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04-6596 (SFD) Title 24TITLE 24 REPORT Title 24 Report for: The Bernard Residence Lot #4, Latrobe Lane La Quinta , CA 92253 Project Designer: Gordon Ross 42-829 Cook St, Suite #104 Palm Desert, CA 92260 (760) 568-1712 Report Prepared By: C.J. McFadden BREEZE AIR CONDITIONING 75-145 ST. CHARLES PLACE PALM DESERT, CA 92211 (760) 346-0855 Job Number: Date: 12/3/2004 CITY OF LA QUINTA BUILDING & SAFETY DEPT, APPROVED FOR'CON RUCTION DA.5L g i The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2001 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC (415) 883-5900. EnergyPro 3.1 By EnergySoft Job Number: User Number: 3665 j � St-8�5 l�►R.oae� oFFicE 1 gory =e'. TABLE OF CONTENTS Cover Page Table of Contents Form CF -1 R Certificate of Compliance Form MF -1R- Mandatory Measures Checklist Form C -2R Computer Method Summary Form ENV -3 Proposed Construction Assembly HVAC System Heating and Cooling Loads Summary Room Load Summary Room Heating Peak Loads Room Cooling Peak Loads 1 2 3 6 8 14 15 18 21 24 j EnergyPro 3.1 _ _ By EnergySoft _ Job Number: User Number. 3665 -_ Certificate of Compliance: Residential (Part 1 of 2) CF -1 R The Bernard Residence 0.024 12/3/2004 ' Project Title 0.057 Date Lot #4. Latrobe Lane La Quinta 0.756 Exposed Slab w/R-0.0 Perimeter Insulation Project Address 0.756 Covered Slab w/R-0.0 Perimeter Insulation Building Permit # ' BREEZE AIR CONDITIONING (760) 346-0855 Exterior Door Plan Check/Date Documentation Author Telephone a] El X❑ Computer Performance 15 250.0 Field Check / Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only ' GENERAL INFORMATION X❑ ❑ X❑ Total Conditioned Floor Area: 3,850 f? Average Ceiling Height: 9.0 ft ' Total Conditioned Slab Area: 3,850 ft2 0.38 Building Type: ❑X❑ (check one or more) Right (Southwest) X❑ Single Family Detached ❑Addition 0.38 ❑ Single Family Attached ❑ Existing Building X❑ ❑ Multi -Family 'F ❑ Existing Plus Addition (Northwest) ant Orientation: 315 deq Floor Construction Type: [X—] Slab Floor Number of Dwelling Units: 1.00 X❑ ' Number of Stories: 1 ❑ Raised Floor Component R-38 Roof (R.38.2xl4.16) R-21 Wall (W.21.2x6.16) Slab On Grade Slab On Grade Solid Wood Door FFNFSTROTInN Frame Type Const. Assembly U -Value Location/Comments (attic, garage, typical, etc.) Wood 0.024 Exterior Roof Wood 0.057 Exterior Wall n/a 0.756 Exposed Slab w/R-0.0 Perimeter Insulation n/a 0.756 Covered Slab w/R-0.0 Perimeter Insulation Wood 0.387 Exterior Door Shadina Devices Type Orientation Area Fenestration Exterior Overhang Side Fins SF U -Factor SHGC Shading Yes / No Yes / No Skylight 8.0 0.68 0.55 None ❑ a] El X❑ Left (Northeast) 250.0 0.46 0.38 Bug Screen ❑ X❑ ❑ X❑ Rear (Southeast) 3.8 0.46 0.38 Bug Screen ❑X❑ ❑ X❑ Right (Southwest) 125.7 0.46. 0.38 Bug Screen ❑ X❑ ❑ Q Front (Northwest) 12.0 0.46 0.38 Bug Screen ❑ X❑ ❑ X❑ Front (North) 153.0 0.46 0.38 Bug Screen ❑X❑ ❑ X❑ Left (East) 114.7 0.46 0.38 Bug Screen 1:1a El a Rear (South) 131.0 0.46 0.38 Bug Screen❑ X❑ ❑ X❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ El 0 E Run Initiation Time: 12/03/0414:53:10 Run Code: 1102114390 E nergyPro 3.1 By Ener Soft User Number: 3665 Job Number: Pa e:3 of 30 ' Certificate of Compliance: Residential (Part 2 of 2) CF -1 R The Bernard Residence 12/3/2004 Project Title Date HVAC SYSTEMS Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load. Distribution ' Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat Location / pump, etc.) (AFUE/HSPF) (ducts, attic, etc.) R -Value Type Comments ' Central Fitrnare 80% AFUE Ducts in Attic 42 Setback HVAC -1 Central Fl irnace 80% AFUE Ducts in Attic Central Furnace 80% AFUE Ducts in Attic t 42 4.2 Sethack HVAC -2 Setback HVAC -3 Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location / ' heat pump, evap. cooling) (SEER) (attic, etc.) R -Value Type Comments Split Air Conditioner 14.0 SEER Ducts in Attic 42 Sethack HVAC -1 Split Air Conditioner 14 0 SEER Ducts in Attic Split Air Conditioner 14.0 SEER Ducts in Attic 42 4.2 Sethack HVAC: -2 Setback HVAC -3 WATER HEATING SYSTEMS Rated 1 Tank Energy Facts 1 External Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby Tank Insul. System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (%) R -Value Rheem HE -80-130 Large Gas RecirclTime+Temp 1_ 130 000 80_ 0.95 0.0000 0.0 1 For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. REMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. The undersigned recognize that compliance using duct sealing and TXV's requires installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author Name: Title/Firm: Gordon Ross Address: 42-829 Cook St. Suite #104 Palm DesertCA 92260 Telephone: (760) 568-1712 Lic. #: (signature) (date) Enforcement Agency Name: Title/Firm: Address: Telephone: Name: C.J. McFadden Title/Firm: BREEZE AIR CONDITIONING Address: 75-145 ST. CHARLES PLACE PALM DESERT, CA 92211 Telephone: (760) 346-0855 (signature) Mate) IEneravPro 3.1 By EnerovSoft User Number: 3665 Job Number. Paae:4 of 30 1 t Certificate of Compliance: Residential (Addendum) CF -1 R The Bernard Residence 12/3/2004 Project Title Date Special Features and Modeling Assumptions ` The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. I Plan I Field HIGH MASS Design(see C -2R) - Verify Thermal Mass: 123 sqft Tile in Mortar Interior Mass, 0.75" thick at HVAC -1 HIGH MASS Design(see C -2R) - Verify Thermal Mass: 123 sqft Exposed Slab Floor, 4.00" thick at HVAC -1 HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1107 sqft Covered Slab Floor, 4.00" thick at HVAC -1 HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1323 sqft Tile in Mortar Interior Mass, 0.75" thick at HVAC -2 HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1323 sqft Exposed Slab Floor, 4.00" thick at HVAC -2 HIGH MASS Design(see C -2R) Verify Thermal Mass: 147 sqft Covered Slab Floor, 4.00" thick at HVAC -2 HIGH MASS Design(see C -2R) - Verify Thermal Mass: 115 sqft Tile in Mortar Interior Mass, 0.75" thick at HVAC -3 HIGH MASS Design(see C -2R) - Verify Thermal Mass: 115 sqft Exposed Slab Floor, 4.00" thick at HVAC -3 HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1035 sqft Covered Slab Floor, 4.00" thick at HVAC -3 HERS Required Verification ' These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS provider. The HERS rater must document the field verification and diagnostic testing of these measures on a form CF -6R. I Plan I Field The HVAC System "HVAC -1" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "HVAC -2" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "HVAC -3" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verification of the TXV, or measure the Refrigerant Charge and Airflow. Kun initiation I Ime: 1Z/U3/U4 14:b;3:1U Kun (:ocie: 11UZ114Sy1.11 EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page:5 of 30 I I Mandatory Measures Checklist: Residential (Page 1 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes or enter N/A if not applicable. DESIGNER ENFORCEMENT Building Envelope Measures F '§ 150(a): Minimum R-19 ceiling insulation. E§150(b): Loose fill insulation manufacturer's labeled R -Value. * §150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does X not apply to exterior mass walls). []*§150(d): Minimum R-13 raised floor insulation in framed floors or equivalent. ❑§150(1): Slab edge insulation -water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. a§ 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. ® § 116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. § 150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. § 150(0: Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. §150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures a§ 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. § 150(i): Setback thermostat on all applicable heating and/or cooling systems. FX §1506): Pipe and Tank Insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined intemal/extemal insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55 degrees F. insulated. 6. Piping insulating between heating source and indirect hot water tank. EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page:6 of 30 , Mandatory Measures Checklist: Residential (Page 2 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. I DESCRIPTION Instructions: Check or initial applicable boxes or enter N/A if not applicable. DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) LXJ I150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the 1998 CMC Sections 601, 603, 604 and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL1818. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or Flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such a tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilation systems serving conditioned space have eitherautomatic or readily accessible, manually operated dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. § 114: Pool and Spa Heating Systems and Equipment 1. Certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating, and no pilot. 2. System is installed with at least 36" of pipe between filter and heater for future solar, cover for outdoor pools or spas. a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. - IA -11 §115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) 0 §118 (f): Cool Roof material meet specified criteria Lighting Measures © §150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting ` control panel at an entrance to the kitchen. '� §150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternative to this requirement allowed In Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. ' I 3.1 By EnergySoft User Number. 3665 Job Number: Page:7 of 30 Computer Method Summary ❑ (Part 1 of 3) C -2R es.id.ence ❑ R-M-YaIL(WM2 2x61.6) 12L312Q04 '_T_he_Ber_nar_d- Project Title _L.ot :U4 I atr_obe_Lane-La_Q.uinta R-m-1Lavw 2]_2x6.16a [xi Date Project Address LA ❑ Building Permit # EE7F AIR C-0- D1TJ N.lNG ❑ (760) 346-0855 Plan Check/Date '_BR- Documentation Author .&2LW-all (W -21-2x6.16.) R-21 Wall (W212616.) Telephone ❑ Computer��rformance X 15 Field Check/Date Compliance Method (Package or Computer) ❑ Climate Zone [%9 ' Source Energy Use Standard Proposed Compliance ❑ (kBtu/sf-yr) Design Design Margin .R -2J -Wall -(YY -2J 9yr, 16) Space Heating 4.69 4.63 0.07 [X Space Cooling 37.74 39.82 -2.08 ❑ ❑ Domestic Hot Water 7.40 4.10 3.31 Totals 49.84 48.55 1.29 Percent better than Standard: 2.6% ❑17 BUILDING COMPLIES Total Conditioned Floor Area: Building Type: Building Front Orientation: Number of Dwelling Units: Number of Stories BUILDING ZONE INFORMATION Zone Name 3,850 ft2 Single Fam Detached (Northwest) 315 deg 1.00 1 Floor Area Volume Floor Construction Type: ❑ Raised Floor[g] Slab Floor Total Fenestration Area: 20.7% Total Conditioned Volume: 34,650 ft' Total Conditioned Slab Area: 3,850 ft 2 # of Units IiVAC-1 123.0 11,070 --0-32- --1-47-0 32 1470 _13,230 -0-3.8- 1-150 31- 1-150 x.0,3.5.0 -0._30_ ' Solar OPAQUE SURFACES Act. Gains Type Area U -Fac. Azm. Tilt Y / N ' Roo1- 0..226 -0-1024- 345 0 Wall- X51 0.0.57 45_ _90_ Wall_ _240 -0_0.57_ _-l35. _90 - Wall x_94 0-057_ -226 -90- -Wall 0Wall _ -584 --O-Q57- 315.. -90 BOAT- 1 470 0 024X145 _0_ Wall_ 89 0957 0 ----99 Wall- 75 3.057 45. 90 ' Wall_ 143 057 _9.0_ -0_ Wall- X62 o-057 ISO -9D- Wall -Wall_ _--l39 _0_057_ _225 90 .Roof_ 1,146 0024 X45- 0 ' Wall- -----Z3-.0� .57 0 .0 W 90 _ all- 24 0.057 _90. Wall_ 472 0_05.7_ 180 _90 Wall_ 19 0-05Z 99.1i Wall- 249 _O-0.57 -270 _9.0 .Door ' 24 0_387_ 270 _9.0 Zone Type --cnnditioned- Conditioned_ C9aditioned- Form 3 Reference [� ❑ Ra8-RooL(B_38..2xL4.]6) - X ❑ R-M-YaIL(WM2 2x61.6) IX ❑ R-m-1Lavw 2]_2x6.16a [xi ❑ R2J-WWL(W-2(2x616) LA ❑ R:21 Waiwu-2-2x6J6) [X ❑ R.38Roo (-38-2x14-16) [X A ❑ ❑ .&2LW-all (W -21-2x6.16.) R-21 Wall (W212616.) X ❑ R-21 W21L(1N21.2X616.) X ❑ R21-ZLalL(Y L.2L2x6 ]6) A ❑ R2LVY_all ON 21.2x6 161 [%9 ❑ R3BBoof am2x14t61, [X ❑ R-21 Wall (W.21.2x6.16) X ❑ .R -2J -Wall -(YY -2J 9yr, 16) X ❑ .R2J-VVa.1.(.\ALZ1-2x6J6) [X ❑ R21 Wall-(_-W-2-t2x616) [X [X ❑ ❑ 16) _S_olid_Wnn>i_n99r F-1 17 1 1717 ❑17 ❑❑ Q 1717 1717 ❑❑ ❑ CI .liVAr-1 _HVAC _FLVAC-1 1{{VAC_1 .IiVAr-2 .HVAC -2 _HVAr.-2 _HVAr-2 .HVAC' -9 J3.VAr-2 .H_VAC_3 HVAC -3 .H -VAC -3 .HVAC3 .HVAC -3 .H C-1 xVAC---.1 Thermostat Vent Type Hgt. Area lethack- n a _Setback- n/.a Setback ---.]La Location / Comments Run Initiation Time: 12/03/04 14:53:10 Run Code: 1102114390 EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number. Page:8 of 30 J ' Coin uter Method Summa Part 2 of 3 C -2R The Bernard Residence Project Title Date 12/3/2004 FENESTRATION SURFACES # Type Area U- Factor SHGC Act. Azm. Glazing Type Tilt Location/ Comments -L Sky6gbt-Emnt__(N.oAW 10 -0-68.0- 050 345 0 S.o.laTube_(Default)-Skylite -HVAC,'-l--- 2 dight Front (North) 1.0 0.680 0.55 345 0 SolaTube (Default) Skylite HVAC -1 3 Skylight Front (North) 1.0 0.680 0.55 345 0 SolaTube (Default) Skylite HVAC -1 4 dight Front (North) 1.0 0.680 0.55 345 0 SolaTube (Default) Skylite HVAC -1 5 Window Left (Northeast) 24.0 0.460 0.38 45 90 Sierra Pacific Clad (Lo/E) HVAC -1 6 Window Left (Northeast) 48.0 0.460 0.38 45 90 Sierra Pacific Clad (Lo/E) HVAC -1 7 Window Left ( o he st) 3.0 0,460 0.38 45 90 Sierra Pacific Clad (Lo/E) HVAC -1 8 Window Left (Northeast) 3.0 0.460 0.38 45 90 Sierra Pacific Clad (Lo/E) HVAC -1 9 Window Rear (.bout east) 3.8 0.460 0.38 135 90 Sierra Pacific Clad (Lo/E) VAC -1 10 Window Right (Southwest) 48.0 0.460 Q..Q_$ 225 90 Serra Pacific Clad L� 2E) HVAC -1 11 Window Front (Northwest) 3.0 0.460 0.38 315 90 Sierra Pacific Clad (Lo/E) HVAC -1 12 Window Front (Northwest) 3.0 0.460 0.38 315 90 Sierra Pacific Clad (Lo/E) HVAC -1 J3 Window Front (N9.dhw-est) ---3_0 0.460 0.08 315_ 9Q Si-eua-l?acifi.c-C1ad (Lo/E) J±VA�1 14 Window Front (Northwest) 3.0 0.460 0.38 315 90 Sierra Pacific Clad (Lo/E) _ HVAC -1 15 Window Front (Northwest) 0.0 0.460 0.38 315 90 Sierra Pacific Clad (Lo/E) HVAC -1 16 Window Front (North) 24.0 0.460 0.38 0 90 Sierra Pacific Clad (Lo/E) HVAC -2 17 Window Front (North) 48.0 0.460 0.38 0 90 Sierra Pacific Clad (Lo/E) HVAC -2 18 Window Left (Northeast) 3.0 0.460 0.38 45 90 Sierra Pacific Clad (Lo/E) HVAC -2 19 Window Left (Northeast) 3.0 0.460 0.38 45 9Q Sier a acific Clad (Lo/E) HVAC -2 20 Window Left (Northeast) 3.0 0.460 0.38 45 90 Sierra Pacific Clad (Lo/E) HVAC -2 21 Window Left (Northeast) 3.0 0.460 0.38 45 90 Sierra Pacific Clad (Lo/E) HVAC -2 .22 Window Left (Northeast) 160.0 0.460 0.38 45 90 Sierra Pacific Clad (Lo/E) HVAC -2 23 Window Left (East) 24.0 0.460 0.38 90 90 Sierra Pacific Clad (Lo/E) HVAC -2 24 Window Left (East) 48.0 0.460 0.38 90 90 Sierra Pacific Clad (Lo/E) HVAC -2 25 Window Left (East) 36.7 0.460 0.38 90 90 Sierra Pacific Clad (Lo/E) HVAC -2 26 Window Left (East) 3.0 0.460 0.38 90 90 Sierra Pacific Clad (Lo/E) HVAC -2 27 Window Left (East) 3.0 0.460 0.38 90 90 Sierra Pacific Clad (Lo/E) HVAC -2 28 Window Rear (South) 2.2 0.460 0.38 180 90 Sierra Pacific Clad (Lo/E) HVAC -2 29 Window Rear (South) 2.2 0.460 0.38 180 90 Sierra Pacific Clad (Lo/E) HVAC -2 INTERI DING OR AND EXTERIOR SHA Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. REA Dist. Len. Hgt. Dist. Len. Hgt. 1 None 1.00 _ 2 None 1.00 _ 3 None 1.00 _ 4 None 1.00 5 Bug Screen 0.76 _ 6 Bug Screen 0.76 _ 7 Bug Screen 0.76 8 Bug Screen 0.76 9 Bug Screen 0.76 _ 10 Bug Screen 0.76 11 quq Screen 0.76 12 Bug Screen 0.76 13 Bug Screen 0.76 _ 14 Bug Screen 0.76 15 Bug Screen _ 0.76 16 Bug Screen 0.76 17 Bug Screen 0.76 18 Bug Screen 0.76 19 Bug Screen 0.76 20 Bug Screen 0.76 21 Bug Screen 0.76 22 Bug Screen 0.76 23 Bug Screen 0.76 24 Bug Screen 0.76 25 Bug Screen 0.76 26 Bug Screen 0.76 27 Bug Screen _ 0.76 28 Bug Screen 0.76 29 Bug Screen 0.76 1 EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page:9 of 30 1 Cofnputer Method Summary (Part 2 of 3) C -2R The Bernard Residence 12/3/2004 Project Title Date FENESTRATION SURFACES U- Act. Glazing Type Location/ ' # Type Area Factor SHGC Azm. Tilt Comments 30. Wiadow__54ght_(S.outbwest) ---18_8- _0.46.0 0.-3.8 225_ -9.0 Sieua_P_acifi.c_CJad_(Lo1E) HVAC -2 31 Window Right (Southwest) 28.0 0.460 0.38 225 90 Sierra Pacific Clad (Lo/E) HVAC -2 32 Window Right (Southwest) 18.8 0.460 0.38 225 90 Sierra Pacific Clad (Lo/E) HVAC -2 33 Window Right (Southwest) 3.0 0.460 0.38 225 90 Sierra Pacific Clad (Lo/E) HVAC -2 34 Window Right (Southwest) 3.0 0.460 0.38 225 90 Sierra Pacific Clad (Lo/E) HVAC -2 35 Window Right (Southwest) 3.0 0.460 0.38 225 90 Sierra Pacific Clad (Lo/E) HVAC -2 36 Wind w Ri ht3_S�uthwest) 3 0 _0.460 0.38 225 90 Sierra Pacific Clad (Lo/E) MVAC -2 37 Skylight Front (North) 1.0 0.680 0.55 345 0 SolaTube (Default) Skylite HVAC -3 3$ Skylight Front (NoAh� 1.0 _Q_6$Q 0.55 345 0 SolaTube (Default)SS ylite HVAC -3 39 Skylight Front (North) 1.0 0.680 0.55 345 0 SolaTube (Default) Skylite HVAC -3 40 S- kylight Front (North) 1.0 0.680 0.55 345 0 SolaTube (Default) Skylite HVAC -3 ' 41 Window Front (North) 3.0 0.460 0.38 0 90 Sierra Pacific Clad (Lo/E) HVAC -3 42 Wi _dosv-Frog (N. rtW 94.0 -D_460 -0-3a 0_ _-M Sieaa_P_acifi(L9/E) HVAC -3. 43 Window Front (North) 48.0 0.460 0.38 0 90 Sierra Pacific Clad (Lo/E) HVAC -3 44 Window Front (North) 3.0 0.460 0.38 0 90 Sierra Pacific Clad (Lo/E) HVAC -3 45 Window Front (North) 3.0 0.460 0.38 0 90 Sierra Pacific Clad (Lo/E) HVAC -3 ' 46 Window Rear (South) 24.0 0.460 0.38 180 90 Sierra Pacific Clad (Lo/E) HVAC -3 47 Window Rear (South) 48.0 0.460 0.38 180 90 Sierra Pacific Clad (Lo/E) HVAC -3 48 Window Rear (SQutt>) 24.0 0. U Q.38 18Q 90 Sierra Pacific Clad (Lo/E) HVAC -3 49 Window Rear (South) 15.5 0.460 0.38 180 90 Sierra Pacific Clad (Lo/E) HVAC -3 50 Window Rear (South) 15.0 0.460 0.38 180 90 Sierra Pacific Clad (Lo/E) HVAC -3 ' INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. REA Dist. Len. Hgt. Dist. Len. Hgt. 30 Bug Screen 0.76 31 Buy Screen 0.76 - 32 Bug Screen 0.76 33 Bug Screen 0.76 34 Bug Screen 0.76 ' 35 Bug Screen 0.76 - 36 Bug Screen 0.76 37 None 1.00 38 None 1.00 _ ' 39 None 1.00 40 None 1.00 41 Bug Screen 0.76 42 Bug Screen 0.76 43 Bug Screen 0.76 - 44 Bug Screen 0.76 45 Bug Screen 0.76 - 46 Bug Screen 0.76 _ 47 Bug Screen 0.76 ' 48 Bug Screen 0.76 49 Bug Screen 0.76 - 50 Bug Screen 0.76 _ - Run Initiation Time: 121 /04 14:53:10 Rup_QQ_d% 1102114390 EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page: 10 of 30 Computer Method Summary (Part 3 of 3) C -2R 'The Bernard Residence Project Title Length F2 Factor Insulation R -Val. Depth Location / Comments 12/3/2004 Date THERMAL MASS FOR HIGH MASS DESIGN 0.76 0.0 0 HVAC -1 Area' Thick. Heat —0,J). Inside Location ' Type (sf) - (in.) Cap. Cond. Form 3 Reference R -Val. Comments Tile in Mortar 123 OJ_5 —24 0.6Z nLa 0. J±VACALintenoLMass Concrete, Heavyweight 123 4_00 28 0_98 n/a 0 HVAC -1 / Slab on Grade CoLcrete. Heavyweight 1,107 4.00 28 98 n/a 2 HVAC -1 / Slab on Grade ' Tile in Mortar 1,323 0_75 24 0_67 n/a 0 HVAC -2 / Interior Mass Concrete.,-Heax�wjeigbt 1,323 490 28 0 98 nb 0 HVAC -2 / Slab on Grade PERIMETER LOSSES Type Length F2 Factor Insulation R -Val. Depth Location / Comments Slab Perimeter 13 0.76 0.0 0 HVAC -1 Slab_Eerimeter X21 _Q26. —0,J). 0 H-VAC_1 Slab Perimeter 106 0.76 —0 0 , HVAC -2 Slab-12edm Aer 12 0.Z6 —0.9 0 HVAC -2 .Slab-Berimster 28 0_76 0.0 0 HVA Q HVAC SYSTEMS Heating Equipment Minimum Distribution Type -Type (furnace, heat Efficiency and Location Duct Thermostat Location / pump, etc.) (AFUE/HSPF)(ducts/attic, etc.) R -Value Type Comments CeptraLFurn�ce 80%AFUE Dur s in Attic 4.2 Setback HVAC -1 Central Furnace 80%AFUE Ducts in Attic 4.2 Setback HVAC -2 Central Furnace 80%AFUE Ducts in Attic 4.2 Setback HVAC -3 Hydronic Piping Pipe Pipe Insul. System. Name Length Diameter Thick. Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location / heat pump, evap. cooling) (SEER) (attic, etc,) R -Value Type Comments ' Split Air Conditioner 14 0 SUER Ducts in Attic 4.2 Setback HVAC -1 Split Air Conditioner 14.0 SEER Ducts in Attic 4.2 Setback HVAC -2 Split Air Conditioner 14.0 SEER Ducts in Attic 4.2 Setback HVAC -3 WATER HEATING SYSTEMS Ratedl Tank Energy Factl 1 Tank Insul. Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby R -Value System Name t Type Type Syst. (Btu/hr) (gal) Efficiency Loss (%) Ext. Rheem HE -80-130 Large Gas E-ujrcfrime+Temp 1_ _9QQQ 80 0.93 0.0000 0.0 ' 1 For small gas storage (rated input — 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. ' For gas water heaters, list Rated Input, and Recovery Efficiency. ^ 1 of 30 Coffirluter Method Summa Part 3 of 3 C -2R tThe Bernard Residence 12/3/2004 Project Title Date THERMAL MASS FOR HIGH MASS DESIGN Area Thick. Heat Inside Location Type (sq (in.) Cap. Cond. Form 3 Reference R -Val. Comments Cor1Crete. Heavyweight 147 -40.0. _28. 0..9.8. Na _2 1HyAC_21-S1at-onGrade Tile in Mortar 115 0.75 24 0.67 n/a 0 HVAC -3 / Interior Mass CQn rete Heavyweight 115 4.00 28 0.98 n/a 0 HVAC -3 / Slab on Grade ' Concrete, Heavyweight _1 035 -4.00 28 0_98 n/a 2 HVAC -3 / Slab on Grade PERIMETER LOSSES ' F2 Insulation Type Length Factor R -Val. Depth Location / Comments Slab Perimeter 251 Qla 0.0 2 HVAC -3 HVAC SYSTEMS Heating Equipment, Minimum Distribution Type ' Type (furnace, heat Efficiency and Location Duct Thermostat Location / pump, etc.) (AFUE/HSPF)(ducts/attic, etc.) R -Value Type Comments Pipe Insul. Hydronic Piping Pipe System Name Length Diameter Thick. ' Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location / heat pump, evap. cooling) (SEER) (attic, etc,) R -Value Type Comments Rateal WATER HEATING SYSTEMS Tank Energy Facts 1 Tank Insul. Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby R -Value ' System Name Type Type Syst. (Btu/hr) (gal) Efficiency Loss (%) Ext. 1 For small gas storage (rated input — 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. REMARKS ' Computer Method Summa Addendum C -2R The Bernard Residence 12/3/2004 Project Title Date Special Features and Modeling Assumptions ' The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement agency determines the adequacy of the justification, and may reject a building or design that otherwise complies based on the adequacy of the special justification and documentation submitted. Plan Field ' HIGH MASS Design(see C -2R) - Verify Thermal Mass: 123 sqft Tile in Mortar Interior Mass, 0.75" thick at HVAC -1 HIGH MASS Design(see C -2R) - Verify Thermal Mass: 123 sqft Exposed Slab Floor, 4.00" thick at HVAC -1 HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1107 sqft Covered Slab Floor, 4.00" thick at HVAC -1 ' HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1323 sqft Tile in Mortar Interior Mass, 0.75" thick at HVAC -2 HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1323 sqft Exposed Slab Floor, 4.00" thick at HVAC -2 HIGH MASS Design(see C -2R) - Verify Thermal Mass: 147 sqft Covered Slab Floor, 4.00" thick at HVAC -2 ' HIGH MASS Design(see C -2R) - Verify Thermal Mass: 115 sqft Tile in Mortar Interior Mass, 0.75' thick at HVAC -3 HIGH MASS Design(see C -2R) - Verify Thermal Mass: 115 sqft Exposed Slab Floor, 4.00" thick at HVAC -3 HIGH MASS Design(see C -2R) - Verify Thermal Mass: 1035 sqft Covered Slab Floor, 4.00" thick at HVAC -3 HERS Required Verification These features must be confirmed and/or tested by a certified HERS rater under the supervision of a CEC approved HERS provider. The HERS rater must document the field verification and diagnostic testing of these measures on a form CF -6R. plan Field The HVAC System "HVAC -1" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "HVAC -2" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "HVAC -3" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verification of the TXV, or measure the Refrigerant Charge and Airflow. Run Initiation Time: 12/03/04 14:53:10 Run Code: 1102114390 EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page: 13 of 30 PROPOSED CONSTRUCTION ASSEMBLY ENV - PROJECT NAME DATE The Bernard Residence 12/3/2004 COMPONENT DESCRIPTION MPON DESCRIPTION AMING ASSEMBLY NAME ASSEMBLY R-21 Wall W.21.24.16 Floor Stucco 2 Membrane, Vapor -Permeable Felt 3 Plywood TYPE (check one) X Wall 5 Gypsum or Plaster Board lL LU LL 7 Ceiling / Roof S 2.60 9 N MATERIAL Wood 0.680 23.11 1-- FRAMING p z FRAMING % 15 % Framing % 14.81 TOTAL HC 3.7 15% (16" o.c. Wall) 12% (24" o.c. Wall) 10% (16" o.c. Floor/Cell.) SKETCH OF ASSEMBLY 7% (24" o.c. Floor/Ceil.) MPON R -VALUE DESCRIPTION AMING OUTSIDE SURFACE AIR FILM 1 Stucco 2 Membrane, Vapor -Permeable Felt 3 Plywood 4 Insulation, Mineral Fiber, R-21 5 Gypsum or Plaster Board 6 0.31 7 0.37 S 2.60 9 0.68 INSIDE SURFACE AIR FILM R -VALUE THICK- NESS (in.) AMING ❑ ❑ ❑ © ❑ El El El El 0.170 0.875 0.010 0.375 5.500 0.625 0.465 21.000 5.445 0.562 0.562 R -VALUE CAVITY R -VALUE (Rc) WOOD FRAME R -VALUE 0.170 0.170 0.175 0.175 0.0601 0.060 0.465 0.465 21.000 5.445 0.562 0.562 0.31 2.63 0.37 0.98 2.60 0.26 0.68 0.680 0.680 23.11 7.56 Rc Rf 'HEAT CAPACITY (Optional) WALL WEIGHT (lbs/sf) SPECIFIC HEAT (Btu/F-Ib) HC (A X B) (Btu/F-sf) [ 0.0433 X 0.85 ] 8.46 0.20 1.69 0.06 0.35 0.02 1.06 0.29 0.31 2.63 0.37 0.98 2.60 0.26 0.68 14.81 TOTAL HC 3.7 'NOTE: Weight and Specific Heat values for materials penetrated by wood framing include the effects of the framing members. [ 0.0433 X 0.85 ] + [ 0.13231 X F 0.15 1 / Rc 1 - (Fr% / 100) 1 / Rf Fr% / 100 ASSEMBLY U -VALUE I EnergyPro 3.1 By EnergvSoft User Number: 3665 Job Number: Paae:14 of 30 I HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE The Bernard Residence 12/3/2004 j SYSTEM NAME FLOOR AREA HVAC -1 I 1,230 j ENGINEERING CHECKS Number of Systems 1 Heating System Output per System 89,400 Total Output (Btuh) 89,400 Output (Btuh/sgft) 72.7 Cooling System Output per System 58,500 Total Output (Btuh) 58,500 Total Output (Tons) 4.9 Total Output (Btuh/sqft) 47.6 Total Output (sgft/Ton) 252.3 Air System CFM per System 2,000 Airflow (cfm) 2,000 Airflow (cfm/sgft) 1.63 Airflow (cfm/Ton) 410.3 Outside Air (%) 4.6 Outside Air (cfm/sgft) 0.08 Note: values above given at ARI conditions 24.0 OF 1 Outside 92 cfm 69.6 °F 14.1 / 80.3 OF 0 Out ;li ir 92 cfm 78.5/64.7 ° F SYSTEM LOAD Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM ISensiblel Latent CFM Sensible 1,172 23,727 3,163 4391 18,220 0 i 1,186. 911 0 0 92 3,540 2,082 92 4,539 0 0 911 1,186 29,640 5,2451 24 581 HS26-060/G40UH60C-110 (5) 1 46,405 5,467 89,400 Total Adjusted System Output 46,405 5,467 89,400 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am 67.5°F ® 108.9°F Heating Coil Supply Fan 2000 cfm 108.9 OF -i Supply Air Ducts 108.5 OF ROOMS 70.0 OF >% Return Air Ducts `{ 80.2/65.50F 1111111 58.7/57.30F Cooling Coil Supply Fa 2000 cfm 58.7 / 57.3 of --� Supply Air Ducts Fan 59.2 / 57.5 of 48.4% R.H. ROOMS 78.0 / 64.5 OF k Return Air Ducts `S EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page:15 of 30 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE The Bernard Residence 12/3/2004 SYSTEM NAME FLOOR AREA HVAC -2 1 470 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 COIL COOLING PEAK CFM Sensible Latent COIL HTG. PEAK CFM Sensible Heating System Output per System 89,400 Total Room Loads 1 1,922 Return Vented Lighting Return Air Ducts Return Fan Ventilation 110 Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD 36,796 3,780 0 1,840 0 4,195 2,309 0 1,840 44,67 6,089 580 23,661 1,183 0 110 5,410 0 1,183 31,437 Total Output (Btuh) 89,400 Output (Btuh/sqft) 60.81 Cooling System Output per System 58,500 Total Output (Btuh) 58,500 Total Output (Tons) 4.9 Total Output (Btuh/sqft) 39.8 Total Output (sgft/Ton) 301.5 Air System HVAC EQUIPMENT SELECTION HS26-060/G40UH60C-110 (5) 46,154 6,315 89,400 CFM per System 2,000 Airflow (cfm) 2,000 Total Adjusted System Output 46,154 6,315 89,400 Airflow (cfm/sqft) 1.36 Airflow (cfm/Ton) 410.3 Outside Air (%) 5.5 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am Outside Air (cfm/sgft) 0.08 Note: values above given at ARI conditions EATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak 24.0 of 66.9 of 108.4 of 108.4 of O Supply Air Ducts Outside Air 110 cfm 107.8 of Heating Coil Supply Fan 2000 cfm ROOMS 70.0 of 69.5 OF Return Air Ducts DOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak 114.1 / 80.3 of 80.8 166.2 of 59.4 / 58.0 OF 59.4 / 58.0 of Supply Air Ducts Outside Air 110 cfm Cooling Coil Supply Fan 60.3 / 58.3 of j 2000 cfm ROOMS 50.0% R.H. li 78.9 / 65.3 of 78.0 / 65.0 of Return Air Ducts I EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page: 16 of 30 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE The Bernard Residence --[12/3/2004 SYSTEM NAME FLOOR AREA HVAC -3 1,150 ENGINEERING CHECKS SYSTEM LOAD Number of Systems 1 Heating System Output per System 72,100 Total Output (Btuh) I 72,100 Output (Btuh/sqft) 62.7 Cooling System Output per System 48,000 Total Output (Btuh) 48,000 Total Output (Tons) 4.0 Total Output (Btuh/sqft) 41.7 Total Output (sgftrron) I 287.5 Air System CFM per System 1,600 Airflow (cfm) 1,600 Airflow (cfm/sqft) 1.39 Airflow (cfm/Ton) 400.0 Outside Air (%) 5.4 Outside Air (cfm/sqft) I 0.08 Note: values above given at ARI conditions Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts It6Yf1W7f1&*M:1tril11116ItL: COIL COOLING PEAK COIL HTG. PEAK CFM I Sensible Latent I I CFM I Sensible 1,087 22,555 2,957 624 25,475 0 1,128 1,274 0 0 86 3,301 2,017 86I 4,215 0 0 1,128 1,274 28,11 4,975 1 32,237 048/G40UH48B-090X (4) 38,751 3,770 72,100 Total Adjusted System Output 38,751 3,770 72,100 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12am 1HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) I 24.0°F 66.8°F 108.6°F 108.6 OF 00 �. ,. upply Air Ducts Outside Air 86 cfm Heating Coil Supply Fan 107.8 °F 1600 cfm ROOMS 69.3 OF 70.0 OF Return Air Ducts [COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) I 114.1 / 80.3 OF 80.6 / 65.5 OF 58.1 / 56.7 OF 58.1 / 56.7 OF Supply Air Ducts Outside Air �O 86 cfm Cooling Coil Supply Fan 58.8 / 56.9 OF 1600 cfm 47.6% R.H. ROOMS 78.7 / 64.5 °F 78.0 / 64.3 OF h Return Air Ducts `S EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Paae:17 of 30 ROOM LOAD SUMMARY PROJECT NAME The Bernard Residence DATE 12/3/2004 SYSTEM NAME HVAC -1 FLOOR AREA 1,230 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE HVAC -1 HVAC -1 1 1,172 23,727 3,163 1,172 23,727 3,163 439 18,220 PAGE TOTAL 1 1,172 23,727 3,163 439 18,220 TOTAL 1 1,172 23,727 3,163 439 18,220 EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page: 18 of 30 ROOM LOAD SUMMARY PROJECT NAME The Bernard Residence DATE 12/3/2004 SYSTEM NAME HVAC -2 FLOOR AREA 1,470 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE HVAC -2 HVAC -2 1 1,922 36,796 3,780 1,922 36,796 3,780 580 23,661 PAGE TOTAL 1 1,922 36,796 3,780 580 23,661 TOTAL 1 1,922 36,796 3,780 580 23,661 EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page: 19 of 30 ROOM LOAD SUMMARY :1 PROJECT NAME The Bernard Residence DATE 12/3/2004 SYSTEM NAME HVAC -3 FLOOR AREA 1,150 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE HVAC -3 HVAC -3 1 1,087 22,555 2,957 1,087 22,555 2,957 624 25,475 PAGE TOTAL 1 1,087 22,555 2,957 624 25,475 TOTAL 1 1,0871 22,555 2,957 624 25,475 EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page:20 of 30 ROOM HEATING PEAK LOADS Project Title Date The Bernard Residence 12/3/2004 1 Room Information Design Conditions I Room Name HVAC -1 Time of Peak Jan 12 am Floor Area 1,230 Outdoor Dry Bulb Temperature 24 of Indoor Dry Bulb Temperature 70°F Conduction Area LI -Value DT of Btu/hr R-38 Roof R.38.2x14.16 1,226.0 X 0.0243 X46.0 = 1 371 SolaTube Default Sk lite 4.0 X 0.6800 X 46.0 = 125 R_2] WaIL(y_�/-2 -2. 1,169.2 X 0.0566 X 46.0 = 3,046 Sierra Pacific Clad Lo/E) 141.8 X 0.4600 X 46.0 = 2,999 S.lab--On--G.rad perimeter = 134.0 X X 45.5 = 6,097 X x = X x = X X X X = X X X X = X X = X X X X = X X X X = X X = X X = X X = X X = X X X X = X X x X X X X X X X = X X X X X X X X X x = X X = I X X = I X X = X X X X X X X X = Items shown with an asterisk (') denote conduction through an interior surface to another room. � Page Total: 13,6381 Infiltration: [ 1.00 X 1.080 X 1 230 X 9.00 X 60] X Schedule Air Sensible Area Ceiling Height ACH OT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 18,220 I EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page: 21 of 30 ROOM HEATING PEAK LOADS Project Title Date The Bernard Residence 12/3/2004 Room Information Design Conditions Room Name HVAC -2 Time of Peak Jan 12 am Floor Area 1,470 Outdoor Dry Bulb Temperature 24 OF Indoor Dry Bulb Temperature 70 OF Conduction Area U -Value LT of Btu/hr Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: 18 186 Infiltration: 1.00 x 1.080 x 1 470 x 9.00 x 0.50 /6 7 601 7 x I46 = 5475 Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 23,661 EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number. Page: 22 of 30 1,470.0 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 0.0243 x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x 46.0 = = = = = = = = = = = = = = = = = _ = = = = = = = = = = = = = = = = = =) 1,644 708.2 0.0566 46.0 1,845 440.8 0.4600 46.0 9,328 perimeter = 118.0 45.5 5,369 i Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: 18 186 Infiltration: 1.00 x 1.080 x 1 470 x 9.00 x 0.50 /6 7 601 7 x I46 = 5475 Schedule Air Sensible Area Ceiling Height ACH AT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 23,661 EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number. Page: 22 of 30 ROOM HEATING PEAK LOADS Project Title Date The Bernard Residence 12/3/2004 Room Information Design Conditions Room Name HVAC -3 Time of Peak Jan 12 am IFloor Area 1,150 Outdoor Dry Bulb Temperature 24OF ilndoor Dry Bulb Temperature 70 OF Conduction Area U -Value OT of Btu/hr R-38 Roof R.38.2x14.16 1,146.0 X 0.0243 X 46.0 = 1,282 SolaTube Default Sk lite 4.0 x 0.6800 x 46.0 = 125 21 Wa[L(Wl2],2x6 16 837.5 x 0.0566 x 46.0 = 2,181 Sierra Pacific Clad Lo/E) 207.5 x 0.4600 x 46.0 = 4,391 S.oJidlNaod�on 24.0 X 0.3872 x 46.0 = 427 Slab -On -Grade perimeter = 281.0 x x 45.5 = 12,786 I x X = X X = X X = X X = X x = X X I = X x X X X x X X X X X X = X X x X X X = X x = x X x x = X x = x X X X X X = X x X X X X = X X X X X X = X X _ X x X X x x = X X Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: 21 192 Infiltration: [ 1.00 x 1.080 x 1 150x 9.00 x; 0 160] X 46 = 4 283 Schedule Air Sensible Area Ceiling Height ACH �T Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 25,475 EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page:23 of 30 t ' RESIDENTIAL ROOM COOLING LOAD SUMMARY ' The Bernard Residence 12/3/2004 Project Title Date Room Name Design Indoor Dry Bulb Temperature: Design Outdoor Dry Bulb Temperature: Design Temperature Difference: Conduction Area U -Value X DETD1 X 56.0 X 37.0 X 35.6 X 37.0 X X X X X 1. Design Equivalent Temperature Difference (DETD) Page Total Items shown with an asterisk (') denote conduction through an interior surface to another room. Shaded Unshaded HVAC -1 780F 115°F 37DF Btu/hr 1,669 101 2,357 2,413 6 540 Solar Gain Orientation Area SGF Area SGF SC Btu/hr Sk r'light (Skylight) FSkyljgb (Skylight) Sk li ht (SkyIiht) Sk light (Skylight) FxdGlsWdw (11) (Northeast) Swn GlsDr 12 (Northeast) FxdGlsWdw P1 (Northeast) FxdGlsWdw P2 (Northeast) SwngGlsDr (33) (Southeast) Swn GIsDr 32 Southwest ( 0.0 X 1 + 1.0 X -152)X 0.632 =[A961 O.OX 1'+ 1.01X 152)x1 0.632=0.01 x 1 + 1.0 X 152)X 0.632 =0.0 x 1 + 1.0 X 152)x 0.632 = ( 0.0 x 1 + 24.0 X 48) x 0.423 = 487 ( 0.0 x 15 + 48.0 X 48) x 0.423 = 975 ( 0.0 X 1 + i 3.0 X 48)x 0.423 = 61 ( 0.0 x1 + 3.0 x 48)x 0.423 = 61 ( 0.0 x 1 + 3.8 X 62)x 0.423 = 98 ( 0.0 x 15+ 48.0 x 62 ) x 0.423 = 1 259 Sched. Page Total 3 325 ' Internal Gain Frac. Area Heat Gain Btu/hr Lights 1.00 x 1,230 x 0.500 Watts/sgft x 3.41 Btuh/Watt = 2,099 (Occupants 1.00 x 1 230 x 250 Btuh/occ. / 200 sgft/occ. ' lReceptacle 1.00 x 1,230 x 1.500 Watts/sqft x 3.413 BtuhlWatt c 6297 Process 1.00 x 1,230 X 0.000 Watts�/sgfttx 3.413�Btuh/Watt - o0 Infiltration: L oo x 1.osQ x 2 0 x 9_0o x [0..501 / 60] L 3Z = l Schedule Air Sensible Area Ceiling Height ACH =.T Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 23,727 ' Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occu ants 1.00 X 1 230 x 200 Btuhlocc. IF 200 sgft/occ. = I 1000 Receptacle 1.00 x 1 230 x 0.000 Watts/sgft x 3.41 BtuhMlattIProcess 1.00 X I 1.230 x0.000 Watts/sgft x 3.41 BtuhrrVllatt = Infiltration: 0 X 4 840 X i 1,230; x 9.00 X 0o / 60] 0.00433 = 1 933 ' -Schedule Air Latent Area Ceiling Height ACH _yy Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 3,163 j EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page: 24 of 30 RESIDENTIAL ROOM COOLING LOAD SUMMARY ' The Bernard Residence 12/3/2004 Project Title Date Room Name Design Indoor Dry Bulb Temperature: Design Outdoor Dry Bulb Temperature: Design Temperature Difference: Conduction Area U -Value DETD1 HVAC -1 78OF 115°F 37°F Btulhr 1. Design Equivalent Temperature Difference (DETD) Page Total Items shown with an asterisk (') denote conduction through an interior surface to another room. Shaded Unshaded Solar Gain Orientation Area SGF Area SGF SC Btu/hr FxdGlsWdw J2 (Northwest) ( 0.0 X 1 + 3.0 x 48) X 0.423 = 61 d.G1sVWVri (l (Northwest) ( 0.0 x 1 + 3.0 x 48) x 0.423 = 61 FXdGISWdW 14 (Northwest) ( 0.0 x 1 + 3.01 x 48)x 0.423 = 61 FxdGlsWdw 13 (Northwest) ( D.0 X 1 + 3.0 X 48)x 0.423 = 61 FxdGlsWdw (12) (Northwest) ( 0.0� X 1 + 0.0 x 48)x 0.423 = 0 ( x + x )x = ( x + X )x = ( x + X )x = ( x + X )X = ( x + X )X = ' Sched. Page Total 244 Internal Gain Frac. Area Heat Gain Btu/hr Lights 1.00 x 1,230 x 0.500 Watts/sgft x 3.41 BtuhIVllatt = 2,099 ' Occupants 1.00 X 1 230 X 250 Btuh/OCC. 1 200 sgft/occ. = 1,538 Receptacle 1.00 x 1,230 x 1.500 Watts/sgft x 3.413 Btuh/Watt 6,297 Process 1.00 xx 1,230 x 0.000 Watts/sgft x 3.41 BtuhMatt — 0 Infiltration: 1.00 x E Dool x 2�o x 9.00 x opo / 60� E3-71 _ Schedule Air Sensible Area Ceiling Height ACH �T Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 23,7271 ' Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 x 1.230 x 200 Btuh/occ. / 200 sgft/occ. = 1.230 ' Receptacle I 1.00 X 1,2301x' 0.000 Watts/sgft x 3.41 Btuh/Watt i 0 Process 1.00 x 1,210 x 0.000 Watts/sgft x 3.41 Btuh[Watt = I DI Infiltration: 1.00 X 4 840 x 1 2301 x 9.00 x I 0.50 / 60] 0.00433 = 1 933 ' chedule Air Latent Area Ceiling Height ACH \W Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 3,163 ' [ EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page: 25 of 30 RESIDENTIAL ROOM COOLING LOAD SUMMARY ' The Bernard Residence 12/3/2004 Project Title Date Room Name Design Indoor Dry Bulb Temperature: Design Outdoor Dry Bulb Temperature: Design Temperature Difference: Conduction IR -38 Roof (R.38.2x14.1 Area 1,470.0, 708.21 440.a, X U -Value DETD1 56.0 35.6 37.0 HVAC -2 78°F 115°F 370F Btu/hr 2 002 1,428 7,503 =1 1. Design Equivalent Temperature Difference (DETD) Page Total 10 932 Items shown with an asterisk (') denote conduction through an interior surface to another room. Shaded Unshaded Solar Gain Orientation Area SGF Area SGF Sc Btu/hr FxdGlsWdw H5 (North) ( 0.0 ErnaWaL 0) (North) ( 0.0 FxdGlsWdw N1 (Northeast) ( 0.0 FxdGlsWdw N2 (Northeast) ( 0.0 FXdGISWdw (N3) (Northeast) ( 0.0 FXdGIsWdw N4 (Northeast) ( 0.0 SldgGIsDr 11 (Northeast) ( 0.0 FxdGlsWdw H4 (East) ( 0.0 FrnchDr 9 (East) ( 0.0 CsmntWdw H3 East ( 0.0 X x X x x x x x x x + + + + + + + + x X x x x x x X X X 15) X X x X X X x 0.423 = = = = = = = = __ = 152 1 Al 48.0 15)x 0.423 305 3.0 48) 0.423 61 1 3.0 48) 0.423 61 1 3.0 48)x 0.423 61 1 3.0 48)X 0.423 61 1 160.0 48) 0.423 3,249 1 24.0 73) 0.423 741 1 48.0 73) 0.423 1,482 1+ 36.7 73) 0.423 1 132 Sched. Page Total 7,305 ' Internal Gain Frac. Area Heat Gain Btu/hr Lights 1.00 X 1,470 X 0.500 Watts/sqft x 3.41 Btuh/Watt = 2,509 Occupants 1.00 X 1,470 X 250 Btuhlocc. / 200 sgftlocc. = 1,838 ' Receptacle 1.00 x 1,470 X 1.500 Watts/sgft X 3.413 Btuh/Watt _ 7,526 Process 1.00 x �1,4700xx 0.000 Wattslsgft x 3.41 Btuh/Watt 0 Infiltration: �ch a 11511 x Airs '�.b x E:-:]] � x rea Ceiling Height x I� o1 / 60] � _ ' Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 36,796 ' Sched. Latent Gain Frac. Area Heat Gain Btulhr Occupants 1.00 x 1_70 x 200 Btuh/occ. / 200 sgftlocc. = 1 470 ' Receptacle ( 1.00 X 1,470 x 0.000 Watts/sqft X 3.41 BtuhMatt = o Process f 1.00 x 1-470 X 0.000 Watts/sgft x 3.41 Btuh[Watt = o Infiltration: I x 4 840 x 1 470 x Height x 60] 0.00433 = 2 310 chedule Air Latent Area Ceiling Height ACH -W Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 3,780 ' EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page: 26 of 30 ' RESIDENTIAL ROOM COOLING LOAD SUMMARY ' The Bernard Residence 12/3/2004 Project Title Date Room Name Design Indoor Dry Bulb Temperature: Design Outdoor Dry Bulb Temperature: Design Temperature Difference: Conduction Area U -Value DETD1 HVAC -2 78DF 115DF 370E Btu/hr 1. Design Equivalent Temperature Difference (DETD) Page Total Items shown with an asterisk (') denote conduction through an interior surface to another room. Shaded Unshaded Solar Gain Orientation Area SGF Area SGF Sc Btu/hr FxdGlsWdw (02) East) Exd 1sVVdw (0) (East) FxdGlsWdw H2 (South) FxdGlsWdw H1 (South) FxdGlsWdw (A2) (Southwest) FrnchDr 1 (Southwest) FxdGlsWdw Al (Southwest) FxdGlsWdw N5 (Southwest) FxdGlsWdw N6) (Southwest) FxdGlsWdw N7 Southwest ( 0.0 X1 + 3.0 X 73) X 0.423 = 93 ( 0.0 x 1 + 3.0 x 73) x 0.423 = 93 ( 0.0 x 15 + 2.2 X 32) X ' 0.423 = 30 ( 0.0I X 151.