HomeMy WebLinkAbout09-04 Comments (2)November 19, 2007
Mr. Mike Calderone
323 Nansemond St. SE
Leesburg, VA 20175
RE: Certification of Zoning Compliance
Dear Mr.Calderone:
I have received your application for zoning compliance from the Virginia Motor Vehicle
Dealer Board for Car Authority LLC. This proposed dealership is to be located at 2333
North Frederick Pike. The property located at 2333 North Frederick Pike was rezoned
from RA (Rural Areas) Zoning District to B -2 (Business General) Zoning District
(Rezoning 09 -04), approved by the Frederick County Board of Supervisors on August
12, 2004. Frederick County uses the Standard Industrial Classification Code (SIC) within
the County's commercial zoning district. This property is subject to proffers through the
approved rezoning which limit the uses on the property by SIC. Automotive Dealers are
classified SIC -55 Automotive Dealers and Gasoline Service Stations, and by the
approved proffer, not permitted on this property.
Therefore, I am returning your Motor Vehicle Dealer Board Certification of Zoning
Compliance to you. I have provided a copy of the proffers assigned to this property for
your review.
Sincerely,
Mark R. Cheran
Zoning Administrator
Attachments
MRC/bhd
107 North Kent Street, Suite 202 Winchester, Virginia 22601 -5000
COUNTY of FREDERICK
Department of Planning and Development
540/665 -5651
FAX: 540/665 -6395
Greenway Engineering
OLD MASSEY STORE REZONING
The applicant hereby proffers the following:
January 27, 2004 Old Massey Store Rezoning
Revised July 8, 2004
Tax Parcel 42- ((A)) -81
Gainesboro Magisterial District
Preliminary Matters
Pursuant to Section 15.2 -2296 Et. Seq. of the Code of Virginia, 1950, as amended, and
the provisions of the Frederick County Zoning Ordinance with respect to conditional
zoning, the undersigned applicant hereby proffers that in the event the Board of
Supervisors of Frederick County, Virginia, shall approve Rezoning Application 0 q o'
for the rezoning of 0.85 acres from the RA, Rural Areas District to establish 0.85 acres of
B2, Business General District, development of the subject property shall be done in
conformity with the terms and conditions set forth herein, except to the extent that such
terms and conditions may be subsequently amended or revised by the applicant and such
be approved by the Frederick County Board of Supervisors in accordance with the said
Code and Zoning Ordinance. In the event that such rezoning is not granted, then these
proffers shall be deemed withdrawn and have no effect whatsoever. These proffers shall
be binding upon this applicant and their legal successors, heirs, or assigns.
The subject property, more particularly described as the lands owned by David A. Hicks
and Linda W. Hicks being all of Tax Map Parcel 42- ((A)) -81, and further described by
Deed Instrument 030024908 recorded in the Frederick County Clerk of the Court Office
on October 29, 2003.
A.) Land Use Restrictions
The applicants hereby proffer to limit the land uses for the 0.85 -acre parcel to the
following:
Land Use SIC
General Business Offices
Finance, Insurance Real Estate Offices
Legal Services 81
Engineering, Architectural and Surveying Services 871
Accounting, Auditing and Bookkeeping Services 872
Management and Public Relations Services 874
File #3865/EAW 1
Greenway Engineering
B.) Site Access
January 27, 2004 Old Massey Store Rezoning
Revised July 8, 2004
The applicants hereby proffer to prohibit any connection to North Frederick Pike (Route
522 North) and to limit access on Burnt Church Road (Route 678) to one commercial
entrance.
C.) Structural Development
1. The applicants hereby proffer to limit the development on the 0.85 -acre parcel to
a maximum of 8,000 square feet of structural area.
2. The applicants hereby proffer to limit the structural height to thirty-five (35) feet
from the first floor to the apex of the roof.
3. The applicants hereby proffer to utilize similar construction materials on all
building walls including brick, vinyl or dryvit, and that the roof will be standing
seam metal or dimensional single construction.
4. The applicants hereby proffer to develop the structure in substantial conformance
with the perspective rendering entitled "Hick'''s Construction prepared by Design
Concepts and dated June 1, 2004.
D.) Business Signs
The applicants hereby proffer to limit the number of freestanding business signs to one
sign on the 0.85 -acre parcel. The freestanding business signs is proffered to be of
monument style construction and will not exceed twelve (12) feet in height.
E.) Outdoor Storage
The applicants hereby proffer to prohibit outdoor storage on the 0.85 -acre parcel.
F.) Monetary Contribution for Fire and Rescue Services
The applicants hereby proffer to provide a cash payment of $1,000.00 to mitigate impacts
to Fire and Rescue Services. The applicants will provide the cash payment to Treasurer
of Frederick County, Virginia at the time of building permit issuance for the 0.85 -acre
parcel.
G.) Signatures
The conditions proffered above shall be binding upon the heirs, executors,
administrators, assigns and successors in the interest of the applicant and owner. In the
event the Frederick County Board of Supervisors grants this rezoning and accepts the
conditions, the proffered conditions shall apply to the land rezoned in addition to other
requirements set forth in the Frederick County Code.
File #3865/EAW 2
COMMONWEALTH of VIRQINIIA
Motor Vehicle Dealer Board
CERTIFICATION OF ZONING COMPLIANCE l
Dealership Location: r� �t�� c Date: It 1/51
Town, City or County of
C st A-1 4-Lc �'l LLC
Name of Business
Q33 gkt_ frateykct c c
Street Address City Zip code
Section 46.2 -1510 of the Code of Virginia states in part, "No license shall be
issued to any motor vehicle dealer unless he has an established place of business, owned
or leased by him, where a substantial portion of the sales activity of the business is
routinely conducted and which: (1) Satisfies all local zoning regulations."
