WQ0040707_Engineering Plans_20190313

SURVEY BY:
GUISEWHITE PROFESSIONAL
LAND SURVEYING, PC.
P.O. BOX 680388
GP LS CHARLOTTE, NC. 28216
[phone] NC.nRM #4411
Survey Notes:
1. UNION COUNTY; TAX PARCEL #08-312-003-E
2. THIS SURVEY WAS CONDUCTED WITHOUT THE BENEFIT OF A TITLE REPORT.
3. DEED REF.#7115/449;
4. ALL DISTANCES ARE HORIZONTAL DISTANCES UNLESS OTHERWISE NOTED.
5. AREA BY THE COORDINATE METHOD.
6. PROPERTY SUBJECT TO ANY VALID & ENFORCEABLE EASEMENTS, RESTRICTIONS &
RIGHTS OF WAY OF RECORD. THIS PROPERTY CONTAINS PHYSICAL FEATURES THAT
SUGGEST ADDITIONAL EASEMENTS OR RIGHTS -OF -WAY EXIST WITHIN THE BOUNDARIES
SHOWN HERIN. THE UNDERSIGNED IS HEREBY DISCLOSING THAT HAVING PERFORMED THIS
SURVEY WITHOUT A THOROUGH TOTLE REPORT THAT THESE ITEMS ARE UNABLE TO BE
VERIFIED.
7. SUBJECT PROPERTY -IS NOT - LOCATED IN A SPECIAL FLOOD HAZARD ZONE AS
DETERMINED BY FLOOD INSURANCE RATE MAP NO. 3710551100L
8. THERE ARE NO ENCROACHMENTS OR PROJECTIONS EXCEPT AS SHOWN.
9. WATERSHED TOPO ACQUIRED FROM USGS, NC.DOT. & GIS DATA AND TRANSFERRED
TO PLANS.
10. POTABLE WATER IS SUPPLIED BY A PUBLIC WATER MAIN IN UNION ROAD.
11. N/F NIKOLAY BOIKOVA & NATALYA BOIKOVA.
12. TOTAL SURVEYED AREA: 4.621 ac.
13. AREA IN UNION ROAD R/W: 0.566 ac.
14. NET AREA: 4.055 ac.
SYMBOL LEGEND
OO REBAR FOUND (RBF)
0 REBAR SET(RBS)
O IRON PIPE FOUND (IPF)
0 MONUMENT FOUND (MF)
CALCULATED POINT (CP)
UTILITY POLE
y GUY WIRE
11I,1MIX0011I,1.11
--- - --VA- - - - -
PROPERTY BOUNDARY
ADJACENT BOUNDARY (NOT SURVEYED)
PROPERTY BOUNDARY TIE LINE ONLY
RIGHT OF WAY LINE
OVERHEAD UTILITY LINES
AREA SOILS LEGEND
TaB (SITE) TATUM GRAVELLY SILT LOAM 2% TO 8% SLOPES
CmB CHANNERY SILT LOAM 1% TO 5% SLOPES
TuB TATUM URBAN COMPILES 2% TO 8% SLOPES
CONTRACTOR TO FIELD VERIFY ALL EXISTING
UTILITIES, LOCATIONS AND ELEVATIONS
BEFORE BEGINNING CONSTRUCTION. ANY
DISCREPANCIES FOUND SHALL BE REPORTED
(3) DAYS BEFORE DIGGING IN
NORTH CAROLINA CALL:
1.800.632.4949
NORTH CAROLINA 1 CALL CENTER
LEGEND OF SHEETS
1. OVERALL SITE PLAN
2. SITE PLAN WITH SOILS
3. TREATMENT PLAN WITH CALCULATIONS
4. SURFACE DRIP DISPOSAL PLAN
5. DETAIL SHEET
SYSTEM NOTES:
1. NORWECO TREATMENT SYSTEM HAS A CONTROLLED DEMONSTRATION WASTEWATER
SYSTEM APPROVAL FOR THIS UNIT. CDWS-2007-01-R1. A COPY IS INCLUDED
IN THE SUBMITTAL PACKAGE.
2. AN ELECTRICAL LINE (115v Single Phase) NEEDS TO BE PROVIDED
FROM THE HOUSE BREAKER THAT COMES OFF A DEDICATED 20 amp
CIRCUIT. THIS LINE NEEDS TO BE EXTENDED TO THE LOCATION OF THE
CONTROL PANEL.THE OWNER IS RESPONSIBLE FOR THIS ELECTRICAL
EXTENSION.THE WASTEWATER CONTRACTOR WILL BE RESPONSIBLE FOR
RUNNING THE ELECTRICAL SYSTEMS THROUGH THE CONTROL PANELS
AND THE WASTEWATER IMPROVEMENTS.
3. PROPERTY LAYOUT WAS PROVIDED BY OWNER/OWNER'S
REPRESENTATIVE.
4. THIS PLAN IS TO SHOW THE LOCATION AND DESIGN OF THE
WASTEWATER SYSTEM AND DRIP FIELD ONLY. FOR ALL OTHER
IMPROVEMENTS, CONSULT THE ARCHITECT OR OWNER.
5. PROPOSED SYSTEM: PRETREAT AND DRIP TUBING WITH TS-II
PRETREATMENT.
6. ALL ELECTRICAL SYSTEMS NEED TO BE 115v/230v SINGLE PHASE.
CONSTRUCTION NOTES:
1. THE SITE IS EASILY ACCESSIBLE FOR UNLOADING & EXCAVATING EQUIPMENT. THE
PROPOSED CONTOURS HAVE BEEN DESIGNED TO SHED WATER OFF & AWAY FROM UNITS.
THE TANKS CAN BE INSTALLED USING AN EXCAVATOR. THE TUBING CAN BE INSTALLED
BY HAND OR BY TRENCHER.
2. ALL NORWECO SYSTEMS SHALL BE INSTALLED ACCORDING TO DIRECTIONS PROVIDED
IN THE "INSTALLATION MANUAL" AND INSTRUCTIONS FOUND ON THESE PLANS. ALL
SYSTEMS AND COMPONENTS NOT OF AMERICAN ONSITE SHALL BE INSTALLED IN
ACCORDANCE WITH ALL APPLICABLE REGULATIONS AND MANUFACTURERS INSTRUCTIONS.
