HomeMy WebLinkAboutEngineered Plans - 2019LOCATION ffA.P
Not to Scale
Q S�
LOCUS
NANTUCKET
SOUND
ASSR'S. MAP 14, PARCEL 114
L.C.P. 14426G, LOT 59
TECHNICAL NOTES:
1. ALL COVERS AND INSPECTION/ACCESS
PORTS SHALL BE MARKED WITH MAGNETIC
MARKING TAPE OR A COMPARABLE MEANS
IN ORDER TO LOCATE THEM ONCE BURIED
(OR SHALL BE BUILT TO GRADE AS
REQUIRED BY OAKSON INC.)
2. COVERS BROUGHT TO FINAL GRADE
SHALL BE SECURED TO PREVENT
UNAUTHORIZED ACCESS.
3. ALL TANKS SHALL BE INSTALLED ON A
LEVEL, STABLE BASE (MIN.6" STONE BASE)
4. MAINTAIN A MAXIMUM OF 36" COVER
OVER ALL SYSTEM COMPONENTS. ALL
COMPONENTS SHALL CONFORM TO
SPECIFICATIONS CONTAINED IN 310 CMR
15.00.
5. NO GARBAGE GRINDER ALLOWED WITH
THIS DESIGN.
PROPOSED TOP
OF FIRST FLOOR
EL. = 12.2
INV EL
GENERAL NOTES:
1. SYSTEM IS DESIGNED IN ACCORDANCE WITH "COMMONWEALTH OF MASS., DEPT. OF
ENVIRONMENTAL PROTECTION, 310 CMR 15.00; THE STATE ENVIRONMENTAL CODE, TITLE 5:
STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE AND
EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS" AND THE TOWN OF
YARMOUTH REGULATIONS.
2. NO WELLS OR WATER SUPPLIES ARE KNOWN TO EXIST WITHIN 100 FEET OF THE PROPOSED
SOIL ABSORPTION SYSTEM. ALL WELLS KNOWN TO EXIST WITHIN 150 FT. OF THE SYSTEM
ARE SHOWN.
3. PRIOR TO BACKFILLING COMPLETED SYSTEM, NOTIFY THE ENGINEER AND THE HEALTH
DEPARTMENT FOR INSPECTION. PROVIDE 24 HOURS (MIN.) NOTICE.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING LOCATION OF ALL UNDERGROUND
UTILITIES PRIOR TO EXCAVATION.
5. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH.
6. AREA SERVED BY TOWN WATER.
CONSTRUCTION NOTL'S:
1. LIMITS OF CONSTRUCTION AND/OR GRADING TO BE AS SHOWN ON PLAN
AND SHALL BE VISIBLY MARKED, PRIOR TO, AND DURING CONSTRUCTION.
2. FABRIC SILTFENCE TO BE SECURELY STAKED IN PLACE PRIOR TO
CONSTRUCTION AND SHALL REMAIN IN PLACE UNTIL DISTURBED AREAS HAVE
BEEN REVEGETATED.
J. DISTURBED AREAS SHALL BE STABILIZED AND REVEGETATED AS SOON AS
PRAC77CABLE UPON COMPLETION OF GRADING.
4. ALL EXCESS EXCAVATED MATERIAL SHALL BE STOCKPILED OUTSIDE THE 100'
BUFFER AND SHALL BE REMOVED FROM THE SITE UPON COMPLETION OF
CONS7RUC770N.
5. GUTTERS AND DOWNSPOU7S CONNECTED TO DRYWELLS, OR CRUSHED STONE
® ROOF DRIPLINE, TO BE U77LIZED TO CONTAIN ROOF RUN-OFF.
6. PROPOSED DRIVEWAY SHALL BE CONSTRUCTED OF PERMEABLE MATERIAL.
ANY ADD1770A14L WORK BEYOND THE SCOPE OF THAT WHICH IS
SHOWN HEREON WILL REQUIRE CONSERVATION COMMISSION
APPROVAL.