+ 2.2 X 32)x 0.423 = 30 ( 0.0 x 1 + 18.8 x 62) x 0.423 = 494 ( 0.0 X 1 + 28.0 X 62) X 0.423 = 734 ( 0.0 x 1 + 18.8 X 62) X 0.423 = 494 ( 0.0 x 16,+ 3.0 X 62) X 0.4231 = 79 ( 0.0 X 151+ 3.0 x 6 ) x 0.423 __ 79 ( 0.0 X 1 + 3.0 x 62) x 0.423 = 79 Sched. Page Total z 2oa Internal Gain Frac. Area Heat Gain Btu/hr Lights 1.00 X 1,47011 0.5001 Watts/sgft x 3.412 Btuh[Watt = 2,509 Occupants 1.00 x 11470, x 250 Btuh/occ. / 200 sgft/occ. - 1 838 Receptacle 1.00 x 1 470 x 1.500 Wafts/sqft x 3.413 Btuh[Watt = I 7,526 Process 1.00 x 1,470 X 0.0000.000 Waltts/sqft X I 3.413 Btuh[Watt = 0 Infiltration: 1.00 x x Eg7 x � �9J x / 60] =7i = I4.4 Schedule Air Sensible Area Ceiling Height ACH \T Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 36,796 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 x 1,4701 x 200 Btuh/OCC. I 200 sgft/occ. = 1,4701 Receptacle 1.00 x 1,470 1 x 0.000 Watts/sgft x 3.4131 Btuh/Watt = OI Process x 1 1,4701 x 1 0.0001 Watts/sqft x 3.4131 Btuh[Watt = 0 Infiltration: I 1.00 x 4840 x x 9.00 x 0.50 /60 1 0.004 3= I 132 of -schedule Air Latent Area Ceiling Height ACH =W Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 3,780 EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number. Page: 27 of 30 RESIDENTIAL ROOM COOLING LOAD SUMMARY The Bernard Residence 12/3/2004 Project Title Date :••u KI - Design Indoor Dry Bulb Temperature: Design Outdoor Dry Bulb Temperature: Design Temperature Difference: HVAC -2 780F 115°F 37°F Conduction Area U -Value DETD 1 Btu/hr X X X X X X x X 1. Design Equivalent Temperature Difference (DETD) Page Total 0 Items shown with an asterisk (') denote conduction through an interior surface to another room. Shaded Unshaded Solar Gain Orientation Area SGF Area SGF SC Btu/hr FxdGlsWdw N8 (Southwest) ( 0.0 X 1 + 3.0 X 62) X 0.423 = 79 ( x + x )x = ( x �+ x )x = ( x + x )x = ( x + x )x = ( x + x )x = ( x + X )x = ( x + x )x = ( x + x )x = ( X + x )X = ' Sched. Page Total 79 Internal Gain Frac. Area Heat Gain Btulhr Li hts 1.00 X 1,470 x 0.500 Waftslsgft x3.41 Btuh/Watt = 2,509 10ccu ants 1.00 X 1,470 X 25 Btuh/occ. / 200 sgft/occ. = 1,838 ' Receptacle 1.00 x 1,470 x 1.5001 Watts/sqft x 3.411BtuhfWaft = 7,526 Process 1.00 X 1,470 x �0.0001 Watts/sqft X 3.41 BtuhfWatt = o Infiltration: 0o x E� x x �.9�OJ x5o / 60] �3 _ ' Schedule Air Sensible Area Ceiling Height ACH .T Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 36 796 ' Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 x 1 470 x 200 Btuh/occ. I 200 sqft/occ. = 1 IilReceptacle i 1.00 X 1 470 X 0.000 Wafts/sgft X 3.41 Btuh/Watt =Process 1.00 X 1 470 X 0.000 Watts/Sgft X 3.41 Btuh/Waft = Infiltration: ' F.00 1 X 4 840 X 1 47 X 9.00 X 0.50 / 60� 0.00433 = 2,310 Schedule Air Latent Area Ceiling Height ACH .W Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 3,780 EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number. Page: 28 of 30 1 ' RESIDENTIAL ROOM COOLING LOAD SUMMARY The Bernard Residence 12/3/2004 Project Title Date Room Name Design Indoor Dry Bulb Temperature: Design Outdoor Dry Bulb Temperature: Design Temperature Difference: Conduction Area 1,146.4 837.5 207.5 24.0 X U -Value DETD1 56.0 37.0 35.6 37.0 35.6 HVAC -3 780F 1150F 370E Btu/hr - 1,561 - 101 1,688 - 3,532 331 1. Design Equivalent Temperature Difference (DETD) Page Total 7 212 Items shown with an asterisk (') denote conduction through an interior surface to another room. Shaded Unshaded Solar Gain Orientation Area SGF Area SGF SC Btu/hr Skylight(Skylight) x1 X X x+ X+ x�111 X X x X kylioht (Skylight) Sk li ht (Skylight) Sk li ht (Skylight) FxdGlsWdw (Q1) (North) FxdGlsWdw(Cl)(North) ( 0.0 FrnchDr 2 (North) FxdGlsWdw B1 (North) FxdGlsWdw 01 (North) FxdGlsWdw G2 South ( 0.0 x1 X X x+ X+ x�111 X X x X + + + + + + + + 1.0 X X X x X X X X x X 152 ) X ) x X x X X ) x x 0.632 = = = = = = = = - = 96 ( 0.0 1 1.0 152 0.632 96 ( 0.0 1 1.0 152) 0.632 96 ( 0.0 1.0 152) 0.632 96 ( 0.0 3.0 15)x 0.423 19 ( 0.0 24.0 15) 0.423 152 ( 0.01 1 48.0 15) 0.423 305 ( 0.0 1 3.0 -15)x 0.423 19 ( 0.0 1 3.0 1 0.423 19 ( 0.0 1 24.0 32) 0.423 325 Sched. Page Total 1 223 ' Internal Gain Frac. Area Heat Gain Btu/hr Lights 1.00 X 1,150 X 0.500 Watts/sqft x 3.41 Btuh/Waft = 1,962 Occupants 1.00 X 1,150 X 250 Btuh/OCC. / 200 sgft/occ. = 1 438 ' Receptacle 1.00 X 1,150 X 1.500 Waftslsgft X 3.413 BtuhMatt _ 5,887 Process r 1.00 x 1,150 x 0.000 Waftts/sgfttx 3.41 Btuh[Watt 0 Infiltration: I 1.00 x 1.o8o x t5D x 9.00 x E::T-w1 / 60] 37 = chedule Air Sensible Area Ceiling Height ACH -NT Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 22,5551 Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occu ants 1.00 X 1 150 X 200 Btuh/OCC. I 200 sgft/occ. = 1 150 ReceptacleL 1.00 x 1 150 X 0.000 Watts/sqft X 3.41 BtuhlVNatt = 0 Process 1.00 X 1 150 x 0.000 Watts/sgft X 3.413 Btuh/Watt = 0 Infiltration: C 1.00 X 4 840 X 1 150' X 0 x 601 0.00433 = 1,807 Schedule Air Latent Area Ceiling Height ACH _W Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2,957 [EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number. Page: 29 of 30 I ' RESIDENTIAL ROOM COOLING LOAD SUMMARY The Bernard Residence 12/3/2004 Project Title Date Room Name Design Indoor Dry Bulb Temperature: Design Outdoor Dry Bulb Temperature: Design Temperature Difference: HVAC -3 780E 115°F 37°F Conduction Area U -Value DETD' Btu/hr X X X X X X X x X 1. Design Equivalent Temperature Difference (DETD) Page Total Items shown with an asterisk (') denote conduction through an interior surface to another room. Shaded Unshaded Solar Gain Orientation Area SGF Area SGF SC Btu/her FrnchDr 14 (South) ( 0.0 x 1 + 48.0 X 32) X 0.423 = I 650' ExdGIs.W-dw. J (South)( 0.0 x 15� + 24.0 X 32) x 0.423 = 325 CsmntWdw F1 (South) ( 0.0 x 1 + 15.5 x 32)x 0.423 = 210 CsmntWdw E1 (South) ( 0.0 x 1 + 15.0 x 32) x 0.423 = 203 ( x + x )X = ( X + x )X = ( x + x )x = ( x + x )x = ( x + x )x = ( x + x )x = Sched. Page Total 1 38s Internal Gain Frac. Area Heat Gain Btu/hr Li hts 1.00 x 1,150 x 0.500 Wattslsgft x 3.41 Btuh[Watt = 1,962 Occupants 1.00 X 1,150 X 250 Btuh/occ. / 200 sgft/occ. = 1,438 ' Receptacle 1.00 x 1,150 x 1.500 Watts/sqft x 3.413 Btuh/Waft _ 5,887 Process 1.00 x 1,150 x 0.000 Watts/sgft x 3.41 BtuhfWaft 0 Infiltration: 1_Qp x x 1,150 x I9..Qo1 x / 60] _ ' Schedule Air Sensible Area Ceiling Height ACH _\T Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 22,555 ' Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occupants 1.00 x 1 150 x 200 Btuh/occ. / 200 sgft/occ. = 1,150 ' Receptacle 1.00 x 1 150 x 0.000 Wafts/sqft X 3.413 Btuh/Watt = I 0 Process 1.00 X 1 150 X 0.000 Watts/sgft X 3.41 BtuhfWatt = 0 Infiltration: ' I 1.00 X 4 840 X � X � 9.00 X 60� 0.00433 = 1 807 Schedule Air Latent Area Ceiling Height ACH _W Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 2,957 ' EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page: 30 of 30 TITLE 24 REPORT Title 24 Report. for: Bernard Guest House Lot #4, Latrobe Lane La Quints; CA 92253 Project Designer: Gordon Ross 42-829 Cook St, Suite #104 Palm Desert, CA 92260 (760) 568-1712 Report Prepared By: C.J. McFadden BREEZE AIR CONDITIONING 75-145 ST. CHARLES PLACE PALM DESERT, CA 92211 (760) 346-0855 Job Number: Date: 12/3/2004 The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is authorized by the California Energy Commission for use with both the Residential and Nonresidential 2001 Building Energy Efficiency Standards. This program developed by EnergySoft, LLC (415) 883-5900. EnergyPro 3.1 By EnergySoft Job Number. User Number: 3665 TABLE OF CONTENTS Cover Page Table of Contents Form CF -1 R Certificate of. Compliance Form MF -1 R Mandatory Measures Checklist Form C -2R Computer Method Summary Form ENV -3 Proposed Construction. Assembly HVAC' System Heating and Cooling Loads Summary Room Load Summary Room Heating Peak Loads Room Cooling Peak Loads 1 2 3 6 8 12 13 14 15 16 I EnergyPro 3.1 By EnergySoft Job Number: User Number. 3665 Certificate of Compliance: Residential (Part 1 of 2) CF -1 R Bernard Guest House Orientation 12/3/2004 ' Project Title Component Date Lot #4. Latrobe Lane La Quinta Location/Comments Project Address Type Building Permit # ' BREEZE AIR CONDITIONING (760) 346-0855 Plan Check/Date Documentation Author Telephone Exterior Roof Computer Performance 15 Field Check / Date Compliance Method (Package or Computer) Climate Zone Enforcement Agency Use Only ' GENERAL INFORMATION 0.756 Exposed Slab w/R-0.0 Perimeter Insulation Total Conditioned Floor Area: 400 ft2 Average Ceiling Height: 9.4 ft ' Total Conditioned Slab Area: 400 ft2 Bug Screen Building Type: ❑ x❑ Rear (check one or more) 13.0 0.46 X❑ Single Family Detached ❑ Addition ❑ X❑ ❑ Single Family Attached ❑ Existing Building (Northwest) ❑ Multi -Family 1 ❑ Existing Plus Addition 0.38 Front Orientation: (Northeast) 45 deg Floor Construction Type: ® Slab Floor Number of Dwelling Units: 1.00 ' Number of Stories: 1 ❑ Raised Floor FENESTRATION Shading Devices Type Orientation Const. Component Frame Assembly Location/Comments Type Type U -Value (attic, garage, typical, etc.) R-38 Roof (R.38.2xl4.16) Wood 0.028 Exterior Roof R-21 Wall (W.21.2x6.16) Wood 0.057 Exterior Wall Slab On Grade n/a 0.756 Exposed Slab w/R-0.0 Perimeter Insulation Slab On Grade n/a 0.756 Covered Slab w/R-0.0 Perimeter Insulation FENESTRATION Shading Devices Type Orientation Area Fenestration Exterior Overhang Side Fins SF U -Factor SHGC Shading Yes / No Yes / No Front (Northeast) 72.0 0.46 0.38 Bug Screen ❑ x❑ ❑ X❑ Left (Southeast) 21.0 0.46 0.38 Bug Screen ❑ x❑ ❑ x❑ Rear (Southwest) 13.0 0.46 0.38 Bug Screen ❑ X❑ ❑ x❑ Right (Northwest) 6.0 0.46 0.38 Bug Screen ❑ x❑ ❑ x❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ El El El F1 ❑ ❑ ❑ ❑ Run Initiation Time: 12/03/04 14:53:21 Run Code: 1102114401 Ener Pro 3.1 By Ener Soft User Number: 3665 Job Number: Pa e:3 of 16 ' Certificate of Compliance: Residential Part 2 of 2 CF -1 R Bernard Guest House 12/3/2004 Project Title Date HVAC SYSTEMS Note: Input Hydronic or Combined Hydronic data under Water Heating Systems, except Design Heating Load. Distribution Heating Equipment Minimum Type and Duct or Type (furnace, heat Efficiency Location Piping Thermostat Location / pump, etc.) (AFUE/HSPF) (ducts, attic, etc.) R -Value Type Comments Split Heat Pump 7.00 HSPF Ducts in Attic 4.2 Setback HVAC -1 (Setback) ) Cooling Equipment Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location / heat pump, evap. cooling) (SEER) (attic, etc.) R -Value Type Comments Split Heat Pump 12.7 SEER Ducts in Attic 42 Sethack HVAC -1 (Spthar. WATER HEATING SYSTEMS Rated 1 Tank Energy Fact*1 1 External Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby Tank Insul. System Name Type Type Syst. Btu/hr (gal) Efficiency Loss (%) R -Value Standard Gas 50 gal or Less Small Gas Standard 1 40000 50_ 0.52 n/a 12 For small gas storage (rated inputs of less than or equal to 75,000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input of greater than 75,000 Btu/hr), fist Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input and Recovery Efficiency. IREMARKS COMPLIANCE STATEMENT This certificate of compliance lists the building features and performance specifications needed to comply with Title 24, Parts 1 and 6 of the California Code of Regulations, and the administrative regulations to implement them. This certificate has been signed by the individual with overall design responsibility. The undersigned recognize that compliance using duct sealing and TXV's requires installer testing and certification and field verification by an approved HERS rater. Designer or Owner (per Business & Professions Code) Documentation Author Title/Firm: Gordon Ross Address: 42-829 Cook St, Suite #104 Palm Desert, CA 92260 Telephone: (760) 568-1712 Lic. #: ' (signature) Enforcement Agency Name: Title/Firm: ' Address: Telephone:. (date) Name: C.J. McFadden Title/Firm: BREEZE AIR CONDITIONING Address: 75-145 ST. CHARLES PLACE PALM DESERT, CA 92211 Telephone: (760) 346-0855 ►� 3 0�1 (signature) (date) IEnergyPro 3.1 By EnergySoft User Number. 3665 Job Number: PageA of 16 1 ' Certificate of Compliance: Residential Addendum CF -1 R 'Bernard Guest House 12/3/2004 Project Title Date Special Features and Modeling Assumptions ' The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement aaencv determines the adeauacv of the justification, and may reject a building or design that otherwise complies )ased on the adequacy of the special justification and documentation submitted. Plan Field The DHW System "Standard Gas 50 gal or Less" Energy Factor = 0.525. An EF below 0.58 requires an R-12 External Blanket. HIGH MASS Design(see C -2R) - Verify Thermal Mass: 128 sqft Tile in Mortar Interior Mass, 0.75" thick at HVAC -1 HIGH MASS Design(see C -2R) - Verify Thermal Mass: 128 sqft Exposed Slab Floor, 4.00" thick at HVAC -1 HIGH MASS Design(see C -2R) - Verify Thermal Mass: 272 sqft Covered Slab Floor, 4.00" thick at HVAC -1 HERS Required Verification Thoca faaturac muct ha rnnfirmad andrnr teetad by a certified HERS rater under the supervision of a CEC aooroved HERS provider. The HERS rater must document the field verification and diagnostic testing of these measures on a form CF -6R. Plan Field The HVAC System "HVAC -1 (Setback)" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "HVAC -1 (Setback)" is using reduced duct leakage to comply and must have diagnostic site testing of duct leakage performed by a certified HERS Rater. The results of the diagnostic testing must be reported on a CF -6R Form. I 1 Run Initiation Time: 12/03/04 14:53:21 Run Code: llUZ1144o1 EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page:5 of 16 ' Mandatory Measures Checklist: Residential (Page 1 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an ' asterisk (') may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes or enter N/A if not applicable. DESIGNER ENFORCEMENT Building Envelope Measures a 1150(a): Minimum R-19 ceiling insulation. E. §150(b): Loose fill insulation manufacturer's labeled R -Value. §150(c): Minimum R-13 wall insulation in wood framed walls or equivalent U -value in metal frame walls (does a not apply to exterior mass walls). []*§150(d): Minimum R-13 raised floor insulation in framed floors or equivalent. ❑§150(1): Slab edge insulation -water absorption rate no greater than 0.3%, water vapor transmission rate no greater than 2.0 perm/inch. a§ 118: Insulation specified or installed meets insulation quality standards. Indicate type and form. ® §116-17: Fenestration Products, Exterior Doors and Infiltration/Exfiltration Controls 1. Doors and windows between conditioned and unconditioned spaces designed to limit air leakage. 2. Fenestration products (except field fabricated) have label with certified U -Factor, certified Solar Heat Gain Coefficient (SHGC), and infiltration certification. 3. Exterior doors and windows weatherstripped; all joints and penetrations caulked and sealed. §150(g): Vapor barriers mandatory in Climate Zones 14 and 16 only. § 150(f): Special infiltration barrier installed to comply with Section 151 meets Commission quality standards. Y§ 150(e): Installation of Fireplaces, Decorative Gas Appliances and Gas Logs. 1. Masonry and factory -built fireplaces have: a. Closeable metal or glass door b. Outside air intake with damper and control c. Flue damper and control 2. No continuous burning gas pilots allowed. Space Conditioning, Water Heating and Plumbing System Measures § 110-13: HVAC equipment, water heaters, showerheads and faucets certified by the Commission. § 150(h): Heating and/or cooling loads calculated in accordance with ASHRAE, SMACNA or ACCA. § 150(i): Setback thermostat on all applicable heating and/or cooling systems. §1500): Pipe and Tank Insulation 1. Storage gas water heaters rated with an Energy Factor less than 0.58 must be externally wrapped with insulation having an installed thermal resistance of R-12 or greater. 2. First 5 feet of pipes closest to water heater tank, non -recirculating systems, insulated (R-4 or greater) 3. Back-up tanks for solar system, unfired storage tanks, or other indirect hot water tanks have R-12 external insulation or R-16 combined internal/external insulation. 4. All buried or exposed piping insulated in recirculating sections of hot water systems. 5. Cooling system piping below 55 degrees F. insulated. 