HomeMy WebLinkAboutSDP201600041 Action Letter Health Department Approval 2016-07-25 Noe vol
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Page 1 of 3
I Albemarle County Health Department
DEPARTMENT PO BOX 7546
��. Charlottesville,VA 22906 ir OF
Protecting4)
You and Your Environment (4(434)972-4 19 Fax 972-4310 Fax
OSE Construction Permit
July 25, 2016
Farmington Country Club
1625 Country Club Circle
Charlottesville,VA 22901 I l C
RE: 1625 Country Club Circle, Charlottesville VA 22901
Tax Map#: 60E2-1
HDID: 101-16-0313 Reserve: 100%reserve area provided
System Capacity: 150 gallons per day(golf teaching facility)
Dear Farmington Country Club:
This letter and the attached drawings, specifications, and calculations (14 pages)dated July 09,
2016, constitute your permit to install a sewage disposal system on the property referenced above. Your
application for a permit was submitted pursuant to §32.1-163.5 of the Code of Virginia,which requires
the Health Department to accept private soil evaluations and designs from an Onsite Soil Evaluator
(OSE)or a Professional Engineer working in consultation with an OSE for residential development.
VDH is not required to perform a field check to verify the private evaluations of OSEs or PEs and such a
field check may not have been conducted for the issuance of this permit.
The soil absorption area ("site")and sewage system design were certified by Stephen P. Gooch,
Private OSE#1940001284, as substantially complying with the Board of Health's regulations (and local
ordinances if the locality has authorized the local health department to accept private evaluations for
compliance with local ordinances). This permit is issued in reliance upon that certification. VDH hereby
recognizes that the soil and site conditions acknowledged by this permit are suitable for the installation of
an onsite sewage system. The attached plat shows the approved area for the sewage disposal system;
there are additional records on file with the Albemarle County Health Department pertaining to this
permit, including the Site and Soil Evaluation Report. This construction permit is null and void if any
substantial physical change in the soil or site conditions occurs where a sewage disposal system is to be
located.
If modifications or revisions are necessary between now and when you construct your dwelling,
please contact the OSE/PE who performed the evaluation and design on which this permit is based.
Should revisions be necessary during construction,your contractor should consult with the OSE/PE that
submitted the site evaluation or site evaluation and design. The OSE/PE is authorized to make minor
adjustments in the location or design of the system at the time of construction provided adequate
documentation is provided to the Albemarle County Health Department.
The OSE/PE that submitted the certified design for this permit is required to conduct a final
inspection of this sewage system when it is installed and to submit an inspection report and completion
statement. As the owner,you are responsible for giving reasonable notice to the OSE/PE of the need for a
final inspection. If the designer is unable to perform the required inspection,you may provide an
inspection report and
Soto' 'ewe
Tax Map#: 60E2-1 Page 2 of 3
HDID: 101-16-0313
completion statement executed by another OSE/PE. The Albemarle County Health Department is not
required to inspect the installation but may perform an inspection at its sole discretion . No part of this
installation shall be covered until it has been inspected by the OSE/PE as noted herein. The sewage
system may not be placed into operation until you have obtained an Operation Permit from the Albemarle
County Health Department.
This Construction Permit is null and void if conditions are changed from those shown on your
application or if conditions are changed from those shown on the Site and Soil Evaluation Report and the
attached construction drawings, specifications, and calculations. VDH may revoke or modify any permit
if, at a later date, it finds that the site and soil conditions and/or design do not substantially comply with
the Sewage Handling and Disposal Regulations, 12 VAC 5-610-20 et seq., or if the system would
threaten public health or the environment.
This permit approval has been issued in accordance with applicable regulations based on the
information and materials provided at the time of application. There may be other local, state, or federal
laws or regulations that apply to the proposed construction of this onsite sewage system. The owner is
responsible at all times for complying with all applicable local, state, and federal laws and regulations. If
you have any questions, please contact me.
This permit expires: January 24,2018. This permit is not transferable to another owner or location.
Sincerely,
Travis T. Davis
Environmental Health Specialist, Sr.
Albemarle County Health Department
CC: Stephen P. Gooch
Tax Map#: 60E2-1 Page 3 of 3
HDID#: 101-16-0313
WHAT YOU WILL NEED TO GET YOUR
SEPTIC SYSTEM OPERATION PERMIT
• Your system must have a satisfactory inspection at the time of installation. This will be done by either a
representative of the local Health Department, a private OSE, or a PE, depending on the designer of your
permitted system. If your system is designed/inspected by an OSE or PE, they must submit a copy of the
inspection results, complete with an as-built diagram,to the Health Department.
• Please ensure that your contractor turns in a Completion Statement to the local Health Department after
installation.
IF YOUR PERMIT IS FOR BOTH A SEPTIC SYSTEM
AND WELL YOU WILL ALSO NEED
• Your well must have satisfactory inspection results after installation. Please give the Health Department
several days notice to schedule this inspection before your Operation Permit will be requested.
• The Health Depai tnient must receive a copy of your water sample test result being negative/satisfactory
for coliform bacteria. You are responsible for performing this test and ensuring the results are received at
the Health Department
• Please ensure that your Well Driller submits a Uniform Water Well Completion Statement or GW-2 to
the Health Department, including documentation of a proper well abandonment if required by permit
Allow 5 business days after the last piece of documentation is received for the Operation Permit to be
issued.To avoid delays, clearly label each piece of documentation with the property Tax Map/GPIN
number and HDID number shown above and on your construction permit. Please note that due to the
individual circumstances of your permit there may be additional required items not covered by this
checklist.
If you have any questions about any of the items on this list, please do not hesitate to contact the
Albemarle County Health Department at (434)972-6219.
Page 1 of 14
OSE/PE Report for;
Construction Permit Irl Certification Letter Subdivision Approval
Property Location: ^�� �r; ,
�Q � A3;i
911 Address: if U3� v L:
Lot Section Subdivision
GPIN or Tax Map# 60E2-1 Health Dept ID# C
Latitude Longitude
Applicant or Client Mailing Address:
Name: Farmington Country Club
Street: 1625 Country Club Circle
City:Charlottesville State VA Zip Code 22901
Prepared by:
OSE Name Steve Gooch License# 1940001284
Address 703 Oliver Creek Road
City Troy, Virginia 22974 State Virginia Zip Code 22974
PE Name: License#
Address
City State Zip Code
Date of Report 7/9/16 Date of Revision 41
OSE/PE Job# Date of Revision#2
Contents/Index of this report(e.g.,Site Evaluation Summary,Soil Profile Descriptions,Site Sketch,Abbreviated Design,etc.)
OSE Certification Page Construction Drawing
Septic Application Form System Specs
Soil Information Summary Sheets Design Calculations
Soil Profile Sheets Site Plan
Certification Statement
I hereby certify that the evaluations and/or designs contained herein were conducted in accordance with the Sewage Handling and
Disposal Regulations(12 VACS-610),the Private Well Regulations(12 VACS-630)and all other applicable laws,regulations and
policies implemented by the Virginia Department of Health. I further certify that I currently possess any professional license required
by the laws and regulations of the Commonwealth that have been duly issued by the applicable agency charged with licensure to
perform the work contained herein.
The work attached to this cover page has been conducted under an exemption to the practice of engineering.specifically the
exemption in Code of Virginia Section 54.1-402,11
I recommend that a(select one): construction petmitEl certification letter subdivision approval
be(select one)issued denied❑.
OSEPE Signature Date 7/91/6
H U
PCM
Commonwealth of Virginia Health Department ID#se
Only
Application for: Q Sewage System ❑Water Supply Due Date
zOFAK
Owner Farmington Country Club Phone (434)245-7627
Mailing Address 1625 Country Club Circle Phone
Charlottesville,VA 22901 Fax
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Agent C.. frege 1600Irl3Nt Phone 4 4t.2 /c • 7 6Z-2
Mailing Address Yr AMA-FOS- MA- Phon( 7G)94#' IN/'
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Fax� 93Y- - 14g-7
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Site Address a ;i �'" E s
_— Email eiP4rAfijfelotiereGVA•C•On
Directions to Property: From Charlottesville 250 West,right on Farmington Drive,on right immediately after crossing railroad tracks
Subdivision Section Block Lot
Tax Map 60E2-1 Other Property Identification Dimension/Acreage of Property 271 Ac.
