1SITE PLAN

6/11/2018D

rip Dispersal Septic System

w/ Pretreatm

ent (To Serve Proposed 3 BR

House)

Property on Sanborn Rd., Saratoga, CA 95070

APN 517-33-015 (SR

0857040)

Nam

it Gupta &

Shivi Agarwal

3084 Crater Ln., San Jose, CA 95132 Tel. 650-215-0765 Em

ail: namit80@

gmail.com

1) Access risers & lids in good condition.2) Structural Integrity - probe interior walls/baffles, inlet/outlet seals. 1. FILL TANK TO 2 INCHES WITHIN RISER3) Pump tank electrical & signal wires in good condition. 2. LET TANK SIT FOR 1 HOUR4) Pump tank proper operation of float switches. 3. OBSERVE WATER LEVEL IN RISER BEFORE AND AFTER 1 HR PERIOD

4. IF LEVEL HAS FALLEN , INSPECT FOR LEAKS

5. REPAIR ANY LEAKS AND REPEAT TEST

1) Record wastewater flow based on water meter readings or other method Construction Inspections Required w/ Designer & DEH: 2) Measurement and recording of water levels in inspection wells. 1. Layout Inspection - All components staked or painted 3) Inspection of pump and valves operation, and measurement of system pressure. 2. Open Trench Inspection - Components in & not covered 4) Inspection of dispersal fields for seepage, erosion, etc. 3. Pump Test - Pumps, hydraulics, and alarms operational.

4. Treatment Unit & Pump Tank Water Tightness Testing.5. Final inspection - All components covered.

Owner Reponsiblity for Alternative Type Septic System: Owner to acknowledge that the property is served by an alternative drip dispersal w/ treatment septic system requiring an ongoing service contract, maintenance, and annual DEH operating permit.

MONITORING REPORT SHALL BE SIGNED BY LICENSED PROFESSIONAL AND SUBMITTED TO DEH IN ACCORDANCE WITH THE DEH SYSTEM OPERATING PERMIT.

ON-SITE WATER TIGHTNESS TESTING(REQUIRED PRIOR TO TREATMENT UNIT & PUMP TANK USE)

ANNUAL PUMP TANK INSPECTION REQUIRED:

(must be performed by licensed professional or service provider)YEARS 1 - 4: Semi-annually // YEARS 5+ of operation: Annually

AQUAKLEAR TREATMENT UNIT: Installation and routine ongoing maintenance as per manufacturer's instructions.

PUMP TANK to be pumped out when debris may encroach on pump intake.

ONGOING MONTORING & REPORTING REQUIREMENTS:

EROSION CONTROL PLAN - Cannon Property, Uvas Rd., Morgan Hill, CA APN 756-12-031

p. 2 of 2.

2SYSTEM

LAYO

UT

6/11/2018D

rip Dispersal Septic System

w/ Pretreatm

ent (To Serve Proposed 3 BR

House)

Property on Sanborn Rd., Saratoga, CA 95070

APN 517-33-015 (SR

0857040)

Nam

it Gupta &

Shivi Agarwal

3084 Crater Ln., San Jose, CA 95132 Tel. 650-215-0765 Em

ail: namit80@

gmail.com

OWNER/APPLICANT: SR #: PLN FILE #: P. 1 of 1LOCATION: REHS:CONTACT PERSON: CHRIS DAY, R.E.H.S. PHONE: DATE:

HOLE #1 DEPTH: 12" HOLE #2 DEPTH: 12"

START FINISH START FINISH Δ MIN Δ INCH MPI START FINISH START FINISH Δ MIN Δ INCH MPI8:00 8:30 21 1/2 DRY 30 8:01 8:31 21 1/4 DRY 308:30 9:00 21 1/2 DRY 30 8:31 9:01 21 1/4 DRY 309:13 9:23 21 DRY 10 9:14 9:24 21 1/4 25 1/4 10 4 39:23 9:33 22 DRY 10 9:25 9:35 21 1/4 24 7/8 10 3 5/8 39:33 9:43 22 DRY 10 9:35 9:45 21 1/4 24 7/8 10 3 5/8 39:43 9:53 22 DRY 10 9:45 9:55 21 1/4 24 5/8 10 3 3/8 39:53 10:03 22 DRY 10 9:55 10:05 21 1/4 24 5/8 10 3 3/8 3