6. Piping insulating between heating source and indirect hot water tank. EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page:6 of 16 Mandatory Measures Checklist: Residential (Page 2 of 2) MF -1 R NOTE: Lowrise residential buildings subject to the Standards must contain these measures regardless of the compliance approach used. Items marked with an ' asterisk (") may be superseded by more stringent compliance requirements listed on the Certificate of Compliance. When this checklist is incorporated into the permit documents, the features noted shall be considered by all parties as minimum component performance specifications for the mandatory measures whether they are shown elsewhere in the documents or on this checklist only. DESCRIPTION Instructions: Check or initial applicable boxes or enter NIA if not applicable. I DESIGNER ENFORCEMENT Space Conditioning, Water Heating and Plumbing System Measures: (continued) U I150(m): Ducts and Fans 1. All ducts and plenums installed, sealed and insulated to meet the requirements of the 1998 CMC Sections 601, 603, 604 and Standard 6-3; ducts insulated to a minimum installed level of R-4.2 or enclosed entirely in conditioned space. Openings shall be sealed with mastic, tape, aerosol sealant, or other duct -closure system that meets the applicable requirements of UL181, UL181A, or UL181B. If mastic or tape is used to seal openings greater than 1/4 inch, the combination of mastic and either mesh or tape shall be used. Building cavities shall not be used for conveying conditioned air. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and drawbands. 2. Building cavities, support platforms for air handlers, and plenums defined or constructed with materials other than sealed sheet metal, duct board or flexible duct shall not be used for conveying conditioned air. Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms shall not be compressed to cause reductions in the cross-sectional area of the ducts. 3. Joints and seams of duct systems and their components shall not be sealed with cloth back rubber adhesive duct tapes unless such a tape is used in combination with mastic and drawbands. 4. Exhaust fan systems have back draft or automatic dampers. 5. Gravity ventilation systems serving conditioned space have eitherautomatic or readily accessible, manually operated dampers. 6. Protection of Insulation. Insulation shall be protected from damage, including that due to sunlight, moisture, equipment maintenance, and wind but not limited to the following: Insulation exposed to weather shall be suitable for outdoor service e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular foam insulation shall be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation that can cause degradation of the material. ❑ § 114: Pool and Spa Heating Systems and Equipment 1. Certified with 78% thermal efficiency, on-off switch, weatherproof operating instructions, no electric resistance heating, and no pilot. 2. System is installed with at least 36" of pipe between filter and heater for future solar, cover for outdoor pools or spas. a. At least 36" of pipe between filter and heater for future solar heating. b. Cover for outdoor pools or outdoor spas. 3. Pool system has directional inlets and a circulation pump time switch. _ §115: Gas fired central furnaces, pool heaters, spa heaters or household cooking appliances have no continuously burning pilot light. (Exception: Non -electrical cooking appliances with pilot < 150 Btu/hr) ❑ §118 (f): Cool Roof material meet specified criteria Lighting Measures K§ 150(k)1: Luminaires for general lighting in kitchens shall have lamps with an efficacy 40 lumens/watt or greater for general lighting in kitchens. This general lighting shall be controlled by a switch on a readily accessible lighting control panel at an entrance to the kitchen. §150(k)2: Rooms with a shower or bathtub must have either at least one luminaire with lamps with an efficacy of 40 lumens/watt or greater switched at the entrance to the room or one of the alternative to this requirement allowed in Section 150(k)2.; and recessed ceiling fixtures are IC (insulation cover) approved. 1 i 3.1 By EnergySoft User Number: 3665 Job Number: Page:7 of 16 Computer Method Summa 400 ft2 Floor Construction Type: ❑ Part 1 of 3 C -2R . Building Type: Single Fam Detached 12/_312Q04 '_BemardGuest-louse Project Title (Northeast) 45 deg Total Fenestration Area: Date _Lot_#4,_Latio.be_Lane—La -aui nta 1.00 Total Conditioned Volume: 3,740 ft 3 Project Address 1 Total Conditioned Slab Area: Building Permit # (760) 346-0855 '_BREEZE-AIFZCONDMORING Documentation Author Telephone Plan Check/Date Com- te.e 15 I Field Check/Date Compliance Method (Package or Computer) Climate Zone Source Energy Use Standard Proposed Compliance (kBtu/sf-yr) Design Design Margin Space Heating 5.95 4.70 1.25 Cooling 70.07 67.20 2.88 'Space Domestic Hot Water 45.78 45.75 0.03 Totals 121.80 117.65 4.15 Percent better than Standard: 3.4% ' RI 111 nmr. n MMPI IFS Total Conditioned Floor Area: 400 ft2 Floor Construction Type: ❑ Raised Floor ❑X Slab Floor . Building Type: Single Fam Detached Building Front Orientation: (Northeast) 45 deg Total Fenestration Area: 28.0% Number of Dwelling Units: 1.00 Total Conditioned Volume: 3,740 ft 3 ' Number of Stories: 1 Total Conditioned Slab Area: 400 ft 2 BUILDING ZONE INFORMATION t Zone Name Floor Area H -VAC- Setback) 4n0 Solar OPAQUE SURFACES Act. Gains Type Area U -Fac. Azm. Tilt Y / N .Flom_ 400 345 0 -Nall— Ion D"057 45 9.0 -Wall_ 270 0.057 135 90 1/!/.all 278 O-Q5Z 226. ---30 Wall_ X61 0.057 315 9.0 # of Thermostat Vent Volume Units Zone Type Type Hgt. Area x,790 —Ofl_ Conditioned— _Setback— —2 n1a Form 3 Reference B_38 Roof (13.38,2x14-16) B21-La1L(.VYL2].2x616 ) R21_W-al L(W-212x6J6.) .R--2J-W (VV 2-t2x61Ga g21 Wall (-W 21.2x616) Location / Comments HVAC: -1 .H Ar -1 HVAC -1 JiVAC-1 HVAC -1 i EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page:8 of 16 ' Com uter Method Summa Part 2 Of 3 C -2R 'Bernard Guest House 12/3/2004 Project Title Date FENESTRATION SURFACES # Type Area u- Factor SHGC Act. Azm. Glazing Type Tilt Location/ Comments J_ 1l_1Cind9w_.Eron.t_(N.ortheast) 940 —0-460- _0_3B_ 4.5_ _90 SieraaP_ac&c_CJad_(Lo1E) _HVAC_1 2 Window Front (Northeast) 48.0 0.460 0.38 45 90 Sierra Pacific Clad (Lo/E) HVAC -1 3 Window Left (Southeast) 3.0 0.460 0.38 135 90 Sierra Pacific Clad (Lo/E) HVAC -1 4 Window Left (Southeast) 15.0 0.460 0.38 135 90 Sierra Pacific Clad (Lo/E) HVAC -1 5 Window Left (Southeast) 3.0 0.460 0.38 135 90 Sierra Pacific Clad (Lo/E) HVAC -1 6 Window Rear (Southwest) 3.0 0.460 0.38 225 90 Sierra Pacific Clad (Lo/E) HVAC -1 _7' Window Rear (South—w st) 10.0 0.460 0.38 225 90 Sierra Pacific Clad (Lo/E) _HVAC -1 8 Window Right (Northwest) 3.0 0.460 0.38 315 90 Sierra Pacific Clad (Lo/E) HVAC -1 6 Window Right _(Northwest) 3.0 0.460 Q.38 1-5 90 Sierra Pacific Clad—(Lo/E) HVAC -1 INTERIOR AND EXTERIOR SHADING Window Overhang Left Fin Right Fin # Exterior Shade Type SHGC Hgt. Wd. Len. Hgt. LExt. REA Dist. Len. Hgt. Dist. Len. Hgt. 1 Bug Screen 0.76 2 Bug Screen 0.76 3 Bug Screen 0.76 4 Bug Screen 0.76 5 Bug Screen 0.76 6 Bug Screen 0.76 7 Bug Screen 0.76 8 Bug Screen 0.76 9 bug Screen 0.76 _ EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page:9 of 16 Computer Method Summary Minimum Efficiency (AFUE/HSPF)(ducts/attic, (Part 3 of 3) C -2R Bernard Guest House Thermostat Type Location / Comments Split Heat Pump 7.00 HSPF 12/3/2004 Project Title Setback HVAC -1 (Setback) ' Hydronic Piping Pipe Pipe Date THERMAL MASS FOR HIGH MASS DESIGN System Name Area Thick. Heat Inside Location Type (so (in.) Cap. Cond. Form 3 Reference R -Val. Comments Tile in Mortar 128. -U5 2.4. _0-6Z n/a _0. JEYAC-_/_lnteti.or Mass Concrete Hea)0weight 128 4_00 28 0_98 n/a 0 HVAC -1 / Slab on Grade Concret_-Q,11gavywe1ght 272 -4-00 2$_ 0.98 n/a 2 HVAC -1 / Slab on .Grade PERIMETER LOSSES F2 Insulation Type Length Factor R -Val. Depth Location / Comments Slab Perimeter 33 0.76 0.0 0 HVAC -1 SI.ab— edmeter 65 -1116 20 0 J±VAC-1 HVAC SYSTEMS Heating Equipment ' Type (furnace, heat pump, etc.) Minimum Efficiency (AFUE/HSPF)(ducts/attic, Distribution Type and Location etc.) Duct R -Value Thermostat Type Location / Comments Split Heat Pump 7.00 HSPF Ducts in Attic 4.2 Setback HVAC -1 (Setback) ' Hydronic Piping Pipe Pipe Insul.' System Name Length Diameter Thick. ' Cooling Equipment ,Minimum Duct Type (air conditioner, Efficiency Location Duct Thermostat Location / heat pump, evap. cooling) (SEER) (attic, etc,) R -Value Type Comments ' Split Heat Pump 12J3EEB Ducts in Attic 4.2 ----5-etback —HVA—C--1C(Setback) WATER HEATING SYSTEMS Ratedl Tank Energy Fact! 1 Tank Insul. Water Heater Water Heater Distribution # in Input Cap. or Recovery Standby R -Value System Name Type Type Syst. (Btu/hr) (gal) Efficiency Loss (%) Ext. Standard Gas 50 gal or Less Small Gas Standard 1 4-UQQ 50 0.52 n/a 12 1 For small gas storage (rated input — 75000 Btu/hr), electric resistance and heat pump water heaters, list energy factor. For large gas storage water heaters (rated input > 75000 Btu/hr), list Rated Input, Recovery Efficiency and Standby Loss. For instantaneous gas water heaters, list Rated Input, and Recovery Efficiency. RE I EnerovPro 3.1 By EnerovSoft User Number: 3665 Job Number: Paae:10 of 16 1 Computer Method Summa Addendum C -2R 'Bernard Guest House 12/3/2004 Project Title Date Special Features and Modeling Assumptions ' The local enforcement agency should pay special attention to the items specified in this checklist. These items require special written justification and documentation, and special verification to be used with the performance approach. The local enforcement aqencv determines the adequacy of the justification, and may reject a building or design that otherwise complies )ased on the adequacy of the special justification and documentation submitted. Plan Field The DHW System "Standard Gas 50 gal or Less" Energy Factor = 0.525. An EF below 0.58 requires an R-12 External Blanket. HIGH MASS Design(see C -2R) - Verify Thermal Mass: 128 sqft Tile in Mortar Interior Mass, 0.75' thick at HVAC -1 HIGH MASS Design(see C -2R) - Verify Thermal Mass: 128 sqft Exposed Slab Floor, 4.00" thick at HVAC -1, HIGH MASS Design(see C -2R) - Verify Thermal Mass: 272 sqft Covered Slab Floor, 4.00" thick at HVAC -1 HERS Required Verification These features must ha rnnfirmed and/nr tented by a certified HERS rater under the supervision of a CEC anDroved HERS provider. The HERS rater must document the field verification and diagnostic testing of these measures on a form CF -6R. plan Field The HVAC System "HVAC -1 (Setback)" includes Refrigerant Charge and Airflow Credit (or a TXV). A certified HERS rater must provide verification of the TXV, or measure the Refrigerant Charge and Airflow. The HVAC System "HVAC -1 (Setback)" is using reduced duct leakage to comply and must have diagnostic site testing of duct leakage performed by a certified HERS Rater. The results of the diagnostic testing must be reported on a CF -6R Form. ' Run Initiation Time: 12103104 14:53:21 Run Gocle: 110Z1144U1 EnergyPro 3.1 By EnergyS oft User Number: 3665 Job Number: Page: 11 of 16 1 1 i 1 1 1 f 1 1 1 1 1 1 1 1 1 1 PROPOSED CONSTRUCTION ASSEMBLY ENV -3 PROJECT NAME DATE Bernard Guest House 12/3/2004 PONENT DESCRIPTION THICK- NESS %MING (in.) ❑ 0.875 ❑ 0.010 ❑ 0.375 © 5.500 ❑ 0.625 El SUBTOTAL R -VALUE DESCRIPTION WOOD FRAME R -VALUE ASSEMBLY NAME ASSEMBLY R-21 Wall W.21.2x6.16 Floor Stucco 2 Membrane, Vapor -Permeable Felt 3 Plywood - TYPE (check one) X Wall 5 Gypsum or Plaster Board W W 7 Ceiling / Roof 8 2.60 w NFRAMING MATERIAL Wood 0.680 23.11 7.56 p FRAMING % 15% Framing % 15% (16" o.c. Wall) 12% (24" o.c. Wall) 10% (16" o.c. Floor/Cell.) SKETCH OF ASSEMBLY 7% (24" o.c. Floor/Ceil.) THICK- NESS %MING (in.) ❑ 0.875 ❑ 0.010 ❑ 0.375 © 5.500 ❑ 0.625 El SUBTOTAL R -VALUE DESCRIPTION WOOD FRAME R -VALUE OUTSIDE SURFACE AIR FILM 1 Stucco 2 Membrane, Vapor -Permeable Felt 3 Plywood - 4 Insulation, Mineral Fiber, R-21 5 Gypsum or Plaster Board 6 0.31 7 0.37 8 2.60 9 0.68 INSIDE SURFACE AIR FILM THICK- NESS %MING (in.) ❑ 0.875 ❑ 0.010 ❑ 0.375 © 5.500 ❑ 0.625 El SUBTOTAL R -VALUE CAVITY R -VALUE (Rc) WOOD FRAME R -VALUE 0.170 0.170 0.1751 0.175 0.060 0.060 0.465 0.465 21.000 5.445 0.562 0.562 0.31 2.631 0.37 0.98 2.60 0.26 0.68 0.680 0.680 23.11 7.56 *HEAT CAPACITY (Optional) WALL WEIGHT (lbs/sf) SPECIFIC HEAT (Btu/F-Ib) HC (A X B) (Btu/F-sf) [ 0.0433 X 0.85 ] 8.46 0.20 1.69 0.06 0.35 0.02 1.06 0.29 0.31 2.631 0.37 0.98 2.60 0.26 0.68 14.8 TOTAL HC 3.7 Rc R *NOTE: Weight and Specific Heat values for materials penetrated by wood framing include the effects of the framing members. [ 0.0433 X 0.85 ] + [ 0.1323 1 X L 0.15 1 / Rc 1 - (Fr% 1 100) 1 / Rf Fr% / 100 ASSEMBLY U -VALUE EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page:12 of 16 1 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY PROJECT NAME DATE � Bernard Guest House I 12/3/2004 SYSTEM NAME I FLOOR AREA HVAC -1 Setback , 400 j Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL COOLING PEAK COIL HTG. PEAK CFM Sensible Latent CFM I Sensible 509 11,113 1,053 294 10,997 0 556 550 0 0 30 1,148 773 1 30 1,469 0 0 556 550 I 13,373 1,826 13,566 HVAC EQUIPMENT SELECTION HP26-024/CB30M-21/26 (2 Ton) 19,741 1,184 14,372 5.3 kW Supplemental Electric 18,089 Total Adjusted System Output 19,741 1,184 32,461 (Adjusted for Peak Design Conditions) TIME OF SYSTEM PEAK Aug 2 pm Jan 12 am 1HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) I 24.0 OF 67.7 OF 84.3 OF 105.2 OF 105.2 OF Supply Air Ducts Outside Air O 30 cfm Heating Coil Aux. Heat Coil Supply Fan 104.6 OF 800 cfm ROOMS 70.0 OF 69.4 °F I Return Air Ducts :OOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) 114.1 / 80.3 OF 80.0 / 64.5 OF 57.1 / 55.6 OF 57.1 / 55.6 OF O' Supply Air Ducts Outside Air 30 cfmF Cooling Coil Supply Fan 57.8 / 55.9 ° 800 cfm 45.2% R.H. i ROOMS 78.6/63.8 °F 78.0 / 63.6 OF >% Return Air Ducts 'I EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number. Page: 13 of 16 ROOM LOAD SUMMARY PROJECT NAME Bernard Guest House DATE 12/3/2004 SYSTEM NAME HVAC -1 Setback FLOOR AREA 400 ROOM LOAD SUMMARY ROOM COOLING PEAK COIL COOLING PEAK COIL HTG. PEAK ZONE NAME ROOM NAME Mult. CFM SENSIBLE LATENT CFM SENSIBLE LATENT CFM SENSIBLE HVAC -1 HVAC -1 1 509 11,113 1,053 509 11,113 1,053 294 10,997 PAGE TOTAL 1 509 11,113 1,053 294 10,997 TOTAL 1 509 11,113 1,053 294 10,997 EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page: 14 of 16 ROOM HEATING PEAK LOADS Project Title Date Bernard Guest House 12/3/2004 Room Information Design Conditions Room Name HVAC -1 Time of Peak Jan 12 am Floor Area 400 Outdoor Dry Bulb Temperature 24 OF Indoor Dry Bulb Temperature 700E Conduction Area U -Value AT of Btulhr R-38 Roof R.38.2x14.16 400.0 x 0.02791 x 46.0 = 513 R-21 Wall W.21.2x6.16 809.0 x 0.0566 x 46.0 = 2,107 S]eua_Racifis.-Qlad.(LclE) 112.0 x 0.4600 x 46.0 = 2,370 Slab -On -Grade perimeter = 98.0 x x 45.5 = 4,459 x x = x x x x = x x = x x = x x X x = X x x x x x = x x = x x x x X x x x = x X x x x x x x x x = x x = x x x x = x x = x x x x x x x x x- x = x x = x x x x x x = X x = x x = Items shown with an asterisk (') denote conduction through an interior surface to another room. Page Total: 9 450 �O �� r Infiltration: 1.00 x 1.080 x � 400 x 9.35 x 0.50 /60 x �I = I 1,548 ehedule Air Sensible Area Ceiling Height ACH DT Fraction TOTAL HOURLY HEAT LOSS FOR ROOM 10,997 EnergyPro 3.1 By EnergySoft User Number. 3665 Job Number: Page: 15 of 16 RESIDENTIAL ROOM COOLING LOAD SUMMARY Bernard Guest House 12/3/2004 Project Title Date Room Name HVAC -1 Design Indoor Dry Bulb Temperature: 780F DesignDesign Outdoor Dry Bulb Temperature: 115 F Design Temperature Difference: 370F Conduction � R-38 Roof R.38.2x14.16 R-21 Wall W.21.2x6.16 Terra Pacific Clad Lo/E Area 4CO.d, 809.0 112.0 X U -Value 1 0.02791 X X X X X X X X DETD 1 = = = = = = = - Btu/hr I 56.0 625 35.6 1,631 37.0 1,906 FxdGlsWdw M1 FxdGlsWdw 1-3 (Southwest) (Northwest) FxdGlsWdw 1-2) (Northwest) xF�i+ x 48.0 X 3.0 48 ) x 1. Design Equivalent Temperature Difference (DETD) Page Total a 162 Items shown with an asterisk (') denote conduction through an interior surface to another room. Shaded Unshaded Solar Gain Orientation Area SGF Area SGF SC Btu/hr FxdGlsWdw L1 _(Northeast m.ch(14.) FxdGlsWdw 1-5 (Northeast) (Southeast) FXdGISWdW 1-4 (Southeast) FxdGlsWdw (M2) (Southeast) FxdGlsWdw 1-3 (Southwest) FxdGlsWdw M1 FxdGlsWdw 1-3 (Southwest) (Northwest) FxdGlsWdw 1-2) (Northwest) xF�i+ x ( 0.0 x+ 15� 24.0 x XL162) 48 ) X 0.423 = = 487 ( 0.0 xF�i+ x 48.0 X 3.0 48 ) x 0.423 = 0.423 975 ( 0.0 xx 1 + 62 ) x 0.423 = )x 79 ( D.0 X 1 Al + 15.0 X 62) x 0.423 = 393 ( 0.0 x + 3.0 x 62) x , 0.423 = 79 (1 0.0 x �� + 3.01 x 62) X 0.423 = 79 ( 0.0 x 15� + 10.0 XL162) x 0.423 = 2620.0 x 1 + 3.0 x)X 0.423 = 610.0X 1 + 3.OX )x 0.423_ 61x + x)x =� Sched. Page Total 2 a7s ' Internal Gain Frac. Area Heat Gain Btu/hr Lights 1.00 x 400 x 0.500 Watts/sgft x 3.41 Btuh/Watt = 683 Occupants 1.00 x 400 x 250 Btuh/OCC. / 200 sgft/occ. = 500 Recep BtuhfWaft Process 1,00 x 400 x 0.000 Watts/sgft x 3.413 BtuhlVNatt = 2 040 Infiltration: L o9 x � x � x 9_3 x 0.50 / 60] = 1245_ ' Schedule Air Sensible Area Ceiling Height ACH �T Fraction TOTAL HOURLY SENSIBLE HEAT GAIN FOR ROOM 11,113 ' Sched. Latent Gain Frac. Area Heat Gain Btu/hr Occu ants I -110000 x 400 x 200 Btuh/occ. I 200 sqft/occ. = 400 ' Receptacle x 400 x 0.000 Watts/sgft x 3.41 Btuh/Watt = D (Process x 400 x 0.0001 Watts/sqft x 3.41 Btuh/Watt = D Infiltration: x 4 840 x 400 x Height x 60] 0.00433 chedule Air Latent Area Ceiling Height ACH _W Fraction TOTAL HOURLY LATENT HEAT GAIN FOR ROOM 1,053 ' ,EnergyPro 3.1 By EnergySoft User Number: 3665 Job Number: Page: 16 of 16 TAAsr.T REPORT OF OBSERVATIONS AND TESTING DURING ROUGH GRADING TRADITION - TRACT 28470 LA QUINTA, CALIFORNIA , f L i i Prepared By — ' Sladden Engineering 6782 STANTON AVE_, SUITE E BUENA PARK, CA 90621 (2 13) 864.4121 (714) 523-0952. j r f: ` Sladden Engineering r `• V ' Sllddden Engin"eering 6782 Stanton Ave., Suite E, Buena Park, CA 90621 (310) 864-4121 (714) 523-0952 Fax (714) 523-1369 39-725 Garand Ln., Suite G, PaIrn Desert, CA 92211 (619) 772-3893 Fax (619) 772-3895 July 30, 1997 Project No. 522-6138-G 1 Tradition Club Associates, LLC c/o Winchester Development Company 41-865 Boardwalk, Suite 101 Palm Desert, California '92211 Attention: Mr. Mike Rowe Project: Tradition- Tract 28470 La Quinta, California Subject: Report of Observations and Testing During Rough Grading Ref: Geotechnical Update prepared by Sladden Engineering dated December 12, 1996; Project No. 444-6130 Summarized in this -report are our observations and the results of in-place density tests performed at the project site during rough grading. The rough grading consisted of the grading of an eighteen hole golf w6se surrounded by residential building pads. As indicated in the previous geotechnical reports and summarized in the referenced Geotechnical Update, portions -of the project site including some of the building pads were previously graded in 1988 as part of the East La Quinta Flood Control project. Due to the varying soils conditions on the site (including previously graded building pads), the extent of theremedial grading -work performed during rough grading varied across the site. Observations and field testing was performed during the rough grading operations from January 2, 1997 to April 4, 1997. Grading operations were performed by Nuevo Engineering using .conventional heavy equipment. A representative of Sladden Engineering was present on the site continuously during the grading of building pads and intermittantly during the grading of golf course areas. July 30, 1997 (2) Project No. 522 -6138 -GI Field Tests: In-place moisture/density tests were performed using a nuclear density gauge in accordance with test methods ASTM D 2922 and ASTM D 3017. A total of 1417 tests were performed during the initial rough grading. The approximate test locations are indicated on the grading plans included with this report and test results are summarized on the attached data sheets. Testing indicates that