The section below is to be completed by the Zoning Administration verifying that
the applicant has complied with all requirements from the Town, City or County in which
the dealership is located.
The above referenced business is properly zoned for the sale and display
of new or used motor vehicles. Applicant has complied with all zoning
requirements and permits.
As the zoning official for the locality in which this business is located, I verify by
my signature below that the above named business is in compliance with the zoning
ordinance of this locality for the use for which the applicant is applying. It is understood
that the Motor Vehicle Dealer Board will license the dealer for business once zoning
verification is received and all Dealer Board requirements are met.
Signature
ZONING OFFICIAL
Date Business Phone Number
2201 West Broad Street o Suite 104 o Richmond, Virginia 23220
Telephone: (804) 367 -1100 Fax Number: (804) 367 -1053
MVDB 19 (06/03/97)
1,404; 5 .tttt
4 1 ALP ,C t
'1'2E7. No 030001912
.±=:\NIRGINIA SAVINGS'
q--DAVID.HICKS
r 1 /let 4 i 1 ALI t t
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October 10, 2008
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FREDERICK' COUNTYLTREAS UR E :41,- 5
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CASH
AMT. OF
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BALANCE
DUE
MONEY
ORDER
ItrtURE HAS A 8 dACKG
DOLLARS.
t.
D BORDER CONTAINS MICROPRIPITING
TO: Finance Department
FROM: Diane Walsh, Secretary I
SUBJECT: Return Of Sign Deposit
DATE: August 30, 2004
The amount of $50.00 was deposited in line item #3- 010 019110 -0008 for the person named
below as a deposit for one sign for a Rezoning #09 -04 for David and Linda Hicks. They have
returned the sign and are therefore entitled to the return of the deposit. You may pay this
through the regular bill cycle.
Please send a check in the amount of $50.00 to:
dlw
FILE COPY
MEMORANDUM
David and Linda Hicks
260 Redland Road
Cross Junction- VA 22625
107 North Kent Street Winchester, Virginia 22601 -5000
COUNTY of FREDERICK
Department of Planning and Development
540/665.5651
FAX: 540 /665 -6395
ACCOUNT
PAYMENT
10Sa150
BALANCE DUE
Receipt Dat O No. 114 5 894‘
RECEIVED FROM rtt (Y1 Onkt-t-L (06 7)8 !1,0:1a,
0 FOR REW7
(Th FOR q'27-AD n■A a )1 ut
50.0D
FROM
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"DOLLARS
rounded in 1959
GREENWAY ENGINEERING
151 Windy Hill Lane
Winchester, Virginia 22602
T R A N S M I T T A L
Project Name: Old Massey Store Rezoning
File No: 3865
Date June 11, 2004
Attn: Chris Mohn
Copied
To: FC Planning
From: Evan Wyatt
GREENWAY ENGINEERING
Phone: 540- 662 -4185
Fax: 540- 722 -9528
IRECE D
JUN 1 1 2004
rRELERICK COUNTY
PLANNING DEVELOPMENT
Urgent n For Your Review n As You Requested n Please Comment
Message:
Hi Chris,
Please find attached the complete rezoning application for the Old Massey Store rezoning as we
discussed. Please review this information and advise me of any questions you have, or if you
desire any additional information and I will forward it to your attention ASAP. As always, thank
you for your assistance with our projects!
Have a good weekend!
Evan
Greenway Engineering
Telephone 540- 662 -4185 FAX 540- 722 -9528
www.greenwayeng.com
00
00
HICKS CONTRACTING 5100
DAVID A. HICKS
LINDA W. HICKS
260 REDLAND RD 540- 662 -7516
CROSS JUNCTION, VA 22625
Attt,�eg Treasurer of 'Frederick County
.ONE THOUSAND NINETY TWO AND 50/100'
Date- 6/7/04
4800
88- 7375/2514
1,092.50
m IU D r r s L'J da m's
P or
00048001 1: 2 5 14 7 3 7 "58,:
REZ #09 -04 David Linda Hicks (PIN: 42 A 81
42 A 73
STROSNIDER
42 A 79
KNUPP
42 A 72
MASSEY
42 A 84
BROWN
42 A 80
KNUPP
42 A 83
LEGEER
42 A 82
DOYLE
co
n
D)
REZ #09 -04 David Linda Hicks (PIN: 42 A 81)
42 A 62
FRUIT HILL ORCHARD, INC
42 A 252
BARNHART
400 0 X 400 800 Feet
ZONING LEGEND
MI B1 (Business, Neighborhood District)
9 B2 (Business, General District)
®33 (Business, Industrial Transition District)
ffl EM (Extractive Manufacturing District)
HE (Higher Education District)
El M1 (Industrial, Light District)
Li M2 (Industrial, General District)
MH1 (Mobile Home Community District)
MS (Medical Support District)
R5 (Res. Recreational Community District)
ORA (Rural Areas District)
RP (Residential Performance District)
David Hicks Rezoning Location Map
Prepared By:
Greenway Engineering
January 2004
DIRECTIONS. RT. 522N TO A LEFT ON RT. 678
PROPERTY IS ON THE RIGHT
SYSTEM TYPE.
PROJECT CLIENT.