10:03 10:13 22 DRY 10

0:00 4:15 22 27 4.25 5 0.850:00 4:25 22 27 4.42 5 0.880:00 4:10 22 27 4.17 5 0.83

HOLE #3 DEPTH: 18" HOLE #4 DEPTH: 12"

START FINISH START FINISH Δ MIN Δ INCH MPI START FINISH START FINISH Δ MIN Δ INCH MPI8:04 8:34 21 3/8 DRY 30 8:07 8:37 22 DRY 308:34 9:04 21 1/8 25 1/4 30 4 1/8 7 8:37 9:07 22 DRY 309:04 9:34 21 24 5/8 30 3 5/8 8 9:15 9:25 22 25 13/16 10 3 13/16 39:34 10:04 21 24 3/8 30 3 3/8 9 9:26 9:36 21 1/4 25 7/8 10 4 5/8 2

10:04 10:34 21 24 5/8 30 3 5/8 8 9:36 9:46 21 1/4 25 5/8 10 4 3/8 29:47 9:57 21 1/4 25 5/8 10 4 3/8 29:58 10:08 21 3/8 25 3/4 10 4 3/8 2

HOLE #5 DEPTH: 12" HOLE #6 DEPTH: 18"

START FINISH START FINISH Δ MIN Δ INCH MPI START FINISH START FINISH Δ MIN Δ INCH MPI8:09 8:39 20 1/2 DRY 30 8:11 8:41 20 3/8 25 1/4 30 4 7/8 68:39 9:09 20 1/2 DRY 30 8:41 9:11 20 1/4 24 3/8 30 4 1/8 79:16 9:26 20 1/2 25 7/8 10 5 3/8 2 9:12 9:42 20 1/8 24 1/8 30 4 89:27 9:37 20 1/8 25 3/4 10 5 5/8 2 9:42 10:12 20 1/8 23 7/8 30 3 3/4 89:37 9:47 20 1/8 25 3/4 10 5 5/8 2 10:12 10:42 20 1/8 24 30 3 7/8 89:48 9:58 20 25 5/8 10 5 5/8 29:59 10:09 20 1/8 25 5/8 10 5 1/2 2

HOLE 1 2 3 4 5 6

Stabilized MPI (AVE. of last 3 Readings) R 0.85 3 8 2 2 8Adjusted Stabilized MPI R1 = R x 1.4 1.2 4 11 3 3 11

Average Adjusted Stabilized MPI R2 = (Σ R1)/ # Holes

# Bedrooms 3 FOR OFFICE USE ONLY Tank Size (Gal) Leach Line (ft)

6

County of Santa Clara - Department of Environmental HealthSOIL PERCOLATION TEST RECORDED MEASUREMENTS (Electronic Version by Chris Day, R.E.H.S.)

TIME WATER LEVEL

5/1/2018650-293-1045Darius Haghighi

857040Namit Gupta & Shivi AgarwalSanborn Rd., Saratoga APN 517-33-015

TIME WATER LEVEL

TIME

Stopwatch Readings (started at 10:18)

WATER LEVEL TIME WATER LEVEL

TIME WATER LEVEL TIME WATER LEVEL

1

Soil Analysis Test Data APN 517-33-015 (SR0857040) Test Conducted on 4/25/2018Sanborn Rd., Saratoga, CA By Chris Day, R.E.H.S. Tel. 650-293-1045Owner: Namit Gupta & Shivi Agarwal Witnessed by Darius Haghighi, R.E.H.S.

Soil Profile Test Hole #1 Depth: 5 ft.0 to 24" Sandy Loam Not Restrictive

Roots Coarse & CommonPores Coarse & CommonWeak Subangular StructurreLess Than 15% RockDry Condition of SoilColor BrownNo Mottling

24 to 48" Clay Sand Not RestrictiveRoots NonePores Coarse & CommonWeak Subangular StructurreMore Than 50% RockMoist Condition of SoilColor TanNo Mottling

48 to 60" Fractured Sandstone RESTRICTIVE due to lowLarge Cobbles percentage of soil (sand)Sand

Soil Profile Test Hole #2 Depth: 6 ft.0 to 18" Same Characteristic as Horizon 1 (SP1) Not Restrictive

18 to 36" Same Characteristic as Horizon 2 (SP1) Not Restrictive

36 to 72" Same Characteristic as Horizon 3 (SP1) RESTRICTIVE

3D

ETAIL6/11/2018

Drip D

ispersal Septic System w

/ Pretreatment

(To Serve Proposed 3 BR H

ouse)