a minimum of 90 percent relative compaction was attained in the areas tested. The passing test results indicate compliance with the project specifications at the tested locations and depths but are no guarantee or warranty of the contractor's work. Laboratory Tests: The moisture -density relationships for the tested materials were determined in the laboratory in accordance with test method ASTM D 1557-91. Laboratory test results are summarized on the attached data sheet. Discussion: As previously discussed, the remedial grading performed at the site varied with location and soils conditions. Prior to grading, the building areas were stripped of weeds, brush and other surface vegetation. Clearing operations also included the removal of citrus trees and other trees from the lower (northern) portion of the site. In general, remedial grading throughout the southern portion of the site consisted of watering and compaction of the native soils in-place along with the placement of engineered fill material to construct the building pads. Native soils were watered so that near optimum moisture content was attained to a minimum depth of three feet below original grade or.four feet below pad grade, whichever was deeper. The exposed surface was compacted so that at least 90 percent relative compaction was attained to a depth of two feet below original grade or three feet below pad grade, whichever was deeper. In most areas, fill material obtained from the adjacent golf course areas was placed to construct the building pads. The lots graded as described above included lots 150 through 229 and 238 to 241. The majority of the lots located within the middle portion of the site were previously rough graded. These lots were cleared of weeds and brush and watered prior to grading_ In general, grading consisted primarily of some minor cuts and fills (some in excess of 10 feet) to achieve the plan elevations. In most cases, the building pads did not extend laterally beyond the previously graded building. pads. In areas where the pads were extended substantially (such as along the rear property lines of lots 81 through 84), the fills were initiated within firm native soils near the toe of the slopes. A keyway was established near the toe of the slope and fill soils were benched into the existing slope during placement. The previously graded lots that were regraded as described above include lots 27 through 36 and lots 76 through 150. Sladden Engineering July 30, 1997 (3) Project No. 522-6138-G I The remedial grading performed throughout the northern portion of the site included overexcavation and recompaction within the building areas. In general, lots were overexcavated to a depth of at least three feet below original grade. The previously removed soils were replaced in thin lifts and compacted along with fill soils obtained from the nearby golf course areas to construct the building pads. The lots that were overexcavated include lots 1 through 26 and 37 through 75; and the maintenance building area. Some of the residential lots have been used for the storage of rock, trees, other construction materials and excess fill soils subsequent to grading. Although some of these lots may require additional clearing or fine grading„ no degradation of the compacted fill material is expected. Fill material was stockpiled on lots 193 through 207 for use during the future grading of lots 230 through 236. The stockpiled material was not tested because it will be removed at a later date. Irrigation lines were encountered in the area of the existing pond and accessing the pond. The pond was removed during grading but some of the irrigation lines were left in place for future abandonment. These irrigation lines should be removed from building pads and roadway areas when abandonment is allowed_ The resulting excavations should be properly backfilled and backfill material should be properly compacted. Recommendations: The allowable bearing pressures recommendedin the original Geotechnical Engineering Report prepared by Buena Engineers, Inc. dated November 27, 1984 (B -14796-P1, 84-11-216) remain applicable. Conventional shallow spread footings should be bottomed in properly compacted fill material at least 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least two feet wide. Continuous footings and isolated pad footings may be designed utilizing an allowable bearing pressures of 1500 psf. An allowable increase of 200 psf for each additional six inches of depth may be utilized if desired. The maximum 'allowable bearing pressure should be 3000 psf. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading. Lateral forces may be resisted by friction acting along the base of the foundations and passive resistance along the sides of the footings. A friction coefficient of 0.45 times the normal dead load forces is suggested for use in design. Passive resistance may be estimated using an equivalent fluid weight of 300 pcf. If used in combination, we suggest that either the frcitional resistance or the passive resistance be reduced by one-third. Slodden Enginee(in9 July 30, 1997 (4) Project No. 522-6138-G I Cantilever retaining walls should be designed using "active" pressures. Active pressures may be estimated using an equivalent fluid weight of 35 pcf. Walls that are restrained should be designed using "at rest" pressures. At rest pressures may be estimated using an equivalent fluid weight of 55 pcf. The. given design pressures are applicable for free - drained level backfill conditions. The project site is located in a seismically active area and the potential for seismic activity should be considered in building design. In general, the Uniform Building Code requirements for Seismic Zone 4 should be adequate for the design of the planned residential structures. Because some of the site soils (primarily the silty sands and sandy silts encountered throughout the northern portion of the site) may be susceptible to settlements due to the introduction of excess moisture, care should be taken to minimize infiltration adjacent to building foundations. Positive drainage should be provided to direct water away from the structures. The ponding of water adjacent to buildings or paved areas should not be allowed. Proper grading should be performed to direct stormwater runoff away from structures and landscape irrigation should be minimized. Limitations: Sladden Engineering has prepared this report for the exclusive use of the client and it's authorized representatives. This report has been prepared in accordance with generally accepted geotechnical engineering practices as of this date. No other warranties, either expressed or implied are made. If there are any questions regarding this report or the testing summarized herein, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERING � t Ho/gan R. Wright Project Engineer :y N ;. Brett L. An erson XO Principal Engineer Copies: 2- Tradition Club Associates, LLC 2- Winchester Development Company gladden Engineering , t July 30, 1997 (5) Project No. 522-6138-G 1 Laboratory Test Results: .Gray brown fine to coarse grained sand with gravel (SP) Maximum Dry Density - 127.8 pcf / Optimum Moisture Content - 8.7% Brown silty fine to coarse grained sand with gravel (SM) Maximum Dry Density - 123.5 pcf / Optimum Moisture Content - 7.9% Brown slightly silty fine to coarse grained sand with gravel (SP) Maximum Dry Density - 130.7 pcf / Optimum Moisture Content - 8.7% Brown silty fine grained sand (SM) Maximum Dry Density - 116.2 pcf / Optimum Moisture Content - 13.4% Brown very silty fine grained sand (SM) Maximum Dry Density - 110.0 pcf / Optimum Moisture Content - 11.7% Brown silty fine to medium grained sand (SM) Maximum Dry Density - 120.0 pcf / Optimum Moisture Content - 8.9% } , i 1 1 Sladden Engineering 06/04/2002 13:40 1' I Aug -03-99 10:06A 7603426164 YOUNG_ENGINEERING SE' �P-- 2 8 7b i99� )T [Ft�RM B�1ILDING'C ODE iNFORMATIGH ?AGE 01 Recently tite International Conference of Building officials issued the 1997 UnifCrtn Building C~ncic captaining' suhstjtntial revision: Find additions to the earlliquake engineering section in Chapter 16. Now concepts contained in the updated code that wilt likely he relevaill to construction ol'the proposed structures are sutnmxrired below. Ground shaking is expected to be the lrrisnary hazard ut�toslairkcle t0 ual�es. Majo f Upon proxrttthy to significant fauns based crs�sable of g nb -/.ones considered t0 be tnost likely to create strong ground shaking at tfie :site listed Wow'. _ -- ` —' �►A fit'uaamat� llicttnncc l k'ault Type From Site 99717Bt. Fault Zone —• San Andreas 12.S.ktn A — _ _ . .30 krn `�' LSq lacintn — — the soil Boxed on our field observations and underst�andin+gs of de �-ibrdtas`stiff 4'r dense soil, pr0[ilc tyre judged appli able to this site is So, gc•nal The site is located within (J13C: Seise lie Mitigatio Zone 4, a lillowingt ew construcble tion Upresents on adoption cociTicients and factors rcievant to s b 01' the 1997 code. _ Near-Sorarcc Ness-•�aurce SeisYnlc Seismic AeeeIeratian Velud:ti GuefScicnt C:oePficient IScftrmic Factor Nv ca CV —. ,ourcc — ! aetasr. Na Sr�n Andreas ' U U.4 0.64.. �. L,an Jacinto 1.0 -- — Project No. 522-6138 August 3s 19911 . P.02 File: 422-6138 January 31, 1997 Page 1 Test No Date Loc Eley. Moist Cont Percent Fld Dry Den Max Dry Den Lbs/Cu Ft Lbs/Cu Ft Percent . Maximum 1 1-02-97 K Street 134.0 8.50 119.8 127.8 93.7 2 1-02-97 it135.0 8.25 120.0 127.8 93.8 3 1-02-97 136.0 8.75 119.5 127.8 93.5 4 1-02-97 135.0 8.50 119.8 127.8 93.7 5 1-02-97 136.0 8.75 118.1 127.8 92.4 6 1-02-97 137.0 8.50 119.3 127.8 93.3 7 1-02-97 137.0 8.75 119.0 127.8 93.1 8 1-02-97 138.0 8.75 117.2 127.8 91.7 9 1-03-97 139.0 8.75 119.1. 127.8 93.1 10 1-03-97 140.0 8.75 119.3 127.8 93.3 11 1-03-97 Pad 220 153.0 7.50 121.8 127.8 9 5. 3 12 1-03-97 154.0 9.00 117.8 127.8 92.2. 13 1-03-97 Pad 219 1.53.0 8.50 117.5 127.8 91.9 14 1-03-97 Pad 218 151.0 8.50 119.3 127.8 93.3 15 1-03-97 Pad 221 151.0 8.25 119.1 127.8 93.1 16 1-03-97 it152.0 8.00 120.3 127.8 94.1 17 1-03-97 151.0 8.25 119.6 127.8 93.8 18 1-03-97 152.0 8.25 119.1 127.8 93.1 Siodden Engineering File: 422-6138 ' January 31, 1997 Page 2 Moist Cont Fld Dry Den Max Dry Den Percent Test No Date Loc Eley Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 19 1-03-97 Pad 220 154.0 8.25 120.0 127.8 93.8 20 1-03-97 ". 154.0 8.5 i 120.7 127.8 93.8 21 1-03-97 154.0 8.50 119.3 127.8 93.3 22 1-03-97 of150.0 8.$0 i 118.8 127.8 92.9 23 1-03-97 151.0 8.50 118.8 127.8 92.9 24 1-03-97 151.0 8.25" 119.6 127.8 93.5 25 1-06-97 Pad 239 142.0 7.75 120.4 127.8 94.2 26 1-06-97 143.0 8.50 i 119.3 127.8 93.3 27 1-06-97 144.0 9.00 118.8 127.8 92.9 28 1-06-97 Pad 239/240 140:0 8.25 .118.7 127.8 92.8 29 1-06-97 141.0 8.00 119.9 127.8 93.8 30 1-06-97 142.0 8.25 119.6 127.8 93.5 31 1-06-97 Pad 238/239 145.0 8.75 120.4 127.8 94.2 32 1-06-97 Pad 219 146.0 8.75 119.6 127.8 94.2 33 1-06-97 154.0 9:00 118.8 127.8 92.9 34 1-06-97 154.0 9.00 117.8 127.8 92.1 35 1-06-97 .154.0 j 8.75 119.5 127.8 93.5 36 1-06-97 Pad 218 154.0 9.00 119.2 ' 127.8 93.3 1 i Slodden Engineering r - File: 422-6138 January31, 1997 Page 3 Test Moist Cont Fid Dry Den Max Dry Den Percent No Date Loc Eley, Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 37 1-06-97 Pad 218 152.0 .9.00 118.8 127.8 92.9 38 1-06-97 152.0 8.75 119.0 127.8 93.1 39 1-06-97 Pad 241 150.0 9:00 117.8 127.8 92.1 40 1-06-97 Pad 241 150.0 r 9.00 118.8 127.8 92.9 41 1-07-97 152.0 9.00 118.8 127.8 92.9 r 42 1-07-97 Pad 239 152.0 875 121.8 127.8 95.3 43 1-07-97 153.0 9:00 120.6 127.8 94.3 44 1-07-97 154.0 9!25 119.9 127.8 93.8 45 1-07-97 Pad 238 152.0 9.00 120.6 127.8 94.3 46 1-07-97 153.0 9.25 119.9 127.8 93.8 47 1-07-97 154.0 9.00 120.6 127.8 94.2 48 1-07-97 Pad 217 145.0 8.75 120.4 127.8 94.2 49 1-07-97 147.0 8.75 119.5 127.8 93.5 50 1-07-97 148.0 8.75 119.5 127.8 93.5 51 1-07-97 149.0 8.75 120.9 127.8 94.6 52 1-07-97 Pad 216 145.0 9.00 119.2 127.8 93.3 53 1-07-96 If 146.0 .8.75 118.6 127.8 92.8 54 1-07-97 it147.0 9.00 120.1 127.8 94.0 55 1-07-97 Pad 215 144.0 9.00 119.7 127.8 93.6 Slodden Engineering 1 File: 422-6138 January 31, 1997 Page 4 Test NoDate Loc Eley. Moist Cont Percent Fid Dry Den Max Dry Den Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 56 1-07-97 Pad 215 145.0 8.75 119:5 127.8 93..5 57 1-07-97 fI146.0 9.00 118.8 127.8 92.9 58 .1-07-97 Pad 214 143.0 9.00 120.6 127.8 94.3 59 1-07-97 144.0 8.75 120.4 127.8 94.2 60 1-07-97 145.0 9. 1 00 119.7 127.8 93.6 61 1-07-97 Pad 213 141.0 ' 8.75 120.4 127.8 94.2 62 1-07-97 It142.0 9.00 119.7 127.8 93.6 63 1-07-97 143.0 9.00 120.6 12.7.8 94.3 64 1-07-97 Pad 212 139.0 8'75 119.5 127.8 93.5 65 1-07-97 140.0 9`.00 120.6 127.8 94.3 66 1-07-97 141.0 8'.75 120.0 127.8 93.8 67 1-07-97 Pad 211 135.0 9,.00 1.20.6 127.8 94.3 68 1-07-97 136.0. 8.75 117.2 127.8 91.7 69 1-07-97 137.0 8.75 119.0 127.8 93.1 70 1-07-97 Pad 210 130.0 8.75 120.4 127.8 94.2 71 1-07-97 131.0' 9.00 119.2 127.8 93.3 72 1-07-97 132.0 8.75 118.6 127.8 92.8 73 1-08-97 Pad 217 150.0 9.00 119.2 127.8 93.2 Sladden Engineering File: 422-6138 January 31, 1997 Page 5 Test Moist Cont Fid Dry Den Max Dry Den Percent No Date Loc Eley. Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 74 1-08-97 Pad 217 150.0 •875 119.5 127.8 93.5 75 1-08-97 it150.0 9.00 118.8 127.8 92.9 76 1-08-97 Pad 216 148.0 8.75 119.0 127.8 93.1 77 1-08-97 148.0 8.75 119.5 127.8 93.5 78 1-08-97 148.0 4.00 119:2 127.8 93.2 79 1-08-97 Pad 215 147.0 9.00 119.2 127.8 93.2 80 1-08-97 147.0 9.00 119.2 127.8 93.2 81 1-08-97 147.0 9.00 119.2 127.8 93.2 82 1-08-97 Pad 214 146.0. 9.00 118.8 127.8 92.9 83 1-08-97 146.0 8.75 119.5 127.8 93.5 84 1-08-97 146.0 8.75 119.0 127.8 93.1 85 1-08-97 Pad 229 142.0 9.00 119.7 127.8 93.6 86 1-08-97 143.0 9.00 119.2 127.8 93.2 87 1-08-97 144.0 8.75 119.5 127.8 93.5 88 1-08-97 Pad 228 138.0 8.75 119.5 127.8 93.5 89 1-09-97 139.0 9.00 119.7 127.8 93.1 90 1-09-97 140.0 8.75 119.0 127.8 93.1 91 1-09-97 Pad 227 135.0 9.00 119.7 127.8. 93.6 92 1-09-97 136.0 9.00 118.8 127.8 92.9 Slodden Engineering File: 422-6138 January 31, 1997 Page 6 Test Moist Cont Fld Dry Den Max Dry Den Percent No Date Loc, Elev Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 93 1-09-97 Pad 227 137.0 8.75 120.0 127.8 93.8 94 1-09-97 Pad 226 13 5.0 9.00 119.2 127.8 93.2 95 1-09-97 136.0 8.75 119.0 127.8 93.1 96 1-09-97 137.0 9.00 118.8 127.8 92.9 97 1-09-97 Pad 225• 140.0 9.00 119.2 127.8 93.2 98 1-09-97 141.0 9.00 119.2 127.8 93.2 99 1-09-97 142.0 8.75 118.6 127.8 92.8 100 1-10-97 Pad 210 133.0 6.90 126.0 127.8 99.0 101 1-10-97 If133.0 7.20 123.4 127.8 97.0 102 1-10-97 if133.0 7.30 120.9 127.8 95.0 103 1-10-97 Pad 211 138.0 6;80 127.2 127.8 99.0 104 1-10-97 138.0 7:50 126.4 127.8 99.0 105 1-10-97 138.0 7'30 131.0 127.8 97.0 106 1-10-97 Pad 212 142.0 10.2 142.0 127.8 98.0 . 107 1-10-97 142.0 7.00 I 125.1 127.8 98.0 108 1-10-97 142.0 7.50 124.0 127.8 97.0 109 1-10-97 Pad 213 144.0 7.90 123.2 127.8 96.0 110 1-10-97 144.0 6.70 122.9 127.8 96.0 111 1-10-97 144.0 8.60 124.7 127.8 98.0 Slodden Engineering File: 422-6138, January 31, 1997 Page 7 k Test No Date Loc Elev Moist Cont Percent Fld Dry Den Max Dry Den Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 112 1-10-97 Pad 208 114.0 9.40 122.7 127.8 96.0 113 1-10-97 it115.0 8.40 124.5 127.8 97.0 114 1-10-97 if116.0 7.20 122.1 127.8 96.0 115 1-10-97 Pad 205 115.0 7.70 122.7 127.8 96.0 116 1-10-97 116.0 8.60 121.3 127.8 95.0 117 1-10-97 117.0 8.40 123.1 127.8 96.0 118 1-10-97 Pad 201 109.0 8.10 121.1 127.8 95.0 119 1-10-97 110.0 7.70 124.9 127.8 98.0 120 1-10-97 111.0 7.10 120.9 127.8 95.0 121 1-10-97 Pad 199 105.0 8.60 121.3 127.8 95.0 122 1-10-97 106.0 8.40 121.4 127.8 95.0 123 .1-10-97 107.0 8.60 123.3 127.8 96.0 124 1-10-97 Pad 197 105.0 10.3 121.6 127.8 95.0 125 1-10-97 106.0 8.70 120.9 127.8 95:0 126 1-10-97 107.0 6.90 121.4 127.8 95.0 127 1-14-97 Pad 199 108.0 8.25 122.4 127.8 95.7 128 1-14-97 109.0 7.75 122.9 127.8 96.1 '129 1-14-97 110.0 9.25 121.2 127.8 94.8 130 1-14-97 Pad 198 108.0 9.00 120.1 127.8 93.9 Slodden Englneedng File: 422-6138 January 31, 1997 Page 8 s Test No Date Loc Eley. Moist Cont Percent Fld Dry Den Max Dry Den Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 131 1-14-97 Pad 198 109.0 8.75 120.9 127.8 94.6 132 1-14-97 110.0 8.50 119.3 127.8 93.3 133 1-14-97 Pad 197 109.0 8.50 121.6 127.8 95.1 134 1-14-97 ' 11.0 8.75 120.9 127.8 94.6 . 135. 1-14-97 111.01 9.00 120.6 127.8 94.3 136 1-14-97 Pad 196 11.0 8.25 121.9 127.8 95.3 137 1-14-97 111.0 8.50 121.1 127.8 94.7 s 138 1-14-97 ". 112.0 8.75 119.0 127.8 93.1 139 1-14-97 Pad 203 112.0 i 8.25 119.1 127.8 93.1 140 1-14-97 113.0 8.75 120.4 127.8 94.2 141 1-14-97 114.0 8.00 122.2 127.8 95.6 142 1-14-97 Pad 204 112.0 9.25 120.3 127.8 94.1 143 1-14-97 113.0 7.75 119.7 127.8 93.6 144 1-14-97 114.0 8.25 120.5 127.8 94.2 145 1-14-97 Pad 202 112.0 8.50 121.1 127.8 94.7 146 1-14-97 113.0 8.25 121.0 127.8 94.6 147 1-14-97 114.0 8.00 119.9 127.8 93.8 148 1-15-97 Pad 200 110.0 8.75 119.0 127.8 93.1 149 1-15-97 111.0 8.75 119.0 127.8 93.1 Sladden Engineering t File: 422-6138 January 31, 1997 Page 9 Test No Date 'Loc Eley. M6ist Cont Percent Fld Dry Den Lbs/Cu Ft Max Dry Den Percent Lbs/Cu Ft Maximum 150 A-15-97 Pad 200 112.0 9.00 119.8 127.8 93.6 151 1-15-97 Pad 207 116.0 9.25 120.8 127.8 94.5 152 1-15-97 117.0 9.50 121.4. 127.8 94.9 153 1-15-97 118.0 9.00 120.6 127.8 94.3 154 1-15-97 Pad 206 116.0 9.25 118.5 127.8 92.7 155 1-15-97 117.0 8.75 119.0 127.8 93.1 156 1-15-97 118.0 8.50 119.8 127.8. 93.7 157 1-15-97 Pad 204/205 113.0 8.75 120.0 127.8 93.8 158 1-15-97 114.0 9.00 122.0 127.8 95.4 159 1-15-97 119.0 8.75 119.0 127.8 93.1 160 1-15-97 Pad 203 114.0 9.00 121.5 127.8 95.0 161 1-15-97 115.0 8.50 120.7 127.8 94.4 162 1-15-97 115.0 8.50 120.7 127.8 93.1 163 1-15-97 Pad 201 112.0 9.25 120.8 127.8 94.5 164 1-15-97 If 113.0 8.75 119.5 127.8 93.5 165 1-15-97 if114.0 .9.25 120.3 127.8 94.1 166 1-16-97 Pad 221 154.0 9.25 117.6 127.8 92.0 167 1-16-97 154.0 9.25 116.7 127.8 91.3 168 4-16-97 154.0 9.00 118.3 127.8 92.5 Sudden Engineering File: 422-6138 ; January 31, 1997 Page 10 Test Moist Cont Fld Dry Den Max Dry Den Percent No. Date Loc. Eley. Percent t Lbs/CL Ft Lbs/Cu Ft Maximum 169 1-16-97 Pad 222 150.0 9.00 117.4 127.8 91.8 ,170 1-16-97 150.0 9.25 117.1 127.8 91.6 171 1-16-97 150.0 8.75 117.2 127.8 91.7 172 1-16-97 Pad 241 154.0 8.75 118.1 127.8 92.4 173 1-16-97 " . 154.0 8.75 119.7 127.8 93.6 174 1-16-97 154.0 9.00 119.7 127.8 93.6 175 1-16-97 Pad 240 155.0 9.25 118.5 127.8 92.7 j 176 1-16-97 155.0 8.75 116.7 127.8 91.3 177 1-16-97 155.0 8.75 1.20.9 127.8 94.6 178 1-16-97 Pad 239 157.0 8.75 118.1 127.8 92.4 179 1-16-97 157.0 49.00 118.3 127.8 92.6 180 1-16-97 157.0 9.00 119.2 127.8 93.3 181 1-16-97. Pad 238 157.0 9.25 120.8 127.8 94.5 182 1-16-97 to 157.0 9.00 120.6 127.8 94.3 183 1-16-97 157.0 1 9.00 118.3 127.8 92.6 184 1-16-97 Temp Prkg 157.0 12.00 105.8 127.8 91.0 185 1-16-97 157.0, 11.75 106.4 127.8 91.5 186 1-16-97 157.0 3 12.00 105.3 127.8 90.6 187 1-16-97 157.0 12.25 105.5 127.8 90.7 Slodden Engineering File: 422-6138 January 31, 1997 Page 11 Test No. Date Loc Eley. Moist Cont Percent Fld Dry Den Max Dry Den Percent Lbs/Cu Ft Lbs/Cu Ft M xw 188 1-17-97 Lot 189 117.0 9.5 121.9 127.8 95.0 189 1-17-97 118.0 8.8 121.2 127.8 95.0 190 1-17-97 119.0 110.0 119.5 127.8 94.0 191 1-17-97 Lot 190 116.0 9.2 122.8 127.8 96.0 192 1-17-97 117.0 " 9.0 120.8 127.8 95.0 193 1-17-97 It118.0 7.9 130.4 127.8 95.0 194 1-17-97 Lot 191 112.0 '11.7 123.4 127.8 97.0 195 1-17-97 it113.0 10.8 121.5 127.8 95.0 196 1-17-97 114.0 '10.2 i 118.6 127.8 93.0 197. 