GAINESBORO MAGISTERIAL DISTRICT
FREDRICK COUNTY, VIRGINIA
PURAFLO TREATMENT SYSTEM
WITH DISPOSAL TO DRAINFIELD
DAVID HICKS
2333 N FREDRICK PIKE
WINCHESTER, VA 22603
1' 2000'
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DATE: MAY 2004
SCALE: N/A
DESIGNED BY: JMH
JOB NO. 3865
SHEET 1 OF 13
ON -SITE SEWAGE DISPOSAL DESIGN
FOR
OLD MASSEY STORE
TAX MAP •42 -A -81
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vrrnrtr+MN11, LArNLJJLu UK IMFLILU, 15 MAUE. FLUCTUATION IN SEWAGE LOADING AND SOIL UIJrUJAL AKtA MALL BE MINIMIZED DURING CONSTRUCTION. NO LARGE CONSTRUCTION
CHARACTERISTICS CANNOT BE TAKEN INTO ACCOUNT BECAUSE THIS DESIGN IS BASED ON VEHICLES SHALL BE PERMITTED IN THE DISPOSAL AREA. NO MATERIAL STORAGE SHALL BE
CRITERIA FROM THE HEALTH DEPARTMENT. PERMITTED IN THE DISPOSAL AREA.
5. CONTRACTOR IS RESPONSIBLE FOR THE REQUIRED AMOUNT OF IMPORTED FILL (IN
PLACE).
6. CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND MAINTAINING ALL SETBACK DISTANCES
FROM PROPERTY LINES, STRUCTURES OR OTHER FEATURES AS REQUIRED BY STATE AND
LOCAL SEWAGE HANDLING AND DISPOSAL REGULATIONS. REQUESTED VERIFICATION OF
SETBACKS BY THIS FIRM WILL BE INVOICED TO THE CONTRACTOR.
7. SCOPE OF SERVICES FOR THESE ENGINEERING PLANS DO NOT INCLUDE SUBSURFACE
SOIL, ROCK OR UTILITY SURVEYS. IF CONFLICTS WITH THESE OR OTHER FEATURES OCCUR,
CONTACT THE ENGINEER IMMEDIATELY AT (540) 662 -4185.
8. MANUFACTURER CERTIFICATIONS ARE REQUIRED ON ALL COMPONENTS (EITHER AS
SHOWN IN THESE PLANS OR PROVIDED DURING CONSTRUCTION) AND SHALL BE SENT TO
THE ENGINEER FOR REVIEW AND APPROVAL PRIOR TO PLACING ORDERS. FAILURE TO SEND
THIS INFORMATION TO THE ENGINEER FOR APPROVAL SHALL WAIVE THE ENGINEER'S
RESPONSIBILITY FOR THE SYSTEM'S FUNCTION AND DESIGN. INSTALLATION SHALL BE IN
ACCORDANCE WITH SPECIFICATIONS AND PROCEDURES AS SUPPLIED BY THE MANUFACTURER.
9. ELECTRICAL WIRING SHALL BE INSTALLED IN A CONDUIT AND UNDER THE DIRECT
SUPERVISION OF A LICENSED ELECTRICAL CONTRACTOR. ALL ELECTRICAL COMPONENTS
SHALL BE INSTALLED IN COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE AND /OR STATE
AND LOCAL CODES, AS APPLICABLE. HARDWIRE ELECTRICAL CONNECTIONS AT NEMA 4 BOX,
DO NOT USE PIGGY BACK PLUG OR RECEPTACLE PLUG TYPE CONNECTIONS IN PUMP
CHAMBER. ALL ELECTRICAL CONNECTIONS SHALL BE PROTECTED FROM CORROSION WITH
USE OF FILLER PUTTY OR CHALK IN THE EMT OR PVC CONDUIT WHERE WIRES ENTER AND
EXIT BOXES.
10. ALL PVC FITTINGS AND PIPE SHALL BE PRESSURE TYPE AS REQUIRED BY HEALTH
DEPARTMENT REGULATIONS. ALL PIPES AND FITTINGS SHALL BE PRIMED AND GLUED AND
INSTALLED WITH LETTERING FACING UP TO FACILITATE INSPECTIONS.
11. ALL COMPONENTS SHALL BE INSTALLED ON UNIFORM GROUND (EITHER COMPACTED FILL
TO 98% MAXIMUM DENSITY OR UNDISTURBED EARTH). TANKS SHALL BE INSTALLED ON
MINIMUM OF 6 INCHES OF #57 STONE AND ALL PIPING SHALL BE INSTALLED ON MINIMUM
OF 4 INCHES OF x/68 STONE. ALL COMPONENTS SHALL BE PROPERLY BACKFILLED.
12. CONTRACTOR SHALL ENSURE THAT ALL TANKS ARE WATER TIGHT AT JOINTS AND RISER
SEAMS. TANKS SHALL CONFORM TO STATE AND LOCAL HEALTH DEPARTMENT REGULATIONS.
18. FINAL ENGINEER'S INSPECTION, ANY INTERMEDIATE INSPECTIONS, AND CONSTRUCTION
QUESTIONS, IF NEEDED, WILL BE BILLED ON AN HOURLY BASIS TO THE RESPONSIBLE
PARTY (TYPICALLY THE CONTRACTOR). PLEASE CALL THE ENGINEER AT (540) 662 -4185
TO SCHEDULE INSPECTIONS.
19. AN OPERATION AND MAINTENANCE MANUAL SHALL BE PROVIDED BY THE AUTHORIZED
SERVICE PROVIDER OF THE SYSTEM TO THE OWNER AT THE COMPLETION OF THE PROJECT.
20. PURAFLO SYSTEMS SHALL BE INSTALLED BY A CERTIFIED CONTRACTOR APPROVED BY
HALCYON ASSOCIATES, INC., MATHEWS, VA, (804) 725 -9056.
BIOFIBROUS PEAT SPECIFICATIONS
1. PEAT FIBER IS RESIDUE OF ERIOPHORUM (COTTON GRASS) PLANTS, CAREFULLY
EXTRACTED FROM RAISED BOG PEATS (OTHER NATURAL RESIDUES AND PEAT FINES ARE
PRESENT IN SMALL QUANTITIES).