Property on Sanborn Rd., Saratoga, CA 95070

APN 517-33-015 (SR

0857040)

Nam

it Gupta &

Shivi Agarwal

3084 Crater Ln., San Jose, CA 95132 Tel. 650-215-0765 Em

ail: namit80@

gmail.com

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Float Valve Assembly: Orenco MF3LLN-57V

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INFILTRATIVE AREA per EMITTER:(NOT TO SCALE)

Emitter spacing

2 ft

Line spacing2 ft

1 sq. ft 1 sq. ft

1 sq. ft 1 sq. ft

4 sq. ft per emitter downslope & laterally.

slope direction

Worksheet 1- Field Flow

450 gallons / day

1.2 gallons / sq.ft. / day

Minimum Dispersal Field Area 375 square ft.

407 square ft.

Flow per zone1 zone(s)

Dispersal area per zone 407 square ft.

2 ft.

2 ft.

204 ft. per zone

102 emitters per zone

30 psi

69.3 ft.

0.53 gph

0.90 gpm

Note: A few States or Counties require additional flow for flushing. Please check your local regulation

Flush velocity calculation below is for PC dripline. Classic dripline requires less flow to flush than PC

Please refer to Geoflow's spreadsheet "Design Flow and Flush Curves" at www.geoflow.com or call 80

If required, choose flush velocity 0.5 ft/sec

How many lines of WASTEFLOW per zone? 4 lines

Fill in the actual length of longest dripline lateral 62 ft.

Flush flow required at the end of each dripline 0.37 gpm

Total Flow required to achieve flushing velocity 1.48 gpm

Total Flow per zone- worst case scenario 2.38 gpm

Select Filters and zone valvesSelect Filter Type BIODISC FILTER

Recommended Filter (item no.) BioDisc Filter-150 1.5in < 30 gpm

Select Zone Valve Type Electric Solenoid -

Recommended Zone Valve (item no.) 0 0-

DosingNumber of doses per day / zone: 9 doses

Timer ON. Pump run time per dose/zone: 55.38 mins:secs

Timer OFF. Pump off time between doses 1:44 hrs:mins

Per Zone - Pump run time per day/zone: 8:20 hrs:mins

All Zones - Number of doses per day / all zones 9 doses / day

Allow time for field to pressurize 0:00:30 hrs:mins:secs

Filter flush timer 0:00:20 hrs:mins:secs

Drain timer 0:05:00 hrs:mins:secs

Field flush timer 0:04:00 hrs:mins:secs

Field flush counter 3 cycles

Time required to complete all functions per day 9:49 hrs:mins

Dose volume per zone 50 gallons per dose

Number of Zones

Total number of emitters per zone

Select Wasteflow dripline (16mm)

Total Quantity of effluent to be disposed per day

Hydraulic loading rate

Choose emitter spacing between WASTEFLOW emitte

Choose line spacing between WASTEFLOW lines

Dose flow per zone

What is the flow rate per emitter in gph?

Pressure at the beginning of the dripfield

Feet of Head at the beginning of the dripfield

Total field

driplineWasteflow PC - 1/2gph

Total linear ft.per zone (minimum required)

Total Dispersal Field Area

Wasteflow Design Spreadsheet V.2014G 6/18/2018

Section 1 - Summary from Worksheet 1Flow required to dose field 0.90 gpm

1.48 gpm

2.38 gpm

Filter BioDisc Filter-150

No. of Zones 1 zones

Zone valve -

Dripline Wasteflow PC - 1/2gph

Dripline longest lateral 62.00 ft.

Section 2 Ft of head Pressure

A. Flush line - Losses through return line

Select Pipe from dropdown menu

Select Flush Line Diameter 1" inch

Length of return line 140 ft.

Equivalent length of fittings 59 ft.

Elevation change. (if downhill enter 0) 7 ft.

Pressure loss in 100 ft of pipe 0.18 ft. 0.08 psi

Total pressure loss from end of dripline to return tank 7.4 ft. 3.19 psi

B. Dripline - Losses through Wasteflow dripline

Length of longest dripline lateral 66 ft.

