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Home My WebLink AboutBOULDER SPRINGS LT 32PERMIT NO: SW06 RECORD DRAWING P.I.D. NO: 015-161-79 WATER & WASTEWATER SYSTEM LOT 32 BOULDER SPRINGS S/D I __,~' '~'o~'. '~' ~' I ~ / ~/ I~ / ! . ~ , _ , ., m~ / ~~_ ~ E:L ~ ~, WELL ~D~LOPED ~ I NEW WELL ~ ~ X~ / --~1~' "OWELLSO. SE~C~WaN I ~ X~ / I~/~~ / / ~ 100 ~ OF PROPOSED~ELL ~ ~ ~ / / ~*-. - ~ ~ ~ OR SEPTIC SYSTEM ~ j ~ ~ ~ ~ ~~ ...... ~ / ~ -; , // k ~ / ~ / X~'~~~~,~'~'~i - , I ~ ~IS~G STEP TANK IV/~V~T~~/~'~ ~ ~ &AUXJ P~PVAULT~ I k'"z ~~ ~ ~J ~',~ I ~'~ A. ~ ', 2 'a~CHES, 3o LF ~Ca~~~ ~/ /~~~ 15~x0.5'ED, O.5~D ¢~~~~ ~ ~ /~ ~o~ :~ou.~ov..s~s~.u ~/- ~ / / ~z~~~ I S"TOPSO~L~DSEED~ ~/ ~ I ~ ~/ '~ 2 ~ENCHI S, ~3.5 LF ~EST) & ~.5LF (~ ~ ~IST'G SEP~CS i ~ n~ 5~.5'ED, 0~ ~~~_ ~ 15% ~- ~' .~, )T UND~LOPE9 - ~ LOT DEVELOPED i LOT D~EL~ED ~ I ~ LOT &~ELOPED LOT UNDE~LOPE9 3 WELLS OR SEPTICS I NO WELLS OR SEPTICS I NO WELLS ~R SEPTICS I NO W~LLS OR SE~ICS NO WELLS ~ SEPTI~ YIN 100 FE~ I I W/IN 100 FEET W/IN 100 F~ET I W/IN 1~0 FEET W/N 100 FEE~ ~a. NOTES: 3) Maintain 10' separation 5) SITE P~N FROM ~ ~ OF ..... ~- ~'~-~ ~. 1) All work shall be performed in to all lot lines. AS-BUILT SURVEY BY ~,~., ............. ,.,~6~. accordance with AMC15.55. ~NG & ASSOCIATES ON ~ ~,' ~ ',,~ ~ 4) Fieldlocate&veri~ 11/18/2010. SEE ~ ~ ~H ~ ~'~ 2) Materials used shall be in separation distan~sto A~ACHED. ~ : ~ ..... ~ a~ordance with those specified in exist'g septic system to the AMC15.55, south. ~.~ PREPARED FOR: PANNONE ENG. SVC, LLC ~ ~ ~ ~ ~ Mr. Rod Schuh ~;~ c. ~4~ /~ ~ P.o. BOX ~002~7 ~ ~ -. . . ~ . 10000 Cobra Street ~. ~'..Z ~/.~ ~..- ~_Z ANCHORAGE, ALAS~ 9951 .~'r~ ...... t" ~ Anchorage, AK 99516 -e2u ~: .......... ~v .-- 272-8218 P, 272-8211 Fax ,,,~E~**~ ~4~-~9~ ~~ DATE: 12/9/10 PLAN ~AI D' 1"=~' PERMIT NO: P.I.D. NO: 015-161-79 RECORD DRAWING DETAILS WASTEWATER ABSORPTION SYSTEM LOT 32 BOULDER SPRINGS S/D UJ Z O UJ 38~1 ~OIINOR 38Ai ~OIINOR 5 UJ 3qOHNYR 3~OHNVR lno N~/3q3 ±no NV3q3 NOII¥ONnOH I I Jxrj PREPARED FOR: Mr. Rod Schuh 10000 Cobra Street Anchorage, AK 99516 346-3983 Pannone Eng. Svc., LLC P. O. BOX 100217 ANCHORAGE, ALASKA 99510 272-8218 P 272-8211 FAX DATE: 12/9/10 NOT TO SCALE DETAILS PERMIT NO: SW06 RECORD DETAILS WASTEWATER ABSORPTION SYSTEM LOT 32 BOULDER SPRINGS S/D P.I.D. NO: 015-161-79 120 DISCHARGE PUMP BASIN ~ DESIGN CALCULATIONS Number of Bedrooms - 4 Total Bedrooms -4 Design flow- 150 gal/bdday, Total flow - 600g/day TANK SIZE: 1500 gallon Advantex tank SOIL ABSORPTION SIZE: Advantex Sewer System AX20 Pod - Class III System Perc Rate= 30-60 min/inch Application Rate= 2 GPD/SF Size Required= 600 GPD/2 GPD/SF = 300 SF Used 5-Wide Trench, 0.5' effective 68' Long by 5' Wide 68 LF x 5' x 0.5' = 340 SF Total PREPARED FOR: Rod Schuh 10000 Cobra Street Anchorage, AK 99516 (907) 346-3983 PANNONE ENG. SVC. P. O. BOX 102954 ANCHORAGE, ALASKA 99510 272-8218 PHONE & FAX DATE: 12-9-10 ~ NOT TO ,C;CAI F 1 CALCULATIONS LOT 16 I .... I_ 0.0o: I \ ? 48,821 S.F. LOT 31 TRACT A 1 /1~TEMPORARY 10' PUBLIC /[ USE EASEMENT N 89'59', 159.52' ] I I TRAILS END SUBDIVlSION I I I LOT 11 I LOT 12 I LOT 13 J PLOT PLAN __ AS BUILT ~ SCALE 1" = 50' GRID SW 2641 Project No. 10-221 Long (90.7) 522-6476 Registered Land Surveyors (907)522-4625 kglanglsOalaska.nef / JclanglsOalaska.nef & Associates, inc. 115oo Daryl Avenue, Anchorage, Alaska 99515-3049 Phone Fax I hereby certify that I have surveyed the following described properly: LOT 32, BOULDER SPRINGS SUBDIVISION (PLAT No. 72-109) Anchorage Recording District, Alaska, and fhaf the Improvements slfuafed thereon are within the property lines and do not encroach onto the property adjacent thereto, that no improvements on the properly lying adjacent thereto enaroach on the surveyed premises and fhaf there are no roadways, fransmisslon lines or other visible easemenf~ on said properly except as Indicated hereon. Dated this the 1~'¢h Day of /~O~r~e-~- , ?-~/.~ , af Anchorage, Alaska It is the responslbilih/ of the owner fo determine the existence of any easements, covenants, or re~drl~-fiona whleh do nat aflrs~nr nn +h~ ~-~nn~Ylad elikdlvl.l,~. ~1~1 MUNICIPALITY OF ANCHORAGE Development Sen/ices Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK gg519-6650 (907) 343-7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Renewal Date Issued: Nov 17, 2009 Expiration Date: Nov 17, 2010 Permit Number: SW090234 Legal Description: BOULDER SPRINGS LOT 32 Design Engineer: 0062 PANNONE ENGINEERING SERVI( Owner Name: RODNEY SCHUH Owner Address: 10000 COBRA STREET ANCHORAGE, AK 99507- Parcel ID: 015-161-79 Site Address: 11100 BOULDER CIRCLE Lot Size: 48821 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 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. Ail 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 dudng freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 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 www.muni.org/onsite (907) 343-7904 ON-SITE SEWER/VVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. (.~! 