3. ALL COMPANIES INSTALLING NORWECO SYSTEMS SHALL BE IN POSSESSION OF ALL
NECESSARY PERMITS AND LICENSES BEFORE ATTEMPTING ANY PORTION OF THE
INSTALLATION.
4. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH MANUFACTURERS
RECOMMENDATIONS, BY MANUFACTURERS REPRESENTATIVE, OR THEIR APPROVED
REPRESENTATIVE.
5. SITE IS TO BE CLEARED ACCORDING TO CLEARING NOTE ON SHEET 3 (SHALLOW
INSTALLATION). DISPOSAL CONTRACTOR IS NOT TO DESTABILIZE EXISTING SLOPE.
6. THERE ARE NO WELLS TO BE ABANDONED. THE EXISTING WELL, AS SHOWN ON
PLAN, IS TO REMAIN.
Note:
1. Contractor to install Drip Lines on Contour which may vary from that shown on plan.
2. Conveyance lines (Supply lines / Return line) to be installed below frost depth. All
portions of conveyance lines below frost to be below the elevation of all top feed
tubing manifolds such that the conveyance lines remain full at pump shut off. Deeper
installation of conveyance lines may be necessary or remote zone valves may be
required.
II
IIY
J
SITE
QS 71
o =
VICINITY MAP - nts

NOTE:
1. ALL PIPE TO BE SCH.40 PVC. (GLUED JOINTS)
2. ALL PIPE TO HAVE WATERTIGHT CONNECTIONS.
3. SECTION OF PIPE FROM CREEK TO ULTRA —VIOLET LIGHT MUST BE
CAPABLE OF WITHSTANDING 80 PSI PRESSURE.
4. OUTFALL LOCATION IS TO BE FIELD LOCATED TO AVOID ROCK,
TREES, ETC. CHOOSE LOCATION FOR EASY INSTALLATION,
MAINTENANCE AND ACCESS.
5. INSTALL TANKS WITH A 4' CLEAR SPACE BETWEEN TANKS AND
15' HOUSE FOUNDATION.
6. TRY TO AVOID PLANTING TREES WITHIN 30' OF TANKS OR PIPING
OF WASTEWATER SYSTEM.
7. GRADES AROUND UNITS SHOULD DRAIN STORMWATER AWAY FROM
THE TANKS.
15A NCAC 02T .0506 SETBACKS
(a) The setbacks for TS II irrigation sites shall be as follows: \ ., \ \ \ N/F
Drip � � � \ � � � \\ \ \ PATRICK & LIS.A/OBRIEN
Any habitable residence or place of public assembly under separate ownership \ PIN #-0� 312-012—A
or not to be maintained as art of the project site (100, \ \\ `` ,� \ �` \ '�'9 \\ \ \ _ DB 6074 PG 062
* An habitable residence or lace of public assembly owned b the ermittee F TRACT 1 PB G PG 68 /
Y P P Y Y P �\ \\ \ \\ \ �/� \� �l \
to be maintained as part of the project site 5 \ \ ( JJ \
Any private or public water supply source 100 \ \ \ F/ ■ \ R W / I N/F
Surface waters (streams — intermittent and perennial (WS-1), perennial \ \ \ \ \\ / / 1 /\
waterbodies and wetlands) 100 \ \ \ \ \ \ \ \ \ / PATRIC & LI— OBRIEN I
Groundwater loweringditches where the bottom of the ditch intersects the SHWT 100 \ \ \ \ \ PIN # 0 3120�2 B
Surface water diversions (ephemeral streams, waterways, ditches) 25 \ \ \ 1 \ / /0 4
* Any well with exception of monitoring wells 100 \ \ \ 1 TRACT,,, PB G PG 68
* Any property line 50 \ \ \ I \ \\ \ \ �% \ / i 1 \ / �v)
Top of slope of embankments or cuts of two feet or more in vertical height 15
Any water line from a disposal system 10 � 1 I I \ \ I _
Subsurface groundwater lowering drainage systems 15 1 \ I 1 1 \ v I \ \ /
Any swimming pool 15 ' 1 I I \ 1 I i — C I \ N/F \ /
*Public right of way 50 WI&S PROPERTIE \
Nitrification field 10 I I I I 1 \\ I I /� / \ /
* Any building foundation or basement 5 I I i I \\ \ I / ; / �5,•� \/ \ PIN # 08— 012\ \
DB 61 Z PG 322
*Setbacks for this site and are shown. I TRAC PB G PG 68
I I \ I I .
SETBACK REQUIREMENTS:
DESCRIPTION REQUIRED PROVIDED
1. New Water Well: 100 ft. 100 ft.+
2. Foundation: 15 ft. 15 ft.+
A. There are no stormwater ditches within 50'
of Wastewater system. House and system are
located on a ridge so that drainage naturally
is shed away from wastewater system and
\ house. pQ 5\ti' �0Gti 'P \\Q
l000l
SOILS INFORMATION:
DESCRIPTION
SfB — Sedgefield Sandy Loam
VaD — Vance Sandy Loam
Classifications are provided from Soils by US
Dept.of Agriculture.
Soil Pits & Boring information provided by.
Thompson Environmental Consulting
Geometric Mean Calculations:
Area
#1
Ksat#
KSAT(in./hr)
K1
0.014
K2
0.015
K 3
0.017
K 4
0.013
K5
0.026
K6
0.078
Geometric
Mean=0.015
4"x4" Precut
ringers
—Post
Guard
�-1"x4" Post \-YxY Galvanized
Posts Buried Guard (Over Hog —wire
18" Minimum Hog —wire) Fastened On 4'
NOTES:
Front View centers. Side View
1. Comer Posts & Gate Posts
set 24" Deep
2. All Material To Be White Vinyl Posts.
I All Piping to be inside fence (Protected Area).
Disposal Field Restricted Access Fence
Other Fence Types can be considered.
Submit Fence Cut —Sheets for Approval
by Engineer and Owner.
5
\\ \ \ \\ \� /, /� /ham• \\ 0e8�O
\ F \ / iC
\ 1i00VER/DO �
ON ��;' / \/ 1 1 \ �i �
N'Qp �\ \
\1 PN # 08-312-0U F �� , , \�\ d 1 I / \ /
I `DB 1011 PG 653 oafl
;-7
1 I
CONIROL P ELS 4xa' Post 1 \ \
NI7R ROUSE
�cb
I \ , PANas , 1
1 \ /
PROPOSED FAalm11 I g N I
I o PROPos®iousE
a —PROPOSEI� DISPOSAL
J-
\ � I M PRE `1312 0�1
�62 \ \ PW # p8 pG 8g6
Vol 56 p F
_4 SETBACK OFF HOUSE
\GATE
990'
890' S A� p�OMTY
PROPOSED FENCE I I / S 8112' 03" ti I rn
(See Detail —This I / o
/ Sheet)
,\
/— rn
96.
N/F / \ \ \ \ \ � to HDND A
\ \ Li/ / N A VA I N C
/ I / / / / PIN # 08-312-003fC _
/ N/F \ LLI / DB 7111 PG 14'7 / \\ \ \ p1N # p8�31G2 2
/ SARAH MEADOWS \ I / / / PB E PG 71'7 / \\ \ \ 55p151
P
9 p
/ PIN # 08-312-003—I \ — I / / / 1 10p54,
pB P pG
DB 503 PG 783 L I Q /, / / / 1 1 \ — _ —
I
40 0 40 80 120
Scale 1" = 40'
�o
SITEn,t/
�9 ;o
'Po =
0
VICINITY MAP — nts

HOUSE GROUND FLOOR
ELEV.=627.50
-y Gravity I
Min. 1% Slope
PreTreatment
NORWECO CONTROL PANEL
120 VOLT - 10 - 60 Hz - 20AMP SERVICE
LIDS TO BE 3" to 6" ABOVE
GRADE. GRADE GROUND TO
SLOPE AWAY FROM UNITS.
00
(O-r
oc�s�a
619.10 !r
Contractor to install
compacted material under
Extended Airation Chamber Final Clarification Clarifier prior to install fill
Chamber around remainder of unit.
Singular Green Bio-Kinetic BioFilm Reactor
Unit
SECTION VIEW
Singular Green Bio-Kinetic
Unit
Lei Lei
4" GRAVITY 4 4
I
pll
a
I CONTROL
PANEL
I
L
NOTE:
1" Sch.40 PVC RETURN
LINE FROM HYDRAULIC UNIT
TO SEPTIC TANK PORTION
OF PRE -TREAT.
mLUTLTEEAEBATo"IsUsTA«EOANDREALIT-E-NEONTNN1E"A,. "E.�=Eo ,,;ram
m R-ET"EAE-Y1.OBERATwc W.E. T"E EncwTv 1s O-REo. �••
0 T"e LocnL, uceHseo 11-10 w'Ll Puce Tne neanTOR wTo seav�ce.
NOTE:
1 J" Sch.40 PVC RETURN
LINE FROM HYDRAULIC UNIT
TO SEPTIC TANK PORTION
OF PRE -TREAT.
LINE IS TO FLOW BY GRAVITY
(2% min.)
L
00 0
0 0
N
N N
I I
cfl
C
Bio-Film Reactor
NORWECO
PRE-TREATMENT
CONTROL PANEL
32"
RISERS MIN.
(typical) ��
6% (O-T
I I+
1 SCH.40 PVC LINE
PUMP TANK
NOTE:
TANKS TO BE SET ON
A 6" STONE BED.
AMERICAN
PUMP TANK/ DRIP SYSTEM
CONTROL PANEL
HYDRAULIC UNIT
BOTTOM
EL628
32"
MI.N. HYDRAULIC UNIT
SEE SHEET 4 OF 5
ZONE 1 HIGHEST
EL. 631
ZONE 1
UPPLY TO HEADWORKS UNIT RETURN
Elevations are based on referenced survey. During installation elevations must be
checked to verify that system will function as designed. There must be at least 1 %
gravity fall from House Sewer main to Tank inlet. The off float in the pump tank
should not exceed 8' vertical elevation from base of Hydraulic Unit. Float elevations
are dimensioned from the bottom of tank.
4" GRAVITY 4" GRAVITY 1 2" GRAVITY
EFFLUENT
DISCHARGE DISCHARGE PUMP DISCHARGE
SEE SECTION VIEW FN
3,000gal. PUMP TANK
PROPOSED NORWECO 500 gpd
WASTEWATER UNIT 1°ELECTRICAL CONDUIT
F
1 "CON DUIT-
1 "CONDUIT
1 "CONDUIT
- f -
CONTROL HYDRAULIC
PANEL UNIT
SCHEMATIC LAYOUT PLAN (NTS)
1. UV Light needs to be mounted in the vertical posit
UV Light access is from the top so provision for easy
removal needs to be accommodated from the Lid.
2. The light is to be monitored by the Control Panel.
Should a failure occur the Control Panel is to cut off
power to the unit, dispach a signal for immediate
maintenance, and turn off the effluent pump for
discharging to the disposal site. No untreated effluent
to be discharged.
3. UV Light is to be located on the discharge side of
Kinetic Unit. Install UV Light with 10" Cast iron Box
top) with Concrete Collar.
Service Pro 311 Control Panel
115 VAC @ 15 amps;
Single Phase Simplex Capacitor Start/Run
Panel can control three single phase pump in water and
sewage applications:
■ NEMA 4X enclosure
■ Control and alarm fuse power and replacement indicators
■ HOA switch, float status and pump run indicators
■ Optional display board shows system information and has
ETM and cycle counter indicators
CONCRETE COLLAR
Model 1500 UV Package
ust
%"PVC PIPE
1"RETURN LINE
ZONE #1
ZONE #2
ZONE #3
PROPOSED USE: 1
NEW SINGLE-FAMILY HOUSE
Proposed: 3 bedrooms
REQUIRED FLOW CALCULATIONS: 2
1 - 3 BEDROOM HOUSE
@ 120 gpd/bdm = 360 gpd.
TOTAL FLOW FOR SYSTEM = 360 gpd.