Sewage System
Type of Approval: Applicants for new construction are advised to apply for a certification letter to determine if land is
suitable for a sewage system and to apply for a construction permit(valid for 18 months)only when ready to build.
For New Construction: ❑Certification Letter ❑✓ Construction Permit
For Existing Construction: ❑Repair ❑Modification D Expansion 0 Replacement
Proposed Use:
0 Single Family Home(Number of Bedrooms ) ❑Multi-Family Dwelling (Total Number of Bedrooms )
Other(describe) Golf Practice Facility
Will there be a basement: Yes 0 No 0 . If yes,will there be fixtures in Basement?Yes 0 No ❑
Are any conditions proposed on this construction permit? ❑✓ Yes No. If yes,please check or describe all
roposed conditions that apply: Reduced water flow Limited occupancy ❑ Intermittent of seasonal use
Temporary use not to exceed 1 year Other(describe 150 gallons per day
Water Supply
Will the water supply be ❑✓ Public or ❑Private? Is the water supply 0 Existing or El Proposed?
If proposed,is this a replacement well? ❑Yes 0 No. Will the old well be abandoned? ❑Yes ❑No.
Will any buildings within 50' of the proposed well be termite treated? ❑ Yes ❑No.
All Applicants
Is this an AOSE/PE application? ✓❑Yes ❑No If yes,is the AOSE package attached? ❑✓ Yes ❑No.
Note:The well location must comply with§32.1-176.5:2
In order for VDH to process your application you must attach a site sketch and plat of the property. The site sketch should show
your property lines,actual and/or proposed buildings and the desired location of your well and/or sewage system. When the site
evaluation is conducted the property lines,building location and the proposed well and sewage system sites must be clearly marked
and the property sufficiently visible to see the topography,otherwise this application will be denied.
I give permission to the Virginia Department of Health(VDH)to enter onto the property described during normal business hours for
the purpose of processing this application and to perform quality assurance checks of evaluations and designs certified by an
Authorized Onsite 'oil Eva • • (AOSE)or a Professional Engineer(PE)as necessary until the sewage disposal system has been
constructed and . _ e
-4-611714ip 1R/4
Signature o Owner/Agent ' Date
AOSE Form D Revised 7'03'07 Page of
"` Page ') of l L(
Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 4/4/16 Submitted to Albemarle County Health Department
Applicant Farmington Country Club Telephone Number (434)245-7627
Address 1625 Country Club Circle Charlottesville, VA 22901
Owner same Address same
Location Farmington Country Club
Tax Map 60E2-1 Subdivision
Block/Section Lot
SOIL INFORMATION SUMMARY - p orkvk
1. Position in landscape satisfactory? R Yes j` No
Describe shoulder
2. Slope 8 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) (x No I Yes inches
5. Free water present I No f Yes range in inches
6. Soil percolation rate estimated 5Z Yes Texture group I Ii II IV
I- No Estimated rate 60 min/inch
7. Permeability test performed I4 Yes
No
If yes, note type of test performed and attach
Ix Site Approved: Drainfield to be placed at 96" depth at site designated on permit.
r Site Disapproved:
Reasons for rejection:
1. E Position in landscape subject to flooding or periodic saturation.
2. E Insufficient depth of suitable soil over hard rock.
3. f Insufficient depth of suitable soil to seansonal water table.
4. r Rates of absorption too slow.
5. Ir Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. E Proposed system too close to well.
7. I— Other Specify
(attach additional pages if necessary)
12C.t`x `-{
Soil Profile
Primary Drain Field
East Nine Golf Practice Facility
Farmington Country Club
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
F 0-4 A Brown (7.5YR 4/3) clay loam, friable 3
4-13 BE Reddish brown (2.5YR 5/4) clay loam, friable 3
13-54 Bt Red (10R 4/8) silty clay, firm, yellow(10YR 7/8) mottles 4
54-84 Bt2 Red (2.5YR 5/8) silty clay loam, friable w/occasional sub- 3
rounded quartz gravel
84-97 2BC Red(10R 5/8) clay loam, friable, yellowish red (5YR 5/8) 3
sandy loam, common mica flakes
97-120 C Reddish yellow (7.5YR 5/8) sandy loam, friable, common 2
mica flakes
G 0-4 A Brown (7.5YR 4/3) clay loam, friable 3
4-8 BE Reddish brown(2.5YR 5/4) clay loam, friable 3
8-47 Bt Red(10R 4/8) silty clay, firm, yellow(10YR 7/8) mottles, 4
subrounded quartz gravel 40"-48"
47-72 2Bt Red(1 OR 4/8) silty clay loam, firm, common mica flakes 3
72-94 2Bt2 Red (10R 5/8) clay loam, friable, common mica flakes 3
94-120 C Yellowish red (5YR 5/8) sandy loam, friable, common 2
mica flakes
H 0-4 A Brown(7.5YR 4/3) clay loam, friable 3
4-8 BE Reddish brown(2.5YR 5/4) clay loam, friable 3
8-48 Bt Red(10R 4/8) silty clay, firm, yellow(10YR 7/8) mottles, 4
subrounded quartz gravel 42"-48"
48-78 2BC Red(10R 5/8) clay loam, friable, yellowish red (5YR 5/8) 3
sandy loam, common mica flakes
78-120 C Brownish yellow(10YR 6/8) sandy loam, friable, common 2
mica flakes
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System Specifications
Property ID: Farmington-E,Nine Practice Facility
Applicant Information
Name Farmington Country Club Phone (434) 245-7627
Address 1625 Country Club Circle
Charlottesville,VA 22901
Location Information
Tax Map No. 60E2-1 Property address
GPIN No.
Directions From Charlottesville take 250 West,right Subdivision
on Farmington Drive,on right immediately after crossing Section Block
railroad tracks Lot
General Information
System Type septic tank/drain field Number of bedrooms
(e.g. septic tank, drainfield) Daily flow 150 (gpd)
Type of property commerical
(e.g. commercial, residential, etc.)
Conditions
Sewer Line Septic Tank—Inlet/Outlet Structure
Schedule 40 PVC, 4" ✓ or equivalent Capacity: 1000 gallons
(add check or describe equivalent below) 2' septic tank - gallons
Per the 2000 Sewage Handling& Disposal
Regulations, Check which option chosen:
Septic tank with inspection port ✓
Septic tank with effluent filter _
Reduced maintenance septic tank
Conveyance line/force main Information Distribution box Information
Method pump No. of boxes 1
(e.g. gravity, pumping, dosing siphon) No. of outlets 8
If pumping, attach Pump Spec Sheet Surge or splitter box required:
Material Sch 40 PVC or equivalent Yes _ No ✓
Pipe diameter 2"
Slope of pipe - (in inches)
Header line Information Percolation line Information/Absorption
Area
1500 pound crush strength Yes 1 Center to center spacing 9 ft.
Minimum slope is 2"/100 ft. Yes - Required spacing 9 ft.
Installation depth 96 inches
Aggregate depth 13 inches
No. of Laterals 2 Lateral length so ft.
Lateral bottom slope 2-4 inches
Lateral width 36 inches
AOSE Date
AOSE Form J Revised 11/16/06 Page of
Pum ?XPi
Design Calculations
Property ID: Farmington-E. Nine Practice Facility
Flow
Type of use (residential, etc)commerical Show Calculations Here'
No. of bedrooms: Golf practice facility with one bathroom and a lounge.No
No. of employees- kitchen.Owner estimates maximum 25 uses per day. Design
based on 6 gallons per use.
Square Footage of building space:
Daily flow (peak design) in GPD: 150
Treatment
No. of septic tanks:1 Show Calculations Here'
Size of septic tank(s): 1000(min.)
Pretreatment required? _yes ✓ no
If yes, specify type of treatment device:
Absorption area design
Soil Texture Group: lii If pump system, enhanced flow, or LPD show
Reserve area required? ✓ yes_no calculations here or on a separate sheet.
50% ✓ 100%_other (check one) (dosing volume, head, pump design, etc.)
Specify other
Estimated percolation rate - 60 Dosing volume 2 x 80 x.39=62.4 gallons
Trench length -80' Friction Head-12.6 ft.
Width of trench - 3' Static Head-5 ft.
Number of trenches - 2 Total Dynamic Head 18.1 ft.
Center to center spacing - 9' Pump-1/2 HP 6.0"Dia.Goulds or equivalent
Depth of trenches - 96"
Depth to rock - 120"+
Total square footage required -453
Square footage in design - 480
Water Supply
Class of well:Public water Describe (bored, drilled): n/a
Distance between septic tank(s) and
well:n/a
Distance between absorption area and
well: n/a
Information and calculations required for commercial and/or conditional use applications only
AOSE Form I Revised 12/9/05
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Pump Chamber Size in Galionq_Leork Page..,. .,) • ,
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Gallons PerCyOle .6 Z'. .:' .
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DraWcloWn In Inches • .•
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Maximum Purrii) Cycle Time: (Gallons Per Cycle/21 GPM) 2- mins, 6Z, sacs.
Pump Must Provide 21.gpm Olken at System Head .
*The Pump Station Must Be Pro/1ft]with Control for Automatically Starting and Stopping the Pump Doz66
on Water Level
•
*Tha Electrical Motor Control Center and Master Disomect Switch Shall Be Placed In a Secure Location
Above Grade and Remote From the Pump§talion .
Each Motor Control Center Shall Be Provlde4 with a Manual Ovenide Switch. - •,..•
"A High Water Alarm sAlth Remote'Sensing And Electrical Circuitry Wage From The Motor Control Centi
Circultri Shall Be Provided.
*,The Nairn Shall Be Audiovisual And Shall Alarm In An Area Where It May Be Easily Monitored.(Living Are;
1'All Piping Shall Be Of The Pressure Type WU Pressure FItingsite Are Be
, *Do Not Use My Compression Fangs. Use Glue Or Screw Fittings Only. * • _ •
*Use An Open Faced Centrifugal Pump Designed To Pump Sewage.
. * Pump Chamber Must Be Level Arid Watertightr-72r17701-Tentrig '' l • -
*Use M Approved Pump Chamber Only.
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Submersible
Sewage Pump
MODEL Eqj
4-7.'4E-* , , ..--.. . _ i 3887
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APPLICATIONS i Casing:Cast iron flanged Single phase(60 Hz): ■Bearings:Upper and lower
Specifically designed for the efficiency.
type for maximum •A—'/z HP,115 V or 230 V, heavy duty ball bearing
following uses: efficiency.Designed for easy 1750 RPM construction.
•Homes installation on A10-20 slide rail. •Y4—1 HP,230 V,1750 RPM a Power Cable:Severe duty
•Sewage systems a Mechanical Seal:SILICON •1—2 HP,230 V,3500 RPM. rated,oil and water resistant.
•Dewatering CARBIDE VS.SILICON •Built-in overload with Epoxy seal on motor end
CARBIDE sealingfaces for automatic reset.
•Water transfer provides secondary moisture
•Light industrial superior abrasive resistance, •A and'h HP—16/3 SJTO barrier in case of outer jacket
•Commercial applications stainless steel metal parts, with 115 V or230 V three damage and to prevent oil
BUNA N elastomers. prong plug• wicking.20 foot standard with
An/where waste or drainage • 4-2 HP-1413 STO optional lengths avaiiabie.
must be disposed of quickly, a Shaft:Corrosion resistant, with bare leads.
quietly and efficiently. 400 series stainless steel. ■Motor Cover 0-ring:Assures
Threaded design.Locknut on Three phase(60 Hz):
g positive sealing against
three phase models to guard •1—1 HP,200 V or 230 V or contaminant and oil leakage.
SPECIFICATIONS against component damage on 460 V,1750 RPM ■Consult factory for informa-
Pump accidental reverse rotation. • 1 HP,200 V or 230 V or ton on GSA listed models.
r Solids handling capabilities: 460 V,3500 RPM .
2"maximum. MOTORS •1.4—2 HP,200/230 V or
•Capacities:up to 220 GPM. 460 V,3500 RPM. AGENCY LISTINGS •
•Total heads:up to 81 feet TDH. a Fully submerged in high •Overload protection must be SP H e tan Standards Association
•Discharge size:2"NPT grade turbine oil for lubrication provided in starter unit. C
threaded companion flange and efficient heat transfer.All •V2—2 HP—14/4 STO withUL Underwriters Laboratories
as standard,3"option ratings are within the working bare leads.On CSA listed File 1183318
available but must be ordered limits of the motor. models—20 foot length ETL Listed Submersible Pump
separately.(Order no.A1-3) a Class B insulation. 14/4 STW with bare leads. 01088131480/F11e 1123849
•Tempera#11re: CLASS IRGNR1�A O
104°F(40°C)continuous EFL TESTING LASOM IVES MI
140°F(60°C)intermittent. METERS FEET
30" coRTLANO.NEW YORK 1;t�s
100-_ --------�---._._ .._. ..
•Fasteners:300 series stainless SERIES:3887
steel. i i _i .,._-- ._.__�_._. 2'SOLIDS
90---- - RPM
•Capable of running dry without ; i i :175035110
damagetocomponents. 25- 80 ?. } , •--. --0. toGPM ----Jr- _.. .±.___— �.__
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operation,when fully 70 — —
submerged. Isu 20_ , 4(@ i.. L_.__i —•T '
FEATURESsorq,
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a t5- 50 -"gm •
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dynamically balanced with .,.� _� . .. .. . ..
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pump out vanes for mechanical 10- �E, . i ._I_ i
seal protection.Semi-open 30 k J .�i E _k
'h—1 HP,enclosed 1'1-2 HP. ,., 141f*n;•-3.•. a...'_ I_.... . . ,
Optional silicon bronze impeller s.
available. 10 I" • -- .� �
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0- 110 28 40 60 80 100 40---T40 180 180 200 220 240 U.S.GPM
0 10 20 30 40 50 ma/h
FLOW RATE
431997 Goulds Pumps,Water Technologies Group,Seneca Falls,NY 13148 Effective November,1997
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Appendix 2
Soil Summary Report
GENERAL INFORMATION
Date 4/4/16 Submitted to Albemarle County Health Department
Applicant Farmington Country Club Telephone Number (434) 245-7627
Address 1625 Country Club Circle Charlottesville, VA 22901
Owner same Address same
Location Farmington Country Club
Tax Map 60E2-1 Subdivision
Block/Section Lot
SOIL INFORMATION SUMMARY , Ae, .P, _ p0,r,K. Pipe
1. Position in landscape satisfactory? IX Yes (" No
Describe shoulder
2. Slope 8 %
3. Depth to rock or impervious strata: Max. Min. None x
4. Depth to seasonal water table (gray mottling or gray color) Ix No I- Yes inches
5. Free water present R. No 1- Yes range in inches
6. Soil percolation rate estimated IX Yes Texture group I II II IV
1- No Estimated rate 75 min/inch
7. Permeability test performed E Yes
FR No
If yes, note type of test performed and attach
IX Site Approved: Drainfield to be placed at 96" depth at site designated on permit.
I- Site Disapproved:
Reasons for rejection:
1. I- Position in landscape subject to flooding or periodic saturation.
2. E Insufficient depth of suitable soil over hard rock.
3. I- Insufficient depth of suitable soil to seansonal water table.
4. I" Rates of absorption too slow.
5. I- Insufficient area of acceptable soil for required drainfield, and/or Reverse Area.
6. r` Proposed system too close to well.
