classification (Private, A,B,C): Total Depth: Cased To: Total absorption are~, Pipe material: Driller: D~t~ Drilled: Static Water Level: In~taller: Date installed: I Yield: Pump Set at: Casing Height Above Ground: SEPARATION DISTANCES ~ Septic ~ Holding ~ S.T.E.P. TO Seplic Absorption Lift Holding ~ublic/Private Manufao~urer: Capacity in gallons: From Tank Field Station Tank Sewer Lines ~e ~O 4~O ( '(~/~ /O E~ C~ / Materiah Number of Compa~ments: w~t~ /¢¢ ~//~¢ ~ blF'f STATION ::- biReL°t ,,~ ~ / ~'~ /~ Size in gallons: Manufacturer: /~---~ ~ ~eve~ ~t: / ~P~p o~f" ~e~e~ ~igh ~ater a~arB ~: Foundation /: / -72/, J, "Pump on" :- at: Cu ~tain~raiR >~o/t¢ ~/~¢/¢ ,~k¢~M°del Eleotri0a[ Inspeotions performed by: Remarks: BENCH MARK Location and Description: A~sumed Elevation: Inspections pedormed by:~za~ ~¢, ~,., L.~p D~,~ No; ~88; 1st ~ -/'~ ' ~: Eagle River, Alaska 99577 2nd G -/S .%~ ~ ~ *O,~,T C. COWAN /~¢ Department of Health and Human Sewices~approval ", ~>'-,~ ," ...............'" - ~'' ,¢ Reviewed and approved by: ~~~,~ Date: ~¢~ ~- 1 ~ ',~.-~'-- ~// ~ 72-013 (Rev. 9/91) MOA 25 PERM1? No, SW970514 PAGE 2 OF 2 Hunicip. a(il oF AnchoF'cloe DEPARTMENT OF HEA~TH SERVlC AND HUMAN ES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 eAnchoro, ge, Ahlsk~l 99519-6650mTetephone: 343-4744 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION RI;PORT LEGAL LOT 12, BLOCK 2, HIGHLAND HILLS P.I.D. NO. 050-382-46 NEW 1000 GAL. SEPTIC TANK NEW WELL SHOP FCO ST1 ST2 BBL1 DBL2 __ COll MT1 C02 A B 5.0' 17.0' 20.0' 24.0' 25.0' 27.5' 28,5' 29.5' 29,0' 30.5' 44.0' 50.0' 45,0' 50.0' 46,0' 33.0' DBL1 C02F(ALT' SITE .J EW TRE H LOT 13 ST1 ST~ [~ / 93.4' [] GRADE 8.6'~ NEW ~88.4 8 1000 GAL , 8.% CO1 CnO2RMTldCO1 : 92.3' I '""'¥L~C01 = 88.5' JIC02 = MT = 83.9' & NO WATER FOUND 76.9' B.O.H, PERMIT NO SW970314 PAGE 2 O? 2 · rvluQi~ip,,~_~i~.y_o,¢ AnchoraQe DEPARTMEN/ Oh I-tbAL/H AND HUIWAN SERVICES ENVIRONMENTAL SERVICES DIVISION P.O. Box 196650 ·Anchorage, A~taska 99519-6650· Tetephone, 343-4744 ON-SITE WASTEWATER DISPOSAL :SYSTEM AND/OR WELL INSPECTION REPORT LEGAL LOT 12, BLOCK 2, HIGHLAND HILLS PH.D. NO. 050-382-46 NEW 1000 GAL. SEPTIC TANK NEW WELL SHOP NEW TR FCO ST1 ST2 DELI DEL2 C01 MT1 C02 A B 5,0' 17.0' 20.0' 24,0' 25,0' 27.5' 28,5' 29,5' 29.0' 50.5' 44.0' 50.0' 45.0' 50.0' 46.0' 55.0' DEL1 C02FfALT' SITE LOT 13 ST1 NEW ~4 1000 GAL , CO1 ~88.5', IC02 = 88.4 MT = 83.9' · NO WATER FOUND 76,9' B.0.H. AUG-13-98 THU 02:22 PH FAX ~0, by SULLI VAN WATEI:t WELLS P.O. BOX 670272, CHUGIAK, ALASKA 99567 · TELEPHONE 688-2[759 OWNER OF LAND LEGAL DESCRIPTION PERMIT NUMBER ~'~,O~! ~ Date of Issue TAX INDENTIFICATION NUMBER Is well located at apprcved pe~ location? Method of Drilling: ~ ~otaw ~ cable tool Depth of well: Casing Type ,.?