ULTRAVIOLET LIGHT
Gravity fed
through UV
Light
LENGTH OF RUN CALCULATIONS: 3
360 gals 365 days 12 in. 1 cf. 1 yr• - 11,634 sf.
day yr. ft. 7.48 gals 18.12 in. -
11,634 sf./(50"/12") = 2,793 ft. Required Tubing
2,793 ft/155' = 18.0 or 18 runs
Each Run = 155 ft.avg.
Total of 3 Zones with 3 to 5 Laterals per zone & 2
Runs per Lateral.
SUPPLY LINES TO ZONES
CONSTRUCTION SEQUENCE
(for Installation & Backfill of Tanks)
1. TANK TO BE INSTALLED 6"THICK PEA STONE BED. USE A
DEWATERING PIT (IF REQUIRED)
2. USE NATIVE MATERIAL FOR BACKFILL WITH NO ORGANICS,
PROPERLY PLACED AND COMPACTED. KEEP EXCAVATION
FREE OF WATER AT ALL TIMES.
3. INSTALL FILL IN 61IFTS, MATERIAL MUST BE ABLE TO
FILL-IN BETWEEN RIBS OF TANK, FILL ON SIDES FIRST; THEN
THE BULKHEADS.
4. USE A HAND TAMPER TO ACHIEVE SIDEWALL COMPACTION
THROUGH THE COMPACTED BACKFILL.
5. SIDEWALL COMPRESSION IS ESSENTIAL FOR SIDEWALL
RESTRAINT.
6. BACKFILL BETWEEN RISERS FIRST. COMPLETE BACKFILLING,
GRADE DRAINAGE AWAY FROM TANK.
NOTE:
1. ALL TANKAGE AND CONTROL PANELS SHALL BE SECURED
WITH LOCKS
2. KEYS SHALL BE SECURED WITH OWNER AND SERVICE
REPRESENTATIVE.
i � V
o
\ 0 \
\\ TETEN
YT
\\ o
0
11,R)AULIC UNIT
\
TRA-VIOLET LIGHT
\
IMP TANK
\
ILM REACTOR
I ULAR GREEN
,
DI NETIC UNIT ----'
\
\ o ,
11 E RN LINE
\ 4 E R L TERAL
\ C N OL NELS
1
I \
J
/
/
/
/
FLUSH CYCLE 4
INITIALLY SET SYSTEM TO FLUSH AT
EVERY 10 CYCLES PER ZONE.
MINIMUM PUMP RATE = 10 gpm.
for 3 mins.
1
o '
o I ,
0 AL
TE II
3 i
One
I
One
z I
w �
I
_ I
L�
9jo )
992
_1
110' I
\ 1 20
FLOW CALCULATIONS: per ZONE 5
DOSING FLOW CALCULATION PER ZONE:
NUMBER OF EMITTERS = DRIPPER LINE LENGTH / 2' EMITTER SPACING
= 930'/2 = 465 EMITTERS
ABSORPTION FIELD DOSING RATE IN gph = NUMBER OF EMITTERS X 0.61
= 465 X 0.61 = 284 gph
ABSORPTION FIELD DOSING RATE IN gph = gph / 60 mins
= 284 / 60 = 4.7 gpm
FLUSHING FLOW CALCULATION:
FLUSHING FLOW = NO. OF LATERALS PER ZONE X 1.6
= 3 X 1.6 = 4.8 gpm
TOTAL FLOW = FLUSHING FLOW + DOSING FLOW
=4.7+4.8=9.5gpm
1 Zone dosing: 60.4 gal/cycle, 3.6 total average cycles per day,
6.0 total peak cycles per day. Pump will run for -675.4 seconds
per cycle. Pump will rest for 403 min in average mode and 241.8 min.
in peak mode. Average mode shall be 216 GPD. Peak mode shall be
360 GPD.
- -
1
I
I
I
I
I
I
I
I
I
I
I
i
I
I-
I-
I
l
i
_ -
0
26
40
60
Scale 1" = 20' S
5 DAY STORAGE REQUIREMENT 6
PEAK FLOW = 360 gpd
STORAGE = 5 x 360= 1,800 gals.
PUMP TANK = 43.95 g/in.
REQ'D STORAGE = 1,800/43.95 = 40.96".
PROVIDED STORAGE FROM Inlet Elev TO Pump Off =
622.90-618.90 = 48.0"
48.0" * 43.95 g/in.=2,110g
2,110g > 1,800g => therefore: "OK"

VAW IX18 RJBH3
OFilONB AiIAIABLE
24 2
CONTRACTOR TO USE
ROUND EZSet RISERS.
MODEL: MS NON -TRAFFIC 30DO PT
NON TRAFFIC MID SEAM PUMP TANK
SHOAF PRECAST SEPTIC INC.
41$0 WEST US HWY 54
LEXINGTON, NC 2728b
PHONE [phone]M
FAX [phone]
Ir&D&hodprscwL xn
www.shoslprsans .com
- INC APPROVAL # : PT-2104
- LIQUID CAPACITY- 3.033 GALLONS
- GALLONS PER INCH-43.86
- PIPE PENETRATIONS - (MEETS AST114 C40)
- CONCRETE - 50DO PSI MIN
- TANK WEIGHT - 17.34 #
- TOP - 9,320 *
- BOTTOM - SAW #
- REINFORCEMENT PER ENGINEER SPECS
-1 r BUYTL SEALANT CONTINUOUS IN JOINTS
MODEL: MS3500 PUMP TANK (non
OUTDOOR WALL J
1
RAIN BIRD ESP-4M
OUTDOOR WALL MOUNT
RAIN BIRD ESP-4Mi
INDOOR WALL MOUNT
@JUNCTION BOX
01/72-INp(CIHWFP2VCS��SpCpH 40 CONDUIT
O6 120 VAC.0609*gXTt1tNA y
PLUG-IN TRANSFORMER
-
NOTES:
1. FOR BEST PERFORMANCE, THE CONTROLLER INTERFACE
6
RED
OR
GREEN
SHOULD BE INSTALLED AT LEAST FIVE FEET ABOVE
THE GROUND.
BLACK
OR
T THE CONTROLLER 2 IIRES
iFROM
TO HERE
®
WHITE
WIRES
BESINSTALLED AWAY SOURCES OF ELECTRICAL
TO HERE
INTERFERENCE (SUCH AS TRANSFORMERS,
GENERATORS, PUMPS, FANS, ELECTRICAL METER
BOXES) AND METAL OBJECTS TO MAXIMIZE
Z
COMMUNICATION RANGE.
(D >
U
TITLE1
N
TITLE2 (OUTDOOR) REVISED
D SCALE TITLE3
- - - -
J
TITLE4
DWG -NAME FREEZE -RAIN SENSOR
WIRING
DETAIL
AIR RELEASE VALVE
CHECK VALVE��
/AIN KtLtHJt
CHECK VALVE
CHECK
AIR RELEASE VALVE
CHECK VALVE��
RER
VARIES
VARIES
JUNCTION BOX
SCH 80 UNION (BY OTHERS)
PUMP TANK- SHOAF FLOAT BAR
TANK MANUFACTURER
3,033 PROVIDED 43.95 CHECK VALVE
GALLON TANK GALS/INCH 4
11=11_II_I1= i
II.
4"INLET
EL 622.90�
77"
64"
FLOW COLLAR ATTACHED -
TO P MP TANK RISER
32"-High Level Alarm -
2
INSIDE DIMENSION 73" 26"-Peak Enable rnI
-
144"
19"-Dose Enable -
16"-Pump OFF -
618.90
000
0000
o o o
INVERT
3" EL. 617.57
LSCH40
PVC GA1
VALVE
LIMIT OF EXCAVATION
FOR PUMP/SEPTIC TAN
EL.628.0
/ 1 z , DIA PIPE.
DRIP PUMP TANK DETAIL
MODEL: MS3000 PUMP TANK (non)
N TS
�• • • now
--.- ••,::!IIIIIIIIIIIIIIII
. , � 1111►11111111111111
1111111111111111111111
■�1111111111111111
' 11111111101111111111
- 11,Illlllllla�llllll11
92.3' TDH 80
0
73•
60
0 50
40
30
20
10
7D
PROPOSED SYSTEM -- 0 ' 1 1 1 I16 ' 1' I 1 I' 1 1 1 I40' 1
2 8 24 32
12 20 28 36 44
allons Per Minute
4.7 gpm
\�9.5 gpm
Elev.
631.0
TO CENTRAL UNIT
ZONE SUPPLY PIPE MUST BE SLEEVED
FROM PUMP TANK TO UNDISTURBED
EARTH WITH 4" SCH 40 PVC AS SHOWN.
BOTH ENDS OF 4" PIPE SHOULD BE
BE SEALED.
30' MAXIMUM DISTANCE
4" PVC SCH 40 SLEEVE
- WATERTIGHT SEAL
\\UNDISTURBED
\\,\\EARTH,\\,
w TIGHT
11=11=11=11= NOTE:
SEAL 11=11=11=11= NO WEEP HOLE IN PUMP DISCHARGE.
11;11.11.11�
11=11=11=1'
11,11,11=;
*1. PEAK ENABLE FLOAT HAS A DELAY TIMER SUCH
-11.11; .11=
PUMP W/ THAT IF THE FLOAT HAS NOT "SHUT OFF" IN A
FLOW COLLAR , ;_ ,_ , CERTAIN PERIOD OF TIME THEN THE ALARM
SOUNDS OFF. DELAY TIME IS TYPICALLY SET AT
.11,11.11.11;
REST TIME SO THAT IF PROBLEM IS NOT SOLVED
WITHIN A DOSE CYCLE THEN THE ALARM IS
1=11=�I=11=11=11=11�1 " SOUNDED.
2. FLOAT ELEVATIONS SHOWN ARE FOR INITIAL
SETTING. SERVICE REP SHALL ADJUST ELEVATIONS
TO FIT CONDITIONS.
HEADLOSS CALCULATIONS:
Length of Longest Lateral = 310'
Dose Flow = 4.7 gpm; Flush Flow = 4.8 gpm
Total Flow = 9.5 gpm
Required Safety Factor =
23.1'
Headloss through unit =
8.0'
Elevation Change =5.5' (Pump ON to Highest Grade)
5.5'
170' for 1" Supply & 1" Return Line 5.1'*170/100' =
8.7'
Headloss through laterals =
37'
Minor Losses (use 10') =
10'
Total Headlosses =
92.3'
FA
PRESSURE REGULATING CALCULATIONS: 81
Length of Longest Lateral = 310'
Dose Flow = 4.7 gpm
Headloss through unit = 4. 0'
Elevation Change = 5.5' (Pump ON to Upper GRADE) 5.5'
1" Supply & 1" Return Line (21/100') = 3.7'
Total Headlosses => 170/100(2.2)= 13.2'
From CulI flow @ 4.9 => 155'-13.2'= 141.7'/2.31=61.4psi.
61.4 psi < 65 psi so no Pressure Regulating Valve is Required
or Provided.
42' ±
DRIP FIELD:
3
ZONES;
3 or
5 LATERALS
per
ZONE,
2 RUNSAAT.
Elev. ZONE 1 Z152
Total
Length
Req'd:
930' Total Length
Provided:
881'
630.0 LATERAL
#1
LATERAL
#2
LATERAL #3
LATERAL #4
LATERAL #5
Run #1
73'
Run #1
83'
Run #1 92'
Run
#1 94'
Run #1 94'
Run #2
78'
Run #2
87'
Run #2 92'
Run
#2 94'
Run #2 94'
Elev.
630.0
33'±
Elev.
629.0
Elev.
629.0
24'±
Elev.
628.2
Total Lateral Total Lateral Total Lateral Total Lateral Total Lateral
= 151' = 170' = 184' = 188' = 188'
ZONE 2 Z142 Total Length Req'd: 930' Total Length Provided: 992'
LATERAL #1 LATERAL #2 LATERAL #3 LATERAL #4
Run #1 113' Run #1 117' Run #1 131' Run #1 135'
Run #2 113' Run #2 117' Run #2 131' Run #2 135'
Total Lateral Total Lateral Total Lateral Total Lateral
= 226' = 234' = 262' = 270'
ZONE 3 Z132 Total Length Req'd: 930' Total Length Provided: 930'
LATERAL #1 LATERAL #2 LATERAL #3
Run #1 155' Run #1 155' Run #1 155'
Run #2 155' Run #2 155' Run #2 155'
Total Lateral Total Lateral Total Lateral
=310' =310' =310,
Total Length of Drip Line (Required) = 2,793'
Total Length of Drip Line (Provided) = 2,803'
All Lateral Lengths are within the Manufactures' Recommendation of +20%.
©0
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/
/
/
/
/
/
/
WASTEWATER SYSTEM DRAWING LEGEND
A = 4" Wastewater Pipe from House.
B = SINGULAR GREEN BIO KINETIC UNIT
C = BIO-FILM REACTOR
D = MODEL 1500 UV PACKAGE
E = 3,500 gal. Precast Pump Tank with Riser.
F = NORWECO Control Panel Operates Pretreat Unit
G = AMERICAN Control Panel operates (Pump Tank, Hydraulic Unit & Disposal
Valves). The Hydraulic Unit has a 24v field flush valve, 24v backwash valve,
and a remote 24v zone valve that the Control Panel will manage. Install
Control Panel next to House.
H = Drip system Headworks Unit with insulated valve box enclosure.
I = 1W PVC Backwash Gravity Line from Headworks Unit to Septic Tank.
J = 1" PVC Return Line from Drip System Return Manifold to Headworks Unit.
K = 1" PVC Supply Line from Drip Headworks to Supply Manifold.
L = Drip System Supply Manifold with Air -Release Valve & Clean -out.
M = Drip System Return Manifold with Air -Release Valve, Clean -out and Check
Valve.
N = Drip tubing installed at grade, 50 inches on center between rows.
0 = Black Sch.40 Flex hose and fittings.
P = %" Schedule 40 PVC Supply & Return lines to each Lateral.
Q = 1%" Supply Line from Drip System Pump to Headworks Unit.
/
/
/
/
/
/
/
/ 4'wide
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COLD WEATHER INSTALLATION NOTES (Check all that apply)
Minimum construction techniques for all American "Perc-Rite" 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.
GENERAL CONSTRUCTION NOTES
AMERICAN MANUFACTURING "Perc-Rite®" Drip
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. All tubing to be installed along contour.
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 American
Manufacturing Company, Inc. 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 American Manufacturing Company, Inc. 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. ASD15 & 25 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.
SITE CLEARING GUIDELINES (Check all that apply)
General guidelines for preparing/clearing a site for installation of an American Mfg. "Perc-Rite@" 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.
DRIP TUBING SHALL BE:
1. AMERICAN PERC-RITE SUBSURFACE DRIP SYSTEM by American Manufacturing Company in accordance with Innovative Wastewater System Approval No. IWWS-93-R6B
2. NETAFIM PC DRIPLINE with pressure compensating emitters spaced uniformly in the tubing at 24" o.c.
3. Each run of tubing must be installed dead level. Lateral/run locations may need to be spread out further to keep lines more on contour. The location of the field
lines must be field -staked (at least every 4 lateral "runs" along contour), and field verified to be acceptable, and acceptable depth range kept within field -specified
tolerances.
NOTES FOR FILL MATERIAL:
THE FILL MATERIAL SHOULD CONSIST OF MINERAL SOIL WITH A TEXTURAL
CLASSIFICATION OF SANDY LOAM. IT SHALL CONSIST OF NO MORE THAN 10
PERCENT OF ROCK FRAGMENTS (> 2 MM IN SIZE), ORGANIC MATERIAL, ETC.
ONCE A SOURCE OF FILL MATERIAL IS FOUND, A SAMPLE SHOULD BE
SUBMITTED TO TEC PERSONNEL SO THAT A PARTICLE SIZE ANALYSIS CAN BE
CONDUCTED.
NOTE: BEFORE ANY EARTH MOVING ACTIVITIES ARE CONDUCTED ON SITE, TEC
SHOULD BE CONTACTED TO MARK THE FILL AREA BOUNDARY AND INSPECT
THE MOISTURE CONTENT OF THE SOIL. IF THE SOILS ARE TOO SATURATED,
NO TILLAGE MAY OCCUR. THIS INSPECTION IS TO AVOID COMPACTING THE
APPLICATION AREA. ALL SITE WORK SHOULD BE CONDUCTED BY MACHINERY
WITH TRACKS INSTEAD OF PNEUMATIC TIRES.
1. THE EXISTING GROUND SURFACE SHOULD BE LIGHTLY TILLED/SCARIFIED
LIGHTLY AND SHOULD EXTEND AT LEAST FIVE (5) FEET BEYOND THE
INTENDED IRRIGATION AREA ON ALL SIDES.
2. THREE (3) INCHES OF APPROVED FILL MATERIAL SHOULD BE APPLIED TO
THE DISPOSAL AREA AND TILLED INTO THE APPLICATION AREA AND THEN
LIGHTLY ROLLED WITH A LAWN ROLLER FILLED APPROXIMATELY ONE QUARTER
(1/4) OF WATER (OR EQUIVALENT TECHNIQUE). THE SOIL SHOULD NOT BE
OVERLY COMPACTED DURING THIS PROCESS.
3. AT THIS POINT, THE TOTAL DEPTH OF FILL SHOULD BE AT LEAST THREE
(3) INCHES ABOVE THE INITIAL GROUND SURFACE. IF THREE (3) INCHES HAS
NOT BEEN ACHIEVED, CONTINUE APPLYING FILL AS OUTLINED IN STEP 2 UNTIL
A MINIMUM OF THREE (3) INCHES IS PRESENT.
4. THE FILL MATERIAL SHOULD EXTEND FIVE (5) FEET BEYOND THE
PROPOSED DISPOSAL AREA. FROM THIS POINT, THE FILL SHOULD BE TAPERED
DOWN TO THE SURROUNDING GROUND SURFACE WITH A BERM SLOPE NOT TO
EXCEED A 1:4 RISE TO RUN RATIO. IN OTHER WORDS, THERE SHOULD NOT BE
ANY MORE THAN ONE (1) INCH OF RISE FOR EVERY FOUR (4) INCHES OF
RUN, MAKING THE BERM ONE (1) FOOT WIDE AT A MINIMUM FOR THE
PROPOSED THREE (3) INCHES OF PROPOSED FILL.