Minimum dosing pressure required at end of dripline 23.10 ft. 10.00 psi

Loss through dripline during flushing 1.13 ft. 0.49 psiTotal minimum required dripline pressure 24.23 ft. 10.49 psi

A+B. Minimum Pressure required at beginning of dripfield

CALCULATED pressure required at beginning of drip 31.60 ft. 13.68 psi

SPECIFIED pressure at beginning of dripfield (from w 69.3 ft. 30.00 psi

Great! SPECIFIED Pressure is greater than CALCULATED Pressure requirement. Go to next step

C. Drip components - Losses through headworks

Filter 11.6 ft. 5.00 psi

Zone valve pressure loss (not in diagram) - ft. - psi

Flow meter pressure loss (not in diagram) ft. - psi

Other pressure losses 0.30 ft. 0.13 psi

Total loss through drip components 11.85 ft. 5.13 psi

D. Supply line - Minimum Pressure head required to get from pump tank to top of dripfield

Select Pipe from dropdown menu

1" inch

Length of supply line 123 ft.

Equivalent length of fittings 506 ft.

Height from pump to tank outlet 5 ft.

Elevation change. (if downhill enter 0) 2 ft.

0.44 ft. 0.19 psi

Total gain or loss from pump to field 9.8 ft. 4.23 psi

90.9 ft. 39.36 psi

2.4 gpm 39.36 psi

- Field Dose Flow 0.9 gpm

- Filter Flush Flow - gpm - psi

Pump Model Number ZOELLER E4189 Submersible Effluent

Voltz / Hp / phase 230 V / 2 HP / 1 PH

PVC schedule 40

PVC schedule 40

Worksheet - Pump Sizing

Flow required to flush field

Flow required to dose & flush field

Select Supply line diameter

Pressure loss/gain in 100 ft. of pipe

Total dynamic head

Pump capacity * - Field Flush Flow

Geoflow, Inc. Pump Selection Worksheet, V.2003H 6/18/2018

FLOW RATE - From Geoflow Worksheet 2.4 gpm (Includes Dosing & Field Flushing) Note that some lengths and elevations are

PRESSURE - From Worksheet & Calc. Below 90.9 ft exaggerated for conservative calculation.

Note: All PVC is Schedule 40. f = L (Q/K)1.85 (SOURCE: COWA Manual, p. 154)Pump Meeting Flow & Pressure Requirement for Dripfield B will also be sufficient to serve Dripfield A due to calculations for longer pipe run & larger dripfield.

A. Flush Line: Equivalent Length of Fittings - 59 ft 1" Solenoid in Headworks = 0.2 ft 6 x 90o + 2 x 45o (1" PVC) = 6 x 2.7 ft + 2 x 1.3 ft = 19 ft Return line length = 140 ft Check Valve (2) = 16 ft T-Branch Runs (1) = 1 x 6 ft = 6 ft Elevation Change: 7 ft (480 - 473 ft) T-Thru Runs (4) = 4 x 2 ft = 8 ft 1 x 3/4" to 1" pipe expansion = 1 X 10 ft = 10 ft

B. Dripline Length of Longest Lateral (66 ft): 44 ft emitter line + 15 ft blank tubing + 3 ft PVC to supply/return + 4 ft Equiv. Length 90o 3/4" PVC (2).C. Drip Components: BioDisc Filter 0.3 ft (From Geoflow spreadsheet)Equivalent Length Headworks Fittings is 1 ft (Gate Valve) + 8 ft (Check valve) + 6 ft (T-Branch) + 3 ft (90 Elbow) + 0.2 ft (Solenoid) = 18 ft

Headloss due to Equivalent Length of Fittings = 18 ft(2.4 gpm/98.3)1.85 = 18 ft x 0.001 = 0.0 ftD. Supply Line: Length of Supply Line: 123 ft (5 ft in tank, 118 ft across manifold and to bottom of Field B)

Equivalent Length of Fittings: 506 ft (2 x 90o tank/manifold (6 ft) // 2 x T-Branch (manifold, loop) (12ft) // 2"-1" fitting (420 ft)// 1"-3/4" fitting (60ft)// 2" check Lift in Pump Tank: 5 ft // Elevation Change: 2 ft (480 - 478) valve (8 ft)

PUMP SELECTION CALCULATIONS & GEOFLOW WORKSHEET INPUTS:

Zoeller E4189 Submersible Effluent Pump (230 V, 2 HP)These design points (3 gpm @ 91 ft head) are labeled on the pump performance curve (attached) for the selected pump: