Exhibit B Project Drawings.pdf
PDF 13 MB Posted
- Solicitation number
- IFB-124285
- Issued by
- Stafford County, Virginia
About this file
This file contains project drawings and engineering specifications for a wastewater treatment system rehabilitation project prepared by a professional engineer licensed in Virginia (License No. 56830) for a property located at 6057 Courthouse Road in Spotsylvania County, Virginia. The project scope involves installation of a residential-level sewage treatment system designed to handle 4,400 gallons per day with a dispersal rate of 75 MPI. The system will route wastewater through a septic/treatment unit to a drip dispersal equalization pump tank, where effluent will be filtered through 115-micron disc filters and dispersed through a drip piping network composed of pressure-compensating drip tubing. The proposed drainfield design includes 10 zones with 4 laterals and 230-foot runs, requiring 9,200 linear feet of drip tubing with an installation depth of 5 inches. The project was dated May 13, 2026 (Job #T6169, GPIN 71-A-4), and includes detailed technical specifications, soil analysis, sanitary survey documentation, and system component details across multiple sheets.
The project specifications establish critical separation and installation requirements that contractors must maintain, including a minimum 10-foot separation between the treatment system, water lines, and buildings; a minimum 50-foot separation between the existing well and treatment system components; and a minimum 5-foot separation from property lines. Installation is required during dry weather conditions, and a pre-construction meeting with the engineer is mandatory at least 72 hours prior to installation unless waived. The contractor must notify the engineer 24 hours before completion of the drainbed base preparation. System use guidelines prohibit introduction of solvents, paints, pharmaceuticals, aggressive cleaning products, garbage disposal waste, fats, oils, and grease, and specify that surface drainage from downspouts, roof drainage, and irrigation systems must be diverted away from the drainfield. The drawings indicate existing infrastructure including septic tanks, Class IIIB wells, and abandoned drainfields that must be properly managed during construction.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| IFB 07292026-1400 Livingston ES Drain Field Rehab.pdf | ||
| IFB 07292026-1400 Addendum 1.pdf | ||
| Exhibit A Project Manual.pdf |
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8331 WEST MAIN ST, MARSHALL, VA 20115
P.844.447.SOIL (7645) F.540.364.2060
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OSE/PE REPORT & APPLICATION SHEET 1
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COUNTY/STATE: SPOTSYLVANIA COUNTY, VA
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PROJECT:6057 COURTHOUSE RD
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GPIN OR TM #: 71-A-4
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DATE:5/13/2026 JOB #T6169
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AutoCAD SHX Text TABLE OF CONTENTS SHEET 1 OSE/PE REPORT & APPLICATION OSE/PE REPORT & APPLICATION SHEET 2 SYSTEM SPECIFICATIONS & INSTALLATION NOTES SYSTEM SPECIFICATIONS & INSTALLATION NOTES SHEET 3 VICINITY MAP & GENERAL NOTES VICINITY MAP & GENERAL NOTES SHEET 4 PROPOSED LAYOUT PROPOSED LAYOUT SHEET 5 DETAILED LAYOUT DETAILED LAYOUT SHEET 6 DRIP DETAIL DRIP DETAIL SHEET 7 DRIP CALCULATIONS DRIP CALCULATIONS SHEET 8 CONTROL PANEL CONTROL PANEL SHEET 9 DRIP SYSTEM DETAILS DRIP SYSTEM DETAILS SHEET 10 TIMER SETTINGS TIMER SETTINGS SHEET 11 TREATMENT SPECIFICATIONS TREATMENT SPECIFICATIONS SHEET 12-13 ADVANTEX DETAILS ADVANTEX DETAILS SHEET 14 PUMP DETAILS PUMP DETAILS SHEET 15-16 TANK DETAILS TANK DETAILS SHEET 17 DRIP NOTES DRIP NOTES SHEET 18-19 SOIL SUMMARY & PROFILES SOIL SUMMARY & PROFILES SHEET 20-22 KSAT CALCULATIONS KSAT CALCULATIONS SHEET 23 WATER MOUNDING CALCULATIONS WATER MOUNDING CALCULATIONS SHEET 24 200' SANITARY SURVEY200' SANITARY SURVEY
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SYSTEM SPECIFICATIONS & INSTALLATION NOTES SHEET 2
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COUNTY/STATE: SPOTSYLVANIA COUNTY, VA
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DATE:5/13/2026 JOB #T6169
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8331 WEST MAIN ST, MARSHALL, VA 20115
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MISS UTILITY
AutoCAD SHX Text BEFORE YOU DIG CALL 811 IN VIRGINIA OR 1-800-552-7001 PROTECT YOURSELF, GIVE THREE WORKING DAYS NOTICE Soils, Inc. makes no representation as to the existence or non-existence of any utilities at the construction site. Shown on these construction drawings are those utilities which have been identified. It is the responsibility of the landowners or operators and contractors to assure themselves that no hazard exists or damage will occur to utilities.