TURF OPTION:
THE ENTIRE AREA SHOULD BE TEMPORARILY SEEDED WITH AN APPROPRIATE
TURF SPECIES FOR THE AREA, COVERED WITH HAY OR OTHER SUITABLE
TEMPORARY COVER THAT WILL BOTH PROTECT THE SEED AND SOIL FROM
EROSION WHILE THE PINE/HARDWOOD DUFF LAYER IS REGENERATED.
TEMPORARY IRRIGATION SHOULD BE PROVIDED TO THE AREA SO THAT A
SUITABLE STAND OF TURF TAKES ROOT. CARE SHOULD BE TAKEN NOT TO
ERODE THE INSTALLED FILL.
ORIGINAL EXISTING -
SURFACE
INTERFACE MIXED TO
A 4"(min.) DEPTH
RCJ I All, I I VC
ZONE
NEW SOIL
MATERIAL
EXISTING USEABLE
UNDISTURBED
MATERIAL
SEEDBED PREPARRTI011111 & SEED RATE SPEaRCOON
1. All disturbed areas for the Disposal Area are to be graded +/- 2/10"
for positive drainage and into approved drainage swales and basins.
2. After Fill has been installed and prior to seeding, all areas that are to
be seeded, shall be scarified 4-6" deep with a rototill or tined machined.
3. Soil PH shall be measured by an approved soil testing method. Soil
test results will be shared with the property owner and the contractor
will amend the soil according to the soil test analysis recommendations.
A PH of between 6 and 7 is recommended for maximum success of
Fescue seeding. Fertilizer with the soil analysis recommendation of the
proper formulation of N, P & K shall be applied and added to the soil
prior to final grading to ensure mixing 1-2" into the soil layer.
4. Final grading shall be completed once the Soil has been properly treated.
Final grading may be completed utilizing fine grading tractor implements
or by dragging a fence across the soil for a smooth surface.
5. After final grade, seed and fertilizer may be applied. Turf Type tall
fescue shall be applied at a rate of 6-7lbs per 1000 sq feet of area (or
as recommended). Fertilizer shall be applied as per the recommendation
of the soil analysis testing. All seed shall be tagged certified and at
least 98% pure and free of noxious weed seed.
6. To keep moisture in the soil and promote good seed growth after initial
germination, either clean fresh wheat straw mulch shall be applied at 2
bales per 1000 sq feet or wood fiber hydromulch. If straw is used, then
it shall be coated with Hydromulch to tack the straw to prevent
excessive blowing in windy weather.
7. Water shall be applied to the seed at least every other day for a period
of two weeks to maximize germination.
8. If soil temperatures drop below 58 degrees, mix in 25% annual rye grass
into the seeding mixture. Fescue may need to be overseeded in the
spring as the rye dies.
DRIP TUBING TO BE
STAPLED TO GROUND
PER MANUFACTURER'S
RECOMMENDATIONS.
NATIVE-/
UNDISTURBED
SOIL
Ml
SUPPLY MANIFOL
RETURN MANIFOLD
CHECK
VALVE
SHUT-OFF
VALVE
SHUT-OFF
VALVE
INSULATED
PIPE
SEE GRASS SPECIFICATION
FOR SEEDING, FERTILIZER,
AND GROUND PREPARATION.
SURFACE DRIP INSTALLATION
SCHEMATIC
DRIPPER
LINE
STANDARD RESIDENTIAL DRIP SYSTEM DETAILS
FOR SITES WITH DISCERNIBLE SLOPES
(SUPPLY AND RETURN ON SAME SIDE)
AIR RELEASE (AIR RELEASE VALVES MUST
VALVE BE CONTINUOUS ACTING)
//' Supply
** it PRESSURE Manifold
DRIPPER TUBING
�O 1" Supply
(TYP)
L COMMON
RETURN PIPE
ALL VALVES TO BE INSTALLED
W/ VALVE BOXES
W/ CAST IRON COVERS.
(TYPICAL)
1/2" PVCf/ " \FINISHED GRADE
RIG D1 /2" PV DRIP TUBING
F INSTALLATION DEPTH
FORCE MAIN
INSTALATION DEPTH
MAIN SUPPLY PIPE
BELOW FROST LINE
Patent No. 5,984,574
1/2" FLEX
PVC (4' typ.
PVC FI P
ADAPTER
RAM INSERT
ADAPTER
6" MIN
r SEPARATION'S
TURN UP THE LOOP END SO THAT
EFFLUENT WOULD DRAIN BACK TO
TUBING AND NOT SIT IN LOOP.
BURIED DRIP LOOP CONNECTION NTS
'eturn
-YP)
Return
1/2" Field Manifold
1/2" Supply Return
TOP FEED SUPPLY MANIFOLD AND
1/2" LATERAL SUPPLIES TO BE PLACED
ABOVE DRIP TUBING AND MUST DRAIN
INTO THE DRIP TUBING AFTER EACH DOSE.
DUE TO NECESSARY LINE DEPTH VARIATIONS
(in order to "fit" site constraints and to keep
each lateral dead level), THE MINIMUM
INSTALLATION DEPTH COULD BE REDUCED TO
3" (requiring cover to be added over any
areas where the drip tubing depth is less than
6"deep).
STANDARD RESIDENTIAL DRIP SYSTEM DETAILS
CHANGE OVER
CH.40-SOLID 1/2" FLEX TUBE
F-CHANGE OVER
DRIP TUBING
8' DIAMETER
BLANKING AREA
(as shown on plan)
Disposal Field Tree Blanking Detail
M
AMERICAN MANUFACTURING
1-800-345-3132 * www.americanonsite.com
^ � FLOWMETER
DISC FILTERS
NORMALLY OPEN
SUPPLY VALVES
BACKFLUSH
VALVES
SUPPLY FROM
PUMP TANK
AMERICAN MFG. COMPANY
PERC-RITE DRIP SYSTEM
TWO -FILTER - 15 GPM
HYDRAULIC UNIT
NORMALLY CLOSED
ZONE VALVES
NORMALLY CLOSED
FIELD FLUSH VALVE
RETURN TO SEPTIC TANK
DRIP SYSTEM
SCHEMATICS
INSULATION AND HEATER KIT SHOULD BE
ORDERED WITH THE HEADWORKS UNIT FOR
FREEZE PROTECTION.