1-17-97 Lot 192 108.0 9.0 118.8 127.8 92.9 198 1-17-97 109.0 8.7 116.7 127.8 91.3 199 1-17-97 108.00 9.0 117.4 127.8 91.8 200 1-17-97 109.0 9.0 120.6 127.8 94.3 201 1-17-97 Lot 191 114.0 9.2 120.8 127.8 94.5 202 1-17-97 to115.0 .9.5 120.0 127.8 93.9 203 1-17-97 it116.0 9.5 120.0 127.8 93.9 204 1-17-97 Lot 190 119.0 8.7 119.0 127.8 93.1 205 1-17-97 It 120.0 9.0 120.1 127.8 94.0 206 1-17-97 If 121.0 '9.2 121.2 127.8 94.8 Sudden Engineering i He: 422-6138 January 31, 1997 Page 12 i est No Date Loc. Eley. Moist cont Percent r►a liry Len Max liry lien rercent Lbs/Cu Ft Lbs/Cu Ft Maxim 207 1-17-97 Lot 189 121.0 .9.0 119.7 127.8 93.6 208 1-17-97 .122.09.0 119.2 127.8 93.3 209 1=17-97 123.0 9.2 118.9 127.8 93.1 210 1-21-97 Lot 188 116.0 10.3 113.0 127.8 88.0 211 1-21-97 117.0 :9.6 120.2 127.8 94.0 212 1-21-97 118.0 10.3 116.0 127.8 91.0 213 1-21-97 Lot 187 112.0 '8.7 118.7 127.8 93.0 214 1-21-97 113.0 11.0 113.7 127.8 89.0 215 1-21-97 114.0 X8.1 115.5 127.8 90.0 216 1-21-97 Lot 223 143.0 10.5 114.7 127.8 90.0 217 1-21-97 of 144.0 10.9 120.7 127.8 94.0 218 1-21-97 145.0 9.6 118.7 127.8 93.0 219 1-21-97 'r 146.0 10.3 120.0 127.8 94.0 220 1-21-97 Lot 224 141.0 i. 10.3 i 118.5 127.8 93.0 221 1-21-97 142.0 9.6 121.2 127.8 95.0 222 1-21-97 143.0 9.8 118.0 127.8 92.0 223 1-21-97 144.0. 11.0 118.2 127.8 93.0 224 1-21-97 Lot 225 140.0 10.3 120.0 127.8 94.0 a Sladden Engineering I File: 422-6138 January 31, 1997 Page 13 Test No Date Loc Eley., Moist Cont PercentLbs/Cu Fld Dry Den Max Dry Den Percent Lbs/Cu Ft Maximum 225 1-21-97 Lot 225 141.0 10.0 120.7 127.8 94.0 226 1-21-97 142.0 10.7 119.5 127.8 94.0 227 1-21-97 Lot 186 109.0 9.9 116.5 127.8 91.0 228 1-21-97 It110.0' 9.4 114.0 127.8 89.0 229 1-21-97 110.0 8.5 116.5 127.8 91.0 230 1-21-97 Lot 185 106.0 10.8 115.5 127.8 9Q0 231. 1-21-97 107.0 8.7 118.2 127.8 93.0 232 1-21-97 108.0 8.9 119.0 127.8 93.0 233 1-21-97 Lot 184 103.0 10.1 117.2 127.8 92.0 234 1-21-97 104.0 10.7 117.5 127.8 92.0 235 1-21-97 105.0 10.0 120.7 127.8 94.0 236 1-21-97 Lot 183 100.0 9.6 117.7 127.8 92.0 237 1-21-97 101.0 10.3 116.0 127.8 91.0 238 1-21-97 102.0 *10.3 120.0 127.8 .94.0 239 1-21-97 Lot 182 97.0 9.4 120.5 127.8 94.0 240 1-21-97 " . 98.0 9.8 118.5 127.8 93.0 241 1-21-97 99.0 9.6 119.7 127.8 94.0 242 1-21-97 Lot 181 93.0 9.6 117.7 127.8 93.0 Slodden Engineering File: 422-6138 January 31, 1997 Page 14 + Test Moist Cont Fld Dry Den Max DryDen Percent No Date Loc Eley. Percent Lbs/ uFt Lbs/Ft Maximum 243 1-21-97 Lot 181 94.0 9.8 117.0 127.8 94.0 244 1-21-97 .95.0.' 9.6 r 118.7 127.8. 95.0 245 .1-21-97 Lot 180 90.0'.. ,10.0 119.7 127.8 90.0 246 1-21-97 91.0 + 9.4 120.0 127.8 91.0 247 1-21-97 92.0 :10.3 119.5 127.8 94.0 248 1-21-97 Lot 179 90.0 9.6 119.2 127.8 90.0 249 1-21-97 91.0 9.4 119.0 127.8 91.0 250 1-21-97 92.0 ; 9.4 120.0 127.8 94.0 251 1-21-97 Lot 178 86.0 ' 9.6 118.2 127.8 93.0 252 1-21-97 It 87.0 10.3 120.0 127.8 94.0 253 1-21-97 If 88.0 10.7 119.5 127.8 94.0 254 1-2.1-97 Lot 177 82.0 ,10.1 118.2 127.8 93.0 255 1.21-97 83.0 10.7 119.0 127.8 94.0 256 1-21-97 84.0 9.6 120.2 127.8 94.0 257 1-27-97 Lot 191 116.0 9.4 119.5 127.8 94.0 258 1-27-97 116.0 9.8 118.0 127.8 92.0 259 1-27-97 116.0 9.4 119.5 127.8 94.0 260 1-27-97 Lot 190 117.0 + 9.6 119.2 127.8 93.0 Sladden Engineering File: 422-6138 January 31, 1997 , Page 15 Test No Date Loc Eley, Moist Cont Percent Fld Dry lien Max Dry lien Per Lbs/Cu Ft Lbs Cu Ft Maximum 261 1-27-97 Lot 190 117.0 10.1 119.2 127.8 93.0 262 1-27-97 117.0 10.3 119.5 127.8 94.0 263 1-27-97 Lot 189 122.0 9.6 119.7 127.8 94.0 264 1-27-97 122.0 9.8 119.0 127.8 93.0 265 1-27-97 122.0 8.9 120.0 127.8 .94.0 266 1-27-97 Lot 188 1180 9.2 119.2 127.8 93.0 267 1-27-97 118.0 9.8 117.5 127.8 92.0 268 1-27-97 If118.0 9.6 118.2 127.8 .93.0 269 1-27-97 Lot 187 114.0 9.8 119.5 127.8 94.0 270 1-27-97 114.0 10.0 119.7 127.8 94.0 271 1-27-97 of114.0 9.4 119.5 127.8. 94.0 272 1-27-97 Lot 186 111.0 9.8 119.5 127.8 94.0 273 1-27-97 of 111.0. 8.9 120.2 127.8 94.0 274 1-27-97 If111:0 8.9 120.5 127.8 94.0 275 1-27-97 Lot 185 108.0 8.7 121.2 127.8 94.0 276 1-27-97 If108.0 9.2 117.7 127.8 92.0 277 1-27-97 118.5 8.9 118.5 127.8 93.0 278 1-27-97 Lot 184 105.0 10.0 117.7 127.8 92.0 279 1-27-97 to105.0 9.6 120.2 127.8 94.0 Siodden Engineering File: 422-6138 January 31, 1997 Page 16 Test No Date Loc Eley, Moist Cont Percent Fld Dry Den Max Dry Den Percent Lbs/(:u Ft Lbs/Cu Ft Maximum 280 1-27-97 Lot 184 105.0 9.8 121.0' 127.8 95.0 281 1-27-97 Lot 183 102.0 9.2 118.7 127.8 93.0 282 1-27-97 102.0 9.4 120.0 127.8 94.0 283 1-27-97 102.0 9.6 118.7 127.8 93.0 284 1-27-97 Lot 182 99.0 9.8 119.0 127.8 93.0 285 1-27-97 99.0 9.8 119.0 127.8 93.0 286 1-27-97 99.0 9.6 118.7 127.8 93.0 287 1-27-97 Lot 181 95.0 10.1 118.7 127.8 93.0 288 1-27-97 95.0 9.8 120.5 127.8 94.0 289 1-27-97 95.0 9.3 119.2 127.8 93.0 Maximum Dry Density - 127.8 Lbs/Cu Ft; Optimum Moisture - 8.7% Slodden Engineering File: 422-6138 (Add) April, 1997 Page 1 Test No. Date Loc Eley. Moist Cont Fld Dry Den Max Dry Den Percent Percent Lbs/Cu Ft Lbs/CuFt Maximum 290 1-28-97 Lot 94 74.0 9.1 118.7 127.8 91.0 291 . 1-28-97 .75.0 8.2 118.7 127.8 93.0 292 1-28-97 76.0 8.3 126.4 127.8 99.0 293 1-28-97 Lot 93 71.0 9.1 121.4 127.8 95.0 294 1-28-97 72.0 9.4 118.7 127.8 93.0 295 1-28-97 73.0 8.3 122.5 127.8 96.0 296 1-28-97 Lot 92 68.0 10.4 120.0 127.8 92.0 297 1-28-97 to 69.0 10.9 120.5 127.8 92.0 298 1-28-97 69.0 9.5 118.7 127.8 93.0 299 1-28-97 Lot 91 68.5 10.6 117.4 127.8 92.0 300 1=28-97 69.0 10.1 119.9 127.8 94.0 301 1-28-97 69.0 9.5 117.6 127.8 92.0 302 1-28-97 Lot 157 87.0 10.0 117.8 127.8 92.0 303 1-28-97 88.0 7.3 121.2 127.8 95.0 304 1-28-97 Lot 158 86.0 10.7 120.3 127.8 94.0 305 1-28-97 It87.0 8.8 123.9 127.8 97.0 306 1-29-97 Lot 150 85.0 9.4 126.2 127.8 99.0 307 1-29-97 86.0 8.3 125.3 127.8 98.0 308 1-29-97 Lot 151 85.0 , 6.7 . 121.9 127.8 95.0 Slodden Engineering File: 422-6138 (Add) February 28, 1997 Page 2 Test No Date Loc Eley Moist Cont Percent Fld Dry Den Lbs/Cu FtLbs/Cu Max Dry Den Percent Ft Maximum 309 1-29-97 Lot 151 86.0 6.6 122.1 127.8 96.0 310 1-29-97 Lot 165 81.0 6.2 122.3 127.8 96.0 311 1-29-97 82.0 6.2 122.6 127.8 96.0 312 1-29-97 " 83.0. 6.8 118.2 127.8 93.0 313 1-29-97 Lot 166 81.0 8.4 120.4 127.8 94.0 314 1-29-9 82.0 6.4 118.0 127.8 92.0 315 1-29-97 " 83.0 6.6 121.8 127.8 95.0 316 1-29-97 Lot_ 167 82.0 6.2 125.1. 127.8 98.0 317 1-29-97 "' 83.0 7.1 122.0 127.8 95.0 318 1-29-97 84.0 7.2 123.5 127.8 97.0 319 1-29-97 Lot: 168 82.0 ; 8.2 120.2 127.8 94.0 ti 320 1-29-97 ": 83.0 8.0 119.3 127.8 93.0 321 .1-29-97 " 84.0 9.0 121.5 127.8 95.0 322 1-29-97 Lot: 173 83.0 8.6 121.4 127.8 95.0 323 1-29-97 83.0 8.7 120.4 127.8 94.0 324 1-29-97 ". 83.0 6.9 117.1 127.8 92.0 325 1-29-97 Lot 172 85.0. 10.1 119.4 127.8 93.0 326 1-29-97 85.5 8.6 120.6 127.8 94.0 327 1-29-97 ": 86.0 8.9 120.7 127.8 94.0 Slodden Engineering File: 422-6138 (Add) April 10, 1997 Page 3 LIQ. Date Loc Eley, v- Waal PercentLbs/Cu - au Yl-' 1/1.11 lv14 l 'Y Dill r G1 VUJIL Ft bs/Cu Ft Maximum 328 1-29-97 Lot 171 88.0 8.1 120.5 127.8 94.0 329 1-29-97 88.5 8.5 118.8 127.8 93.0 330 1-29-97 89.0 8.2 120.4 127.8 94.0 331 1-29-97 Lot 170 90.0 9.2 120.9 127.8 95.0 332 1-29-97 " 90.0 7.7 123.3 127.8 96.0 333 1-29-97 90.0 7.6 121.2 127.8 95.0 334 1-29-97 Lot 169 92.0 9.5 119.6 127.8 94.0 3.35 1-29-97 92.0 9.9 120.5 127.8 94.0 336 1-29-97 92..0 9.0 121.0 127.8 92.0 337 1-29-97 Lot 153 86.0 9.2 118.2 127.8 92.0 338 1-29-97' 87.0 8.2 122.1 127.8 96.0 339 1-29-97 88.0 9.6 116.8 127.8 91.0 340 1-29-97 Lot 152 85.0 8.3 117.4 127.8 92.0 341 1-29-98 86.0. J 7.9 119.9 127.8 94.0 342 1-29-97 87.0 8.0 1.18.6 127.8 93.0 .343 1-29-97 Lot 154 87.0 .8.5 118.4 127.8 93.0 344 1-29-97 88.0 8.1 118.9 127.8 93.0 345 1-29=97 89.0 r i 9.9 118.1 127.8 92.0 346 1-29-97 Lot 160 80.0 9.5 120.7 127.8 94.0 Slodden Engineering File:. 422-6138 (Add) April 10, 1997 Page 4 .Test No. Date Loc. Eley, Moist Cont Percent Fld Dry Den Max Dry Den Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 347 1-29-97 Lot 160 82.0 8.6 121.6 127.8 95.0 348 1-29-97 83.0 9.5 121.4 127.8 95.0 349 1-29-97 Lot. 161 77.0 10.0 118.9 127.8 93.0 3 50 1-29-97 it78.0 8.8 119.1 127.8 93.0 351 1-29-97 it79.0 8.8 119.7 127.8 94.0 352 1-29-97 Lot 162 75.0 8.3 121.9 127.8 95.0 353 1-29-97 It 76:0 10.1 124.3 127.8 97.0 354 1-29-97 77.0 10.1 126.7 127.8 96.0 355 1-29-97 Lot 163 74.0 10.7 123.2 127.8 96.0 356 1-29-97 75.0 10.0 121.7 127.8 95.0 357 1-29-97 76.0 9.0 123.0 127.8 96.0 358 1-29-97 Lot 155 90.0 9.2 117.7 127.8 92.0 359 1-30-97 91.0 7.2 115.5 127.8 90.0 360 1-30-97 Lot 156 90.0 7.0 115.1. 127.8 90.0 361 1-30-97 91.0 7.8 119.1 127.8 93.0 362 1-30-97 92.0 9.4 121.7 127.8 95.0 363 1-30-97 Lot 157 89.0 6.9 122.7 127.8 96.0 364 1-30-97 It90.0 7.6 121.4 127.8 95.0 365 1-30-97 if 90.0 7.0 116.6 127.8 91.0 Slodden Engineering File: 422-6138 (Add) April 10, 1997 Page 5 Test No. Date Loc. Eley. Moist Cont Fld Dry Den Max Dry Den Percent Percent Lbs/Cu Lbs/CuFt Lbs/Cu Ft Maximum 366 1-30-97 Lot 158 88.0 8.4 121.0 127.8. 95.0 367 1-30-97 it89.0 7.0 R 122.0 127.8 96.0 368 1-30-97 Lot 159 85.0 6.8 122.8 127.8 96.0 369 1-30-97 87.0 7.9 121.0 127.8 95.0 370 1-30-97 Lot 160 85.0 9.6 120.2 127.8 94.0 371 1-30-97 87.0 ' 7.9 121.7 127.8 95.0 372 1-30-97 88.0 9.7 120.7 127.8 94.0 373 1-30-97 Lot 161 82.0 8.6 120.0 127.8 94.0 374 1=30-97 . 83.0 7.9 , 121.2 127.8 95.0 '375 1-30-97 84.0 8.3 118.3. 127.8 93.0 376 1-30-97 Lot 162 79.0 .10.1 119.3 127.8 93.0 377 1-30-97 It81.0 9.2 119.8 127.8 94.0 378 1-30-97 82.0 8.9 118.3 127.8 93.0 379 1-30-97 Lot 163 78.0 9.8 119.7 127.8 94.0 380 1-30-97 79.0 11.5 122.2 127.8 96.0 381 1-30-97 80.0 10.7 120.4 127.8 94.0 382 2-03-97 Lot 160 88.0 8.3 126.7 127.8 99.0 383 2-03-97 Lot 159 87.0 8.3 125.7 127.8 98.0 384 2-03-97 88.0 7.5 127.1 127.8 99.0 Slodden Engineering File: 422-6138 (Add) April 10, 1997 Page 6 Test 385 2-03-97 Lot 158 386 2-03-97 " 387 2-03-97 " 388 2-03-97 Lot 154 389 2-03-97 Lot 153. 390 2-03-97 Lot 152 391 2-03-97 Lot 151 392 2-03-97 Lot 165 393 2-03-97 " 394 2-03-97 Lot 166 395 2-03-97: " 396 2-03-97 Lot 167 397 2-03-97 Lot 168 398 2-03-97 Lot 159 399 2-03-97 " 400 2-03-97 Lot 161 401 2-03-97 if 402 2-03-97 Lot 162 403 2-03-97 it Fld Dry Den Max Dry Den Percent 123.1 i Moist Cor. Elev. Percent 127.8 90.0 89.0 6.4 90.0 6.7 90.0 6.5 89.0 6.5 88.0 7.2 88.0 8.9 88.0 7.9 83.0 13.1 84.0 10.6 84.0 10.3 85.0 8.4 87.0 8.9 89.0 7.9 89.0 7.8 89.0 7.8 112.2 123.5 85.0 9.0 85.0 9.1 83.0 8.4 83.0. 11.8 Fld Dry Den Max Dry Den Percent 123.1 127.8 96.0 115.1 127.8 90.0 124.4 127.8 90.0 119.1 127.8 90.0 118.4 127.8 93.0 118.1 127.8 92.0 120.4 127.8 94.0 116.8 123.5 95.0 118.8 123.5 96.0 118.1 123.5 96.0 117.4 123.5 95.0 111.5 123.5 90.0 112.2 123.5 91.0 111.4 123.5 90.0 112.6 123.5 91.0 115.4 123.5 93.0 116.7 123.5 94.0 114.8 123.5 93.0 114.0 123.5 92.0 Slodden Engineering File: 422-6138 (Add) April 10, 1997 Page 7 Test. Moist Cont Fld Dry Den Max Dry Den Percent Leo_ Date Loc: Elev, Percent Lbs/Cu Ft Lbs/Cu Ft M xim �m 404 .2-03-97 Lot 163 81.0 10.3 114.8 123.5 93.0 405 2-03-97 81.0 9.1 117.1 123.5 95.0 406 2-03-97 Lot 164 75.0 10.5 118.5 127.8 93.0 407 2-03-97 of76.0 r ; 9.3 122.1 127.8 96.0 408 2-03-97 77.0 9.5 120.7 127.8 94.0 409 2-03-97 Lot 144 75.0 8.8 119.7 127.8 94.0 410 2-03-97. 76.0 10.3 120.5 127.8 94.0 411 2-03-97 If77.0 9.5 118.6 127.8 93.0 412. 2-03-97 Lot 145 79.0 8.6 119.3 127.8 93.0 413 2-03-97 80.0 9.1 120.1 = 127.8 94.0 414 2-03-97 Lot 140. '64.0 9.7 118.2 127.8 92.0 415 2-04-97 64.5 9.7 120.6 127.8 94.0 416 2-04-97 65.0 9.6. 120.5 127.8 94.0 417 2-04-97 Lot 135 52.0 11.2. 117.8 127.8 92.0 418 2-04-97 54.0 9.4 122.9 127.8 96.0 419 2-04-97 55.0 9.8 122.1 127.8 96.0 420 Z-04-97 Lot 136 55.0 9.6 119.9 127.8 94.0 421 2-04-97 56.0 8.7 119.5 127.8 94.0 422 2-04-97 57.0 7.8 121.9 127.8 95.0 Slodden Engineering File: 422-613 8 (Add) April 10, 1997 Page 8 Test Moist Cont Fld Dry Den Max Dry Den Percent 423 2-04-97 Lot 137 56.0 11.6 123.2 127.8: 96.0 424 2-04=97 57.0 11.7 120.9 127.8 95.0 425 2-04-97 58.0 7.8 124.2 127.8 97.0 426 2-04-97 Lot 138 58.0 8.9 120.0 127.8 94.0 427 2-04-97 59.0 10.9 123.0 127.8 96.0 428 2-04-97 60.0 10.3 122.3 127.8 96.0 429 2-04-97 Lot 139 60.0 9.0 121.5 127.8 95.0 430 2-04-97 61.0 8.4 120.8 127.8 95.0 431 2-04-97 62.0 10.8 121.5 '127.8 95.0 432 2-04-97 Lot 111 60.0 8.8 113.8 123.5 92.0 433 2-04-97 " 61.0 10.2 112.3 123.5 91.0 434 2-04-97 Of62.0 9.0 113.6 123.5 98.0 435 2-04-97 Lot 112 59.0 9.2 120.6 123.5 98.0 436. 2-04-97 if60.0 10.0 115.5 123.5 94.0 437 2-04-97 61.0 8.8 114.6 123.5 94,0 438 2-04-97 Lot 113 60.0 9.5. 114.1 123.5 92.0 439 2-04-97 if61.0 10.1 114.2 123.5. 92.0 440 2-04-97 62.0 8.5 116.9 123.5 95.0 441 2-04-97 Lot 114 59.0 8.2 114.9 123.5 93.0 Siadden Engineering 1 File: 422-6138 (Add) April 10, 1997 Page 9 - - No, Date Loc. Elev ' avJ♦ VW..v Percent a - -.7 LV71 Lbs/ Ft -aA LJly LGII ruiucm b�/C'u Ft Maximum 442 2-04-97, Lot 114 60.0 8.7 115.7 123.5 94.0 443 2-04-97 61.0 9.1 113.3 123.5 92.0 444 2-04-97 Lot 115 57.0 { 10.9 113.1 123.5 92.0 445 2-04-97+ 58.0 10.4 113.1 123.5 92.0 4462-04-97 56.0 10.9 114.0 123.5 92.0 447 2-04-97 Lot 116 55.0 10.7 112.3 123.5 91.0 448 2-04-97 56.0 9.1 114.5 123.5 93.0 449 2-04-97 57.0 10.9 113.9 123.5 92.0 450 2-04-97 Lot 51 43.0 8.1 107.8 110.0 98.0 451 2-04-97 44.0 t t 8.8 .106.9 110.0 97.0 4522-04-97 Lot 50 43.0 9.2 105.2 110.0 96.0 .453 2-04-97 44.0 10.9 105.7 110.0 96.0 454'2-04-97 Lot 49 43.0 11.3 106.2 110.0 96.0 455 2-04-97 42.0 9.8 104.9 110.0 95.0 456 2-04-97 Lot 53 41.0 8.7 108.0 110.0 98.0 4572-04-97 42.0 8.5 107.9 110.0 98.0 458 2-04-97 Lot 52 43.0 10.6 106.2 110.0 98.0 4592-04-97 44.0 8.7 107.6 110.0 98.0 460 2-05-97 Lot 116 58.0 t 7.6 115.2 123.5 93.0 Siadden Engineering File: 422-6138 (Add) April 10, 1997 Page 10 Test No Date Loc. ley Moist Cont Percent Fld Dry Den Max Dry Den Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 461 2-05-97 Lot 116 59.0 7.9 120.1 123.5 97.0 4622-05-97 60.0 7.6 118.6 123.5 96.0 463 2-05-97 Lot 115 59.0 8.2 119.8 123.5 97.0. 464 2-05-97 60.0 7.8 121.8 123.5 99.0 465 2-05-97 61.0 10.3 120.9 123.5 98.0 466 2-05-97 Lot 135 55.0 10.3 112.5 123.5 91.0 467 2-05-97 56.0 9.7 3 118.9 123.5 96.0 468 2-05-97 51.0 8.6 115.2 123.5 93.0 469 2-05-97 Lot 109 63.0 12.0 120.9 127.8 95.0 470 2-05-97 64.0 9.7 125.7 127.8 98.0 4712-05-97 65.0 12.3 125.0 127.8 98.0 472 2-05-97 Lot 110 61.0 16.8 116.1 127.8 91.0 473 2-05-97 62.0 15.9 115.5 127.8 90.0 474 2-05-97 63.0 14.3 117.8 127.8 92.0 475 2-05-97 Lot 136 58.0 9.7 117.5 127.8 93.0 476 2-05-97 59.0 9.3 116.6 123.5 94.0 477 2-05-97 60.0 9.3 117.0 123.5 95.0 478 2-05-97 Lot 105 64.0. 7.2 117.7 127.8 92.0 479 2-05-97 65.0 9.9 122.4 127.8 96.0 Sladden Engineering , File: 422-6138 (Add) April 10, 1997 Page 11 Rd Dry Den Max Dry Den Percent hs/('i� Ft b /('u Ft Max;m,,.,, imilm Test No Date Loc. Moist Cont Percent 480 2-05-97 Lot 105 66.0 6.3 121.4 127.8 95.0 481 2-05-97 Lot 106 66.0 7.6 124.1 127.8 97.0 482.2-05-97 67.0 7.2 118.7 127.8 93.0 483 2-05-97 68.0 7.4 122.3 127.8 96.0 4842-05-97 Lot 111 63.0 7.8 a 123.1 127.8 96.0 485 2-05-97 64.0 7.3 120.1 127.8 94.0 4862-05-97 65.0 7.1 119.9 127.8 94.0 487 2-05-97 Lot 110 64.0 9.1 119.8 127.8 94.0 488 2-05-97 65.0 8.6 118.7 127.8 93.0 489 2-05-97 66.0 7.6 118.9 127.8 93.0 490 2-05-97 Lot 109. 66.0 7.9 120.7 127.8 94.0 491 2-05-97 67.0 8.7 120.6 127.8 94.0 492 2-05-97 68.0 8.0 119.9 127.8 94.0 493 2-05-97 Lot'] 12 63.0 7.6 119.3 127.8 63.0 494 2-05-97 64.0 8.1 118.7 127.8 93.0 495 2-05-97 65.0 9.1 119.2 127.8 93.0 496 2-05-97 Lot 107 65.0 8.2 119.8 127.8 94.0 497 2-05-97 If 66.0 498 2-05-97 " 67.0 10.4 124.3 127.8 97.0 9.8 123.9 127.8 97.0 Sladden Engineering File:- 422-6138 (Add) April 10, 1997 Page 12 ; Test ; Moist Cont Fld Dry Den Max Dry Den Percent 499 2-05-97 Lot 108 65.0 8.5 126.0 127.8 99.0 500 2-05-97 If66.0 9.1 120.4 127.8 94.0 501 2-05-97 of 67.0 10.6 122.2 127.8 96.0 502 2-05-97 Lot 103 70.0 8.8 118.9 127.8 93.0 503 2-05-97 71.0 9.6 120.2 127.8 94.0 504 2-05-97 72.0 11.2 123.5 127.8 97.0 505 2-05-97 Lot 104 64.0 10.7 123.1 127.8 96.0 506 2-05-97 65.0 8.0 125.2 127.8 98.0 507 2-05-97 66.0 9.1 120.9 127.8 '95..0 508 2-06-97 Lot 117 51.0 f 6.7 122.0 127.0 96.0 509 2-06-97 If52.0 6.9 124.5 127.0 98.0 510 2-06-97 53.0 8.2 120.8 127.0 95.0 511 2-06-97 'Lot 118 51.0 8.0 115.4 127.0 91.0 512 2-06-97 52.0 8.8 115.8 127.0 91.0 513 2-06-97 53.0 9.2 116.7 127.0 92.0 514 2-06-97 Lot 119 53.0 8.4 115.3 127.0 91.0 515 2-06-97 54.0 10.2 118.0 127.0 93.0 516 2-06-97 55.0 9.8 117.7 127.0 93.0 517 2-06-97 Lot 137 59.0 12.4 17.7 127.0 93.0 Siadden Engineering File: 422-6138 (Add) April 10, 1997 Page 13 Test Moist Cont Fld Dry Den Max Dry Den Percent No Date Loc Eley Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 518 2-06-97 Lot 137 60.0 8.8 118.6 127.0 9 3. 0 519 2-06-97 61.0 10.6 116.6 127.0 92.0 520 2-06-97 Lot 134 53.0 8.7 123.5 127.0 97.0 521 2-06-97 54.0 12.7 115.4 127.0 91.0 522 2-06-97 55.0 10.1 117.1 127.0 92.0 523 2-06-97 Lot 117 54.0 12.9 119.4 127.0 94.0 524 2-06-97 55.0 ' 14.5 117.6 127.0 93.0 525 2-06-97 56.0 13.9 114.3 127.0 90.0 526 2-06-97 Lot 118 54.0 14.1 115.4 127.0 91.0 527 2-06-97 55.0 12.9 117.4 127:0 92.0 528 2-06-97 56.0 14.4 119.0 127.0 94.0 529 2-06-97 Lot 113 61.0 12.6 119.0 127.0 94.0 530 2-06-97 62.0 12.1 117.2 127.0 92.0 531 2-06-97 63.0 12.0 123.1 127.0 97.0 532 2-06-97 Lot 152 88.0 7.0 121.2 127.8 95.0 533 2-06-97 it88.0 7.6 119.3 127.8 93.0 534 2-06-97 Lot 165 85.0 1 8.4 116.5 127.8 91.0 Sladden Engineering Sladden Engineering File; 422-6138 (Add) April 10, 1997 Page 14 Test i, Moist Cont Fld Dry Den Max Dry Den Percent No Date Loc Eley. Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 535 2-06-97 Lot 165 85.0 7.2 121.5 127.8 95.0 536 2-06-97 Lot 166 87.0 8.4 121.4 127.8 95.0 537 2-06-97 87.0 12.0 121.3 127.8 95.0 538 2-06-97 87.0 9.6 123.8 127.8 97.0 539 2-06-97 Lot 167 90.0 7.4 116.6 127.8 91.0 540 2-06-97 90.0. 7.7 117.3 127.8 92.0 54.1 2-06-97 90.0 7.8 121.2 127.8 90.0 . 542 2-06-97 Lot 168 92.0 10.7 1 124.5. 127.8 92.0 543 2-06-97 92.0 8.6 118.4 127.8 93.0 544 2-06-97 Lot 99 81.0 8.3 122.2 127.8 96.0 545 2-06-97 It81.0 7.5 120.0 127.8 94.0 546 2-06-97 Lot 98 78.0 8.6 114.7 127.8 98.0 547 2-06-97 78.0 7.7 124.8 127.8 98.0 548 2-06-97 Lot 139 63.0 ' 8.7 119.7 127.8 94.0 549 2-06-97 64.0 8.3 119.3 127.8 93.0 550 2-06-97 Lot 138 61.0 8.8 118.6 127.8 93.0 551 2-06-97 If62.0 7.9 126.4 127.8 99.0 552 2-06-97 Lot 108 68.0 8.4 121.6 127.8 95.0 553 2-06-97 It69.0 ° 8.7 127.2 127.8 96.0 Sladden Engineering File: 422-613 8 (Add) April 10, 1997 Page 15 Test No Date Loc Eley. Moist Cont Fld Dry Den Max Dry Den Percent Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 554 2-06-97 Lot 71 . 48.0 10.1 105.1 110.0 96.0 555 2-06-97 49.0 9.4 107.5 110.0 98.0 556 2-06-97 50.0 9.7 108.6 ' 120.0 91.0 557 2-06-97 Lot 70 48.0 8.8 110.3 120.0 92.0 558 2-06-97 49.0 7.6 108.9 120.0 91.0 559 2-06-97 of50.0 8.8 110.0 120.0 92.0 560 2-06-97 Lot 69 48.0 7.6 113.5 120.0 95.0 561 2-06-97 49.0 9.2 113.4 120.0 95.0 562 2-06-97 50.0 8.9 112.1 120.0 93.0 563 2-06-97 Lot 69 47.0 9.8 112.5 120.0 94.0 564 2-06-97 " 48.0 8.8 111.1 120.0 93.0 565 2-06-97 49.0 9.6 110.9 120.0 92.0 566 2-06-97 Lot 67 47.0 9.2 111.2 120.0 93.0 567. .2-06-97 " . 48.0 8.6 110.4 120.0 92.0 568 2-06-97 49.0 9.0 109.7 120.0 91.0 569 2-06-97 Lot 66 46.0 7.2 114.4 120.0 95.0 570 2-06-97 It47.0 8.4 110.4 120.0 92.0 571 2-06-97 of 48.0 10.7 109.3 120.0 91.0 572 2-06-97 Lot 65 45.0 8.8 113.7 120.0 95.0 A Slodden Engineering File: 422-6138 (Add)] April 10, 1997 Page 16 Test Moist Cont Fld Dry Den Max Ury lien Percent No- Date Loc Eley. Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 573 2-06-97 'Lot 65 .46.0 8.9 111.3 120.0 93.0 574 2-06-97 Lot 74 51.0 6.6 112.6 120.0 94.0 575 2-06-97 it52.0 11.1 112.5 120.0 94.0 576 2-06-97 53.0 9.3 113.9 120.0 95.0 577 2-06-97 Lot 73 49.0 7.8 113.2 120.0 94.0 578 2-06-97 50.0 9.7 111.8 120.0 93.0 579 2-06-97 51.0 8.6 111.3 120.0 93.0 580 2-06-97 Lot 72 48.0 7.9 111.6 120.0 93.0 581 2-06-97 49.0 10.7 108.0 120.0 90.0 582 2-06-97 " 50.0 10.5 111.5 120.0 93.0 583 2-06-97 Lot 138 63.0 8.7 118.7 127.8 93.0 584 2-06-97 63.0 7.2 117.9 127.8 92.0 585 2-06-97 to63.0 9.1 119.9 127.8 94.0 586 2-06-97 Lot 134 65.0 8.7 119.5 127.8 94.0 587 2-06-97 65.0 8.5 118.4 127.8 93.0 588 2-06-97 Lot 141 72.0 9.1 119.3 127.8 93.0 589 2-06-97 to72.0 ' 9.9 120.4 127.8 94.0 590 2-06-97 it 72.0 9.5 118.0 127.8 92.0 591 2-06-97 Lot 142 76.0 10.0 116.7 127.8 93.0 Siodden Engineering File: 422-6138 (Add) April 10, 1997 Page 18 ` Test Moist Cont Fld Dry Den Max Dry Den Percent No Date Loc. Eley Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 611 2-10-97 Lot 57 41.0 ;10.6 109.9 116.2 95.0 612 2-10-97 Lot 58 39.0 11.4 110.9 116.2 95.0 613 2-10-97 40.0 .10.7 110.5 116.2 95.0 614 2-10-97 41.0 9.5 112.8 116.2 97.0 615 2-10-97 Lot 164 79.0 9.8 116.1 127.8 91.0 616 2-10-97 79.0 7.3 126.4 127.8 99.0 617 2-10-97 Lot 163 81.0 7.9 121.9 127.8 95.0 618 2-10-97 81.0 8.6 119.1 127.8 93.0 619 2-10-97 Lot 162 83.0 7.8 119.0 127.8 93.0 620 2-10-97 " 83.0 6.5 114.8 127.8 90.0 621 2-10-07 Lot 161 85.0 6.1 122.6 127.8 96.0 .622 2-10-07. 85.0 6.2 119.6 127.8 94.0 623 2-10-97 Lot 160 88.0 9:5 115.7 127.8 91.0 624 2-10-97 88.0 6.6 119.6 127.8. 94.0 625 2-10-97 Lot 101 77.0 6.7 119.4 127.8 93.0 626 2-10-97 78.0 6:8 116.3 127.8 91.0 627 2-10-97 Lot 100 75.0 6.6 120.6 127.8 94.0 628, 2-10-97 76.0 7.3 124.3 127.8 97.0 629 2-10-97 77.0 12.9 122.0 127.8 95.0 Sladden Engineering File: 422-6.138 (Add) ' April 10, 1997 Page 19 Test No Date Loc Flev Moist Cont Fld Dry Den Max Dry Den Percent Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 630 2=10-97 Lot 63 44.0 11.7 102.6 110.0 93.0 631 2-10-97 45.0 10.3 107.1 110.0 97.0 632 2-10-97 46.0 10.4 107.4 110.0 98.0 633 2-10-97 Lot 64 45.0 10.0 106.8 110.0 97.0 634 2-10-97 46.0 .11.8 103.9 110.0 94.0 635 2-10-97 47.0 8.5 109.0 110.0 99.0 636 2-10-97 Lot 65 46.0 10.0 107.7 110.0 98.0 637 2-10-97 if47.0 10.8 106.6 110.0 97.0 638 2-10-97 48.0 9.8 107.7 110.0 98.0 639 2-10-97 Lot 145 81.0 7.8 121.2 127.8 95.0 640 2-10-97 to81.0 7.3 119.8 119.8 94.0 641 2-10-97 Lot 144 79.0 7.8 117.8 127.8 92.0 642 2-10-97 It79.0 8.8 122.0 127.8 95.0 643 2-10-97 :Lot 55 39.0 8.4 108.5 116.2 93.0 644 2-10-97 40.0 8.7 107.0 116.2 92.0 645 2-10-97 41.0 8.2 . 110.5 116.2 95.0 646 2-10-97 Lot 57 41.0 7.8 109.2 116.2 94.0 647 2-10-97: If 648 2-10-97 it 42.0 7.6 109.6 116.2 94.0 43.0 7.7 109.4 116.2 94.0 u Slodden Engineering File: 422-6138 (Add) April 10, 1997 Page 20 Slodden Engineering Moist Cont Fld Dry Den Max Dry Den Percent Test No Date Loc Flev Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 649 2-10-97 Lot 59 41.0 7.2 109.2 116.2 94.0 650 2-10-97 42.0 7.8 110.7 116.2 95.0 651 2-10-97 43.0 9.1 107.3 116.2 92.0 652 2-10-97 Lot 60 41.0 8.7 107.3 116.2 92.0 653 2-10-97 It 42.0 10.5 104.0 116.2 90.0 654 2-10-97 If 43.0 11.0 104.8 116.2 90.0 655 2-10-97 Lot 61 42.0 12.7 105.9 116.2 91.0 656 2-10-97 43.0 9.8 110.7 116.2 95.0 657 2-10-97 44.0 8.3 110.4 116.2 95.0 658 2-10-97 Lot 62 42.0 9.3 108.1 116.2 93.0 659 2-10-97 If '43.0 11.3 107.5 116.2 93.0 1 660 2-10-97 44.0. 12.6 105.8 116.2 91.0 661 2-11-97 Lot 102 77.0 6.2 121.4 127.8 95.0 662 2-11-97 78.0 6.9 122.4 127.8 96.0 663 2-11-97 Lot 101 73.0 7.4 119.8 127.8 94.0 664 2-11-97 75.0 6.7 120.8 127.8 95.0 665 2-11-97 77.0 + 7.3 121.8 127.8 95.0 666 2-11-97 Lot 61 41.0 , 7.6 113.8 116.2 98.0 667 2-11-97 42.0 9.3 108.1 116.2 93.0 Slodden Engineering File: 422-6138 (Add) s April 10, 1997 Page 21 Fld Dry Den Max Dry Den Percent ' Moist Cont Test No. Date T c Eley � Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 668 2-11-97 Lot 61 43.0 7.8 109.2 116.2 93.0 669 2-11-97 Lot 63 46.0 i 7.6 107.7 116.2 93.0 670 2-11-97 47.0 7.0 112.1 116.2 96.0 671 2-11-97 48.0 6.6 111.5 116.2 96.0 672 2-11-97 Lot 65 47.0 10:5 109.1 116.2 94.0 673 2-11-97 48.0 9.8 108.9 116.2 94.0 674 2-11-97 49.0 1) 9.8 107.2 116.2 92.0 675 2-11-97 Lot 67 49.0 11.4 110.0 116.2 95.0 676 2-11-97 50.0 ' 9.7 108.6 116.2 93.0 677 2-11-97 51.0 f 10.5 108.2 116.2 93.0 678 2-11-97 Lot 68 50.0 11.7 105.8 116.2 91.0 679 2-11-97 51.0 1 10.6 109.8 116.2 94.0 680 2-11-97 52.0 11.3 105.8 116.2 91.0 681 2-11-97 K -Street .58.0 t 8.4 108.5 116.2 93.0 682 2-11-97 60.0 l 8.8 108.8 116.2 94.0 683 2-11-97 Lot 62 44.0 7.0 108.1 116.2 92.0 684 2-11-97 45.0 7.6 107.6 116.2 93.0 685 2-11-97 If46.0 y 8.1 106.5 116.2 92.0 686 2-11-97 Lot 64 47.0 11.2 109.8 116.2 94.0 Slodden Engineering File: 422-6138 (Add) April 10, 1997 Page 22 Test Fld Dry Den Max Dry Den Percent Moist Cont No Date Loc Eley Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 687 2-11-97 Lot 64 48.0 14.3 109.5 116.2 , 94.0 688 2-11-97 49.0. 11.3 109.8. 116.2 94.0 689 2-11-97 Lot 66 48.0 8.7 108.2 116.2 93.0 4 i 690 2-11-97 49.0 9.4 106.9 116.2 92.0 691 2-11-97 ff50.0 8.2 107.7 116.2 93.0 692 2-11-97 Lot 69 50.0 8.4 113.4 116.2 93.0 693 2-11-97 Lot 102 79.0 8.7 115.7 127.8 91.0 694 2-11-97 ff79.0. 8.4 118.5 127.8 93.0 695 2-11-97 Lot 101 78.0 7.5 117.6 127.8 92.0 696 2-11-97 .78.0 8.4 118.5 127.8. 93.0 697 2-11-97 Lot 103 74.0 6.9 123.0 127.8 96.0 698 2-11-97 74.0 7.1 117.0 127.8 92.0 699 2-11-97 Lot 100 77.0 6.7 119.0 127.8 93.0 700 2-11797 77.0 7.1 119.9 127.8 94.0 701 2-11-97 Lot 69 50.0 11.3 102.3 110.0 93.0 702 2-11-97 51.0 11.4 102.4 110.0. 93.0 703 2-11-97 52.0 11.7 102.4 110.0 93.0 704 2-11-97 Lot 70 50.0 11.2 108.9 110.0 99.0 705 2-11-97 51.0 12.7 103.0 110.0 94.0 ' Sladden Engineering i File: 422-6138 (Add) April 10, 1997 Page 23 Test Moist Cont Fid Dry Den Max Dry Den Percent No Date Loc Elev, Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 706 2-11-97 Lot 70 52.0 11.8 101.3 110.0 92.0 707 2-11-97 Lot 84 59.0 11.3 110.7 116.2 95.0 708 2-11-97 60.0 8.8 110.9 116.2 95.0 709 2-11-97 61.0 10.1 111.6 116.2. 96.0 710 2-11-97 Lot 83 58.0 7.9 109.1 116.2. 94.0 711 2-11-97 59.0 9.4 109.0 116.2 94.0 712 2-11-97 60.0 9.3 108.1 116.2 93.0 713 2-11-97 Lot 82 58.0 9.3 106.7 116.2 92.0 714 2-11-97 If59.0 7.4 108.7 116.2 94.0 715 2-11-97 If60.0 8.4 110.4 116.2 95.0 716 2-11-97 Lot 81 57.0 8.1 110.4 116.2 95.0 717 2-11-97 58.0 11.0 109.5 116.2 94.0 718 2-11-97 59.0 9.6 109.9 116.2 95.0 719 2-11-97 Lot 85 63.0 1 9.7 107.3 116.2 92.0 720 2-11-97 63.0 11.91 109.4 116.2 94.0 721 2-11-97 63.0 1.0.1 106.6 116.2 92.0 722 2-11-97 Lot 86 64.0 12.2 109.0 116.2 94.0 723 2-11-97 64.0 11.4 106.1 116.2 91.0 724 2-11-97 If 64.0 11.9 106.7 116.2 92.0 Slodden Engineering File: 422-6138 (Add)' April 10, 1997 Page 24 Test No Date Loc Eley. Moist Cont Percent Fid Dry Den Max Dry Den Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 725 2-11-97 Lot 80 59.0 9.6 111.6 116.2 96.0 726 2-11-97 60.0 8.7 109.1 116.2 94.0 r 727 2-11-97 61.0 12.3 110.5 116.2 95.0 728 2-11-97 61.0 1 11.0 108.7 116.2 94.0 729 2-11-97 Lot 81 12.3 106.6. 106.6 116.2 92.0 730 2-11-97 61.0 12.2 105.5 116.2 91.0 731 .2-11-97 Lot 82 61.0 11.0 106.5 116.2 92.0 732 2-11-97 61.0 9.6 107.3 116.2 92.0 733 2-11-97 Lot 83 61.0 12.8 110.9 116.2 95.0 734 2-11-97 it61.0 10.8 109.2 116.2 94.0 735 2-11-97 Lot 84 62.0 10.5 107.6 116.2 93.0 736 2-11-97 62.0 9.6 108.3 116.2 93.0 737 2-12-97 Lot 71 52.0 9.8 107.9 110.0 98.0 738 2-12-97 53.0 11.7 106.4 110.0 97.0 739 2-12-97 " . 54.0 14.2 102.2 110.0 93.0 740. 2-12-97 Lot 69 51.0 9.8 108.4 110.0 99.0 741 2-12-97 52.0 15.1. 105.6 110.0 96.0 742 2-12-97 53.0 10.5 107.8 110.0 98.0 743 2-12-97 Lot 70 10.3 10.3 108.5 110.0 99.0 Slodden Engineering File: 422-6138 (Add) April 10, 1997 Page 25 Test Moist Cont F]d Dry Den Max Dry Den Percent No Date Loc Eley Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 744 2-12-97 Lot 70 53.0 9.4 107.4 110.0 98.0 745 2-12-97 54.0 8.7 108.4 110.0 99.0 746 2-12-97 Lot 73 52.0 7.6 105.4 110.0 96.0 747 2-12-97 it53.0 7.5 106.5 110.0 97.0 748 2-12-97 54.0 7.1 105.5 110.0 96.0 749 2-12-97 Lot 72 51.0 6.7 106.0 110.0 96.0 750 2-12-97 52.0 7.6 105.5 110.0 96.0 751 2-12-97 5 3. 0 7.3 107.1 110.0 97.0 752 2-12-97 Lot 71 54.0 7.2 107.4 110.0 98.0 753 2-12-97 55.0 7.0 107.1 110.0 97.0 754 2-12-97 56.0 7.8 108.1 110.0 98.0 755 2-12-97 Lot 50 44.0 9.3 102.1 110.0. 93.0 756 2-12-97 it45.0 i 12.7 100.4 110.0 91.0 } 757 2-12-97 46.0 10.1 99.7 110.0 91.0 758 2-12-97 Lot 51 44.0 8.7 99.8 110.0 91.0 759 2-12-97 45.0 10.5 99.9 110.0 91.0 760 2-12-97 46.0 12.9 99.9 110.0 91.0 761 2-12-97 Lot 108 69.0 8.8 119.2 127.8 93.0 762 2-12-97 69.0 90 118.5 127.8 i 93.0 s j Slodden Engineering File: 422-6138 (Add) April 10, 1997 Page 26 J Test Moist Cont Fld Dry Den Max Dry Den Percent No Date Loc Eley, Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 763 2-12-97 Lot 107 69.0 11.2 121.0 127.8 95.0 764 2-12-97 69.0 10.7 118.6 127.8 93.0 765 2-12-97 69.0 9.1 122.8 127.8 96.0 766 2-12-97 Lot 109 69.0 8.2 119.7 127.8 94.0 767 2-12-97 69.0 10.3 122.6 127.8 96.0 768 2-12-97 69.0 9.6 119.6 127.8 94.0 769 2-12-97 Lot 110 67.0 12.1 120.5 127.8 .94.0 770 2-12-97 It 67.0 11.7 123.1 127.8 96.0 771 2-12-97 If67.0 8.8 119.8 127.8 94.0 772 2-12-97 Lot 111 66.0 9.4 121.1 127.8 95.0 773 2-12-97 If66.0 9.6 120.3 127.8 94.0 774 2-12-97 66.0 8.3 119.9 127.8 94.0 775 2-12-97 Lot 112 66.0 10.9 120.5 127.8 94.0 776 2-12-97 66.0 9.5 121.8 127.8 95.0 777 2-12-97 If 66.0 9.2 116.9 127.8 91.0 778 2-12-97 Lot 113 64.0 9.6 119.6 127.8 94.0 779 2-12-97 64.0 8.6 120.6 127.8 94.0 780 2-12-97 64:0 10.4 120.0 127.8 94.0 781 2-12-97 Lot 114 63.0 10.0 125.0 127.8 98.0 Slodden Engineering File: 422-6138 (Add) April 10, 1997 Page 27 Test Moist Cont Fld Dry Den Max Dry Den Percent No Date Loc Elev Percent Lbs/C u Ft Lbs/Cu Ft Maximum 782 2-12-97 Lot 114 63.0 10.6 123.6 127.8 97.0 783 2-12-97 of63.0 8.3 121.2 127.8 95.0 , 784 2-12-97 Lot 115 62.0 9.5 123.0 127.8 96.0 785 2-12-97 62.0 9.6 122.2 127.8 96.0 786 2-12-97 62.0 8.6 120.3 127.8 94.0 787 2-12-97 Lot 116 61.0 . 8.5 120.7 127.8 94.0 788 2-12-97 if61:0 10.0 118.5 127.8 93.0 789 2-12-97 if61.0 12.2 118.9 127.8 93.0 790 2-13-97 Lot 46 42.0 7.9 109.0 120.0 91.0 791 2-13-97 43.0 9.5 111.8 120.0 93.0 792 2-13-97 Lot 47 44.0 12.0 112.1 ' 120.0 93.0 793 2-13-97 45.0 9.2 113.9 120.0 95.0 794 2-13-97 Lot 48 44.0 8.3 113.4 120.0 95.0 795 2-13-97 45.0 7.8 112.2 120.0 94.0 796 2-13-97 Lot 52 45.0 9.3 112.8 120.0 94.0 797 2-13-97 46.0 7.9 112.6 120.0 94.0 798 2-13-97 47.0 11.5 111.0 120.0 93.0 799 2-13-97 Lot 50 47.0 9.2 111.5 120.0 93.0 800 2-13-97 48.0 78 112.0 120.0 93.0 Slodden Engineering File: 422-6138 (Add) April 10; 1997 Page 28 Test ; Moist Cont Fld Dry Den Max Dry Den Percent No Date Loc Eley. Percent Lbs/Cu Ft Lbs/Cu Et Maximum 801 2-13-97 Lot 50 49.0 8.3 112.4 120.0 94.0 802 2-13-97 Lot 51 46.0 7.2 111.2 120.0 93.0 803 2-13-97 47.0 8.9 112.7 120.0 94.0 804 2-13-97 48.0 9.8 113.7 120.0 95.0 805 2-13-97 Lot 46 45.0 8.0 118.1 120.0 98.0 806 2-13-97 Lot 47 46.0 8.8 118.1 120.0 98.0 807 2-13-97 47.0 9.3 119.2 120.0 99.0 808 2-13-97 Lot 45 42.0 6.9 114.6 120.0 96.0 809 2-13-97 43.0 7.9 110.6 120.0 92.0 810 2-13-97 44.0 7.2 115.8 120.0 97.0 811 2-13-97 Lot 72 55.0 8.3 108.3 120.0 90.0 812 2-13-97 56.0 12.5 109.7 120.0 91.0 813 2-13-97 it57.0 12.3 110.6 120.0 92.0 814 2-13-97 Lot 73 55.0 13.3 110.6 116.2 95.0 815 2-13-97 56.0 10.2 113.5 116.2 98.0 816 2-13-97 57.0 15.3 108.2 116.2 93.0 817 2-13-97 Lot 74 56.0 10.9 110.9 116.2 95.0 818 2-13-97 to57.0 8.6 111.3 116.2 96.0 819 2-13-97 It58.0 9.4 112.7 116..2 97.0 Slodden Englnewin9 File: 422-6138 (Add) April 10, 1997 Page 29 Test Moist Cont Fld Dry Den Max Dry Den Percent No Date Loc Eley Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 820 2-13-97 Lot 75 60.0 10.7 110.8 116.2 95.0 821 2-13-97 61.0 11.7 111.2 116.2 96.0 822 2-13-97 Lot 93 74.0 6.9 121.7 127.8 95.0 823 2-13-97 74.0. 7.0 121.8 127.8 95.0 824 2-13-97 74.0 12.0 121.5 127.8 95.0 825 2-13-97 Lot 92 70.0 7.2 121.3 127.8 95.0 826 2-13-97 70.0 7.0 120.6 127.8 94.0 827 2-13-97 70.0 3.8 118.1 127.8 92.0 828 2-13-97 Lot 91 69.0 7.4 121.5 127.8 95.0 829 2-13-97 69.0 5.4 120.6 127.8 94.0 830 2-13-97 69.0 7.8 120.2 127.8 '94.0 831 2-13-97 Lot 90 67.0 7.4 121.7 127.8 .95.0 832 2-13-97 67.0 5.6 118.7 127.8 93.0 833 .2-13797 if.67.0 6.2 120.5 127.8 94.0 834 2-13-97 67.0 5.9 122.7 127.8 96.0 835 2-13-97 Lot 89 65.0 7.8 120.7 127.8 94.0 836 2-13-97 it65.0 8.0 118.1 127.8 92.0 837 2-13-97 It 65.0' 7.0 119.7 127.8 94.0 838 2-13-97 65.0 7.6 I 118.5 127.8 93.0 Sudden Engineering File: 422-6138 (Add) I April 10, 1997 Page 30 , Test No Date Loc Eley- Moist Cont Fld Dry Den Max Dry Den Percent Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 839 2-13-97 Lot 88 63.0 6.4 121.0 127.8 840 2-13-97 it63.0 6.1 119.7 127.8 94.0 841 2-13-97 63.0 a 5.2 118.7 127.8 93.0 842 2-13-97 Lot 87 63.0 6.8 118.0 127.8 96.0 843 2-13-97 63.0 5.2 119.0 127.8 96.0 844 2-13-97 63.0 6.6 113.9 127.8 92.0 . 845 2-13-97 63.0 6.3 116.0 127.8 94.0 846 2-18-97 Lot 103 7.4.0 5.5 123:3 127.8 96.0 847 2-18-97 74.0 7.0 121.7 127.8 95.0 848 2-18-97 Lot 104 67.0 7.0 123.5 127.8 97.0 849 2-18-97 Lot 101 78.0 6.7 123.1 127.8 96.0 850 2-18-97 Lot 44 41.0 13.7 110.6 120.0 92.0 851 2-18-97 If 42.0 10.1 117.0 120.0 98.0 852 2-18-97 43.0 12.3 i 117.2 120.0 98.6 853 2-18-97 Lot 48 46:0 10.3 112.3 120.0 94.0 854 2-18-97 " 47.0 S 10.2 I 110.1 120.0 92.0 855 2-18-97 Lot 47 47.0 13.2 118.5 120.0 99.0 856 2-18-97 of 48.0 14.9 115.5 120.0 96.0 857 2-18-97 Lot 49 47.0 12.5 119.3 120.0 99.0 . Siodden Engineering File: 422-6138 (Add) April 10, 1997 ; Page 31 ' i Test No Fid Dry Den Max Dry Den Percent Lbs/Cu Ft Lbs/Cu Ft Maximum Date Loc Eley. Moist Cont Percent 858 2-18-97 Lot 49 48.0 13.2 118.0 120.0 98.0 859 2-18-97 Lot 53 44.0 10.7 114.1 120.0 95.0 860 2-18-97 45.0 12.2 118.2 120.0 99.0 861 2-18-97 46,0 8.3 116.0 120.0 97.0 862 2-18-97 48.0 8.8 115.3 120.0 96.0 863 2-18-97 49.0 10.6 117.8 120.0 98.0 864 2-18-97 Lot 51 50.0 11.1 116.1 120.0 97.0 865 2-18-97 Lot 50 49.0 8.8 116.8 120.0 97.0 866 2-18-97 50.0 9.6 118.6 120.0 99.0 867 2-18-97 51.0 9.7 118.9 120.0 99.0 868 2-18-97 Lot 44' 44.0 8.2 112.3 120.0 94.0 869 2-18-97 45.0 10.7 114.7 120.0 96.0 870 2-19-97 46.0 7.1 118.6 123.5 96.0 871 2-19-97 47.0 9.6 121.7 123.5 99.0 872 2-19-97 48.0 8.7 121.8 123.5 99.0 873 2-19-97 Lot 46 48.0 6.5 118.0 123.5 96.0 874 2-19-97 49.0 10:5 117.7 123.5 95.0 875 2-19-97 50.0 6.0 116.7 123.5 94.0 876 2-19-97 Lot 48 49.0 9.7 112.3 123.5 91.0 Slodden Engineering File: 422-6138 (Add) April 10, 1997 Page 32 Test Moist Cont Fld Dry Den Max Dry lien Percent No Date Loc Eley, Percent Lbs/Cu Ft LbsCu Ft Maximum'. 877 2719-97 Lot 48 50.0 8.8 112.3 123.5 91.0 878 2-19-97 it51.0 9.7 111.5 123.5 90.0 879 2-19-97 Lot 53 46.0 7.6 113.8 123.5 92.0 880 2-19-97 47.0 7.4 .114.1 123.5 92.0 881 2-19-97 48.0 7.9 114.0 123.5 92.0 882 2-19-97 Lot 75 62.0 8.4 112.0 123.5 92.0 883 2-19-97 63.0 11.2 119.7 123.5 97.0 884 2-19-97 Lot 74 62.0 10.7 110.6 123.5 90:0 885 2-19-97 to63.0 9.4 111.4 123.5 90.0 886 2-19-97 Lot 73 59.0 11.4 111.2 123.5 90.0 887 -2-19-97 60.0 8.6 112.7 123.5 91.0 888 2-19-97. Lot 72 58.0 12.5 119.1 123.5 96.0 889 2-19-97 of 59.0 11.9 115:6 123.5 94.0 890 2-19-97. Lot 76 62.0 11.9 118.6 123.5 96.0 891 2-19-97 63.0 11.7 117.0 123.5 95.0 892 2-19-97 64.0 10.6 114.0 123.5 92.0 893 2-19-97 Lot 77 62.0 11.2 113.8 123.5 92.0 894 2-19-97 ff63.0 9.5 113.7 123.5 92.0 895 2-19-97 Lot 78 61.0 9.3 117.4 123.5 94.0 Slodden Engineering File: 422-6138 (Add) April 10, 1997 Page 33 Test Moist Cont Fld Dry Den Max Dry Den Percent 896 2-19-97 Lot 78 62.0 8.8 116.4 123.5 94.0 897 2-19-97 63.0 8.6 118.4 123.5 96.0 898 2-19-97 Lot 73 60.0 9.4 115.3 123.5 93.0 899 2-19-97 61.0 8.5 114.1 123.5 92.0 900 2-19-97 Lot 74 62.0 9.3 113.9 123.5 92.0 901 2-19-97 63.0 10.7 114.4 123.5 93.0 902 2-19-97 64.0 10.3 114.7 123.5 93.0 903 2-19-97 • 64.0 i 10.1 113.6 123.5 92.0 904 2-20-97 Lot 75 63.0 14.1 113.7 123.5 92.0 905 2-20-97 64.0 11.7 115.2 123.5 93.0 906 2-20-97 65.0 -12.8 112.2 123.5 91.0 907 2-20-97 Lot 76 63.0 8.5 118.0 123.5 96.0 908 2-20-97 64.0 8.7 117.2 123.5 95.0 9.0.9 2-20-97 65.0 8.4 117.8 123._5, . 95.0.. 910. 2-20-97 Lot 78 63.0 9.6 115.7 123.5 94.0 911 2-20-97 of63.0 8.3 116.2 123.5 94.0 912 2-20-97 ". 63.0 10.0 115.7 123.5 94.0 913 2-20-97 Lot 79 62.0 8.9 119.2 123.5 97.0 914 • 2-20-97 to 62.0 10.5 118.7 123.5 96.0 Sladden Engineering File: 422-6138 (Add) a April 10, 1997 Page 34 i est Moist tont ria liry lien Max ury lien Percent No. Date Loc. Eley. Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 915 2-20-97 Lot 79 62.0 10.4 120.0 123.5 97.0 916 2-20-97 Lot 55 41.0 12.3 113.7 123.5 92.0 917 2-20-97 42.0 10.1 115.6 123.5 94.0 918 2-20-97 43.0 11.1 112.9 123.5 91.0 919 2-20-97 Lot 56 41.0 10.7 114.2 123.5 92.0 920 2-20-97 42.0 9.8 112.9 123.5 91.0 921 2-20-97 43.0 8.3 112.9 123.5 91.0 922 2-20-97 Lot 58 42.0 11.6 113.6 123.5 92.0 923 2-20-97 to43.0 9.4 117.6 123.5 95.0 924 2-20-97 44.0 8.9 .117.1 123.5 95.0 925 2-20-97 Lot 59 43.0 9.6 115.0 123.5 93.0 926 2-20-97 44.0 8.0 118.2 123.5 96.0 927 2-20-97 45.0 9.5 116.7 123.5 94.0 9.28. 2-20-97 Lot 60 44.0 10.0 117.2. ,... 123.5 .95.0 929 2-20-97 45.0 12.2 115.1 123.5 93.0 930 2-20-97 46.0 8.7 112.9 123.5 91.0 931 2-20-97 Lot 61 45.0 9.1 117.6 123.5 95.0 932 2-20-97 46.0 9.5 115.2 123.5 93.0 933 2-20-97 47.0 10.5 114.5 123.5 93.0 k Slodden Engineering File: 422-6138 (Add) April 10, 1997 Page 35 Test Moist Cont Fld Dry Den Max Dry Den Percent No Date Loc Elev. Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 934 2-20-97 Lot 62 46.0 8.1 119.0 123.5 96.0 935 2-20-97 It47.0 8.7 118.3 123.5 96.0- 936 2-20-97 It48.0 9.6 115.4 123.5 93.0 937 2-20-97 Lot 209 129.0 6.5 120.2 127.8 94.0 938 2-20-97 129.0 6.7 123.7 127.8 97.0 939 2-20-97 129.0 121.4 127.8 95.0 `6.4 940 2-25-97 Lot 94 77.0 8.2 120.7 1.27.8 94.0 941 2-25-97 77.0 +6.8 119.0. 127.8 93.0 942 2-25-97 77.0 7.2 122.7 127.8 96.0 943 2-25-97 Lot 177 81.0 7.6 124.5 127.8 97.0 944 2-25-97 81.0 '7.1 123.9 .127.8 97.0 945 2-25-97 81.0 8.6 124.9 127.8 98.0 946 2-25-97 Lot 178 85.0 ' 9.5 125.0 127.8 98.0 947 2=25-97 85.0 7.2 122.6 127.8...... 96.0 948 2-25-97 85.0 8.0. 121.6 127.8 95.0 949 2-25-97 Lot 179 88.0 7.8 119.2 127.8 93.0 950 2-25-97 If88.0 8.6 122.6 127.8 96.0 951 2-25-97 If88.0 8.5 117.8 127.8 92.0 952 • 2-25-97 Lot 180 91.0 7.2 r 123.6 127.8 91.0 Sladden Engineering • File: 422-6138 (Add) r April 10, 1997 Page 37 Test No Date Fld Dry Den Max Dry Den Percent Lbs/Cu Ft Lbs/Cu Ft Maximum Loc Elev Moist Cont Percent 972 2-26-97 Lot 8 36.0 13.8 100.5 110.0 91.0 973 2-26-97 Lot 10 34.0 13.6 102.6 110.0 93.0 974 2-26-97 35.0 11.7 103.8 110.0 94.0 975 2-26-97 36.0 14.8 101.7 110.0 92.0 976 2-27-97 Lot 137 62.0 f 8.6 116.5 127.8 91.0 977 2-27-97 62.0 9.1 119.2 127.8 93.0 978 2-27-97 62.0 9E.6 118.6 127.8 93.0 979 2-27-97 Lot 117 59.0 8.3 120.2 127.8 94.0 980 2-27-97 " 59.0 11.3 119.5 127.8 94.0 981 2-27-97 59.0 8.9 117.6 127.8 92.0 982 2-27-97 Lot 118 58.0 9.0 117.9 127.8 92.0 983 2-27-97 58.0 9.7 121.2 127.8 95.0 984 2-27-97 58.0 8.5 118.2 127.8 92.0 985 3-03-97 Lot 2 36.0 14.2 101.6 110.0 92.0 986 3-03-97 37.0 14.6 106.7 110.0 97.0 987 3-03-97 38.0 10.8 106.0 110.0 96.0 988 3-03-97 Lot 4 35.0 )11.0 103.9 110.0 94.0 989 3-03-97 It 36.0 '12.4 I 104.2 110.0 95.0 990 3-03-97. 