5- / ~' (" -~' C~ Property owner(s) Mr. Rod Schuh Mailing address10000 Cobra Drive Site address 11100 Cobra Ddve, Anch Legal description (Sub'd., Block & Lot) Lot 32 Boulder Spdn.qs Legal description (Township, Range & Section) Lot Size 48,821 Sq. Ft. Day. phone 346.3983 Zip Code 99516 Zip Code 99516 Number of Bedrooms 4 THIS APPLICATION IS FOR ([] all that apply): Absorption Field [] Septic Tank ~ Holding Tank [] Privy [] Private Well [] Water Storage [] THIS APPLICATION IS AN: Initial [] Upgrade [] Renewal [] 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. Pannone Engineering Services, LLC, ~ (Signature of property owner er authorized agent) Permit/Rush Fees: Date of Payment: Receipt Number: (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number: Pannone En§ineerin§ Services LLC Steven R. Pannone, Principal Re§istered Professional Engineer E-maih ~teve~oanenRak.com November 12, 2009 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 S. Bragaw Street Anchorage, Alaska 99519 Ladies and Gentlemen: I am writin§ to request a permit to construct a new well and septic system be issued for this property. The proposed systems will serve a new four-bedroom house. Currently the lot is undeveloped. The surrounding lots are served by private water systems and are over 100 feet from the proposed soil absorption system. Soils. See the attached soils log. Ground water was monitored for 17 days. Ground water was monitored at a depth 4.5 feet below ground level on October 15, 2008 in TH3 after the monitoring period. Bedrock was not encountered in the test hole. It is my opinion that the overall soils appearance of the soils, an application rate of 2 gallons/day/square feet should be used using a Class III advanced treatment system (Advantex AX20 Treatment System with an Auxiliary Pump Vault). 2. Trench Design. a. Percolation Rate: 30 to 60 Min Per Inch b. Application Rate: 2.0gpdpsf c. Number of Bedrooms: 4 d. Design Flow: 600 gallons per day e. Min. Absorption Area: 300 sf f. Totaldepth: 0.5 feet g. Effective Depth: 0.5 feet h. Width: 5 feet i. Reduction Factor: 0.0 j. Minimum Length: 60feet k. Design Length: 60 feet I. Effective Absorption Area: 30Osf m. Septic Tank Size: 1500 gallon STEP W/Advantex AX20 Pod Mailing: P.O. Box 102954, Anchorage, AK 99510-29S4 Physical: 11301 Olive Lane, Anchorage, AK 99515 Telephone: (907) 272-8218 FAX: (907) 272-8211 Page 2 of 2 3. Surface Water: There is no surface water within 100 feet of the proposed system. The proposed systems will maintain at least 100 feet from all surface water and drainage ditches. 4. Topography: The average topography in the area of the proposed septic system is approximately 10 to 20 percent. The lot steepens to the east to 25%. The proposed system will be installed in the southeast corner of the lot. The area west of the septic system slopes gently at 5 to 3.0 percent, and then drops off to the neighboring lot at approximately 3.5 to 20 percent. The proposed installation will be greater than 50 feet from the shoulder of the steep slopes. The proposed installation will not affect the future development of the surrounding or existing lots. There are no wells or septic systems within 3.00 feet of the proposed septic location. If you have any questions or concerns, please contact me at 272-823.8. Sincerely, Steven R. Pannone, P.E. Owner/Civil Engineer Attachments: Mailing: P.O. Box 3.00217, Anchorage, AK 99510-0227 Physical: 3.3.301 Olive Lane, Anchorage, AK 99515 Telephone: (907) 272-8218 FAX: (907) 272-82:[1 PERMIT NO: SW06 DESIGN DRAWING P.I.D. NO: 015-161-79 WATER & WASTEWATER SYSTEM LOT 32 BOULDER SPRINGS S/D ..._.__~o,-.,~. /' I / i ~ Z ~. .eO' i I '"°' ~ I / / \ <:r_ ....... .~ ,~.~,,~ I ~oo'-- ,,~ O~L~SE~C~ I NO~SORSE~ NO~ORSE~ m m NO ~SE~ NO~S~SE~ m FE~ m m W~N f~FEET W~N ~:~:~ NOTES: 3, Main,in 10' separation 1)~lworkshallbe~ormed~ . to all lot lines. ee~ a~ordance with AMC15.55. ~xW .. .... "". ~ e' 4) Field ~te & verW ~ ~ ~ ~ ~) Maferials us~ shall be ~ separation distances to 49~ ~ ~ ~ a~ordancewi~thoses~ci~ In exist'gsepticswtemto~e ~~.........~~.....~. .................. .~*-..~ AMC15.55. sou~. ~_..~..........~ PREPARED FOR: PANNONE ENG. SVC. LLC Mr. R~ Schuh P, O. BOX 100217 ~%_~,i~ ,. ~ ~~49 ./~-~' 1~ Cobra S~eet ANCHORAGE, A~S~ 99510 ee~ ;"'h~:;.,. "~ 346-3983 I I PERMIT NO: DESIGN DRAWING DETAILS P.i.D. NO:O~-,6t-~ WASTE-WATER ABSORPTION SYSTEM LOT 32 BOULDER SPRINGS S/D PREPARED FOR: Mr, Rod Schuh 10000 Cobra Street Anchorage, AK 99516 346-3983 I.tJ Pannone Eng. Svc., LLC P. O. BOX 100217 ANCHORAGE, ALASKA 99510 272-8218 P 272-8211 FAX DATE: 11/12/09 ~ DETAILS NOT T(3 REAl F ! PERMIT NO: SW06 DESIGN DETAILS WASTEWATER ABSORPTION SYSTEM LOT 32 BOULDER SPRINGS S/D P.I.D. NO: 015-161.79 120 DESIGN CALCULATIONS Number of Bedrooms - 4 Total Bedrooms -4 Design flow - 150 gal/brlday, Total flow - 600g/day TANK SIZE: 1500 gallon Advantex tank SOIL ABSORPTION SIZE: Advantex Sewer System AX20 Pod - Class III System Perc Rate= 30-60 min/inch Application Rate= 2 GPD/SF Size Required= 600 GPD/2 GPD/SF = 300 SF Use 5-Wide Trench, 0.5' effective 60' Long by 5' Wide 60 LF x 5' x 0.5' = 300 SF Total PREPARED FOR: Rod Schuh 10000 Cobra Street Anchorage, AK 99516 (907) 346-3983 PANNONE ENG. SVC. P. O. BOX 102954 ANCHORAGE, ALASKA 99510 272-8218 PHONE & FAX DATE: 12-4-06 NOT TO SCALE CALCULATIONS PERFORMED FOR: LEGAL DESCRIPTION: TEST HOLE 1 OR ML! GM SM] BOll SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907) 272-8218 Rod Schuh DATE PERFORMED: 11-12-06 Lot 32 Boulder Springs S/D SLOPE Organic/Peat Brown Silt Silty Gravel w Water ~ 6fl Silty Gravel to Silty Sand ~md Gravel TEST HOLI WAS GROUND WATER ENCOUNTERED? .yes IF YES, AT WHAT DEPTH? -6ft DEPTH TO WATER AFTER MONITORING? -5.7 DATE: 11/29/06 10/15/08 -5.7' 12/08/08 -6.3' SLOPE TEST HOLE DE I:q'l I OF NET WATER DROP · 5.11 .... 5.72 0,61 5.17 .... 