2. MOISTURE CONTENT ON WET BASIS IS 50 -70
3. MINIMUM ORGANIC CONTENT ON ANHYDROUS BASIS IS 95
4. WATER ADSORPTION CAPACITY, 72 HR. TEST, IS 400 -700
5. AVERAGE AIR FILLED POROSITY (AFP) IS 51
SITE RESTORATION
1. MINIMUM COVER OVER STONE IS 6
2. BACKFILL WITH SUITABLE LOOSE MATERIAL (SANDY LOAM TO SANDY CLAY LOAM) FREE
OF LARGE OR DAMAGING OBJECTS. SEED AND STRAW BACKFILLED AREAS (OR SOD WHEN
REQUIRED).
3. PROVIDE EROSION PROTECTION FOR BACKFILL MATERIAL IN ACCORDANCE WITH LOCAL
AND COUNTY STANDARDS AND MAINTAIN UNTIL PERMANENT PROTECTION IS ESTABLISHED.
4. BACKFILL SHOULD BE GRADED TO PREVENT THE INFILTRATION OF SURFACE WATER.
DIVERT STORM WATER RUNOFF AWAY FROM THE SYSTEM.
DATE: MAY 2004
SCALE: N/A
DESIGNED BY: JMH
JOB NO. 3865
SHEET 2 OF 13
2. NO CHANGE IN THE MAKE, MODEL, TYPE OR CONFIGURATION OF COMPONENTS OR WITH 14. PUMPS AND ALARMS SHALL BE
THE DESIGN OF THE SYSTEM SHALL BE MADE WITHOUT THE EXPRESS WRITTEN CONSENT OF SHALL BE INSTALLED ADJACENT TO
THE ENGINEER. CHANGES IN THE DESIGN SHALL BE MADE AT THE EXPENSE OF THE PARTY WILL BE HEARD.
REQUESTING THEM. WORK CONTINUED WITHOUT WRITTEN CONSENT SHALL BE AT THE
RESPONSIBILITY OF THE CONTRACTOR.
3. ALL CONSTRUCTION MATERIALS AND METHODS SHALL CONFORM TO THE LATEST EDITION
OF APPLICABLE STATE AND LOCAL SEWAGE HANDLING AND DISPOSAL REGULATIONS.
4. CONTRACTOR SHALL CONTACT "MISS UTILITY" AND HAVE ALL UTILITIES MARKED IN THE
FIELD PRIOR TO CLEARING AND EXCAVATION. CONTRACTOR SHALL ALSO CONTACT THE
COUNTY HEALTH DEPT. TO CONFIRM THEY ARE CONSTRUCTING TO THE MOST RECENTLY
APPROVED PLANS.
ON SEPARATE CIRCUITS. AN AUDIO /VISUAL PANEL
PUMP TANKS AND INSIDE OF RESIDENCE WHERE ALARM
15. INSTALL SYSTEM AND COMPONENTS WHEN WEATHER CONDITIONS WILL ALLOW FOR FULL
COMPACTION OF SOILS AROUND UNITS.
16. THRUST BLOCKS SHALL BE INCORPORATED ON FORCE MAIN BENDS USING THE
FOLLOWING: 1 BAG OF READY MIX CEMENT MIXED PER SUPPLIER'S SPECIFICATIONS. POUR
OVER BEND TO A DEPTH OF 4 INCHES BY 12 INCHES SQUARE.
17. AFTER INSTALLATION OR IF INSTALLATION IS CEASED FOR LONG PERIODS OF TIME, THE
SITE SHALL BE STABILIZED AND SEEDED AT A RATE OF 25 LBS. OF KENTUCKY 31 FESCUE
PER 5,000 SQ. FT. OF DISTURBED AREA. COVER SEED WITH ONE INCH OF STRAW OR
MULCH TO PREVENT EROSION PRIOR TO GRASS RECLAMATION.
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1. EXISTING HOUSE, BUILDING,
AND SHED TO BE REMOVED.
RESERVE
DRAINFIELD
S 76. E
8 3.31
EX. WELL
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BOUNDARY INFORMATION TAKEN
FROM RECORDED PLAT
NOVEMBER 1, 2003
APPROXIMATE
PRIMA TREATMENT
DRAINFEILD
LOCATION
40 20 0
2. SEE PROPOSED STORE SITE PLANS FOR SCALE: 1" 40'
DETAILS OF' INFRASTRUCTURE IMPROVEMENTS.
40 80
DATE: MAY 2004
SCALE: 1 =4 0
DESIGNED BY: JMH
JOB NO. 3865
39.6/5 7.9 GAL. /MODULE /CYCLE
(5 -15 GAL. /MODULE /CYCLE RECOMMENDED)
39.6/43 GPM 0.92 MIN. /CYCLE
SET PUMP TO RUN FOR 55 SEC. /CYCLE WITH 2
HOURS BETWEEN CYCLES. SETTINGS SHALL BE
VERIFIED IN THE FIELD WITH A DRAW DOWN TEST AND
ADJUSTED AS NECESSARY.
00 10
PROP. BLDG. X
I INSTALL 1-4" ADS PERF. DRAIN LIN€5
35' LONG, 9' CENTERS, 3' WIDE 4 401"
DEEP. TRENCHES SHALL BE
INSTALLED ON CONTOUR. GAP 4
CROWN TO PROVIDE DRAINAGE AWAY
FROM DRAINFIELD.
Y f
60
NV
1
55' -4" SCH 40
GRAVITY LINE
1,
95 1NV
TUF -TITE
SAMPLE
CHAMBER
C(0
(TYP)
75
8 PROP. GRADE
1000 -GAL. TOP
SEAM SEPTIC TANK
4" SCH 40
TO D -BOX
4- PURAFLO MODULES SET ON 6"
1 51 STONE FOR SUPPORT ONLY.
MODULES GRAVITY FEED TO
D -BOX. TOPS SHALL REMAIN
EXPOSED FOR ACCESS.
ELEVATIONS SHOWN ARE APPROXIMATE.
CONTRACTOR SHALL ADJUST ELEVATIONS AS
NEEDED.
I,OOO -GAL. TOP
SEAM PUMP TANK
00 •'1'1 9015PR0P. GRADE`
99 INV 'rb
20 10 0
PROVIDE FILL AROUND MODULES AND TIE TO
EX. GRADE TO PROVIDE POSITIVE DRAINAGE
AWAY FROM MODULES.
\\\N_____ 4l' -2" SCH 40 FORCE MAIN
(3' MIN. COVER)
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SCALE: 1" 20'
40
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DATE: MAY 2004
SCALE' I =20'
DESIGNED BY: JMH
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JOB NO. 3865
6" GRAVEL FOR LEVEL
SUPPORT ONLY
TUF -TITE
SAMPLE CHAMBER
GRAVEL PAD
D -BOX
IIO. OF TRENCHES 71
LENGTH 35'
1 WIDTH 3'
DEPTH 40"
DISTANCE BETWEEN
LIRENCHES_9' O.C.
D -BOX
TUF -TITE
SAMPLE CHAMBER
HEADER LINES TO COLLECT
EFFLUENT FROM MODULES
1= 11= 11 =11 =0=
9' O.C. TYP.
DATE: MAY 2004
SCALE: N/A
DESIGNED BY: JMH
JOB NO. 3865
SHEET 5 OF 13
PURAFLO
UNIT
SAMPLE
CHAMBER
5CN 40 PVC
VERTICAL
BEND AS
NEEDED
NOTES:
CURB
I% SLOPE MAX
I. PER 12 VAC 5 -610 -100, E.I., SOIL ABSORBTION
SYSTEM SHALL BE INSTALLED AT 30" DEPTH TO
TOP OF DRAIN LINE.
4" PERV. DRAIN
LINE
BOTTOM
OF TRENCH
DATE: MAY 2004
SCALE: N/A
DESIGNED BY: JMH
JOB NO. 3865
SHEET 5a OF 13
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RISER
Effluent Filter
1
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TYPICAL SEPTIC TANK DETAIL
(dimensions, construction and installation should
conform to applicable local and state regulations)
Material Specifications
Cues, Lids, Reducers Rigid Vinyl PVC 813i 1
Dlscs High Impact Polystyrene
Rods. Nurs High Density Polyethylene
'Optional" Extension Reducer
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U.S. Patent No. 4,710,295
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MATERIAL
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Call i- 800 -221 -5742 or Fax (502) 267 -8801 for further information.
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DATE: MAY 2004
SCALE: N/A
DESIGNED BY: JMH
JOB NO. 3865
SHEET 6 OF 13
APPLICATIONS:
FLOW RATE;
FILTRATION:
INSTALLATION:
The rdret m be
a Innlled inside du
tank r ImcaiicJ in a Label Container
Assembly outside the tank. Ground
lave! access far servicing is
recommended.
SFRVICEr
P,:e Zabel A 3043 Filter is designed to
bc easily serviced, However the A3C0
:3 naralicd in such a wide variety or
applications, each application will
reeage 3 different Service schedule.
Please check with Zabel for service
speciOcauon details.
Industrial Wastewater Filter
SPECIFICA770NS
The A}00 is used in commercial and industnal, septic and sewer
s yscems where grease. hair, lint and high suspended solids are
present in the wastewater, This includes installations such as
restaurant grease interceptor tanks. dog kennels, laundromata,
winenes, bakeries. poultry rams and anywhere wastewater must
be pretreated before entering a private septic or public sewer
system,
3,000, per filter. You may install two or more (then in a PVC
or concrete manifold to achieve flow of 6,000 gpd or more. Check
with Zabel for details.
The 27 Disc Dams 0 1/32 inch provide 205 lineal feet of filtration.
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HANDLING AND DISPOSAL REGULATIONS.
CONTRACTOR SHALL ENSURE POSITIVE
SURFACE DRAINAGE AWAY FROM PUMP TANK.
TANK SHOWN IS SIMILAR
TO THAT SUPPLIED BY
WINCHESTER BUILDING
SUPPLY COMPANY.
DRAIN TO DAYLIGHT
Dl- purollopumplonk
EX. GRADE
dl- drain( ield -line
EFFLUENT INLET
\7. V AV
nvnvi
MIN. 1/4 DAY STORAGE
ABOVE ALARM
FLOW EQUALIZATION ZONE
MIN. 1/2 OF DESIGN FLOW
QUICK
DISCONNECT
BALL
VALVE
gm! 1111 /NI
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1.
PERFORATED UNDERDRAIN
III 1 I I I
III 1 11 II
1 II I II
GROUT OR SEAL RISER AT
JOINT WITH TANK.
PRESSURE TREATED
WOOD POST OR OTHER
SUPPORT POST
ELECTRICAL CONDUIT
UNDISTURBED SUBGRADE
PROVIDE UNTREATED BUILDING PAPER OR OTHER
APPROVED MATERIAL ON SIDES AND TOP OF TRENCH
DRAINEIELD LINE DETAIL
(NOT TO SCALE)
SET TANK ON MIN. 6"
PAVEMENT (BY OTHERS)
24" TOPSOIL BACKFILL
2" CRUSHED STONE
4" PERFORATED
PIPE
6" CRUSHED STONE
INSIALLED IN THE HOUSE WHERE SOUND WILL BE HEARD.
INSTALL AN ORENCO SYSTEMS SIMPLEX
ALARM AND CONTROL PANEL OUTSIDE AND
ADJACENT TO PUMP TANK (15' MAX.).
RISER HEIGHT VAIRES WITH EACH
TANK, SEE SITE PLAN FOR GRADES.
57 STON
PROVIDE SCREENED
VENT (2" PVC)
DRAIN HOLE
FOR COLD WEATHER
CONDITIONS
2" SCH 40 PVC
FORCE MAIN TO
MODULES
1- 1/4 "X2" EXPANSION ELL
ATTACH ROPE OR CHAIN
TO REMOVE PUMP FOR
MAINTENANCE
CHECK VALVE
1/4" WEEP HOLE
ZOELLER EFFLUENT PUMP
MODEL 137 CAST IRON SERIE
43 GPM AT 18.3' TDH
SET PUMP ON
4" PAD
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DATE: MAY 2004
SCALE: N/A
DESIGNED BY: JMH
JOB NO. 3865
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SHEET 7 OF 13
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JAN. 15, 1998
DWG. BY:
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Scale 1:20
Droning Title:
MODULE GRID DETAIL
JAN. 15, 1998
DWG. BY: GMOD
(1!
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Threaded inserts not used for drainage
(oppsite those in use) should be plugged
v
Sealed module hos no weep -hdes
around the base, all effluent exits the
module through drain -pipe assembly
as shown
Scale 1:20
Plan View
0 0 0
U U 1
Sectional Elevation View
DRAIN PIPE MODULE GRID DETAILS
OLD MASSEY STORE
TM #42 —A -81
GAINESBORO MAGISTERIAL DISTRICT
FREDERICK COUNTY, VIRGINIA
Module drained through 2 openings
(threaded inserts) at the base of the module
into a header /collection line
Drawing Title:
DRAIN PIPE DETAIL
e
End cop
ofter
lost
connection
5e
Founded in 1971
Engineers
Surveyors
Alternative droinoge on
by side module configu
0
Project Reference:
PURAFLO PEAT BIC
(External)
Manifold
Connection
Piece
Connectio1
Sectional End View
Project Reference:
PURAFLO PEAT BIf
GREENWAY ENGIN
151 Windy Hill Lane
Winchester, Virginia 22602
Telephone 540 662 -4185
FAX 540 722 -9528
www.greenwayeng.com
Feature Specificatitmis)
Motor -Start Contactor 120 VAC: 14 FLA, 3/4 hp. 60 he 2.5 million cycles at FLA 110 million at 50% of FLAI.
240 VAC: 14 RA. 2 hp, 60 hr, 2.5 million cycles at FLA 110 million at 50% FLA).
Pump Circuit Breaker 20 amps, OFF/ON switch. Single -pole 120 VAC, double -pole 240 VAC. DIN rail mounting
with thermal magnetic tripping characteristics.
Controls Circuit Breaker 10 amps. OFF /ON switch. Single pole 120 VAC. DIN rag mounting with thermal magnetic
tripping characteristics.
Toggle Switch Single pole -double throw HOA switch rated at 20 amps
Audio Alarm 95 dB at 24', warble -tone sound.
Audio Alarm 120 VAC. automatic reset DIN rail mount '•6
Sdence Relay
Visual Alarm 7/W diameter red ions, 'Push-to-silence." NEMA 4X, 1 watt bulb, 120 VAC.
Optional Features
Feature Specification4s) Product Code Adder
Intrinsically Sale 120 VAC. Listed per UL 911 for Class I Div. 1, IR 1
Control Relays "Groups A, B. C, D hazardous locations. Larger enclosure required.
Programmable Tuner 12o,VAC, Repeat cycle from 005 seconds to 30 hours. Separate variable PT
controls for OFF ON time periods
Redundant Off Relay 120 VAC provides a secondary off. Sounds alarm on low level RO j
condition DIN fail mount
Heater Anti-condensation heater. Self- adjusting: radiates additional_
wattage as temperature drops.
Disconnect Switch Single pole -single throw, 20 amps, motor rated at 1 hp.
Bapsed Time Meter 120 VAC. 7 -digit non- resettable. Limit of 99,999 hours ETM
accurate to 0.01 hours.
Event Counter 120 VAC. 6-digit non- resettable. CT
Pomp Run tight 7/13 green lens. NEMA 4X, 1 watt bulb, 120 VAC. PRL r
ESU-CP -s•1
Rn Zt C VTee
Paw 2 an
t
Specifications
Panel Enclosure:
51 Panel Ratings
S2 Panel Ratings
General
Orenco Simplex Control Panels are
specifically engineered for pressure
sewer (STEP) systems, onsite septic
treatrnent systems, and for pump
control into conventional gravity sys-
tems. Standard features include cir-
cuit breakers. an automatic/manu-
al/off toggle switch automatic motor
control operation, and an audio/visu-
al high water level with auto resat
Other standard features and options
are listed on page 2 Orenco Panels
are designed for use with mechani-
cal and/or mercury float switches.
Listed per UL 5011 a UL- Canada list-
ing is avadel*.
Applications
Orenco Simplex Control Panels are
used to control effluent pumps,
alarms. and other equipment as
specified in pressure sewers and
orrske septic systems.
Standard Models
S1, 32.
Model Code Nomenclature:
S X_ XXXX
Indi selected *peons (see p1).
htdicates vennge.
120 VAC.
2 =210VAC
Measures 113' high x 93' wide x if deep. NEMA 4X rated. Constructed of UV resistant
fiberglass; hinge and latch are stainless staeL
120 VAC, 3r4 hp, 14 amps, single phase, 60 Hz.
240 VAC. 2 hp,14 amps, single phase, 60 HL
Orenee
Incorporated
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DATE: MAY 2004
SCALE: N/A
DESIGNED BY: JMH
JOB NO. 3865
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Drop Box
14.11t'• Carpondak 1125 014 AMA Road, W,aa•da, Math 10 44
Model DB6
Puraflo® trench system sample chamber:
Tuf -Tite Model DB6
with inlet and outlet holes only
Outlet is 2" lower than inlet
RAN Y L. KTPLER v
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DESIGNED BY: JMH
JOB NO. 3865
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commons et time or
publication Consult factory
regarding discrepancies ar
Inconsistencies
COMPARE THESE FEATURES
Castings Medd 137. M cast iron. ASTM cuss 25.250301 tenet
strength. Model 130, all bronze
O€Med, henrelicaly sealed.