_~4 u Wall Thickness , ~ ~'0 inches Diameter ~ .inches, depth //c~ ~ t~ feet Liner Type: ,~ ,~ ~ ~ Casing Stickup Above Ground: ~ feet Static Water Level (from ground level); [ ~ 0O feet Pumping level: feet after hrs. pumping _ gpm Recover Rate: ! O _gpm Method of Testing: /~ I/~ Well Intake Opening Type: [~ Open End ~pen Hole L~ Screened; Start feet Stopped__ ~feet I~ Perforations Start feet Stopped feet GCout Type: _~7~T'~ ('~¢t,~J'Volume ~'0 /. ~ Depth: from, 0 feet, to ~ feet Pump Intake Depth: feet Pump Size hp Brand Name Well Disinfected Upon Completion? ~'s [~ No Method of Disinfection: Q~/C,~,,,A~,4~ ~-~ ~/~n "'Comments: BORE HOLE OATA DEPTH L, EIVE SEP 9 1998 Munic~palny ct Anchorage 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 ConselYation. ' :' ROBERTC. COWAN, P.E. ROBERTA. SHAFER, P.E. HEALTH AUTHORITY APPROVALS SEWER&WATER MNN EXTENSIONS SEWER & WATER INSPECTION ENGINEERING STUDIES ANDREPORTS WELL iNSPECTION & FLOW TEST SITE PLANS ROAD DESIGN SOIL TESf PERCOLATION rES[ S[RUCTURAL& MECHANICAL INSPECTIONS ONSiTE WASTEWAIER D~SPO~AL SYSTEM DESIGN Municipality of Anchorage DEPARTMENT OF HEALTH AND HUMAN SERVICES 825 L Street P.O. Box 196650 Anchorage, Alaska 99519-6650 CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 JUL 20 1998 un cipality o~ A M · ~.,- ~4,,man Services Dept, b ea~m ~ ,-- The septic insnections for the reference(] property were performed on ~7~¢ and ~/g~ . Prior to s~bmitting the On-site Wa~tew'ater Disposa'l S~stem and/or Well Inspection Report we are waiting for the ~4~ ~d~/~ to be completed. .t'~ ,~,/4 y If we may be of further service please contact us. Sincerely, 17034 NORTH EAGLE RIVER LOOP . SUITE 204 ° EAGLE RIVER, AtJ~SKA 99577 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH AND HUMAN SERVICES P.O. BOX 196650, 825 "L" STREET, ROOM 502 ANCHORAGE, ALASKA 99519-6650 PERMIT NUMBER:SW970314 DESIGN ENGINEER:S & S ENGINEERING OWNER NAME:STENERSON DOUGLAS F & LORRIE B OWNER ~%DDRESS:5350 LARKSPUR ST ANCHORAGE,ALASKA 99507 DATE ISSUED: 9/15/97 ...... EXPIRATION DATE: 9/15/98 PARCEL ID:05038246 LEGAL DESCRIPTION: HIGHLAND HILLS ~3 BLK 2 LT 12 LOT SIZE: 107250 (SQ. FT.) NUMBER OF BEDROOMS: 3 THIS PERMIT: 3 THIS PERMIT IS FOR THE CONSTRUCTION OF: DISPOSAL FIELD /SEPTIC T~LNK / WELL SYSTEM ALL CONSTRUCTION MUST BE IN ACCORDANCE WITH: THE ATTACHED APPROVED DESIGN. ALL REQUIREMENTS SPECIFIED IN ANCHORAGE MUNICIPAL CODE CHAPTERS 15.55 AiqD 15.65 AAID THE STATE OF ALASKA WASTEWATER DISPOSAL REGULATIONS (18AAC72) ~dFD DRINKING WATER REGULATIONS (18A3kC80) . THE ENGINEER MUST NOTIFY DHHS AT LEAST 2 HOURS PRIOR TO EACH INSPECTION. PROVIDE NOTIFICATION BY CALLING 343-4744 ( 24 HOURS ) (NOT REQUIRED FOR WELL ONLY PERMIT) FROM OCTOBER 15 TO APRIL 15 A SUBSURFACE SOIL ABSORPTION SYSTEM UNDER CONSTRUCTION DURING FREEZING WEATHER MUST BE EITHER: A. OPENED AND CLOSED ON THE SANE DAY B. COVERED, SEALED AND HEATED TO PREVENT FREEZING THE FOLLOWING SPECIAL PROVISIONS. SPECIAL PROVISIONS RECEIVED BY: DATE: ROBERT C. COWAN, P,E. HEALTH AUTHORITY APPROVALS SEWER & WATER MAIN EXT Eh,~lO NS SEWER&WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOW TEST S~TE PLANS ROAD DESIGN SOILTEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ONStTE WASTEWATER DISPOSAL SYSTEM DESIGN August 27, 1997 CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services P.O. Box 196650 Anchorage, AK. 99519 REFEP,.ENCE: Lot 12, Block 