CONTRACTOR TO INSURE THAT SURFACE
DRAINAGE FLOWS AWAY FROM HW UNIT.
I*(
AMERICAN ONSITE CONTROLS
AMERICAN MANUFACTURING COMPANY INC.
P.O. BOX 97 ELKWOOD, VA 22718
[phone] www.americanonsite.com
IIIE SFNiT
PUMP ONSITE ONSITE
�j 7ww► CONTROLS
U..0. B0. 07. aNN000. �. 1?)1.-W., ....NEPoCNIM9,E.COY
L I N 1 11 1 12 13 14 IS I6 17 IB
L I N 1 11 1 1 I 14
(3417)
SIEMENS
�►
[LOGOA
(3441)
19 K
a�inn•ve
PROGRAMMABLE
RELAY CONTROLLER
BM1 a52-IF OB�9
, 02
B001O f BI®
2 3 4
BI® ®®
0,3.
PCB
P1
TB1
P2e
P1CB
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1 T1®
1 T2®
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T6115VAC
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ZONE 41
2 3 4 5 6 7 8 9 10
24
12 13 14 15 16 17 18 1920
Q
ANTI-
HIGH LEVEL
PEAK ENABLE
DOSE ENABLE
REDUNDANT OFF
3-4" TETHER
ALL BRANCH CIRCUIT
PROTECTION
PROVIDED BY OTHERS
CONTROL SUPPLY
115 VOLTS ONLY
10AMP MIN PROTECTION
PUMP SUPPLY
1PH 60HZ
115 or 30 VOLTS
20AMP MIN PROTECTION
LEVEL
ALARM
ITS
PUMP
MOTOR RATING
115V/.5hp/16A max
230V/ 2hp /16A max
H I'
GND
0o
06,
F2 ��
o. i a
Z1 a.
zz
Z3 4 ZONE HYDRULIC UNIT WIRE COLORS
4 WHITE -COMMONS INTO 24-
ZR=(BK)-8LACK (WH/BKS)-WHITE/BLACK STRIPE
SOLENOID VALVES F7=(PP)-PURPLE (WH)-WHITE
ZR = ZONE RETURN F2=(OR)-ORANGE (BR) -BROWN
F1 = FILTER #1 Z1=(BL)-BLUE (WH/BLS)-WHITE/BULE STRIPE
F2 = FILTER #2 Z2=(RD)-RED (WH/RDS)-WHITE/RED STRIPE
Z7 = ZONE #1 Z3=(GR)-GREEN (WH/GRS)-WHITE/BULE STRIPE
Z2 - ZONE #2 Z4=(YL)-YELLOW (WH/YLS)-WHITE/YELLOW STRIPE
Z3 - ZONE #3
Z4 = ZONE #4 TORQUE SETTINGS:
TERMINALS:
WIRE SIZE:
TORQUE:
P7:
4-6awg
27 in-Ibs
8aw9
25 in-Ibs
10-14aw
20 in-Ibs
11_7-11_2
4-6awg
27 in-Ibs
Maw
25 in-Ibs
- aw
20 in-Ibs
8-18aw
22 in-Ibs
T61 P2
8-22aw
18-20 in-Ibs
TB1 1-20
1 10-22awg
1 7-8 in-Ibs
NOTES: I PUMP I
1. PLEASE REVIEW ALL PAGES AND INSERTS
IN THIS MANUAL BEFORE ATTEMPTING TO
INSTALL ANY CONTROL EQUIPMENT.
2. DASHED LINES REPRESENT OPTIONAL EQUIPMENT
3. TIME DOSING IS CONTROLLED BY A SIEMENS LOGOI
SEE ADDITIONAL MANUAL FOR PROGRAMMING `► U�
US
I
4. BF=BACKFLUSH, AND ZR=ZONE RETURN
COPYRIGHT © 2007 AMERICAN MANUFACTURING COMPANY, INC.
FII
S'
4 ZONE TIME DOSING "QUALITY MONITORING"
INSTALLATION GUIDE FOR "DPO" SERIES TIME DOSE "QM" CONTROL
NEMA 4X, I PHASE, OPTIONS: A,J,L,X(DLO-RS)
MODEL#: DP024-SAB124-AJLX(DLO-RS)
DWG#: X9114-4Z-DLO-RS REVISION
DATE. 11 DRAWN BY: APPROVED
11 15
/ / SPC
T/SUMIT/ColdSpringsRd NC/ 1
(9114-4ZXDLO-RS.dw9
Revisions:
1.
ENGINEERING
Consulting Civil Engineer/Planner
1104 Cindy Carr Drive
Matthews, N.C. 2&105
Phone: 704/&47-3031
email: mikel0lashengineering.com
License #C-2433
0;1.
S L
14265 z¢�q
AG
cW.1110111100 �?
PROJECT
ENGINEER:
MICHAEL LASH, P.E.
THESE DRAWINGS AND THE DESIGN SHOWN THEREON ARE
INSTRUMENTS OF LASH ENGINEERING, INC. THE
REPRODUCTION OR UNAUTHORIZED USE OF THE
DOCUMENTS WITHOUT THE CONSENT OF LASH ENGINEERING,
INC. IS PROHIBITED.
CLIENT:
Nikolay & Natalya Bolkova
1020 Yellow Bee Road
Indian Trail, N.C.
28079
Phone: [phone]
PROJECT:
Wastewater Facility for:
BOIKOVA RESIDENCE
UNION ROAD
MATTHEWS, INC 28104
Union County
Pin #08-31 >2-003-E
DESCRIPTION:
SURFACE DRIP -WASTEWATER
TREATMENT SYSTEM
DETAIL SHEET
STATUS: 'PRELMNARY DESIGN'
SUBMITTED TO: CLIENT
Scale: 1' = 200'
Dote: 214/2019
SHEET NO.