5.72 0,65 5.16 5.73 0.57 PEROLATION RATE 52.2 (min/inch) PERC HOLE DIAMETER 6 inches TEST RUN AT 2.Sft TO 3.Sft. COMMENTS: Test hole excavated by Owner. Test Hole was presoaked before perc 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. PERFORMED FOR: LEGAL DESCRIPTION: TEST HOLE 2 OR BOH SOILS LOG - PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907) 272-8218 Rod SChuh DATE PERFORMED: 11-12-06 Lot 32 Boulder Springs S/D SLOPE Organics Brown Silt to Silty w/Gravel TEST HOI2 WAS GROUND WATER ENCOUNTERED? NO IF YES, AT WtlAT DEPTH? -N/A- DEPTll TO WATER AFTER MONITORING? -6.3 DATE: 11-29-06 10115108 -5.6' I2/08/08 -5.6' SLOPE TEST HOLE I PEROLATION RATE 1 lS {min/inch) PERC HOLE DIAMETER 6 inches TEST RUN AT 4ft TO 5ft. COMMENTS: Test hole excavated by Owner. Test Hole was presoaked before perc 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. SOILS LOG * PERCOLATION TEST PANNONE ENGINEERING SERVICES P.O. BOX 102954 ANCHORAGE, AK 99510 (907} 272-8218 PERFORMED FOR: Rod Shuh LEGAL DESCRIPTION: Lot 32 Boulder Springs S/D TEST HOLE 3 SLOPE F Fill OR Organic Lt. Brown Silt Gray Gravel and Silt Mix w/Some Sand Doniker in Hole Silty Sand Gray ML GM SM BOll TEST HOLI DATE PERFORMED: 11-12-06 A WAS GROUNDWATER ENCOUNTERED? NO IF YES, AT WIIAT DE[VI'it? -N/A- DEPTH TO WATER AFTER MONITORING? -5.5 DATE: 11/29/06 10/15/08 -4,5' 12/08/08 -4.5' SLOPE DEPTH OF NET WATER DROP 5.38 .... 5.89 0.51 4.98 .... 5.50 0.52 5.01 .... 5.53 0.52 PEROLATION RATE 57.7 [min/inchl PERC HOLE DIAMETER 6 inches TEST RUN AT 3.5ft TO 4.5ft. COMMENTS: Test hole excavated by Owner. Test Hole was presoaked before perc test. PERFORMED BY: Steven R. Pannone, P.E. I CERTIFY TItAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL OUIDLINES IN EFFECT ON THE DATE OF THIS TEST. SANITARY SEWER SYSTEM STANDARD SPECIFICATIONS ADVANTEX SYSTEM Part I GENERAL 1.Ol DESCRIPTION. Provide all labor, equipment, material, and supervision to complete the sewage disposal system for a Four {4) bedroom single family house including, but not limited to, sewer pipe, septic tank, drain field, and all required fittings and appurtenances in accordance with the drawings and specifications. Contractor shall be MOA certified to install conventional, on-site wastewater disposal systems. 1.03 RESPONSIBILITY A. Owner 1, The Owner shall contract with the Contractor to perform the work described in these specification and the accompanying Drawings in accordance with the attached MOA On-Site Department Permit, There is no contractual relationship between the Contractor and the Engineer. The Engineer shall inspect the work as required by MOA On-Site Department, so as to document the installation. Final acceptance of the Contractors work rests with the Owner and the MOA On-Site Department. 2, The Owner shall notify the Engineer of any conditions that are known that will affect the design or installation of the septic system, to include locations of drains, utilities, water wells, property corners, subsurface anomalies or know hazards. B. Engineer 1. The Engineer is responsible for inspecting the installation of the septic system arid preparing Record Drawings that document the installation to the satisfaction of the MOA On-Site Department. Inspections are performed as necessary to document the construction of the system to the satisfaction of the MOA On-site Department. In all cases, inspection shall be performed as necessary to establish the following: · The Original grade at the drain fields and site · The bottom of all excavations for drain fields · Top of sand on all sand filters · Top of drain pipe · Septic tank, lift station or holding tank prior to back filling · Placement of filter fabric and insulation · After final grading and seeding is complete. 2. The inspecting Engineer has no direct authority over the contractor's activities or construction/safety practices. Should the Engineer identify conditions which dictate a design change, they will recommend that the work be stopped and/or the design modified. If a design modification is necessary, the engineer shall notify the property Owner or his/her representative. The inspecting Engineer does not have the authority to direct the contractor to modify the system design in such a way that it would be in violation of state or MOA regulations. Page 2 of 8 C. Contractor 1. Pre-construction lay-out. The Contractor is responsible for locating all buried utilities, casements, property lines, surface water setbacks, well radii and water service lines which may been encroaching upon the proposed septic system. The Contractor shall ensure that all setbacks are cleady marked and flagged by a Registered Land Surveyor, or other appropriate means prior to construction. PES field inspectors/engineers will not be responsible for establishing or confirming any of the aforementioned setbacks. 2. Discrepancy Between Deign Drawings and Specifications: Construction shall be in accordance with the approved site plan, design drawings and any special conditions noted on the MOA On-Site Department Sewer Permit. The Contractor is responsible to notify the Engineer of any discrepancies noted on the design plans or drawings prior to starting work. Failure to notify the Engineer prior to starting work may void the Contractors claim for additional compensation. 1.04 REFERENCES. A. American Society of Testing and Materials (ASTM) 1. ASTM C177 - Test Method for Steady-State Heat Flux Measurements and Thermal Transmission Properties by Means of the Guarded-Hot-Plate 2. ASTM C272 - Test Method for Water Absorption of Core Materials for Structural Sandwich Constructions 3. ASTM C518 - Test Method for Steady-State Heat Flux Measurements and Thermal Transmission Properties by Means of the Heat Flow Meter Apparatus 4. ASTM D2241 - Standard Specification for PVC Pressure Rated Pipe 5. ASTM D638- Test Method for Tensile Properties of Plastic 6. ASTM D696 - Test Method for Coefficient of Linear Thermal Expansion of Plastics 7. ASTM D792 - Test Methods for Density and Specific Gravity (Relative Density) of Plastics by Displacement 8. ASTM D1505 - Test Method for Density of Plastics by the Density-Gradient Technique 9. ASTM D1621 - Test Method for Compressive Properties of Rigid Cellular Plastics 10. ASTM D1622 - Test Method for Apparent Density of Rigid Cellular Plastics 11. ASTM D1785 - Specification for Poly (Vinyl Chloride) (PVC) Plastic Pipe, Schedules 40, 80, and 120 12. ASTM D2240 - Test Method for Rubber PrepertyCDurometer Hardness 13. ASTM D2842 - Test Method for Water Absorption of Rigid Cellular Plastics 14. ASTM D2856 - Test Method for Open-Cell Content of Rigid Cellular Plastics by the Air Pycnometer 15. ASTM D3034 - Specification for Type PSM (PVC) Sewer Pipe and Fittings 16. ASTM D3350 - Specification for Polyethylene Plastics Pipe and Fittings Material 17. ASTM F789 - Specification for Type PS-46 PVC Plastic Gravity Flow Sewer Pipe. B. Municipality of Anchorage, On-Site Wate'r & Wastewater Department (MOA Onsite) 1. Anchorage Municipal Code (AMC) 15.65 Wastewater Disposal 2. 'On-Site"Wastewaterlnstallers Manual. 3. Municipality of Anchorage Standard Specification (MASS) C. International Conference of Building Officials (ICBO) 1997 Uniform Plumbing Code C:\Work\Specifications\Septic Specs Advantex System.doc (12/9/06) Page 3 of 8 1.04 SUBMITTALS. The Contractor shall submit their MOA ONSITE Certified Installer certificate and number along with the date of class and expiration date prior to installation of system. The Contractor shall provide shop drawings that indicate construction and configuration of septic tank and soil absorption system. After the complete system is installed, the Contractor shall submit unqualified as-built drawings and certificates on MOA ONSITE approved forms to the Engineer for approval to Operate. The Contractor shall record survey notes and submit these with the As-builts. Ail field joint locations shall be noted on the as-built drawings. 1.04 SOILS REPORT.' Pannone Engineering Services, LLC, conducted a soils investigation. The investigation can be found attached to the Drawings. Part 2 MATERIALS 2.01 BEDDING. Bedding shall conform to MASS Section 20.11 Furnish Bedding Material, Class B Bedding. 2.02 SAND. Filter Sand shall conform to MASS section 20.12 Furnish Filter Material, Type A Filter Sand. 2.03 GRAVITY SEWER PIPE. Pipe shall Schedule 3034 PVC plastic pipes. 2.04 PRESSURIZED SEWER PIPE. Pressurized line from the septic tank to the drain field shall be 3034 PVC pipe of the size specified on the drawings. Pressurized distribution line used in the soil absorption system shall be 3034 PVC pipe of the size specified on the drawings. The pipe shall be perforated with 1/8" diameter holes spaced at 30 inches on center along the length of the distribution pipe. 2.05 SEPTIC TANK. The septic tank shall be a S.T.E.P. (Septic Tank with Effluent Pump) Tank. The S.T.E.P. tank shall be a cylindrical welded steel tank, constructed with No. 10 U.S. gauge (.135 inch thick) material, with an operating capacity of 1500 gallons. The tank shall be a two- compartment design constructed in accordance with the 1997 Uniform Plumbing Code, and fabricated to the approximate dimensions as shown on Drawings. Tanks of alternate dimensions but equal capacity may be approved at the discretion of the Engineer. The septic tank shall be manufactured by Anchorage Tank and Welding or approved equal. The tank shall have a minimum of two access clean-outs, one over the inlet and one over the outlet. The lift station access shall have an opening of a minimum of 18-inch diameter. The inlet pipe opening shall be Schedule 40 steel in the location shown on Drawings. The inlet shall be baffled as shown or as approved by the Engineer. The inlet baffle shall penetrate 6 inches below the liquid level in the tank. C:\Work\Specifications\Septic Specs Advantex System.d(~c (12/9/06) Page 4 of 8 Lifting lugs shall be attached to the top of the tank for ease in handling. All steel structural members shall be jointed by electdc arc welding with fillets of adequate section for the joints involved. Welds shall be continuous inside and out, ensuring a watertight tank. Pipe passing through tank walls shall be welded on both sides for a watertight fitting. After welding, all inside and outside surfaces of the tank shall be sandblasted to remove rust, weld flux, oil, and other foreign material. Weld splatter and surface roughness shall be removed by grinding. Immediately after cleaning all metal surfaces shall be protected from corrosion by using Hi- Build Cold Tar Pitch, fl46-465 or approved equal. The exterior shall be treated with one coat and the interior shall be treated with two coats. Coating applications shall follow the manufacturer recommended procedures. The lift station portion of the tank shall have a working volume of 250 gallons. The pump floats shall be set to pump a minimum of 150 gallons per cycle. Pump shall be an Orenco Model P2005, 25 GPM at 65 feet TDH with a Simplex Model A-1 Control Panel or approved equal. 2,06 EFFLUENT PUMPING ASSEMBLY, CONTROLS, ALARM & PIPING: A. Effluent pumping assembly shall be of approved materials, including: A 110 volt or equal UL listed effluent pump; High-density PVC cylinder housing the pump, with level controls and screen, serving as a baffle to prevent the screen from clogging; All piping shall be PVC or other non corroding material approved by the MOA. B. Pump controls and alarm system shall be an approved system with the following options: a. Event Counter b. Elapsed Time Meter c. Program Timer d. 10 Watt Heater e. Remote alarm panel option with a minimum of 80 dB sound pressure at 24 inches, operating temperature 30 AC to 65 AC, and continuous sound to be located in the house. f. Oil tight visual alarm with push-to-silence feature. Automatic audio alarm reset. g. 15 amp motor rated toggle switch, double pole, double throw with three positions; Manual (man), Automatic (auto), and off. h. Nema 4x rated fiberglass enclosure with hinged cover, or equal. i. All controls to be installed per manufactures instructions. C. Control panel to be installed on outside wall of home within sight of septic/lift station. D. Piping from septic tank to the trickle filter is to be 1%" PVC schedule 40 solvent weld piping properly bedded and sloped to drain back to the lift station. Insulation board shall be placed over the line where the cover is less than four feet. 2.07 TRICKLE FILTER A. Trickle Filter Pod shall be AX20 manufactured by Orenco Systems Inc. and distributed by Anchorage Tank & Welding. B. Install all materials according to manufacturers instructions and in accordance with MOA regulations. C:\Work\Specifications\Septic Specs Advantex System.doc (12/9/06) Page 5 of 8 2.08 A. AUXILIARY PUMP VAULT Auxiliary Pump assembly shall be of approved materials, including: A 110 volt or equal UL listed effluent pump; High-density PVC cylinder housing the pump, with level controls and screen, serving as a baffle to prevent the screen from clogging; All piping shall be PVC or other non corroding material approved by the MOA. Pump controls and alarm system shall be an approved system and manufactured by Orenco. Control panel to be installed on outside wall of home within sight of Pump Vault. Piping from Pump Vault to the Soil Absorption System is to be 1%" PVC schedule 40 solvent weld piping properly bedded and sloped to drain back to the Pump Vault. Insulation board shall be placed over the line where the cover is less than four feet. 2.09 SOIL ABSORPTION SYSTEM. All material used in the soil absorption system shall be approved for their intended use by MOA Onsite and shall be in conformance with the Standard Specification for Component Pads and Materfals Used in Construction of On-Site Wastewater Disposal Systems approved by the MOA Onsite Department on January 1991. Gravel to be used in the soil absorption system shall conform to MASS Filter Material as specified under Section 20.12, Furnish Filter Material, Type C. Clean-out pipes and monitor tubes shall be 3034 PVC solid pipe with the bottom six inches slotted. Clean-out caps shall be rubber "Jim Caps" securable with adjustable metal bands. Friction fit caps will not be accepted. Filter Fabric shall be woven or felted fabric, or approved equal that meets the MOA Standard Specifications. 2.10 RIGID INSULATION. Rigid insulation polystyrene material meeting the following criteria: shall be rigid board extruded or expanded Density: 2 PCF minimum Compressive Strength: 35 psi minimum at 5% yield per ASTM D1621 Water Absorption: 0.25% by volume, maximum per ASTM C272 Thermal Conductivity: 0.23 BTU-in/°F-ft2-Hr, per ASTM C177 Part 3 CONSTRUCTION 3.01 ' GENERAL. All construction shall be installed as specified in the most current edition of the MOA Onsite Regulations (AMC 15.65), the most current edition of the MOA Onsite Installer's Manual, and these Special Provisions. The Contractor shall restore all disturbed property, including drainage swales, which were disturbed due to construction activities for this item to preconstruction condition or better. Maintain a minimum of 36 inches of vertical separation between any storm sewer (storm drain or footing drain) and water line (mains or services) or sanitary sewer (mains or services). If 36-inch C:\Work\Specifications\Septic Specs Advantex System.doc (12/9/06) Page 6 of 8 separation cannot be maintained, install a minimum 4-inch thick insulation buffer between the sewer and lines. Maintain a minimum of 11 feet horizontal and 18 inches vertical separation between water and sanitary or storm sewer mains and services. Sanitary and storm sewer pipe joints shall be placed at least 9 feet from and waterline crossing. Sanitary Sewer Services shall be placed no closer than: 100 feet to any private well, 15 feet horizontally measured to any fire hydrant or fire hydrant leg; 10 feet horizontally measured to any water main, water service, storm sewer, footing drain, street light, transformer pad, electrical/telephone/cable box; 5 feet horizontally measured to any side lot line. The Contractor shall relocate any sewer service connections installed with less than minimum measured distances prior to final inspection and at no cost to the Department. 3.01 LOCATIONS AND GRADES, The Contractor shall verify and record the horizontal and vertical locations of all utilities encountered in the field and record any changes on the Contractor Record Drawings. The contractor shall hire or employ a Registered Land Surveyor to stake the location of the septic tank, drain fields, property lines, well, 100' well radius, ten-foot property line setbacks, or any other required feature. Failure to properly stake these locations shall be at the risk of the Contractor and shall be responsible if the required distances are not met. The septic tank shall be placed at the locations and elevations as shown on the Drawings. The tank shall be set level to a tolerance of plus or minus 0.05 feet from end to end. The drain field shall be placed in the location shown on the Drawing, with minor adjustments allowed to minimize excavation and accommodate the existing terrain. The drain field piping shall remain level over the length of the drain field. The drain field shall be constructed entirely within 30 feet of the test holes shown on the drawings. Contact the Engineer immediately if the drain field cannot be installed in the location shown on the plans. 