37.0 1.13.4 102.6 110.0 93.0 i Slodden Engineering ' r File: 422-6138 (Add) April 10, 1997 Page 39 Test .No Date Loc Eley, Moist Cont Percent Fid Dry Den Max Dry Den Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 1010 3-05-97 Lot 3 39.0 11:5 107.0 110.0 97.0 1011 3-05-97 40.0 11.3 105.2 110.0 96.0 1012 3-05-97 41.0 12.8 106.7 110.0 97.0 1013 3-05-97 Lot 5 40.0 13.5 103.9 110.0 94.0 1014 3-05-97 41.0 12.5 103.5 110.0 94.0 1015 3-05-97 42.0. 11.4 105.6 110.0 96.0 1016 3-05-97 Lot 12 36.0 r 14.1 102.9 110.0 94.0 1017 3-05-97 37.0 13.3 103.8 110.0 94.0 1018 3-05-97 38.0 13.1 103.5 110.0 94.0 1019 3-05-97 Lot 11 37.0 10.9 105.1 110.0 96.0 1020 3-05-97 38.0 12.3 104.5 110.0 95.0 1021 .3-05-97 39.0 11.2 104.9 110.0 95.0 1022 3-05-97 Lot 9 38.0 11.5 105.6 110.0 96.0 1023 3-05-97 39.0 12.5 108.5 110.0 99.0 1024 3-05-97 40.6 11.5 107.2 110.0 97.0 1025 3-05-97 Lot 7 39.0 10.,6 107.1 110.0 97.0 1026 3-05-97 40.0 11.9 106.5 110.0 97.0 1027 3-05-97 41.0 ;11.5 103.1 110.0 94.0 1028 3-05-97 Lot 22 30.0 .14.7 101.9 110.0 93.0 Slodden Engineering File: 422-6138 (Add) April 10, 1997 Page 41 1Cont Test ` leo. Date Moist Fld Dry Den Max Dry Den Percent. Loc- F1Pv PerQQnt Lbs/Cu FtLbs/Cu Ft Maximum 1048 3-06-97 Lot 21 33.0 10.5 104.9 110.0 95.0 1049 3-06-97 Lot 19 31:0. 11.8 105.4 110.0 96.0 1050 3-06-97 32.0 10.5 104.2 110.0 95.0 1051 3-06-97 Lot 19 32.0 10.5 104.2 110.0 95.0 1052 3-06-97 Lot 14 36.0 11.6 108.9 110:0 99.0 1053 3-06-97 37.0 11.3 108.0 110.0 98.0 1054 3-06-97 38.0 10.9 107.6 110.0 98.0 1055 3-06-97 Lot 16 35.0 9.6 .106.9 110.0 97.0 1056 3-06-97 36.0 11.4 107.5 110.0 98.0 1057 3-06-97 37.0 12.3 105.1 110.0 96.0 1058 3-06-97 Lot 18 35.0 12.8 107.1 110.0 97.0 1059 3-06-97 of 36.0 14.5 103.9 110.0 94.0 1060 3-06-97 ff 37.0 10.0 105.4 110.0 96.0 1061 3-06-97 Lot 26 30.0 13.3 101.9 110.0 93.0 1062 3-06-97 31.0 15.1. 103.3 110.0 94.0 1063 3-06797 32.0 11.5 106:5 110.0 97.0 1064 3-06-97 Lot 22 33.0 12.3 107.9 110.0 98.0 1065 3-06-97 to34.0 9.9 104.2 110.0 95.0 1066 3-06-97 if35.0 10.6 107.7 110.0 98.0 Slodden Engineering File: 422-6138 (Add) April 10, 1997 Page 42 Test Moist Cont Hd Dry lien Max Dry lien Percent No. Date Loc Elev. Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 1067 3-06-97 Lot 20 32.0 11.7 107.1 110.0 97.0 1068 3-06-97 33.0 i 12.3 105.6 110.0 .96.0 1069 3-06-97 34.0 12.2 105.6 110.0 96.0 1070 3-10-97 Lot 19 34.0 11.4 109.1 110.0 99.0 1071 3-10-97 35.0 11.9 107.6 110.0 98.0 1072 3-10-97 36.0 11.7 107.1 110.0 97.0 1073 3-10-97 Lot 21 34.0 14.3 101.2 110.0 92.0 1074 3-10-97 35.0 12.8 105.7 110.0 96.0 1075 3-10-97 36.0 12.4 105.1 110.0 96.0 1076 3-10-97 Lot 23 34.0 '10.6 102.0 110.0 93.0 4 1077 3-10-97 if35.0 :11.3 104.9 110.0 95.0 1078 3-10-97 36.0 10.9 106.7 110.0 97.0 1079 3-10-97 Lot 24 34.0 14.3 101.1 110.0 92.0 1080 3-10-97 of 35.0 10.6 107.6 110.0 98.0 1081 3-10-97 It 36.0 , 10.0 104.5 110.0 95..0 1082 3-10-97 Lot 21 35.0 10.8 104.3 110.0 95.0 1083 3-10-97 36.0 A 12.0 102.9 110.0 94.0 1084 3-10-97 37.0 10.8 102.7 110.0 93.0 1085 3-10-97 Lot 25 33.0 12.3 105.6 110.0 96.0 I Sladden Engineering File: 422-6138 (Add) April 10, 1997 Page 43 k Test Moist Cont Ed Dry Den Max Dry Den Percent No Date Loc Eley. Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 1086 3-10-97 Lot 25 34.0 12.9 104.3 110.0 95.0 f 1087 3-10-97 35.0 13.6 107.6 110.0 98.0 1088 3-11-97 Lot 42 36.0 10.4 109.3 110:0 94.0 1089 3-11-97 37.0 12.3 113.2 116.2 94.0 1090 3-11-97 38.0 11.5 107.2 116.2 92.0 1091 3-11-97 Lot 41 3 7. 0 13.2 109.6 116.2 94.0 1092 3-11-97 3 8. 0 13.5 109.0 116.2 94.0 1093 3-11-97 39.0 15.0 111.3 116.2 96.0 1094 3-11-97 Lot 40 38.0 13.5 112.1 116.2 96.0 1095 3-11-97 if39.0 X12.5 110.3 116.2 95.0 1096 3-11-97 40.0 12.1 109.8 116.2 94.0 1097 3-11-97 Lot 37 39.0 ,14.2 f 107.9 116.2 93.0 1098 3-11-97 40.0 " 13.4 110.2 116.2 92.0 1099 3-11-97 41.0 114.3 106.9 116.2 92.0 1100 3-11-97 Lot 38 39.0 12.2 109.2 116.2 94.0 1101 3-11-97 40.0 13.1 110.0 116.2 95.0 1102 3-11-97 41.0 12.6 107.1 116.2 92.0 1103 3-11-97 Lot 39 38.0 9.6 107.5 116.2 93.0 1104 3-11-97 39.0 11.1 107.5 116.2 94.0 Sladden Engineering File: 422-6138 (Add) April 10, 1997 Page 45 Test No Date Loc Elev. Moist Cont Percent Ed Dry Den Max Dry Den Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 1124 3-11-97 Lot 28 61.0 13.8 105.2 110.0 96.0 1125 3-11-97 62.0 13.5 105.5 110.0 96.0 1126 3-11-97 Lot 1 42.0 .10.6 105.2 110.0 96.0 1127 3-11-97 42.0 9.6 105.9 110.0 96.0 1128 3-11-97 Lot 2 42.0 '12.0 102.9 110.0 94.0 1129 3-11-97 It 42.0 12.2 107.1 110.0 97.0 1130 3-11-97 Lot 3 42.0. 11.5 104.2 110.0 95.0 1131 3-11-97 42.0 12.9 104.5 110.0 95.0 1132 3-11-97 Lot 4 43.0 14.6 104.9 110.0 95.0 1133 3-11-97 43.0 11.0 103.7 110.0 94.0 1.134 . 3-11-97 Lot 5 43.0 12.3 105.7 110.0 96.0 1135 3-11-97 it43.0. r 12.2 104.2 110.0 95.0 1136 3-12-97 Lot 31 51.0 8.4 109.0 116.2 94.0 1137 3-12-97 52.0 9.7 106.3 116.2 91.0 1138 3-12-97 53.0 ` 8.0 106.8 116.2 92.0 1139 3-12-97 Lot 28 62.0 7.9 111.7 116.2 96.0 1140 3-12-97 63.0 A 9.9 107.2 116.2 92.0 1141 3-12-97 64.0 8.7 105.9 116.2 91.0 1142 3-12-97 Lot 29 58.0 8.2 105.0 116.2 90.0 Slodden Engineering File: 422-6138 (Add) April 10, 1997 Page 46 Test No. Date Loc Eley. Moist Cont Fld Dry Den Max Dry Den Percent Percent Lbs/Cu Ft Lb,,/Cu Ft Maximum 1143 3-12-97 Lot 29 59.0 9.1 108.5 116.2 93.0 1144 3-12-97 60.0 X8.8 107.9 116.2 93.0 1145 3-12-97 Lot 28 63.0 10.1 108.7 116.2 94.0 1146 3-12-97 64.0 19.0 112.6 116.2 97.0 1147 3-12-97 65.0 11.4 112.0 116.2 96.0 1148 3-12-97 Lot 30 59.0 11.2 111.2 116.2 96.0 1149 3-12-97 60.0 8.9 107.9 116.2 93.0 1150 3-12-97 61.0 8.5 112.7 116.2 97.0 .1151 3-12-97 Lot 29 61.0 . 10.8 110.6 116.2 95.0 1152 3-12-97 62.0 7.1 110.0 116.2 95.0 1153 3-12-97 ". 63.0 8.8 108.7 116.2 94.0 1154 3-12-97 Lot 40 41.0, 9.6 112.7 116.2 97.0 1155 3-12-97 42.0 10.7 109.2 116.2 94.0 1156 3-12-97 43.0 10.4 109.7 .116.2 94.0 1157 3-12-97 Lot 41 39.0 10.3 111.7 116.2 96.0 1158 3-12-97 40.0 9.8 109.0 - 116.2 94.0 1159 3-12-97 41.0 8.6 112.0 116.2 96.0 1160 3-12-97 Lot 42 39.0 10.6 108.9 116.2 94.0 1161 3-12-97 It 40.0 10.4 109.2 116.2 94.0 Siodden Engineering File: 422-6138 (Add) April 10, 1997 Page 47 Test No' Date Loc Eley, { Moist Cont Percent Fld Dry Den Max Dry Den Percent ' Lbs/Cu Ft Lbs/Cu Ft Maximum.. 1162 3-12-97 Lot 42 41.0 i 10.9 109.9 116.2 94.0 1163 3-12-97 Lot 38 38.0 8.9 107.9 116.2 93.0 1164 3-12-97 it44.0 9.7 106.9 116.2 92.0 1165 3=12-97 45.0 11.4 110.7 116.2 95.0 % 1166 3-12-97 Lot 39 41.0 11.2 111.7 116.2. 96.0 i 1167 3-12-97 42.0 111.6 108.2 116.2 93.0 1168 3-12-97 430 ; 8.4 106.5 116.2 92.0 1169 3-12-97, Lot 37 42.0 , 8.6 109.9 116.2 95.0 1170 3-12-97 43.0 10.5 109.2 116.2 94.0 1171 3-12-97 44.0 1 10.3 111.8 116.2 96.0 1172 3-12-97 Lot 6 43.0 14.2 105.7 116.2 91.0. 1173 , 3-12-97 Lot 7 42.0 14.7 107.9 116.2 93.0 1174 3-12-97 42.0 13.8 104.8 116.2 90.0 1175 3-12-97 Lot 8 42.0 14.9 106.7 116.2 92.0 1176 3-12-97 Lot 9 41.0 12.9 104.2 116.2 90.0 1177 3-12-97 Lot 10 41.0 11.7 104.6 116.2 90.0 1178 3-12-97. 41.0 117 108.9 116.2 94.0 1179 3-12-97 Lot 11 41.0 ! 14.2 107.6 116.2 93.0 1180 3-12-97 Lot 12 40.0 a 14.0 107.5 116.2 93.0 Slodden Engineering File: 422-6138 (Add) Apruil 10, 1997 Page 48 Test Moist Cont Fld Dry Den Max Dry Den Percent Nn Date Loc Eley. Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 1181 3-13-97 Lot 12 40.0 15.6 108.8 116.2 94.0 1182 3-13-97 Lot 13 40.0 12.8 107.6 116.2 93.0 1183 3-13-97 of 40.0 13.7 F 105.9 116.2 91.0 1184 3-13-97 Lot 14 39.0 14.0 { 105.9 116.2 91.0 1185 3-13-97 Lot 15 39.0 11.5 107.2 116.2 92.0 1186 3-13-97 39.0 ;15.3 109.9 116.2 95.0 1187 3-13-97 Lot 16 38.0 '14.6 106.4 116.2 92.0 1188 3-13-97 Lot 17 38.0 '14.2 p 107.0 116.2 92.0 1189 3-13-97 38.0 13.5 106.3 116.2 91.0 1190 3-13-97 Lot 77 65.0 8.3 115.7 123.5 94.0 1191 3-13-97 65.0 9.6 113.9 123.5 92.0 1192 3-13-97 Lot 76 66.0 ; 10.9 116.6 123.5 94.0 1193 3-13-97 Lot 75 66.0 10.5 116.9 123.5 95.0 1194 3-13-97 of 66.0 10.8 112.9 123.5 91.0 1195 3-13-97 Lot 74 65.0 7.5 114.0 123.5 92.0 1196 3-13-97 Lot. 73 63.0 8.2 116.7 123.5 94.0. 1197 3-13-97 Lot 72 62.0 8.5 116.0 123.5 94.0 1198 3-13-97 of62.0 . 9.0 115.2 123.5 93.0 1199 3-13-97 Lot 71 58.0 8.2 117.3 123.5 95.0 Slodden Engineering File: 422-6138 (Add) April 10, 1997 Page'49 Test Moist Cont Fld Dry Den Max Dry Den Percent No. Date Loc- Flee Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 1200 3-13-97 Lot 70 55.0 .8.7 116.9 123.5 95.0 1201. 3-13-97 Lot 69 54.0 10.1 116.0 123.5 94.0 1202 3-13-97 Lot 68 53.0 X9.5 118.5 123.5 96.0 1203 3-13-97 Lot 67 52.0 10.1 114.3 123.5 93.0 1204 3-13-97 Lot 66 51.0 .7.4 114.9 123.5 93.0 1205 3-13-97 Lot 65 50.0 10.5 113.6 123.5 92.0 1206 3-13-97 Lot 64 50.0 8.6 116.2 123.5 94.0 1207'3-13-97 Lot 63 49.0 ; 8.8 116.3 123.5 94.0 1208 3-13-97 Lot 62 49.0 8.6 114.6 123.5 93.0 1209 3-13-97 Lot 61 48.0 7.4 112.2 123.5 91.0 12103-13-97 Lot 60 47.0 7.1 113.0 123.5 91.0 l ' 1211 3-13-97 Lot 59 46.0 7.6 112.9 123.5 91.0 1212 3-13-97 Lot 58 45.0 8.6 115.9 123.5 94.0' 1213 3-13-97 Lot 57 45.0 8.1 114.2 123.5 92.0 1214 3-13-97 Lot 56 44.0 8.8 118.2 123.5 96.0 1215 3-13-97 Lot 55 44.0. 8.2 115.9 123.5 94.0 1216 3-17-97 Lot 95 71.0 7.0 121.3 127.8 95.0 1217 3-17-97 71.0 7.6 118.7 127.8 93.0 1218 3717-97 71.0 7.6 118.5 127.8 93.0 y Slodden Engineering. File: 422-6138 (Add) April 10, 1997 Page 50 Test No. - Date Loc. Eley. Moist Cont Percent Fld Dry Den Max Dry Den Percent Lbs/Cu Lbs/CuFtLbs/Cu Ft Maxim �m 1219 3-17-97 Lot 96 74.0 ; 8.2 123.9 127.8 96.0 1220 3-17-97 74.0 8.0 119.2 127.8 93.0 1221 3-17-97 .74.0 8.5 120.2 127.8 94.0 1222 3-17-97 Lot 97 76.0 7.0 120.7 127.8 94.0 1223 3-17-97 76.0 7.3 124.0 127.8 97.0 1224 3-17-97 76.0 7.1 120.9 127.8 97.0 1225 3-17-97 Lot 98 78.0 7.6 119.7 127.8 94.0 1226 3-17-97 78.0 7.1 119.5 127.8 94.0 1227 3-17-97 Lot 174 80.0 7.0 120.9 127.8 95.0 1228 3-17-97 80.0 i 7.7 124.7 127.8 98.0 1229 3-17-97 80.0 6.1 122.6 127.8 96.0 1230 3-17-97 Lot 175 77.0 7.0 120.0 127.8 94.0 1231 3-17-97 77.0 7.1 123.1 127.8 96.0 1232 3-17-97 77.0 7.2 123.9 127.8 97.0 1233 3-17-97 Lot 176 74.0 ,7.9 121.9 127.8 95.0 1234 3-17-97 it74.0 7.3 122.6 127.8 96.0 1235 3-17-97 of74.0 7.1 120.3 127.8 94.0 1236 3-17-97 Lot 136 61.0 8.5 124.2 .127.8 97.0 1237 3-17-97 61.0 9.1 123.9 127.8 97.0 Slodden Engineering File: 422-613 8 (Add) April 10, 1997 Page 51 Test No. Date Loc Eley. Moist Cont Fld Dry Den Max Dry Den Percent Percent bs/CuFt Lbs/Cu Ft Maximum 1238 3-17-97 Lot 140 68.0 7.9 120.6 127.8 94.0 1239 3-17-97 of68.0 8.5 122.7 127.8 96.0 1240 3-18-97 Lot 244 31.1 16.6 101.2 110.0 92.0 1241 3-18-97 32.1 17.0 105.9 110.0 96.0 1242 3-18-97 33.1 16.8 105.9 110.0 96.0 1243 3-18-97 33.1 16.4 104.3 110.0 95.0 1244 3-18-97 if 32.1 14.3 104.9 110.0 95.0 1245 3-18-97 33.1 15.0 104.8 110.0 95.0 1246 3-18-97 31.1 " 14.2 105.7 110.0 96.0 1247 3-18-97 32.1 15.1 103.2 110.0 94.0 1248 3-18-97 33.1 13.8 103.5 .110.0 94.0 1249 3-26-97 Lot 120 53.0 8.2 119.6 127.8 94.0 1250 3-26-7 54.0 7.8 121.3 127.8 95.0 1251 3-26-97 55.0 7.8 117.9 127.8 92.0 1252 3-26-97 Lot 133 57.0 9.1 119.2 127.8 93.0 1253 3-26-97 of57.0 8.3 119.0 127.8 93.0 1254 3-26-97 Lot 132 56.0 7.7 123.6 127.8 97.0 1255 3-26-97 If 56.0 7.6 123.5 127.8 97.0 1256 I 3-26-97 56.0 7.7 f 125.2 127.8 98.0 Siadden Engineering File: 422-6138 (Add) April 10, 1997 Page 52 Test No. Date Loc. Eley. Moist Cont Percent Fid Dry Den Max Dry Den Percent Lbs/Cu Fr LbsCu Ft Maximum 1257 3-26-97 Lot 131 55.0 7.7 125.0 127.8 98.0 1258 3-26-97 55.0 7.1 123.6 127.8 97.0 1259 3-26-97 55.0 6.7 123.1 127.8 96.0 1260 3-26-97 . Lot 130 54.0 7.0 124.7 127.8 98.0 '1261 3-26-97 54.0 k 7.3. 120.6 127.8 94.0 1262 3-26-9.7 54.0 6.4 120.7 127.8 94.0 1263 3-26-97 Lot 129 53.0 -7.0 121.9 127.8 95.0 1264 3-26-97 of53.0 6.9 123.6 127.8 97.0 1265 3-26-97 53.0 7.4 123.0 127.8 96.0 1266 3-26-97 Lot 128 52.0 6.7 123.9 127.8 97.0 1267 3-26-97 52.0 7.0 120.7 127.8 94.0 1268 3-26-97 of 52.0 6.6 123.7 127.8 97.0 1269 3-26-97 Lot 127 52.0 7.5 120.0 127.8 94.0 1270 3-26-97 52.0 7.9 119.5 127.8 94.0 1271 3-26-97 52.0 6.3 119.1 127.8 93.0 1272 3-26-97 Lot 126 52.0 6.4 123.2 127.8 96.0 1273 3-26-97 52.0 ? 7.3 125.0 127.8 98.0 1274 3-26-97 52.0 7.6 125.1 127.8 98.0 1275 3-26-97 Lot 125 52.0 ; 7.3 r 124.6 127.8 97.0 Sladden Engineering File: 422-6138 (Add) April 10, 1997 Page 53 Test No. . Date Loc Eley. Moist Cont Percent Fld Dry Den Max Dry Den Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 1276 3-26-97 Lot 125 52.0 6.7 124.0 127.8 97.0 1277 3-26-97 52.0 7.0 125.5 127.8 98.0 1278 3-26-97 Lot 124 52.0 7.0 123.6 127.8 97.0 .1279 3-26-97 52.0 6.7 122.9 127.8 96.0 1280 3-26-97 52.0 7.4 119.9 127.8 94.0' 1281 3-26-97 Lot 123 54:0 7.3 119.5 127.8 93.0 1282 3-26-97 54.0 7.9 121.6 127.8 95.0 1283 3-26-97 54.0 7.0 121.9 127.8 95.0 1284 3-26-97 Lot 122 55.0 7.1 125.4 127.8 98.0 1285 3-26-97 to55.0 6.2 125.0 127.8 98.0 1286 3-26-97 It55.0 6.2 121.6 127.8 95.0 1287 3-26-97 Lot 121 56.0 6.7 121.0 127.8 95.0 1288 3-26-97 ". 56.0 7.0 t 124.6 127.8 97.0 1289 3-26797 56.0 6.8 124.2 127.8 97.0 1290 3-26-97 Lot 120 56.0 7.6 123.2 127.8 96.0 1291 3-26-97 56.0 7.1 123.1 127.8 96.0 1292 3-26-97 56.0 7.9 124.7 127.8 98.0 1293 3-27-97 Lot 18 38.0 13.8 104.7 110.0 95.0 1294 3-27-97 Lot 19 37.0 .13.2 108.5 110.0 99.0 Slodden Enofneerinn y File: 422-6138 (Add) April 10, 1997 Page 54 Test No. Date Loc Eley Moist Cont Percent Fld Dry Den Max Dry Den Percent Lbs/Cu Ft l,b-.;/Cu Ft Maximum 1295 3-27-97 Lot 20 37.0 12.3 r 109.0 110.0 99.0 1296 3-27-97 Lot 21 38.0 12.6 106.3 110.0 97.0 1297 3-27-97 Lot 22 38.0. 12.8 106.0 110.0 96.0 1298 3-27-97 Lot 23 38.0 9.7 107.2 110.0 97.0 1299 3-27-97 Lot 24 37.0 9.9 103.0 110.0 94.0 1300 3-27-97 Lot 25 36.0 11.1 103.9110.0 94:0 1301 3-27-97 Lot 26 36.0 12.6 105.6 110.0 94.0 1302 3-27-97 Lot 244 35.1 11.7 107.1 110.0 97.0 1303 3-27-97 35.1 11.4 105.9 110.0 96.0 1304 3-27-97 35.1 9.9 105.5 110.0 96.0 1305 3-27-97 Lot 53 49.0 9.1 120.0 123.5 97.0 1306 3-27-97 49.0 10.4 119.5 123.5 97.0 1307 3-27-97 Lot 52 50.0 8.7 115.6 123.5 94.0 1308 3-27-97 50.0 7.8 116.6 123.5 94.0 1309 3-27-97 Lot 51 51.0 8.2 117.9 123.5 95.0 1310 3-27-97 1151.0 8.0 120.1 123.5 97.0 1311 3-27-97 Lot 50 52.0 9.6 119.0 123.5 96.0 1312 3-27-97 If52.0 9.3 114.9 123.5 93.0 1313 3-27-97 Lot 47 53.0 9.6 116.5 123.5 94.0 Slodden Engineering File: 422-613 8 (Add) April 10, 1997 Page 55 UbL No. Date Loc_ Eley. ivioist k ont Percent ria Lry Len iviax tjry lien vercent Lbs/Cu Ft Lbs/Cu Ft Maximum 1314 3-27-97 Lot 47 53.0 9.1 118.9 123.5 96.0 1315 3-27-97 Lot 46 51.0 ' 8.6 121.6 123.5 98.0 1316 3-27-97 of51.0 10.4 119.2 123.5 97.0 1317 .3-27-97 Lot 45 50.0 10.3 118.9 123.5 96.0 1318 3-27-97 " 50.0 8.5 120.2 123.5 97.0 1319 3-27-97 Lot 44 49.0 8.9 114.9 123.5 93.0 1320 3-27-97 49.0 9.1 116.7 123.5 94.0 1321 3-31-97 Lot. 37 46.0 13.2 108.7 116.2 94.0 1322 3-31-97 if46.0 12.6 110.2 116.2 95.0 1323 3-31-97 Lot 38 46.0 11.7 108.0 116.2 93.0 1324 3-31-97 It 46.0 11.5 108.2 116.2 93.0 1325 3-31-97 Lot 39 44.0 11.6 111.6 116.2 96.0 1326 3-31-97 It 44.0 10.4 111.0 116.2 96.0 1327 3-3-97 Lot 40 44.0 9.8 112.9 116.2 96.0 1328 3-31-97 if44.0 10.5 111.6 116.2 96.0 1329 3-31-97 Lot 41 42.0 9.6 110.9 116.2 95.0 1330 3-31-97 42.0 10.5 108.5 116.2 93.0 133.1 3-31-97 42.0 11.3 107.6 116.2 93.0 1332 3-31-97 Lot 42 42.0 11.1 109.7 116.2 94.0 Slodden Engineering nIM Filer 422-6138 (Add) ; April 10, 1997 Page 56 1 -est 4-01-97 57.0 9.2 Moist Cont Fld Dry Den Max Dry Den Percent 96.0 Date Loc FbCy Percent Lbs/Cu Ft bs/Cu Ft MaXlmlm 1350 4-01-97 it67.0 11.0 110.0 116.2 1333 3-31-97 Lot 42 42.0 9.8 109.2 116.2 94.0 1334 3-31-97 42.0 .11.4 110.6 116.2 95.0 1335 3-31-97 Lot 27 57.0 '10.5 110.0 116.2 95.0 1336 3-31-97 57.0 9.2 109.2 116.2 94.0 1337 3-31-97 57.0 8.9 111.2 116.2 96.0 1338 4-01-97 Lot 28 66.0 ,10.5 110.3 116.2 95.0 1339 4-01-97 of 67.0 11.0 108.6 116.2 93.0 1340 4-01-97 Lot 29 64.0 9.7 107.1 116.2 92.0 1341 4-01-97 it 65.0 ' 11.5 111.1 116.2 96.0 1342 4-01-97 of66.0 9.8 109.7 116.2 94.0 1343' 4-01-97 Lot 30 63.0 10.5 111.7 116.2 96.0 1344 4-01-97 64.0 11.0 110.5 116.2 95.0 1345 4-01-97 64.0 , 11.3 109.9 116.2 95.0 1346 4-01-97 Lot 31 55.0 10.6 108.7 116.2 94.0 1347 4-01-97 56.0 10.7 108.5 116.2 93.0 1348 4-01-97 57.0 9.2 110.0 116.2 96.0 1349 4-01-97 . Lot 28 66.0 9.7 107.9 116.2 93.0 1350 4-01-97 it67.0 11.0 110.0 116.2 95.0 1351 4-01-97 Lot 36 57.0 9.2 114.7 123:5 93.0 Sladden Engineering File: 422-6138 (Add) April 10, 1997 Page 57 Test Moist Cont Fld Dry Den Max Dry Den Percent No. Date Loc. Eley. Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 1352 4-01-97 Lot 36 57.0 i 9.8 113.5 123.5 92.0 1353 4-01-97 Lot 35 56.0 7.4 115.7 123.5 94.0 1354 4-01-97 It56.0 i 8.6 115.3 123.5 93.0 1355 4-01-97 56.0 8.2 116.2 123.5 94.0 1356 4-01-97 Lot 34 55.0 9.6 115.0 123.5 94.0 1357 4-01-97 55.0 9.4 116.1 123.5 94.0 1358 4-01-97 55.0 8.1 116.3 123.5 92.0 1359 4-01-97 Lot 33 54.0 8.0 113.9 123.5 92.0 1360 4-01-97 54.0. 10.0 118.4 123.5 96.0 1361 4-01-97 54.0 13.6 116.9 123.5 95.0 1362 4-01-97 Lot 32 52.0 11.2 117.0 123.5 95.0 1363 .4-01-97 52.0 ; 11.8 117.0 123.5 95.0 1364 4-01-97 52.0 10.0 114.5 123.5 93.0 1365 4-01-97 Lot 43 41.011.3 112.0 120.0 93.0 1366 4-01-97 42.0 8.2 115.2 120.0 96.0 1367 4-01-97 43.0 8.2 115.0 120.0 96.0 1368 4-01-97 Lot 54 41.0 8.5 113.6 120.0 95.0 . 1369 4-01-97 42.0 10.7 112.1 120.0 93.0 1370 4-01-97 43.0 7.5 112.9 120.0 94.0 Siadden Enalneerina File:. 422-6138 (Add) April 10, 1997 Page 58 Test No. Date Loc. Eley. Moist Cont Percent Fld Dry Den Max Dry Den Percent Lbs/Cu Ft Lbs/Cu Ft Maximum 1371 4-01-97 Lot, 242 N 3 8.0 i 9.5 114.5 120.0 95.0 1372 4-01-97 39.0 40.1 113.6 120.0 95.0 1373 4=02-97 Lot 43 43.0 8.6 110.9 120.0 92.0 1374 4-02-97 44.0 .13.3 115.5 120.0 96.0 1375 4-02-97 45.0 12.4 118.0 120.0 98.0 1376 4-02-97 Lot 242 S 38.0 12.6 112.9 120.0 94.0 1377 4-02-97 39.0 13.3 115.3 120.0 96.0 1378 4-02-97 40.0 12.5 118.4 120.0 99.0 1379 4-02-97 39.0 12.5 118.0 120.0 98.0 1380 4-02-97 40.0 11.3 a 118.9 120.0 99.0 1381 4-02-97 Lot 54 44.0 13.0 113.9 120.0 95.0 1382 4-02-97 If 45.0 12.3 108.6 120.0 91.0 1383 4-02-97 46.0 8.8 f 108.0 120.0 90.0 1384 4-02-97 Lot 243 N 41.0 9.9 108.4 120.0 90.0 1385 4-02-97 42.0 11.3 108.2 120.0 90.0 1386 4-02-97 43.0 12.1 109.0 120.0 91.0 1387 4-02-97 41.0 9.0 110.6 120.0 92.0 1388 4-02-97 42.0 6.7 113.2. 120.0 94.0 1389 4-02-97 Lot 54 44.0 13.9 118.7 120.0 99.0 Sladden Enalneerina v File: 422-6138 (Add) April 10, 1997 Page -59 Test No, Date Loc Elev Moist Cont " Percent Fld DryDen Max DryDen Percent Lbs/Cu Ft Lbs/Cu Ft MaximLm 1390 4-02-97 Lot 54 45.0 13.8 109.7 120.0 91.0 1391 4-02-97 46.0 12.6 109.0 120.0 91.0 1392 4-02-97 Lot 43 44.0 7.9 110.0 120.0 93.0 1393 4-02-97 45.0 9.8 112.7 120.0 94.0 1.394 4-02-97 46.0 11.6 109.5 120.0 91.0 1395 4-02-97 Lot 242 S 41.0 7.7 110.8 120.0 92.0 1396 4-02-97 42.0 7.2 110.9 120.0 92.0 1397 4-02-97 41.0 7.9 109.8 120.0 92.0 1398 4-02-97 42.0 7.7 114.2 120.0 95.0 1399 4-02-97 Lot 242 N 43.0 8.7 116.9 120.0 97.0 1400 4-02-97 43.0 7.4 115.2 120.0 96.0 1401 4-02-97 44.0 .11.2 114.1 120.0 95.0 1402 4-02-97 Lot 242 S 41.0 ' 12.2. 111.3 120.0 93.0 1403. 4-02-97 42.0 9.7 113.0 120.0 94.0 1404 4-02-97 43.0 8.5 112.1 120.0 '93.0 1405 4-02-97 41.0 6.6 109.1 120.0 91.0 1406 4-02-97 42.0 7.0 108.0 120.0 90.0 1407 4-02-97 43.0 11.2 112.3 120.0 94.0 1408 4-02-97 41.0 11.5 115.3 120.0 96.0 a Slodden Engineering File: 422-6138 (Add) April 10, 1997 Page 60 Test Moist Cont Fld Dry Den Max Dry Den Percent 1409 4-02-97 2425 42.0 10.8 115.1 120.0 96.0 1410 4-03-97 Lot 28 68.0 8.4 109.2 116.2 94.0 1411 4-03-97 68.0 8.5 111.6 116.2 96.0 1412 4-03-97 Lot 29 67.0 9.6 110.0 116.2 95.0 1413 4-03-97 66.0 9.1 113.0 116.2 97.0 1414 4-03-97 Lot 30 66.0 8.3 111.7 116.2 96.0 1415 4-03-97 if66.0 10.5 109.2 116.2 94.0 1416 4-03-97 Lot 31 58.0 10.4 1.07.9 116.2 93.0 1417 4-03-97 58.0 9.2 109.5 116.2 94.0 Sladden Engineering