AutoCAD SHX Text INSPECTION: A PRE-CONSTRUCTION MEETING IS REQUIRED PRIOR TO INSTALLATION OF ANY OF THE SEPTIC COMPONENTS, UNLESS WAIVED BY OUR OFFICE. SOILS, INC. SHALL BE NOTIFIED AT LEAST 72-HOURS PRIOR TO THE PLANNED INSTALLATION DATE TO SCHEDULE THE PRE-CONSTRUCTION MEETING. CONTRACTOR TO NOTIFY ENGINEER 24 HOURS AHEAD OF COMPLETION OF DRAINBED BASE PRIOR TO PLACING SAND OR AGGREGATE. SYSTEM USE: KEEP DAILY WASTEWATER FLOW WITHIN DESIGN PARAMETERS. INTRODUCE ONLY NORMAL RESIDENTIAL WASTEWATER INTO THE SYSTEM: SOLVENTS, PAINTS, PHARMACEUTICALS, AGGRESSIVE CLEANING PRODUCTS, AND NON-BIODEGRADABLE ITEMS SHOULD NOT BE INTRODUCED INTO THE SYSTEM SOLIDS, SUCH AS, BUT NOT LIMITED TO, CIGARETTE BUTTS, DIAPERS, FEMININE HYGIENE PRODUCTS, CAT LITTER, AND PAPER TOWELS SHOULD NOT BE INTRODUCED INTO THE SYSTEM MAINTAIN LEAK-FREE DWELLINGHOLD PLUMBING FIXTURES, SUCH AS FAUCETS AND TOILETS DO NOT USE A GARBAGE DISPOSAL. DO NOT PUT FATS, OILS OR GREASE INTO THE SYSTEM FLOOR DRAINS FROM GARAGE AND WORKROOMS SHOULD BE DIVERTED AWAY FROM THE SEPTIC SYSTEM SURFACE DRAINAGE: DIVERT DOWNSPOUTS, ROOF DRAINAGE, DRIVEWAY RUNOFF, AND SUMP PUMP DISCHARGE AWAY FROM THE DRAINFIELD. DO NOT INSTALL IRRIGATION SYSTEMS IN VICINITY OF DRAINFIELD OR TANKS. DO NOT DIG IN THE DRAINFIELD OR BUILD ANYTHING OVER IT. DO NOT DRIVE OVER ANY PORTION OF THE SYSTEM (TANK, PIPING, DRAINFIELD) EXCEPT FOR NORMAL YARD TRAFFIC, I.E., LAWN MOWERS. DO NOT PLANT TREES NEAR ANY PORTION OF YOUR SYSTEM. WATER TREATMENT EQUIPMENT: BACK FLUSH FROM WATER TREATMENT SYSTEMS, HOT TUBS AND SWIMMING POOLS, ETC. SHOULD NOT BE DISCHARGED INTO THE SEWER SYSTEM LEADING TO THE SEPTIC TANK AND DRAINFIELD. THE DRAINFIELD IS NOT SIZED FOR THIS TYPE OF DISCHARGE. SANITARY SURVEY STATEMENT: THERE ARE NO WELLS OR SPRINGS THAT WOULD IMPACT THE LOCATION OF THE PROPOSED DRAINFIELD OR TREATMENT UNITS WITHIN THE DISTANCES REQUIRED BY THE VIRGINIA SEWAGE DISPOSAL & HANDLING REGULATIONS.
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COUNTY/STATE: SPOTSYLVANIA COUNTY, VA
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PROJECT:6057 COURTHOUSE RD
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GPIN OR TM #: 71-A-4
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DATE:5/13/2026 JOB #T6169
AutoCAD SHX Text SCOPE: RESIDENTIAL LEVEL SEWAGE WILL FLOW BY GRAVITY THROUGH A SEPTIC/TREATMENT UNIT, THEN TO A DRIP DISPERSAL EQUALIZATION PUMP TANK. FROM THE DRIP PUMP TANK THE EFFLUENT IS FILTERED THROUGH 115 MICRON DISC FILTERS AND DISPERSED THROUGH A DRIP DISPERSAL PIPING NETWORK. THE NETWORK IS COMPOSED OF PRESSURE COMPENSATING DRIP TUBING LAID ON CONTOUR AND MANAGED BY THE PERC-RITE® PROCESS. PROCESS. SOILS INC. HAS DESIGNED THE DRIP DISPERSAL SYSTEM FOR THE SPECIFIC SITE IN ACCORDANCE WITH FINDINGS RECOMMENDATIONS WITH THE SITE/SOILS EVALUATOR, WHO IS THE CONSULTANT FOR THE OWNER. AMERICAN'S PRE-ENGINEERED SYSTEM HAS BEEN SELECTED FOR THE SITE BY THE OWNERS REPRESENTATIVE. AMERICAN ONLY CERTIFIES THE SYSTEM MECHANICAL APPLICATION FOR THIS SITE AND MAKES NO REPRESENTATION FOR SOIL SUITABILITY OR OTHER SITE ENGINEERING CODE REQUIREMENTS.
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COURTHOUSE RD
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VICINITY MAP AND GENERAL NOTES SHEET 3
LANES CORNER RD
WELL EASEMENT
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INST. #200300002092
2114327.89
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AutoCAD SHX Text 4,400 GPD 75 MPI RATE 5" INSTALL DEPTH 10 ZONES, 4 LATERALS, 230' RUNS 9200 LF REQUIRED: 4400/.24=18333.33/2=9166.67'
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EXISTING CLASS IIIB WELL
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EXISTING SEPTIC AND PUMP TANKS
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APPROXIMATE LOCATION OF EXISTING BUILDING
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APPROXIMATE LOCATION OF EXISTING PARKING AREA
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APPROXIMATE LOCATION OF EXISTING DRAINFIELD (TO BE ABANDONED IN PLACE)
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EXISTING DRAINFIELD (TO BE ABANDONED PLACE)
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EXISTING SEPTIC TANK
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EXISTING SEPTIC TANK
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APPROXIMATE LOCATION EXISTING GRAVITY CONVEYANCE LINE.
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PROPOSED 4" SCH 40 GRAVITY CONVEYANCE LIE TO TIE INTO EXISTING CONVEYANCE LINE
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IRF
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PROPOSED DRAINFIELD
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AutoCAD SHX Text NOTES: 1. MAINTAIN 10' MIN. SEPARATION BETWEEN TREATMENT SYSTEM, WATER LINE AND BUILDINGS. MAINTAIN 10' MIN. SEPARATION BETWEEN TREATMENT SYSTEM, WATER LINE AND BUILDINGS. 2. MAINTAIN MIN 50' SEPARATION BETWEEN WELL AND TREATMENT SYSTEM AND FORCEMAIN. MAINTAIN MIN 50' SEPARATION BETWEEN WELL AND TREATMENT SYSTEM AND FORCEMAIN. 3. MAINTAIN 5' MIN. SEPARATION BETWEEN TREATMENT SYSTEM AND PROPERTY LINES. MAINTAIN 5' MIN. SEPARATION BETWEEN TREATMENT SYSTEM AND PROPERTY LINES. 4. INSTALL DURING DRY WEATHER CONDITIONS. INSTALL DURING DRY WEATHER CONDITIONS. 5. THE LOCATION OF ALL EXISTING UTILITIES MAY OR MAY NOT BE SHOWN; ALL LOCATIONS THE LOCATION OF ALL EXISTING UTILITIES MAY OR MAY NOT BE SHOWN; ALL LOCATIONS ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL EXISTING UTILITIES TO HIS SATISFACTION PRIOR TO EXCAVATION. THE CONTRACTOR SHALL PROVIDE PROPER NOTIFICATION TO "MISS UTILITY" (800-552-7001) PRIOR TO COMMENCEMENT OF CONSTRUCTION.
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COUNTY/STATE: SPOTSYLVANIA COUNTY, VA
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PROJECT:6057 COURTHOUSE RD
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GPIN OR TM #: 71-A-4
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DATE:5/13/2026 JOB #T6169
SHALLOW PLACED (<18") FIELDS ARE TO BE FLAGGED/ROPED OFF PRIOR TO CLEARING/GRADING, ETC. TO PREVENT DISTURBANCE
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10 - 1.5" SCH. 40 PVC SUPPLY LINES OF VARYING LENGTHS (SEE DETAIL)
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COMMON RETURN 445 L.F. 1.5" SCH. 40 PVC
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PROPOSED DRIP DISPERSAL SYSTEM WITH 10 ZONES EACH WITH 4 LATERALS, 230' RUNS
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NOTE: Install tubing on contour at 5" depth. Maintain min. 6" of cover over drip tubing. Install Supply and Return Lines Below frost line. Minimize site activity, NO machinery on site except minimum required to install tubing. SITE PROTECTION IS VERY IMPORTANT!
No activity on the site when wet! The site must be hand cleared. If trees must be removed from site, remove by hand; cut trees flush with ground surface, grind stumps to installation depth, drag trees off site without allowing machinery on the site. Contractor to ensure drainfield site is protected from compaction and damage during stump grinding. Remove ALL vegetation from site and rake all debris from site prior to scarifying site or laying sand. See installation procedure in Notes & Specification package. After construction, secure from erosion and establish an aggressive turf cover. Site protection is critical! No cutting or filling within 20 feet of the area. Consult with Designed Soil Scientist or PE if there is any question during installation.
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ZONE 10 1" SUPPLY (197')
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ZONE 9 1" SUPPLY 179')
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ZONE 8 1" SUPPLY 170')
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ZONE 7 1" SUPPLY (159')
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ZONE 6 1" SUPPLY (149')
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ZONE 1 1" SUPPLY (96')
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ZONE 5 1" SUPPLY (139')
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ZONE 4 1" SUPPLY (128')
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ZONE 2 1" SUPPLY (112')
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COMMON RETURN (263')
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AutoCAD SHX Text NOTES: : 1. INSTALLATION SHALL BE ON CONTOUR TO THE MAXIMUM EXTENT POSSIBLE, BUT SOME INSTANCES, TO KEEP THE DRIP AT THE SAME ELEVATION, WILL INSTALLATION SHALL BE ON CONTOUR TO THE MAXIMUM EXTENT POSSIBLE, BUT SOME INSTANCES, TO KEEP THE DRIP AT THE SAME ELEVATION, WILL REQUIRE UP TO 6” OF SAND. IN NO EVENT SHALL THE INSTALL DEPTH BE GREATER THAN 2” BELOW THE SURFACE. OF SAND. IN NO EVENT SHALL THE INSTALL DEPTH BE GREATER THAN 2” BELOW THE SURFACE. BELOW THE SURFACE. 2. COVER SOIL SHALL BE CLEAN NATURAL SOIL FREE OF ROOTS, STONES, DEBRIS AND FOREIGN MATERIAL PLACED OVER THE DRAINFIELD LOCATION PRIOR COVER SOIL SHALL BE CLEAN NATURAL SOIL FREE OF ROOTS, STONES, DEBRIS AND FOREIGN MATERIAL PLACED OVER THE DRAINFIELD LOCATION PRIOR TO INSTALLATION. 3. TOP 12" OF COVER SOIL SHALL BE 6" IN OF CLEAN SAND AND 6" OF TOPSOIL CONTAINING SUFFICIENT ORGANIC MATERIAL TO SUPPORT GRASS COVER. TOP 12" OF COVER SOIL SHALL BE 6" IN OF CLEAN SAND AND 6" OF TOPSOIL CONTAINING SUFFICIENT ORGANIC MATERIAL TO SUPPORT GRASS COVER. SEED AND MULCH ALL DISTURBED AREAS AND MAINTAIN UNTIL A UNIFORM STABLE STAND OF GRASS IS ESTABLISHED. 4. COVER SOIL SURFACE SHALL BE GRADED TO PROVIDE DRAINAGE FROM THE SURFACE WITHOUT EROSION.COVER SOIL SURFACE SHALL BE GRADED TO PROVIDE DRAINAGE FROM THE SURFACE WITHOUT EROSION.
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COUNTY/STATE: SPOTSYLVANIA COUNTY, VA
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PROJECT:6057 COURTHOUSE RD
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GPIN OR TM #: 71-A-4
DATE:5/13/2026 JOB #T6169
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DRIP CALCULATIONS SHEET 7
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PROJECT:6057 COURTHOUSE RD
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ORENCO CONTROL PANEL PAGE 8
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COUNTY/STATE: SPOTSYLVANIA COUNTY, VA
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PROJECT:6057 COURTHOUSE RD
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GPIN OR TM #: 71-A-4
INSTALLATION DEPTH
FINISHED GRADE
INSTALLATION DEPTH
RESIDENTIAL
1/2" PVC
Install insulation for shallow systems in freezing climates
MAIN SUPPLY PIPE
BELOW FROST LINE
RIGID
Elevate loops run in that zone.
Air Release Valve above highest drip with discernible slope.
Top Feed on sites
1/2" PVC
FLEX
5" Installation
Supply line depth is below frost line
Depth
Cover 6"
Depth
AIR RELEASE
VALVE
PRESSURE
DRIPPER TUBING
Patent No. 5,984,574B
1/2" PVC
RIGID
FLEX
1/2" PVC
COMMON
RETURN PIPE
for shallow systems Install insulation
See diagram above.
in freezing climates
DRIPPER TUBING
PRESSURE
VALVE
CHECK
VALVE
AIR RELEASE
STANDARD RESIDENTIAL DRIP SYSTEM DETAILS
8331 WEST MAIN ST, MARSHALL, VA 20115
P.844.447.SOIL (7645) F.540.364.2060
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PVC TEE
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FLEX PVC LOOP
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TO PREVENT FLOW ALONG
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DRIPPER LINE SECTION DETAIL
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EARTHEN DAM IN TRENCH
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PVC PIPE
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FINISHED GRADE
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TO CONTROL DRAIN DOWN FROM UPPER LATERALS
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USE ON ALL SITES WITH A DISCERNIBLE SLOPE
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SIDE FEED OPTION
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FLAT SITES ONLY.
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NTS
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BURIED DRIP LOOP CONNECTION
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DRIPPER LINE
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(TYP)
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NTS
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TO LOWER LATERALS AFTER PUMP SHUTS OFF.
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(TYP)
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TOP FEED MANIFOLDS
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DRIPPER
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LINE
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PVC FIP
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SEPARATION
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6" MIN
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ADAPTER
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ADAPTER
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RAM INSERT
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1/2" FLEX
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DRIP SYSTEM DETAILS SHEET 9
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PROJECT:6057 COURTHOUSE RD
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TIMER SETTINGS PAGE 10
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ADVANTEX AX100 DETAILS PAGE 12
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TREATMENT AND POLISHING UNIT PAGE 13
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PUMP DETAILS SHEET 14
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DATE:5/13/2026 JOB #T6169
AutoCAD SHX Text x2 FLOW EQ
AutoCAD SHX Text x3 RECIRC 1 x1 DENITE
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PROJECT:6057 COURTHOUSE RD
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GPIN OR TM #: 71-A-4
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COUNTY/STATE: SPOTSYLVANIA COUNTY, VA
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PROJECT:6057 COURTHOUSE RD
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GPIN OR TM #: 71-A-4
General Construction Notes
1. All installation and construction techniques shall conform to state and county codes pertaining to on site sewage systems and the permit for this site.
2. The installation of this system shall be in accordance with specifications and procedures as supplied by the Manufacturer of the equipment.
3. The drip tubing shall be installed using a vibratory plow, trencher, or by hand.
4. For in-ground installations, all tubing to be installed along contour. For above ground installation, tubing to be placed on 6" min of sand. Sand depth will vary to account for contour changes, maintaining a minimum of 6" under the sand.
5. All PVC pipe and fittings shall be PVC SCH 40 Type 1 rated for pressure applications. All glued joints shall be cleaned and primed with purple (dyed) PVC primer prior to being glued.
6. All cutting of PVC pipe, flexible PVC and dripper tubing of size 1 1/2" or smaller shall be accomplished with pipe cutters approved by the Manufacturer of the equipment. No sawing of PVC, flexible PVC or dripper tubing of size 1 1/2" or smaller allowed.
7. All PVC pipe, flexible PVC and dripper tubing in the work area shall have the ends covered with duct tape to prevent construction debris from entering the pipe. Prior to gluing, all joints shall be inspected for and cleared of any construction debris.
8. All automatic valves (zone valves & field flush return valves) shall be installed with isolation valves, bypass valves, and disconnects (i.e. unions, flanges) for manual field operation during field maintenance events. All valves must be provided with at-grade access.
9. Drain field supply and return lines and manifolds to be installed at adequate depth to prevent freezing. Horizontal spacing between the dripper lines and the installation depth to be as specified.
10. No activity on drain field area other than minimum required to install system. Do not park equipment, drive large equipment over or store materials on drain field area.
11. No wet weather installation is permitted.
12. The contractor shall be certified by AQWA to install this type of system and shall hold a pre-construction meeting with the individuals responsible for soil evaluation, permitting and inspections prior to site work beginning to insure protection of the site conditions and to ensure the system is installed according to design.
13. If site conditions are determined to require the installation of the system to deviate from these plans, all work shall stop immediately and the designer shall be notified. Any ongoing work shall be at the sole responsibility of the contractor.
14. All force mains shall be tested for leaks prior to drip tubing installation and prior to system startup. Uncovered force mains shall be visibly inspected for leaks. If a leak is suspected in covered force mains then the force main shall be re-tested at a minimum pressure of at least percent above the design operating pressure, for at least 30 minutes. There shall be no discernible leakage.
15. Hydraulic units to be placed on a bed of gravel for drainage.
16. If standing groundwater is a problem a screened drain to daylight is required.
COLD WEATHER INSTALLATION NOTES
Minimum construction techniques for all drip systems in cold weather climates:
"Top feed" manifolds should be used on all sites with a discernible slope to allow for proper drainage of the manifolds and the 3/4" and 1/2" lateral connectors into the drip tubing.
The main supply and return lines shall be installed below the frost line and shall feed the shallow "top feed" manifolds with a single vertical section of insulated sch 40 PVC pipe. Insulation shall be minimum 1/2" thick foam insulation (or equivalent).
On flat sites where "top feed" manifolds will not drain therefore requiring the use of side feed manifolds, 12" cover is recommended between highest point of 1/2" black flexible PVC pipe (non loop connections) and final grade. On drip tubing installations less than 12" this would require additional cover over the header ditch area to create the 12" separation. Any additional cover is it to be graded and tapered into landscape. Please see note on loop connections below.
Dense vegetation turf cover to be established over supply trench, return trench and tubing prior to 1st exposure to cold weather. If vegetation cannot be established, then trenches and tubing to be covered with a thick layer (minimum 6") of mulch, straw/hay, etc. until such turf cover is established. Cover must be stabilized and maintained until dense vegetative turf is established. Amount of cover may need to be adjusted to account for settling.
All valve boxes that house "remote zone valves" shall be insulated by contractor. Insulation to consist of either blue board, bagged Styrofoam peanuts or equivalent. If fiberglass insulation is used it must be sealed to prevent it from becoming saturated.
The "remote valves" shall be placed on a bed of gravel or screenings (4"-6"). Positive grade away from valve boxes is encouraged to reduce the volume of groundwater that may collect in valve box. Certain sites may require positive drains to daylight.
All loops connecting drip runs with 1/2" flexible PVC shall be slightly elevated (minimum 1"-2") so that they drain into the drip tubing after the pump shuts off. It is contractors responsibility to ensure these loops stay elevated during and after the loops are backfilled.
All main supply and return trenches to be installed below the local frost line. If this is not possible due to site restrictions then adequate soil must be added over the top of the trenches so that the effective depth remains below the frost line after settling occurs. The added soils must be prepared for turf cover and stabilized. If vegetation cannot be established then trenches are to be covered with an additional layer (minimum 6") of mulch, straw/hay, etc. until such turf cover is established.
Sufficient ground cover around the hydraulic unit is required to insulate the unit. All pipes entering and leaving the hydraulic unit shall elbow vertically down 90 degrees to a depth below the frost line prior to extending away from the unit horizontally.
Additional insulation inside the hydraulic unit is encouraged. Insulation to consist of either blue board, bagged Styrofoam peanuts or equivalent. If fiberglass insulation is used it must be sealed to prevent it from becoming saturated.
All conduit entering into the control panel shall be sealed to prevent condensation inside the panel.
Established vegetation height shall be minimum 4"-6" throughout winter months.
Air release valves shall be placed below the ground surface inside a valve box but at an elevation above the highest drip line in that particular zone.
SITE CLEARING GUIDELINES
General guidelines for preparing/clearing a site for installation of a drip system:
GENERAL REQUIREMENTS:
The preservation of the original structure of the soil in the absorption area is essential to maintaining the percolative capacity of the soil. No activity other than the construction of the system is permitted within the absorption area. On sites where a majority of the vegetation needs to be removed, care must be taken to minimize the impact on the soils natural permeability. There shall be no cutting, filling, or storage of material on or within 20' of the adsorption area. Site clearing and preparation shall be performed by the installation contractor for the wastewater dispersal system.
The absorption system is not to be constructed during periods of wet weather when the soil is sufficiently wet at the depth of installation to exceed its plastic limit. The plastic limit is exceeded when the soil can be rolled between the palms of the hands to produce threads 1/8 inch in diameter without breaking and crumbling.
After installation of the dispersal system, or if after clearing installation is not to be performed for 60 days, seed the area liberally with native grasses. The standard Department Of Transportation specification is acceptable consisting of perennial rye and fescue. At all times protect the installation area from erosion. Local codes shall apply for best management practices to control runoff.
SHALLOW INSTALLATIONS (surface to 8"):
Clearing and removal should be by hand with minimal machine assistance and under optimum soil moisture conditions. Track machines are preferred to those with rubber tires and should only be used around edges of installation. Soil moisture conditions need to be confirmed prior to beginning clearing and system installation by the soil scientist of record.
MID RANGE INSTALLATIONS (12" TO 24"):
All trees and brush, as necessary, should be "pulled out" (grubbed out) or cut flush with the ground surface. Stumps may be ground to two inches below the installation depth and the hole backfilled with sandy material to 6" above installation depth and the remainder with natural soil. When the soil is disturbed at the installation depth by pulling a stump, backfill the hole with sandy material to 6" above installation depth and the remainder with natural soil. Digging and pushing over trees may be more detrimental to the soils infiltrative characteristics. Track machines are preferred to those with rubber tires and should only be used during optimal soil moisture conditions. Soil moisture conditions need to be confirmed prior to beginning clearing and system installation by the soil scientist of record.
DEEP INSTALLATIONS ( 30" and deeper):
All trees and brush, as necessary, should be removed. When the soil is disturbed at the installation depth, backfill the hole with sandy material to 6" above installation depth and the remainder with natural soil. Stumps may be ground to two inches below the installation depth and the hole backfilled with sandy material to 6" above installation depth and the remainder with natural soil. Digging and pushing over trees may be more detrimental to the soils infiltrative characteristics than "pulling" and are not recommended. Track machines are preferred to those with rubber tires and should only be used during optimal soil moisture conditions. Soil moisture conditions need to be confirmed prior to beginning clearing and system installation by the soil scientist of record.
LARGE SCALE INSTALLATION TESTING:
Larger systems typically do not have water available for zone installation testing on a timely manner. It is desirable to water test an installed zone while the supply and return manifold header ditches are exposed to better inspect for leaks. In order to facilitate site and equipment protection and erosion control, the installation contractor shall provide sufficient water and the means to deliver and monitor the water to both flush and leak test each zone or subzone prior to backfill. The flushing volume shall be five times the volume of the piping network being flushed. The flushing velocity shall be in excess of 2-1/2 feet per second. The leak testing volume shall be at least 3 times the volume of the pipe. The leak test shall continue until steady state flow is achieved and the flow rate is within 6% of the design flow rate or as approved by the manufacturer or engineer. After successful testing and inspection the supply and return pipe connection points shall be sealed and protected from dirt and debris from entering prior to final connection.
8331 WEST MAIN ST, MARSHALL, VA 20115
P.844.447.SOIL (7645) F.540.364.2060
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DRIP NOTES SHEET 17
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PROJECT:6057 COURTHOUSE RD
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GPIN OR TM #: 71-A-4
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SOIL SUMMARY & PROFILES SHEET 18
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2.5822 CONVERTS TO ~ 5 MPI USING KHAN
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