3.02 EXCAVATION. Water Removal: Ground water may be expected in the limits of excavation as evidenced by the soil test pit information. If an apparent water table is observed in any of the excavations less than 5 feet below existing grade, notify the engineer immediately. The Contractor shall develop a dewatedng plan and submit it to the Engineer, MOA Building Safety for approval before beginning construction. The Contractor is responsible for all dewatering activities. Sewer main and service trenches and bedding shall be compacted to 95% of maximum density. Material that is placed while frozen or during freezing conditions shatl be removed and replaced dudng periods when the material is thawed so proper compaction can be achieved. C:\Work\Specifications\Septic Specs Advantex System.doc (12/9/06) Page 7 of 8 3,03 SEPTIC TANK, The S.T.E.P. tank shall be placed on undisturbed soil on a level grade at a depth as indicated on Drawings. Backfill around the tank with sewer gravel fill. Fill above the spring-line of the tank shall be installed in 12-inch lifts, compacted to 95% maximum density. Any damage to the protective coating during installation shall be repaired as recommended by the manufacturer. Ground water may be encountered while placing the septic tank. The tank inlet shall be set at the elevation shown on the drawings. Care shall be taken during installation to ensure the proper elevation drop between the inlet and the outlet, Install flexible "Furnco" rubber fittings at connection from tank to inlet and outlet pipes as indicated on Drawings. The contractor shall take caution to prevent the tank from floating onc~ it is set in place. The contractor shall reset the tank to the proper grade if it floats, at no additional cost to the Owner. The pump and control system shall be connected to the properties electrical supply, per manufacturer's instructions. The pump and alarm system shall be tested before approved by the Engineer. 3.04 ' PIPES. Pipes shall be joined to one another, to the polyethylene fittings, and cleanouts. A. Plastic Pipe to Cast Iron. The existing cast iron sewer line from the trailer shall be connected to the new STEP tank using 4" 3034 PVC Pipe. Connect the two pipes with a Fumco "No-hub" coupling or approved equal, consisting of a rubber gasket, and adjustable metal bands. B. Insulpex to Insulpex Piping. Pressurized water and sewer pipes shall use brass compression connectors meeting ASTM F208 NSF61 and CSA B137.5 requirements. All connections shall be insulated and sealed in the field. C, Sewer Distribution Lines. Sewer distribution piping shall be joined using two-part PVC cement, The first part shall prime and clean the PVC pipe. The second part shall join the two pipes. Each section shall be able to withstand a working pressure of 25 psi. All piping shall be placed as shown on the plans and placed as straight as practical. 3.05 SOIL ABSORPTION SYSTEM. The drain field shall be constructed as shown on the drawings and in accordance with all applicable regulations described in AMC 15.65 Wastewater Disposal. The drain field area shall be excavated 'to the elevation and dimensions as shown on Drawing. Remove all organic and silt material to the depth shown on the plans. After excavation, the open excavation shall be protected from surface runoff to prevent the entrance of silt and debris. Under no circumstances shall the use of heavy equipment be permitted on the drain field surface. All smeared or compacted surfaces shall be raked to a depth of I inch, and loose material removed, before any of the drain rock is placed. After all organic and silt material is removed, sand bedding shall be placed to an elevation shown and required on the drawings, Sand shall not be compacted. The bottom of the excavation should be as level as practical. C:\Work\Specifications\Septic Specs Advantex System,doc (12/9/06) Page 8 of 8 The gravel and distribution piping shall be installed as shown on the drawings. Perforated PVC pipes shall be laid in the drain field so that the holes are placed down in the gravel. The drain field shall then be backfilled with gravel bedding to a depth of a half-foot above PVC distribution piping system. Filter fabric and insulation shall be placed over the bedding as required by the plans, Backfill above insulation with material excavated from the building pad to the elevation shown. The material shall be mounded over the drain field as shown on Drawings, Backfill of drain field shall not be compacted. All slopes and surfaces shall be topsoiled and seeded with a minimum of six inches of topsoil and MOA Schedule A Seeding. 