TYPICAL ,SY,S"7 7Zff PROFILE'
NOT TO SCALE
M'DL4
SITU PLAN
f"- 30'
"M_
19.24'
Nq
11_
MOSS
ROAD
L=15.00' CUT & CAP ,
R=109.25' EXISTING,
�'� A<Z 0
rn
EXCAVATE FOR V AROUND
ABSORPTION SYSTEM AS REQUIRED
TO REMOVE ALL SOIL ABOVE THE
(Cl TH2, C TH3) MEDIUM TO
PROPOSED COARSE SAND LAYER. INSTALL
40 MIL POLYETHYLENE IMPERVIOUS
CONTAINMENT WALL BREAKOUT BARRIER ALONG EDGE
T.O. WALL EL. = 8.0 OF EXCAVATION (TOP OF BARRIER
ELEV.= 7.22, BOTTOM OF BARRIER
ELEV. = 3 22)
41.71
BACK FILL WITH MATERIALS MEETING
�'1�ENT
'0 y
THE SPECIFICATIONS OF 310 CMR
SOIL
HORIZON
} 132 3 o
15.255 (3) AND (6). NOTIFY
TO WITHIN 6 IN.
OE
-. ENGINEER AND HEALTH `AGENT FOR
4.6-0.6
48 - 60
INSPECTION OF EXCAVATION PRIOR
�,..•.;; "
-, ` CEDAR
{ TO BACK FILLING. PROVIDE
'":e'• ��:
'
-----------
;
-0.4--1.4
10.5, 24-HOUR (MIN.) NOTICE FOR
INSPECTION.
- yah a
TH 1 -4-
-1.4 - -5.4
VERY
:•" t' ""
!
NOTE: AS PER D.E.P. CERTIFICATION
BUOYANCY CALCULATIONS.•
:.
FOR GENERAL USE PERC-RITE DRIP
:c4z=�pc
VIEW 8
EASEMENT
EDGE 0 �M 6BR POSED i
WETLAND
�, �. , /' / ?, F WELLING 1
/ /'' /' ' s F E - 12.2 1
DECK -
/ 6'
B
LIMIT OF WORK/
FABRIC SILT FENCE / - - "JLot 59
23,909 S.F.--b
ALTERNATIVE / 0.55 Ao.i•
BENCHMARK � /
TOP OF
SURVEYOR'S
SPIKE
EL.= 4.85
(NAVD 1988)
00
62•p0 IX .N
- EDGE OF WEJ•I,AND
_ __ _
IL
A) 19'+
21 " DIA. COVER
21 " DIA. COVER
COVER
DEPTH
(IN.)
SOIL
HORIZON
B� 11 'f
TO WITHIN 6 IN.
TO WITHIN 6 IN.
OE
12 - 17
4.6-0.6
48 - 60
OF FINISH GRADE 2'f
OF FINISH GRADE
0.6--0.4
60 - 72
Bb
10' MIN.
-0.4--1.4
72 - 120
C
MEDIUM TO
I COARSE SAND
-1.4 - -5.4
VERY
-2.4 - -5.7
AT ELEVATION = 7.12
BUOYANCY CALCULATIONS.•
LEACH FIELD TO BE PUMPED DRY
I EXISTING
c
AND REMOVED, ALONG :WITH ANY
FND DWELLING
5.50 SEPARATION
TO BE
1500 -GAL SEPTIC TANK
° •' • •
4" CAST IRON
•
4"
REQUIRED). PROVIDE 6"
TO HYDRAULIC
I
BUOYANCY FORCE OF DISPLACED WATER:
10.17' x 6.08' x 0' x 62.4 LB/CF =
0 LBS. UPWARD FORCE
OR SCHEp.Ep
P.V.C.
DIA
1 50' FROM
I I UNIT
(SEE SHEET 2
WEIGHT OF TANK:
11,833 LBS. DOWNWARD FORCE
4. PIPE
o 2 FLOW UNE �- v SCHED. 40
Pvc.
D.E.P. CERTIFICATION FOR
I I
I I
WEIGHT OF SOIL:
BENCHMARK
'•
MONOLITHIC TANK •.
i
I I UNIT AND DRIP
10.17' x 6.08' x 0.75' x 110 LB/CF =
5.101 LBS. DOWNWARD FORCE
- INV.EL.
'''.<..
INV. EL.
H 10 1500
3/15/2007, REVISED
i I • • DISPERSAL
=
16,934 LBS. NET DOWNWARD FORCE
6.27
• ' 6.02 •
I I DETAILS)
2000 -GAL PUMP CHAMBER
GALLON CAPACITY •
•• INV. EL.
_GRADE ABOVE_',_ -,-
BUOYANCY FORCE OF DISPLACED WATER:
TUBING=7.75±
SEPTIC TANK
•'
12.83' x 6.83' x 0.22' x 62.4 LB/CF =
1,203 LBS. UPWARD FORCE.
(WATER TIGHT RE/NF. CONC.) 5.98
•
WEIGHT OF TANK: =
11,833 LBS. DOWNWARD FORCE
®PERC-RITE
FIELD (PROP.)
WEIGHT OF SOIL
W-
WATER SERVICE (PROP.)
•
12.83' x 6.83' x 0.96' x 110 LB/CF =
9.254 LBS. DOWNWARD FORCE
ALL TEES SHALL BE CAST
SERVICE (PROP.)
=
19,884 LBS. NET DOWNWARD FORCE
TEST HOLE LOC477ON
IRON OR SCHED.40 P.V.C.
PROPOSED PUMP
CHAMBER
EMERGENCY STORAGE CAPACITY:
PIPE. PROVIDE GAS BAFFLE
2000 -GAL H10 MONO PUMP CHAMBER
AND EFFLUENT FILTER ON
2000 -GAL H10 MONOLITHIC PUMP CHAMBER
48"-16"-16"=16"
OUTLET TEE.
SHALL BE UTILIZED.
INSTALL ON A LEVEL,
16"x41 7GAL/INCH=667 GAL
TLS'T _DATA
DATE OF TEST HOLES: 4/17/2019
NO WATER ENCOUNTERED
INSP. BY: D. QUINN (R&W), AMY VONHONE (HEALTH DEPT)
GROUND WATER ENCOUNTERED AT 50"
STABLE BASE. (MIN. 6" STONE BASE) 660 GAL REQUIRED; 667 GAL PROVIDED
(SEE SHT 2 FOR FLOAT DETAILS)
DESIGN GROUND WATER ELEVATION PER YARMOUTH HEALTH DEPARTMENT
FOR THIS PROJECT AREA IS ELEVATION 2.5 NGVD29 WHICH BY VERTCON
CONVERSION EQUALS 1.62 NAVD88.
No.2
DEPTH SOIL SOIL ELEVATION
(IN.) HORIZON TEXTURE (FT.)
No.1
FILL
DEPTH
(IN.)
SOIL
HORIZON
SOIL
TEXTURE
ELEVATION
(FT.)
0-48
FILL
12 - 17
4.6-0.6
48 - 60
Ab
SANDY LOAM
0.6--0.4
60 - 72
Bb
SANDY LOAM
-0.4--1.4
72 - 120
C
MEDIUM TO
I COARSE SAND
-1.4 - -5.4
GROUND WATER ENCOUNTERED AT 50"
STABLE BASE. (MIN. 6" STONE BASE) 660 GAL REQUIRED; 667 GAL PROVIDED
(SEE SHT 2 FOR FLOAT DETAILS)
DESIGN GROUND WATER ELEVATION PER YARMOUTH HEALTH DEPARTMENT
FOR THIS PROJECT AREA IS ELEVATION 2.5 NGVD29 WHICH BY VERTCON
CONVERSION EQUALS 1.62 NAVD88.
No.2
DEPTH SOIL SOIL ELEVATION
(IN.) HORIZON TEXTURE (FT.)
0-8
FILL
DEPTH
(IN.)
4.3-3.6
8 - 12
E
MEDIUM SAND
3.6-3.3
12 - 17
Ab
LOAMY SAND
3.3-2.9
17 - 27
Bb
LOAMY SAND
2.9-2.1
27 - 80
L"1
MEDIUM TO
COARSE SAND
2.1--2.4
80 - 120
C2
VERY
-2.4 - -5.7
GROUND WATER ENCOUNTERED AT 36"
BOTTOM OF PERC AT 39" (<2MIN./IN.)
GROUND WATER ENCOUNTERED AT 60" -
ANDREW
R
GRAVER
# 1351
S'�N1TAM
-., I. %�(
712 51zo
f •' ' '
:•-`
DISPERSAL SYSTEM (3/15/2007,
No. 3
5.OARAGE
DEPTH
(IN.)
SOIL
HORIZON
SOIL
TEXTURE
ELEVATION
(FT.)
0 - 12
A
LOAMY SAND
6.0- 5.0
12 - 30
B
LOAMY SAND
5.0-3.5
30 - 84
CMEDIUM
TO
3.5--1.0
BOTTOM OF PERC AT 39" (<2MIN./IN.)
GROUND WATER ENCOUNTERED AT 60" -
ANDREW
R
GRAVER
# 1351
S'�N1TAM
-., I. %�(
712 51zo
f •' ' '
:•-`
DISPERSAL SYSTEM (3/15/2007,
CONTAMINATED SOIL WITHIN 5' OF
5.OARAGE
_ -
THE PROPOSED SAS. REPLACE
o
OC704
I
(SLAB �
h
REVISED 11/23/2016) SECTION IST,
IY •
' ' ' • , '
# 19 THE SYSTEM DOES NOT
OF PERC-RITE DRIP
REQUIRE A FIVE FOOT OVER DIG AS
•,.
` '
'o '
INDICATED AT 310 CMR 15.255(5).
'�--
EXISTING SEPTIC TANK, DBOX, &
AT ELEVATION = 7.12
_
5.8
LEACH FIELD TO BE PUMPED DRY
I EXISTING
J
AND REMOVED, ALONG :WITH ANY
18'.
LSCSF 1L
ZONE AE AL
(EL. 11
AL
Fq
'
-�
CONTAMINATED SOIL WITHIN 5' OF
(''-�
_ -
THE PROPOSED SAS. REPLACE
o
OC704
WITH CLEAN SAND.
o
INSTALL 500 LINEAR FEET
SHED
LB1,- --`
OF PERC-RITE DRIP
,
DISPERSAL TUBING WITH
'o '
' •
1.7' ON -CENTER SPACING
AT ELEVATION = 7.12
_
5.8
I EXISTING
(G.W. 0 ELEV. 1.62;
FND DWELLING
5.50 SEPARATION
TO BE
PROVIDED, 5' MIN.
REMOVED
REQUIRED). PROVIDE 6"
_DA
- -
MINIMUM COVER OVER
1 50' FROM
TUBING (ALLOWED BY
EDGE OF
D.E.P. CERTIFICATION FOR
1 WETLAND
BENCHMARK
GENERAL USE PERC-RITE
i
TOP OF
DRIP DISPERSAL SYSTEM
�.
STONE BOUND
3/15/2007, REVISED
EL.= 7.18
11/23/2016 SECTION IT,
(NAVD 1988)
#2) PROPOSED FINAL
_GRADE ABOVE_',_ -,-
TUBING=7.75±
AL
DRIP DISPERAL
®PERC-RITE
FIELD (PROP.)
W-
WATER SERVICE (PROP.)
rJ-
UNDERGROUND UTILITY
SERVICE (PROP.)
TEST HOLE LOC477ON
DESIGN DATA: --6-- D(ISTING CONTOUR
-6- PROPOSED CONTOUR
NUMBER OF BEDROOMS PROPOSED: 6 0 o O PMONO
UMP CHAMBER
ESTIMATED DAILY EFFLUENT 660 G.P.D. PERC-RITE HYDRUAUC UNIT
TOTAL LEACHING AREA AS PROPOSED: 1500 -GAL. H10 MONO
BOTTOM AREA: 902 S.F. SEP77C TANK
LEACHING CAPACITY AS PROPOSED:
(EFFLUENT LOADING RATE = 0.74 GPD/SF)
BOTTOM: 900 x 0.74 = 667 G.P.D.
Yarmouth Health Department
TOTAL = 66% G.P.D. R : N' �',TD
[ Nme Bate
PROPOSET I XffLLING �c ON
-,SITS'
S'�'l1'14G.L' TRFAT.ILIL'NT ND .DISPOSAL S,ST�'111
Prepared for.- Derek JoAnson
Location: 37 .dloss Road, Yarmouth, .11114
Ryder & Filcox, Inc., P..E: & P.L.S.
3 Gidd iah Bill Rd.
P. O. Box 439 Scale.• 1"=30'
So. Orleans, ff.4., 0,250,2 Drawn by AMG'
Tel. (508) e55--831,2 Bate -- 5/3%2019 Of '�
Fax. (508) ,e40-,2305
F_ z 2 r_ ' 491�0 Q
GENERAL CONSTRUCTION NOTES:
1. The system shall not be installed in wet or frozen soils.
2. Do not park, drive large equipment, or store materials on the dispersal area. No activity should occur on the dispersal area other
than the minimum required to install the system.
3. All installation and construction techniques shall conform to the state and local codes pertaining to on-site wastewater systems and
the permit for the site.
4. If site conditions are determined to require the installation of the system to deviate from the design plans, all work shall stop
immediately and the designer and inspector shall be notified. Any ongoing work shall be the sole responsibility of the contractor.
S. Drip tubing may be installed with a vibratory plow, a static plow, a narrow trencher (< 6" Wide), by hand trenching, or by scarifying
the surface and bedding the drip tubing in clean sand meeting the requirements for fill material in the state code. For sand fill
systems, cover consisting of 2" of the same sand and then topsoil meeting the approved depth requirement shall be provided.
6. All drip tubing is to be installed parallel to the contour.
7. Air release valves shall be placed below the ground surface in an insulated valve box but at an elevation above the highest drip line
in that particular zone.
8. Vegetative cover must be replaced for installations where it is removed or buried during installation.
9. All cutting of rigid pvc pipe, flexible pvc, and drip tubing of size 2" or smaller shall be accomplished with pipe cutters. No sawing is
allowed.
10. All rigid PVC pipe, flexible PVC pipe and drip tubing shall have the ends covered with duct tape after cutting to prevent construction
debris from entering the pipe.
11. Prior to gluing, all joints shall be inspected for and cleared of any debris. All joints shall be cleaned and primed with pvc primer
prior to being glued.
12. All PVC pipe and fittings shall be sch 40.
13. Whenever possible, all force mains shall be tested for leaks prior to being back- filled by pressurizing the system and observing for
leakage.
14. The hydraulic unit shall be placed on top of the septic/treatment tank, pump chamber, or on a bed of 4" - 6" thick 3/4" gravel in a
location within 30' of the pump.
15. If standing water is a problem in the vicinity of the hydraulic unit, a screened drain to daylight is required.
16. Electrician to provide separate circuits for the pump and controls/alarm, or as required by state and local codes.
17. All conduit entering the control panel shall be sealed at both ends to prevent condensation or gases inside the panel.
COLD CLIMATE NOTES:
1. All attempts should be made to place the hydraulic unit in a location with an open southern exposure for warming purposes.
2. 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.
3. The supply and return lines shall be installed below the frost line. When this is not possible, rigid foam insulation (min 1" thick)
shall be placed over those pipes that are above the frost line.
4. The vertical sections of pipe that travel through the frost zone and Connect the supply and return lines to the manifolds shall be
insulated sch 40 pvc pipe. Insulation shall consist of foam pipe wrap insulation and 1" rigid foam insulation strips made into a box.
(see insulation detail)
S. Foil wrap insulation shall be placed over the supply/return manifolds and loop connectors so that at least 1' of insulation extends
each direction beyond the fittings. (see insulation detail)
6. Air release valve enclosures shall be insulated with bagged Styrofoam peanuts, foil wrap insulation, and rigid foam insulation inside
the lid. (see insulation detail)
7. All loops connecting drip runs shall be slightly elevated (minimum 1" - 2") so that they drain into the drip tubing after the pump
shuts off. It is the contractor's responsibility to ensure that these loops stay elevated during and after the loops are backfilled.
8. Dense vegetative cover is to be established over the supply trench, return trench, manifolds, and drip tubing prior to the first
exposure to freezing temperatures. If vegetation cannot be established then the entire drip dispersal field is to be covered with a
thick layer (minimum 6") of mulch, straw/hay, or frost blanket until such turf cover is established.
9. Vegetation height over the drip dispersal area should be a minimum of 4" - 6" throughout the winter months.
NOTE: THE DRIP TUBING SHALL BE THE LOWEST
POINT TO ALLOW FOR DRAINAGE FROM BOTH THE
VERTICAL NSULA
NOTES:
1. ALL RIGID AND FLEXIBLE PVC ARE TO BE LOCATED ABOVE THE DRIP LINE
TO ALLOW THE PIPES TO DRAIN.
2. THE AIR RELEASE VALVES SHALL BE PLACED AT THE HIGHEST POINT ON
THE SUPPLY AND RETURN LINE FOR EACH ZONE.
3. EACH ZONE TO HAVE TWO AIR RELEASE VALVES.
4. RETURN LINES TO BE CONNECTED TO A COMMON RETURN LINE.
VALVE BOX WITH 1/2" MIN
RIGID FOAM INSULATION
INSERTED UNDER COVER
AIR RELEASE ( CHECK VALVE
VALVES NEEDED FOR
MULTIPLE ZONE
SYSTEM ONLY
RETURN
MANIFOLD
SUPPLY
MANIFOLD
^�\\ �- RETURN
1" RETURN
1" SUPPLY \ �D JRN (Tn')
1/2" SUPPLY
TYPICAL MANIFOLD CONNECTION
(NOT TO SCALE)
SUPPLY VALVE
BACKFLUSH VALVE
FLOW FLOW
Cool Guide
Patent No. 6,262,689
PERC-RITE HYDRAULIC UNIT (15 GPM)
(NOT TO SCALE)
11/2" SUPPLY FROM
PUMP CHAMBER
FLOWMETER
,r- DISC FILTERS
NOTE:
ALL DRIP LOOPS ARE TO BE LOCATED 2" ABOVE THE DRIP LINE TO
ALLOW FOR THE LOOPS TO DRAIN.
1" MIN. Emt
RADIUS
RAM INSERT
12 ADAPTER
(TYP) PVC FIP
1/2" FLEX PVC ADAPTER
TUBING
4' LENGTH DRIP
OW) DRIP TUBING
LOOP
TYPICAL DRIP LOOP CONNECTION
(NOT TO SCALE)
PVC PRIMED TREADED CONNECTION WITH
AND GLUED TEFLON TAPE .
FLEX PIPE DRIP
TUBING
ADAPTER FITTING BARBED RAM
PVC FIP INSERT FITTING
CONNECTIONING DRIP TUBING
TO FLEXIBLE PVC PIPE
FIELD FLUSH VALVE
11/2" GRAVITY RETURN
TO SEPTIC TANK
(0.5%n MIN. SLOPE)
'- 1" COMMON
RETURN
1" ZONE SUPPLIES
PERC-RITE HYDRAULIC UNIT (15 GPM)
(NOT TO SCALE)
D=THE DAILY DESIGN FLOW FOR THE SITE
SCH 80 UNION NO WEEP HOLE
/-GATE VALVE TO BE DRILLED
COOLING COLLAR
NOTE 1 I ( L
1-1/2" SCH 40 EXTENSION I i
II
COUPLING COLLAR (BY I10 ALARI
OTHERS) I 1 D/2
I
PVC COUPLING I PEAK
INLETS INSERT (BY OTHERS) I D/2
0.
DRIP I
00 0coo* oSEE INSERT 20� -TOFF �U's11�U=11
_ll a nzz•\ktz\r!
0 0 1 SCH 40 PVC i6' 11.11%11=11%11%Y'
i�11.11.1\.11.YY"
COOL GUIDE AND '11114 11=11�\1�11= °"
OPTIONAL PUMP
FLAT CAP ANCHOR BOLT r' 30' MAXIMUM DISTANCE
THROUGH END
CAP
ION BOX
SUPPLY LINE
BELOW FROST OR
FLUSH RETURN TO
SEPTIC TANK.
TYPICAL PUMP TANK & HYDRAULIC UNIT DETAIL
(NOT TO SCALE)
I TED SUPPLY AND RETURN PIPES
FOIL WRAP INSULATION SHALL RETURN MANIFOLD
SUPPLY MANIFOLD BE INSTALLED OVER TUBING
1/2' PIPING TO BE
FERC -RITE E DRIP TUBING
1/2' PIPING TO BELOCATED
(PER COLD CLIMATE NOTES)
ABOVE DRIP
= 1.62 NAVD 1988
LOCATED ABOVE DRIP
TUBING TO ALLOW THE
(CUSTOM CONFIGURATION)
TUBING TO ALLOW THE+ ' PRESSURIZED
r+
+ MANIFOLD TO DRAIN
+ 4
MANIFOLD TO DRAIN u+++ +
� + DRIP TUBING
.
+ ++ +
RIGID FOAM
VERTICAL INSULATED +"+ +++ AIR RELEASE
CONSIST OF 2" MIN CLEAN
INSULATION
RETURN PIPE
(PER COLD CLIMATE
+ +
` ++ ++ + VALVES
14
RETURN LINES
BE LOAM & SEED
NOTES)
r + FINISH GRADE + +++ +
FINISH GRADE (ELEV. =7.75±)
COLD CLIMATE
NOTES)
3
MMIN COVER
1/2" PVC RIGID
.r=='
_'
COMMON RETURN PIPE
1 D
•:
WALL OR
BELOW FROST LINE
GREEN VALVE BOX COVER
1" PVC ZONE SUPPLY PIPE
EXISTING GRADE
- • .. .. "` '
=` _SIF SPECIFIED)
1/2" PVC RIGID
S' MIN .
BELOW FROST LINE
MAIN SUPPLY &
.. SOIL HORIZONS A & B TO BE REMOVED AND REPLACED•
COMMON RETURN
TUBING
1/2" PVC FL
FLEX
LINES LOCATED -►
BALL VALVE INSTALLATION DEPTH 6" MIN
CHECK VALVE FOR MULTIPLE
BELOW FROST LINE
AS PER DESIGN
ZONE SYSTEMS ONLY
(PER COLD CLIMATE NOTES)
FORCE MAIN INSTALLATION
RETURN LOCATED
INSULATION LAID FLBENEATH
AP
DEPTH TO BE BELOW THE FROST LINE
BALL VALVE
STANDARD DRIP SYSTEM (SIDE FEED MANIFOLD)
TO ALLOW DRAINAGE
(NOT TO SCALE)
PERC-RITE FIELD
INSTALLATION INSTRUCTIONS:
DRIP TUBING: 500'Ile
1.
Measure the distance from the bottom of the tank to 6" down from the top of the
Note: All Pero -Rite components shalt be obtained
_
riser. Cut the extension pipe (by others) to the length necessary to reach this
►� r i ; (j (;
TUBING SPACING: 1:70 i
height. Cut half of the pipe down 12" to 18" away from the top of the pipe for a
Detail A
pump discharge pipe and attach to riser. (see detail A)
ALL LATERALS SLOPE
2.
Glue the extension coupling (by others) to the extension pipe and to the Cool guide.
3.
For reuse of existing concrete pump chambers: glue on the cool guide flat cap and
12"-18"
pj
place the cool guide firmly in the bottom of the tank. Attach the extension to the
riser with the anchors as shown.
4.
For use in new concrete pump chambers: anchor the flat cap to the bottom of the
tank in the proper location to hold the cool guide and extension. The cap may or
FLOAT TREE
may not be glued to the device. Attach the extension with the anchors as shown.
S.
Place the pipe dope on the cool guide adapter threads and thread them into the
pump discharge.
6.
Attach cooling collar to adapter With set screw provided.
CHECK VALVE
7.
Glue pipe into flow collar and with pump attached, lower Into the guide tube.
ADAPTER
8.
Attach to discharge pipe, valves, and connect electrical and specified.
ATTACH
AS PER
FLOW FLOW
Cool Guide
Patent No. 6,262,689
PERC-RITE HYDRAULIC UNIT (15 GPM)
(NOT TO SCALE)
11/2" SUPPLY FROM
PUMP CHAMBER
FLOWMETER
,r- DISC FILTERS
NOTE:
ALL DRIP LOOPS ARE TO BE LOCATED 2" ABOVE THE DRIP LINE TO
ALLOW FOR THE LOOPS TO DRAIN.
1" MIN. Emt
RADIUS
RAM INSERT
12 ADAPTER
(TYP) PVC FIP
1/2" FLEX PVC ADAPTER
TUBING
4' LENGTH DRIP
OW) DRIP TUBING
LOOP
TYPICAL DRIP LOOP CONNECTION
(NOT TO SCALE)
PVC PRIMED TREADED CONNECTION WITH
AND GLUED TEFLON TAPE .