Around& reset thermal overload Pmtedion a single phase.
Non -Clogging vortex impala design.
Corrosion resistant poster coated epoxy M1dsh.
Float operated 2 pate mechanical switch. (AUtametc units only)
Durable cast construction. Cast switch rase, mater and pump
hazing, base and trier. No sheet metal parts to min a
=rode.
Stainless steel saws boos. hallo, Quad, and mm all seal
assembly.
al lactated bearing.
UL -Isted 3•wire sesame cad and plug.
10 h, aatjad for aukwlEdit
Va W9. Y0: P.O. BOX IE347 •lads.44 AY 402586347
SRN TO: 3&0 Can Ran Road •Ldlavae, KY 43211 -tMl
1502.1778-2731.1 ROG 1128PU1W FAX 150217744874
Model 8N137
MODELS AVAILABLE
Nonautomatic
)4HP.,1 Ph., 115Y, 200 -20eya 210V
SNP 3 Pt., 208203V, 230V, a 4SIV
SUBMERSIBLE
VA" NPT DISCHARGE
Model 137
15 ft standard for nonautomatic.
Cabal and tannic shaft seal.
Maximum terrpe/alae for (fluent or
dewaedng- 130 54 (ED 140• F. -Sr C.)
BO cydes,1725 RPM.
Passes SS Inch BOWS (sphere),
No screens to clog.
1W NPT Discharge. (1W x 7 PVC adapter lilting included with
BN and BE models.)
On point —t0• OR pint -257.
Nutt The string at eMuaR systems normally requires variable
level Baa1(s) controls all popery sized barns to adtieve
required pin ing cycles.
AVAILABLE SYSTEMS:
SIMPLEX AND DUPLEX SYSTEMS
PACKAGED SYSTEMS
VARIABLE LEVEL CONTROL SYSTEMS
DESIGNED FOR HEAVY DUTY EFFLUENT APPLICAT)OH
MAI.TO: P.O. 90X 16347
LoitS KY 402584347
Sn1P 70:.9049 Ors Am Road
Louts NY 40211.1961
(502) 778 -273/ 1(800) 02944.114
FAX 15021 7743824
Manufacturers of
Q uuirnPh4wr S.nzr 49 99
Ras¢ /brow nhLL aaML
O COpydgM 2000 Zoeller Co. M fights reeerved.
137 Sam -47 te. 139 Sales -51 be,
muinsemm r,
t.n ir 1tQT)i�1�:7,f�FaFT'IT�iTT1i!• 0
.'>t'"F.a '�i3�1♦N71tf*R'4�1�et7
r4 a aaf 71r
lf8 'i7TMIIIIF' =i111:71r7iTSTTBINF T11
�"TT.@af .^.TSinrrT•irmssl
artiarantannini
Saki
Velba
Noma/ ab0 "Sap dented waft S L
RePmmMmwawab *tat aka.
Da S aw& ales tflS aiaionsar WM ny kttorate.
Fahlamdc,m edabml ?tar tack +apr bladesm Reba Vaab crawl Rad
law FlbC7; flat. Meat FILM Lh aslal Mmes, ROW Mau Paaaaa.
MOM and eanaewadellat MU..
Ova 130•F. (54 sped Potedon mg
Refer to FM0806 for 200• F. Wpacroon5
SELECTION CUIDE
1. Inlepia aRaWsled 2 n xterad mesa, en maul mrad m4&ui
2. Sipb ;toted nab bvMWaft or &ode pirated vrbblebed
tatrabd. RderbFl an.
1 Mfdwetal anar IPS 100072 or 100075. Pat 340495
4. Ste rend! RarbFL1127d
S Sew FW712 brcared maid EbaiaM,rss.
0 Val/bias wetla.Mh leonsundaaoonnoirevaa.eadyorba
(3) a(4) Aoaran
CAUTION
AI nhsibdona controls. protection dads and Wing mould bedew by
a qualified axed abdddan. N *laical are salty codas thwub Co
Moat bctuding the mar acFd IMon.I Boca Cod (NEC) and dw
ocavpbnd Sally wd lath Ad (OSHA/
RESERVE POWERED DESIGN
Fa wMsua wndlbons a reserve safety facbr is engineered into the design of every 2oeler pump.
Mt P.paN 16/47 7
WPM La,ffi aaC MwradEetd..
l� a raWawxratrLgH
PUMP !O. .Ipa Zn• .Gaan'Prarm
FAXON) marl
O CoOyrioid 2000 2egat Co. Al dacha learn ad.
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DATE: MAY 2004
SCALE: N/A
DESIGNED BY JMH
J08 NO. 3865
SHEET 14 OF 1.3
137 Cast Iron Series
139 Bronze Series
(For Pump Prefix Identification see News Views 0052)
visit our web site:
http:!/www. zoelfer.com
FOR SEPTIC TANK LOW PRESSURE PIPE (LPP)
AND ENHANCED FLOW STEP SYSTEMS
EFFLUENT qq
OR DEWATERING PUMPS ti,FUeta 7
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MRS
CSI
3413 I
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40 30
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m .m 24.1
rraw PER WNnt
There prase pumps as EM MA in 2011120K 230! or 46V.
Eled ice! atematan, far dipex Mtn. ere avaleble and suppled MN
an ann.