3.06 Demolition of Existing Septic Tank. This section is to be used only if required on the plans. The existing septic tank adjacent to the existing drain field shall be demolished in accordance with Appendix K of the Uniform Plumbing Code. The lift station shall not be demolished until new septic tank is connected to the existing residence and is ready for operation, or if temporary provisions are made and approved by the engineer. All equipment and plumbing shall be removed from the tank to be abandoned. The electrical power shall be disconnected by a State certified electrician. All liquid shall be removed by an MOA On-Site Certified Sanitary Pumper and disposed of in a certified septage disposal area. The entire interior surface shall be limed to stop the biological action. The tank's walls and cover shall be crushed in place or removed and disposed of in a certified landfill. The ensuing hole shall be filled with unclassified backfill and compacted to the required density. The area shall be covered with topsoil and shall be seeded per MASS Division 75. The existing piping that remains shall be disconnected from the lift station and septic tank, and abandoned in place. All clean-outs or other indications of the piping at the surface shall be removed. Part 4 BASIS OF PAYMENT 4.01 METHOD OF MEASUREMENT. Install Sanitary Sewer System is a lump sum item and will not be measured directly for payment but shall include all work necessary to install an operational system as detailed in the Plans and Specifications. All component items necessary to complete operational systems will be considered subsidiary to this item and will not be measured separately for payment, Excavation and backfill for this item will be considered subsidiary. This item will be considered complete when the system is demonstrated to be operational. Dewatering operations required will be considered subsidiary. 5.01 BASIS OF PAYMENT. Sanitary Sewer System will be paid for at the contract lump sum price. C:\Work\Specifications\Septic Specs Advantex System.doc (12/9/06) ADVANCED gVASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT MEMORANDUM OF UNDERSTANDING BETWEEN MUNICIPALITY OF ANCtlORAGE AND I~7-. THIS MEMORANDUM OF UNDERSTANDING made and entered into as of this _~ Day of /~O~/e~' of200C~,byandbctwccn ?~q~/ ~'~ ' herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein, thc panics to this Memorandum of Understanding agree as follows: I. ADVANCED WASTEWATER TREATMENT SYSTEMS. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as g"D V^~'V't.~- A v.:7_.o located at If,,~OO c_.c~-6tz_~, -'h ~vt~. , Anchorage, Alaska. 2. Definitions. A. Alteration. Any change to the design or function oran AWWTS that Includes the installation or removal ofany paris, components or pieces not included in the original construction permit and design. Prior to performing any alterations to an AWWTS the owner must obtain a Wastcwater Disposal System Construction Permit from the Municipality pursuant to Anchorage Municipal Code (hereinafter, "AMC") 15.65. B. Certificate of On-Site Systems Approval. An approval by thc Municipality of exlsting water and wastewatcr disposal systems given at the time ofpropeny sale and title transfer in accordance with AMC 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. C. ' Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. D. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. E. Permit (Construction) An On-Site Wastewater Disposal System Construction Permit as defined by AMC 15.65. F. Permit (Operating) An Advanced Wastewater Treatment System Operating Permit~ An annual permit, issued by the Municipality, that allows the Owner to operate an AWWTS, upon meeting all the requirements of this agreement, the conditions of Operating Permit, the requirements of the On-Site Wastewater System Construction Permit and all relevant provisions of AMC 15.65 3. Fee. Owner shall pay to Municipality an annual fee of ~E. Y2 e2:) ($'C~".00), payable on or before the issuance of the operating permit and annually thereafter. The annual fee is due on or before the anniversary date of the approval by the Municipality of installed system. 4. Term. The term ofthis Memorandum of Understanding shall be for the life ofthe AWWTS. The term begins on the date of approval by the Municipality of the installed system and shall continue while the AWWTS system is in use or operational or until the property is sold or title is transferred by owner and a new certificate of On-Site approval is issued to the new owner or transferee ofthe property. 5. Alterations~ Installation and Removal of Addltional Equipment. Owner agrees not to make any alterations, removal of parts or additions to the AWWTS without a Construction Permit from the Municipality. 6. Maintenance and Repairs. A. Throughout the term of this Memorandum of [Jnderstanding, the Owner shall maintain AWWTS in good repair. In addition, it shall be the responsibility ofthe Owner during the term ofthis Memorandum of Understanding, and any extensions or renewals thereof, at the owner's sole expense, to pay for any and all: (I) repair(s), (2) maintenance, (3) adjustment(s), (4) replacement costs, and (5) inspection costs. Further, Owner agrees to comply will all applicable ordinance, laws, regulations, rules and orders for the AWWTS. B. Owner agrees to provide the Municipality a written ~chedule of routine maintenance and repairs which have been performed on the system pursuant to the terms and conditions contained in the Owner's AWWTS Operating Permit. This schedule shall be submitted to the Municipality annually upon the renewal ofthe permit. The schedule of maintenance and repair contained in the Owner's AWWTS Operating Permit is: C. Owner acknowledges that the fine schedule for failing to maintain and repair an AWWTS are codified in AMC 14.60. D. Owner agrees that only maintenance, repair personnel certified by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. E. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. F. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On-Site Systems Approval. G. Owner agrees that the relevant provisions ofthe standard specification guidebook for AWWTS is the governing professional guidelines for the construction, maintenance and repair of the Owner's AWWTS. 