2, Highland Hills Subdivision Unit No. 3 Request you issue a permit to drill a well and iustall a septic system to serve the proposed three bedroom house on the referenced property. A test hole was excavated and a percolation test pe~5'ormed. The approximate location of the test hole is located on the attached site plan. The monitoCng tube within the test hole has been checked and found to be dry. This prope~' has enough area for a future septic upgrade which can be seen on the attached site plan. We do not anticipate any adverse effects on neighboring wells, septic systems or drainage patterns by the installation of the proposed septic system. If you require additional information, please contact us. Sincerely, RCC/mg Enclosure 17034 NORTH EAGLE RIVER LOOP * SUITE 204 · EAGLE RIVER, ALASKA 99577 MOUNTAIN 0 ~o ~p ( E N G I_i',~F.~ ~ SEAL) , ~. -tL ~ ~ i~,~ P,~z're~.~',~'~ LEGAL DESCRmPTmON:~< I~ [)>~ ~D Township, Range, Section: ---~<~c~~- l SLOPE SITE PLAN Municipality of Anchorage DEPARTMENT OF FIEALTH & HUMAN SERVICES 825 "L' Street, Anchorage, Alaska 99502-0650 SOILS LOG -- PERCOLATION TEST 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 WASGROUND WATER ENCOUNTERED? S IF YES, AT WHAT _~ L DEPTH? ~ ~, pO 9'-/o' q'7 E Deplh to Waler After Monitoring? ~¢-'~ Dale:. ~,o-~ 1-q~" Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE ~ Imlnules/,nch) PERC HOLE DIAMETER TEST RUN BETWEEN ~ FT AND ~-' ~ FT COMMENTS ~" ~° S ENGINEERING . ,- i_ nt .... I ,~..-. O,',,a,,i h.l,~,_ ')1~ v,~ a ~ r~ CERTIFY THAT THIS TEST WAS PERFORMED IN PERFORMED BY: 'i ~,.,$~ r.~,,, , ......... ~ ,,, · .. , 77 ACCORDANCE WITH AC~S~ATe'A~'~ ~[ GU DELINES IN EFFECT ON THIS DATE. DATE: 72-008 (Rev, 4/85) ROBERT C. COWAN, P.E. HEALTH AUTHORITY APPROVALS SEWER&WATER MAIN EXTENSIONS SEWER&WATER INSPECTION ENGINEERING STUDIES AND REPORTS WELL INSPECTION & FLOWTEST SITE PLANS ROAD DESIGN SOIL TEST PERCOLATION TEST STRUCTURAL & MECHANICAL INSPECTIONS ONSITE WASTEWATER DISPOSAL SYSTPM DESIGN ON-SITE WASTEWATER DISPOSAL SYSTEM CONSTRUCTION PRACTICES and MATERIAL SPECIFICATIONS CIVIL ENGINEERS (907) 694-2979 FAX (907) 694-1211 REFERENCE: Lot 12, Block 2, Highland Hills Subdivision Unit No. 3 August 27, 1997 GENERAL: The scope of this project includes the installation of a 1000 gallon septic tank and a five foot wide drainfield to serve the proposed three bedroom residence fol' the referenced property. Construction shall be in accordance with the approved site plan and design drawings, Municipal permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. The contractor shall be responsible for obtaining any necessary underground utility locates. Unless specifically agreed otheiwise, the property owner shall be responsible for final grading areas subsequently depressed from soil settling. On all leachfietd mound systems, the property owner shall be responsible for ensuring a satisfacto~7 vegetation growth over the mounded area. Contractors installing wastewater disposal systems must be certified by the Municipal Health Department fol' system installations. Owners