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COLEGIO CRISTIANO AVIVANDO EL FUEGO

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Presentation on theme: "COLEGIO CRISTIANO AVIVANDO EL FUEGO"— Presentation transcript:

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2 COLEGIO CRISTIANO AVIVANDO EL FUEGO
EMI PROJECT NO PROPOSAL

3 JAMES HIBBS ZACHARY HIBBS ELLIOT SMITH
SURVEYING JAMES HIBBS ZACHARY HIBBS ELLIOT SMITH

4 SITE VISIT

5 EXISTING SITE CONDITIONS

6 RALPH KINDER TOM KRUEGER
WATER/WASTEWATER RALPH KINDER TOM KRUEGER

7 WATER SUPPLY OPTIONS DUG WELL AT SPRING
DUG WELL AT SITE (OPTION SELECTED) CONNECT TO CITY WATER SUPPLY

8 Dug wells CONSTRUCTION FEATURES CASED WITH WATERTIGHT MATERIAL
WELL COVERED BY CONCRETE CURB AND CAP MOUNDED LAND SURFACE AROUND WELL TO AVOID PONDING IDEALLY, PUMP FOR WELL SHOULD BE IN YOUR BUILDING OR IN A SEPARATE PUMP HOUSE

9 WASTEWATER TREATMENT OPTIONS
SEPTIC SYSTEM LAGOON SYSTEM CONNECT TO CITY SEWER

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12 Basis of design leach field
School w/Food Service Per Student - 25 gpd gpd Lateral Length - ft Leach Field - sq ft Design Basis 350 students 8750 13,125 144,375 Home #1 3 Bedroom (8,000 gal/month) - 310 3,410 Home #2 3 Bedroom (8,000 gal/month) Lateral Length w 25 gpd - Total 13,745 151,195

13 Basis of design 120 Day TREATMENT LAGOON
GPD Lagoon Volume School w/Food Service Per Student - 25 gpd 8,750 1,050,000 Home #1 3 Bedroom (8,000 gal/month) 267 32,040 Home #2 3 Bedroom (8,000 gal/month) TOTAL 9,284 1,114,080 Using 7 ft as Overflow depth Length in Feet of Each Side of the Bottom of a Square Lagoon 123 Length in Feet of Each Side of the top of a Square Lagoon 165

14 WATER QUALITY TEST RESULTS
LOCATION DATE TIME PH IRON (MG/L) HARDNESS (PPM) CHLORINE (MG/L) NIT RATE (MG/L) BACTERIA* DESIRED 6.5 TO 7.0 < 0.3 < 120 < 250 < 10 NEGATIVE POOL BELOW WATERFALL 2/8/10 09:30 7.5 - 120 POSITIVE WATERFALL 6.5 50 CISTERN AT ROCK FACE 17:14 6 KITCHEN 2/10/10 17:30 7 *BACTERIA TEST IS FOR HYDROGEN SULFATE PRODUCING BACTERIA. HYDROGEN SULFATE PRODUCING BACTERIA ARE POTENTIALLY DISEASE CAUSING

15 WATER CAPACITY TESTS Location Date Time Pressure (psi) Flow (gpm)
Waterfall 2/8/2010 16:41 - 2.2 Cistern at rock face 17:14 6.7 School lower hose bib 2/9/2010 17:34 80 2/10/2010 09:40 38 School upper hose bib 17:36 74 19:43 62 Upper house hose bib 13:30 5

16 CURRENT USE TOTAL 24 HR USE: 8 HR PEAK USE: 4 HOUR PEAK USE: PEAK DAY:
17 M3 (4,500 GPD) 19 GPM 41.3 GAL/STUDENT 4 HOUR PEAK USE: (109 STUDENTS) 37.5 GPM 3.1 GPM PEAK DAY: 9,000 GPD 6 GPM

17 WATER SYSTEM PLANNING FACTORS
TOTAL STUDENTS: 350 SCHOOL USAGE : 10 TO 15 GPM HOUSES: 2 HOUSE USAGE: 267 GPD WELL DEPTH = 110 M HOSE BIB USE (SCHOOL): 2 BIBS X 2 HRS X 5 GPM = 1200 GPD HOSE BIB USE (HOUSES): 1 BIB X 2 HOUSES X 5GPM = 1200 GPD

18 WATER SYSTEM REQUIREMENTS
Parameter Low (gpm) High Average Inside Use 3 4 Peak Inside Use 6 8 Outside Use 2 Required Sustained 24 hr. Flow Rate 10 Required Peak 8 hr. Flow Rate 23 31 4 hr. Flow Rate 46 61

19 PUMP RECOMMENDATION RECOMMENDED PUMP: POWER: 7.5 HP
FLOW RANGE: 20 TO 80 GPM GOULD MODEL 55GS75CBM OR EQUIVALENT HEAD COMPUTATION TOTAL LIFT IN WELL: 110 M/361 FT PUMPING LIFT: 3.2 M/10.5 FT STATIC DISCHARGE PRESSURE: 40 PSI/17.3 FT FRICTION LOSSES: 5%/19.5 FT TOTAL REQUIRED HEAD: 408 FT

20 WATER STORAGE REQUIREMENTS
Well Production Capability (gpm) Storage Requirement (low) (high) 46 to 61 23 to 46 5,520 gal/21,000 L 9,120 gal/34,500 L 8 to 23 12,720 gal/48,000 L

21 WASTEWATER PERC TEST RESULTS: 7.5 TO 25 MIN/INCH
SYSTEM REQUIREMENTS: 1.2 TO 1.5 LF/GPD LATERAL FIELD REQUIRED: LENGTH: 13,745 LF/4,229 M AREA: 151,195 SF/14,046 M2 AREA AVAILABLE: OUTSIDE WALL: 734 M2 INSIDE WALL: 604 M2 TOTAL: 1,338 M2

22 WATER/WASTEWATER SUMMARY
AREA AVAILABLE IS NOT LARGE ENOUGH TO ACCOMMODATE REQUIRED LEACH FIELD RECOMMEND CONNECTING WASTEWATER DISCHARGE TO EXISTING MUNICIPAL COLLECTION LINE IF WELL WILL PRODUCE AT LEAST 41 GPM, INSTALL A PRESSURIZED WATER SYSTEM USING A 7.5 HP PUMP. IF WELL PRODUCES LESS THAN 41 GPM, INSTALL AN OPEN SYSTEM WITH A STORAGE TANK.

23 RICHAL SMITH AMOS MELLBOM
STRUCTURAL RICHAL SMITH AMOS MELLBOM

24 PROPOSED FLOOR SYSTEM

25 ALTERNATE FLOOR SYSTEM

26 JAY HOSKINSON DAN WALL MICHAEL BADEN
ARCHITECTURAL JAY HOSKINSON DAN WALL MICHAEL BADEN

27 SITE PLAN N BELOW GROUND TANKS PLAY EQUIPMENT ABOVE GROUND TANKS HOUSE
PLAY FIELD COURTYARD HOUSE WELL GATE PLAY FIELD N

28 MAIN FLOOR PLAN

29 UPPER FLOOR PLAN

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32 SECTIONS

33 EAST & WEST ELEVATIONS

34 SOUTH ELEVATION

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