7. Nonwaiver. The failure ofeither party at any time to enforce a provision ofthis Memorandum of Understanding shall in no way constitute a waiver of the provisions, nor in any way effect the validity of the Memorandum of Understanding or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 8. Amendment. A. This Memorandum of Understanding shall only be amended, modified or changed by a writing, executed by authorized representatives of the panics, with the same formality of this Memorandum of Understanding was executed and such writing shall be attached to this Memorandum of Understanding as an amendment. B. For the purposes ofany amendment modification or change to the terms and conditions ofthis contract, the only authorized representatives of the parties are: Owner: l'--'t ~. I'2 aa'"O ~cl-I O [4 Anchorage: Purchasing; Officer C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 9. Jurisdiction: Choice of Law. Any civil action arising from this Memorandum of Understanding shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws ofthe State of Alaska shall govern the rights and obligations of the parties under this Memorandum of Understanding. 10. SeverabiliB,. Any provisions of this Memorandum of Understanding decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Memorandum of Understanding. O~VNER: .MIINICIPALITY: ' T,t,e: Date: Date: STATE OF ALASKA ) ) SS. THIRD JUDICIAL DISTRICT ) The ore,'oi ,st. entwasa no,,,,e edbeforemetbi, ,9 ' "~'~TARY .PUBLIC FOR ALASKA My Commission expires: ~'- (..o Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program To whom it may concern, This letter is to substantiate the information required to allow myself(Rod Schuh, property owner) to install the excavation portion of the proposed septic system. I, Rod Schuh, have a long history of equipment operating and excavation/septic system installations. This experience includes to installation of my existing home septic system and the addition to that system some fifteen years later. I also have done all the excavation work while building my existing home and the landscaping associated with it. I worked for Goentzel Builders in the 80's and handled a lot oftheir minor excavation projects and equipment handling. I, Rod Schuh, intend to be present at all times during the installation of this proposed system and will be doing all the installation associated with this system myself. I intend to rent the necessary equipment from United Rentals, where I have rented a wide variety of equipment over the years. Please let me know if you require any further information relative to this matter ~ ph. 90%246-3983 or email: rscht,h~alaska.net. Thanks you, Signed: ~ Rodney Schuh, owner 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.anchorage.ak.us (907) 343-7904 ON-SITE SEWER/WELL SUBMITTAL COMMENT SHEET To: RODNEY SCHUH Legal description: BOULDER SPRINGS LOT 32 The attached paperwork has been reviewed and is being returned for the following reasons: Original signature or stamp missing on. Calculation error in design.. Additional soils information needed. Water monitoring results inadequate... Discrepancy in information submitted.. Topographic information missing or inadequate.. Incomplete; missing. Incomplete; missing Additional adequacy test information needed. Water sample unacceptable. Measured/proposed distances/dimensions missing. Locations of all soils, percolation and water monitoring tests not shown. Proposed system too deep for soils information submitted.. Well log required. O mission in narrative. Insufficient fill over tank or field. [] Other. WELL PERMIT CAN NOT BE ISSUED WITH OUT AN APPROVED SEPTIC SYSTEM Name of reviewer: JOE GOODALL Date: 08/14/06 Please supply the necessary information and re-submit your request. LEAVE THIS FORM ATTACHED TO THE PAPERWORK Municipality of Anchorage Development Services Department Building Safely Division On-Site Water and Wastewater Program 4700 Bragaw Street P.O. Box 196650 Anchorage. AK 99519-6650 www. muni.org/onsite (907) 343-7904 ON-SITE SEPTiC/WELL PERMIT APPLiCATiON FOR A SINGLE FAMILY DWELLING Propertyowner(s) "~L~/ ~"~"'-~,L Dayphone .~0 '~-,.~o/",~"~',-~ Mailing address t~ ~ ~ ~,~,]g~ ZipCode ?~7 Site address / I I0~ ~l~ [~ ~ )~ Zip Code Legal description ,Sub d, Block&Lo,) ~ ~ ~C/~ ~- Legal description (Township. Section & Range) LotSize ~ ~ Sq. Ft. Number of Bedrooms . ~ THIS APPLICATION IS FOR (~;~all that apply): Absorption Field Septic Tank Holding Tank Privy Private Well Water Storage THIS APPLICATION IS AN: Initial Upgrade Renewal I certify that the above information is correct. I further certify that this application is being made for a SIng,e Fam~.,,~elling?d~/accordance with applicable Municipal Codes. s, ( 'gnat're of pro~"'rty ~)w~er or authorized agent) PermitJRush Fees: Receipt Number: (Rev. 11/05) Waiver Fees: Date of Payment: Receipt Number: PERMIT NO: SW06 DESIGN DRAWING WATER SUPPLY SYSTEM LOT 32 BOULDER SPRINGS S/D P.LD. NO: 015-161-79 LOT UNDEVELOPED NO WELLS OR SEPTIC~ W/1N 100 FEET J / I I I I ~- EXl$'rG NOTES: 1) NI ~ shall be ~d~ed ~ a~an~ ~ ~C15.55. 3) Maintain 10' separation to all lot lines. 4) Field locate & vedfy 2) Materials used shall be In separation distances to accordance wfth those specified In exist'g septic system to AMC15.55, south. PREPARED FOR: Mr. Red Schuh 10000 Cobra Street Anchorage, AK 99516 346-3983 '""-57. LOTUNDE~LOPED WflN 100FEE~' .D, ATE: 7-12-06 J ~CA_.LE~'I'=§(~'.. PLAN Municipality Of Ancltorlge DL~'ELOPMENT SERVICE8 DF..PARTM ENT 4700 South lltiglw SL,'~et Anchorage, AK etSI~&4S0.343.?~04. On*SIle W4stewl~er Dtipc41! System or Well In~lx~Uon Report · "',-..,.__Petmk Number ~M)102~_. ..... />o' P~ge2of$ .... ----'---- P'/D No. 016-164.17 LOT 11 · 4e 16. 2.1, LOT 32 :l O P: p5::.c',2, .: ..