7. 1- Other Specify
(attach additional pages if necessary)
**ire PC07._ if."1
Soil Profile
Reserve Drain Field
East Nine Golf Practice Facility
Farmington Country Club
Albemarle County
Hole Depth Horizon Material Description Soil Texture
(in.) Group
B 0-3 A Dark gray(10YR 4/1) loam, friable 2
3-12 BE Reddish brown(2.5YR 5/4) clay loam, friable 3
12-48 Bt Red(10R 4/8) silty clay,yellow(10YR 7/8)mottles, firm, 4
subrounded quartz gravel 42"-48"
48-67 2Bt Red (10R 4/8) silty clay loam, firm, common mica flakes 3
67-78 2Bt2 Yellowish red (5YR 5/8) clay loam, friable 3
78-120 2CB Dark yellowish brown(10YR 4/6) schist saprolite, crushes 3
to loam w/red(10R 5/8) clay loam, friable
C 0-4 A Brown(7.5YR 4/3) clay loam, friable 3
4-10 BE Brown(7.5YR 5/4) clay loam, friable 3
10-48 Bt Red(10R 4/8) silty clay, firm, occasional subrounded 4
quartz gravel
48-92 2Bt Red(10R 5/8) silty clay loam, firm, common mica flakes 3
92-120 2BC Yellowish red (5YR 5/8) sandy clay loam, friable, common 2
mica flakes
D 0-4 A Dark gray(10YR 4/1) loam, friable 2
4-8 BE Reddish brown(2.5YR 5/4) clay loam, friable 3
8-54 Bt Red(10R 4/8) silty clay, firm, subrounded quartz gravel 4
42"-54"
54-76 2Bt Red(10R 5/8) silty clay loam, firm, common mica flakes 3
76-108 2BC Red(10R 5/8) silty clay loam, firm w/yellow(10YR 7/8) 3
clay loam, white (10YR 8/1) feldspar
108-120 C Red(2.5YR 5/8) sandy clay loam, friable, common mica 3
flakes
E 0-6 A Dark gray(10YR 4/1) loam, friable 2
6-14 BE Reddish brown (2.5YR 5/4) clay loam, friable 3
14-60 Bt Red(1OR 4/8) silty clay, yellow(10YR 7/8) mottles, firm, 4
subrounded quartz gravel 42"-60"
60-114 2BC Red(10R 4/8) silty clay loam, firm, yellow(10YR 7/8) clay 3
loam, friable, common mica flakes, gray(10YR 5/1) feldspar
(lithochromic)
114-120 C Yellowish red (5YR 5/8) sandy loam, friable, common mica 2
flakes
•
Pam 13oc:rY
Abbreviated Design Form
This form is for use with gravity,pump to gravity,enhanced flow,and low pressure distribution(LPD)sewage system
designs and when applying for a certification letter or subdivision approval.
This abbreviated design covers the 0 primary and reserve area, ❑ only the primary area, Enly the reserve
area(check one)for_Farmington—East Nine Golf Practice Facility
Design Basis
Total length of available area: 50' Total width of available area: 50'
Estimated Perc.Rate: 75 at 96" in.(depth) Number of bedrooms(or GPD): 150 gpd
1 2
Conveyance Method : Pump Distribution method (specify): Pump
3c
Dispersal system basis Table 5.4 LGMI required? No (Yes/No)
Effluent quality required: _Primary (Primary, Secondary, Advanced Secondary)
Square feet per bedroom: 398 Total trench bottom area required: 597
Area Calculations
Number of trenches 4 Length of trenches: _50'
Width of trenches: 3' Center to center spacing: 9'
Reserve required?_This is reserve_ Percent reserve area required: 100
Total width of absorption area required 30' Total trench bottom area provided: 600
The required width is calculated by multiplying the center-to-center spacing by one less than the number
of trenches and adding 1 trench width plus any required reserve area. If the topography is not uniform
across the length of the site the trenches will need to flare apart on one end to maintain contour. When
this occurs it is necessary to use a center-to-center spacing that accounts for the flair or the installer will
not be able to fit the system within the approved area. It is perfectly acceptable to have more area
available,especially up and down the slope,than is required.
Page of
ROSE Form E Revised July 18,2007
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