installing theh' 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. The septic tank shall be sufficiently bedded to prevent sealing o1' slfiffing of the tank. All standpipes on the septic tank shall extend a minimum of 12 inches above final sade. 17034 NORTH EAGLE RIVER LOOP · SUITE 204 · EAGLE RIVER, ALASKA 99577 Page Two Lot 12, Block 2, Highland Hills Subdivision Unit No. 3 August 27, 1997 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 them shall be two adjacent cleanouts (unless an effluent pumping system exists within the septic tank). These cleanouts shall be located on undisturbed soil not mom than 10 ft. from the tank. The fkst cleanout, in line, shall be to clean toward the leachfield. The second cleanout shall be to clean toward the septic tank. Final grading over the septic tank shall be such that a positive slope exists away from the septic tank. ABSORPTION TRENCH/DRAEXlFIELD 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) betbre gravel (sewer rock) placement. Once the gravel is installed, the distribution pipe is to be installed level with the perforations faced downward. Gravel is then to be placed over the distribution pipe to provide a minimum of 2 inches of cover over the pipe. A silt barrier must be installed between the final gravel layer and the native soil backfill. Ensure the silt barrier covers the entire gravel surface before placing baclcfill. 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. Bacldill 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 folmation of a depression after settling. MINIMUM IVlATERIAL SPECH*ICATIONS: 1. Any septic tank proposed for installation must be constructed by a Mmficipally approved septic tm~k manufacturer. Page Three Lot 12, Block 2, Highland Hills SubdMsion Unit No. 3 August 27, 1997 The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Type of Pipe PeiTorated Solid Cast Iron Yes Yes AS~INI 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. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Company Styrofoam H/or equal). Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). A permeable nontoxic silt barrier (Typar 3401, Mirafi 140N, or equal) must be installed between the final leacltield gravel layer and the native soil baclcfil[. All leachfield gravel (sewer rock) shall be 0.5"-2.5" screened gravel with less than 3% passing the #200 sieve. When sand is being used as a filter matefialj its gradation specifications must conform to current M.O.A. or D.E.C. requk~ements, which ever applies. INSPECTIONS: Typically there will be a nfinimum of three (3) inspections required dining 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 tiffs inspection. The second inspection must be conducted after the placement of the silt bmTier, 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. Page Four Lot 12, Block 2, Highland Hills Subdivision Unit No. 3 August 27, 1997 Often there will be more than these 3 inspections requh'ed. 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 necessmy, 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/OWNER