Mxhaloa !lanes!, fa dupes system, we mailable wit availed
alarm switches.
Simplex Paws are salable tt 3 phase Faroe
CeneN stem systems are ardabbbr 1 phase pops
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CONSULT FACTORY FOR SPECIAL APPLICATIONS
Vedahk level control switches are evchatlefamluaRg ails* end tsew
phase warns.
Dabs piggybadl nubble level Ma switches are avalable for ratable
level big cycle sitar
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Design Flow
Determined from site specific information
1796 I d
475 gal d
Treatment System Design
Surface Load Design Maximum
Max. Allowable Organic Loading
Domestic Effluent BOD Design Maximum
200.00 I m d
50.00 9 m-2 d
250.00 mg I -1
4.90 gal fr d'
0.0102 Ibs ft-2. d
0.0021 Ibs gal
Treatment surface area required
Organic loading area required
8.99 m
8.99 m
96.7710 fr
96.7710 fr
No. of modules at 2.50m per module
No. Modules Required
Percolation Area Design
Design Percolation Rate
Design Infiltration Rate (LTAR)=
65 min. per inch
20.86 I m d -1
Texture Group 11
0.5120 gal fr d'
Percolation Area Required by Puraflo" (At')
Percolation Pad Dimension 1
Percolation Pad Dimension 2
Percolation Pad Depth
Percolation Pad Area Provided
Trench Depth
Trench Width
Effective Trench Width
Trench Length Required (Over Dgn.)
Trench Length Provided
Bulk Material Estimate
Total Tonnage (based on 1 CY =1.5 ton)
Cates. Based in SI Units
3.60 modules
86.19 m
0.00 m
o.ob m
0.00 m
0.00 m
1.02 m
0.91 m
1.22 m
70.70 m
Equivalent Imperial Units
3.60 modules
4 modules
927.79 ft
0.00 ft
'0.00 ft
0.00 inches
0.00 ft
40.00 inches
3.00 ft
4.00 ft
231.95 ft
245 ft
Stone (in place) Required
Module Support Pad (where applic.)
Percolation Pad
Additional Drains
Approx. 20 cu. ft. per Module
80.00 ft
0.00 ft
2450.00 ft
140.56 ton
GATE: MAY 2004
SCALE: N/A
DESIGNED BY: JMH
J08 NO. 3865
D.
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Gate Valve
Plug Value (99% open)
Bitterly Valve
Swig Check Valve
90° Bend
45' Bend
22.5 Bend
11.25• Bend
Tee (though)
Tee (side out)
Cross (though)
Cross (side cut)
Rer)tcer /FCfeaser
Discargeto
Pipe 1 Pipe 2 Pipe 3 Pipe Pipe 5 Pipe 6
2
Pipe2
2 PVC
force main
Pipe 3
R6
LEES
Pipe 4
Pipe 5
0 0
Pipe 6
Pipe 1 Pipe 2 Pi,e 3 Pipe 4 Pipe 5 Pipe 6
Pipe length (feet)
4 64
Pipe diameter (inches)
1.50
Pipe C-factor
120 120
Portion of Flow
1.00 1.00
Cross sectional area (feet)
_.0.012
0.022
0
912
1)
Hydraulic radius
0.031
0.042
0
0
0
953
15
OE6 067
0
0
0
0
;1019
t
1'
Z
152 t6
0
0
0
0
3)
217 243
0
0
'.0
.0
Sun of losses F fittings
Othermicellareouslosses
-'3.73
29i 333
0
Sum of minor losses (K)
;3.73
.5.00
4)
Pipe.1
1.5 PVC
suction lift pipe
Pipe2
2 PVC
force main
Pipe 3
R6
LEES
Pipe 4
Pipe 5
0 0
Pipe 6
0
0
Pipe 1 Pipe 2 Pi,e 3 Pipe 4 Pipe 5 Pipe 6
Pipe length (feet)
4 64
Pipe diameter (inches)
1.50
Pipe C-factor
120 120
Portion of Flow
1.00 1.00
Cross sectional area (feet)
_.0.012
0.022
0
912
1)
Hydraulic radius
0.031
0.042
0
0
Rom
RiB1 f
La I E6
R3
LOZE
Rp34
Loy
R5
Las
R6
LEES
Th
GEO
0
0 0
0
0
0
0
897
5
"003. 003
.0
0
0
912
1)
03 :131
0
0
0
0
953
15
OE6 067
0
0
0
0
;1019
3)
093 115
Z
152 t6
0
0
0
0
3)
217 243
0
0
'.0
.0
T
29i 333
0
0
0
0
4)
383 429
0
0
0
0
17.03
45
483 533
0
0
0
0
1916
5)
655
0
0
0
0
2t47
Suction water surface elevation
Discharge water surface elevation
Pressure at discharge
Static head
Pipe Information Size
Number of fillings for each pi
ftathisCk QY6t7s
m mg al. wain WO.MPW
892.53
901.50
0.00
9.0
eet
eet
eel
40.00
TDH
(feet)
Velocity
40
45
Station Head Curve —0— Pump 1: Zoeller 137 —9— Pump 2: Zoeller 140 0 Pump 3: Zoeller 161
10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85
Flow (gpm)
Flow
(gpm)
0
5
10
15
20
25
30
35
Pipe 1
Velocity
(fps)
Rpe2
Velocity
(fps)
Rpe3 Rpe4 Pipe5 Pipe6
Velocity Velocity Velocity Velocity
(fps) (fps) (fps) (fps)
3.63
4.54 X 2.55
5.45 -:3.06
6.35 3.57
7.26
4. 08
DATE: MAY 2004
SCALE: N/A
DESIGNED BY: JMH
JOB NO. 3865
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SHEET 13 OF 13
PUMP CALCULATIONS