FLEX PIPE DRIP
TUBING
ADAPTER FITTING BARBED RAM
PVC FIP INSERT FITTING
CONNECTIONING DRIP TUBING
TO FLEXIBLE PVC PIPE
FIELD FLUSH VALVE
11/2" GRAVITY RETURN
TO SEPTIC TANK
(0.5%n MIN. SLOPE)
'- 1" COMMON
RETURN
1" ZONE SUPPLIES
PERC-RITE HYDRAULIC UNIT (15 GPM)
(NOT TO SCALE)
D=THE DAILY DESIGN FLOW FOR THE SITE
SCH 80 UNION NO WEEP HOLE
/-GATE VALVE TO BE DRILLED
COOLING COLLAR
NOTE 1 I ( L
1-1/2" SCH 40 EXTENSION I i
II
COUPLING COLLAR (BY I10 ALARI
OTHERS) I 1 D/2
I
PVC COUPLING I PEAK
INLETS INSERT (BY OTHERS) I D/2
0.
DRIP I
00 0coo* oSEE INSERT 20� -TOFF �U's11�U=11
_ll a nzz•\ktz\r!
0 0 1 SCH 40 PVC i6' 11.11%11=11%11%Y'
i�11.11.1\.11.YY"
COOL GUIDE AND '11114 11=11�\1�11= °"
OPTIONAL PUMP
FLAT CAP ANCHOR BOLT r' 30' MAXIMUM DISTANCE
THROUGH END
CAP
ION BOX
SUPPLY LINE
BELOW FROST OR
FLUSH RETURN TO
SEPTIC TANK.
TYPICAL PUMP TANK & HYDRAULIC UNIT DETAIL
(NOT TO SCALE)
HOUSE HYDRAULIC
UNIT
FLUSH RETURN FROM HU
BOTTOM OF TUBING
ZONE SUPPLY ZONE 1 ELM = 7.12
SEPTIC TANK / 5.50' SEPARATION
TREATMENT TANK PUMP COMMON RETURN (5' MIN. REQUIRED)
CHAMBER **GROUND WATER ELEV
1/2" SUPPLY & RETURN MANIFOLD
LOCATED ABOVE DRIP TUBING TO
FERC -RITE E DRIP TUBING
SUPPLY TO
ALLOW MANIFOLDS TO DRAIN
= 1.62 NAVD 1988
AIR RELEASE VALVES WITH
(CUSTOM CONFIGURATION)
COVERS TO GRADE
HYDRAULIC UNIT
DRIP TUBING COVER SHALL
RIGID FOAM
**DESIGN GROUND WATER ELEVATION PER
CONSIST OF 2" MIN CLEAN
INSULATION
fERTICAL SUPPLY &
SAND AND REMAINDER TO
RETURN LINES
BE LOAM & SEED
PROJECT AREA IS ELEVATION 2.5 NGVD29
INSULATED (PER
FINISH GRADE (ELEV. =7.75±)
COLD CLIMATE
NOTES)
3
MMIN COVER
_
BOULDER
_'
RETAINING
1 D
•:
WALL OR
GREEN VALVE BOX COVER
EQUAL
EXISTING GRADE
- • .. .. "` '
=` _SIF SPECIFIED)
AT FINISHED GRADE
S' MIN .
MAIN SUPPLY &
.. SOIL HORIZONS A & B TO BE REMOVED AND REPLACED•
COMMON RETURN
WITH CLEAN SAND MEETING THE REQUIREMENTS FOR .
SCALE 1"=20
LINES LOCATED -►
FILL MATERIAL IN THE STATE CODE
MANIFOLDS AND LATERALS
2'X 2!
BELOW FROST LINE
1/2" PVC FLEX
(PER COLD CLIMATE NOTES)
-. ESHWT
RETURN LOCATED
INSULATION LAID FLBENEATH
AP
ABOVE DRIP TUBING
TO ALLOW DRAINAGE
PERC-RITE FIELD
DRIP TUBING: 500'Ile
(NOT TO SCALE)
Note: All Pero -Rite components shalt be obtained
_
from Oakson, Inc, Gloucester, MA., 978-282-1322 PERC-RITE DRIP TUSING
HOUSE HYDRAULIC
UNIT
FLUSH RETURN FROM HU
BOTTOM OF TUBING
ZONE SUPPLY ZONE 1 ELM = 7.12
SEPTIC TANK / 5.50' SEPARATION
TREATMENT TANK PUMP COMMON RETURN (5' MIN. REQUIRED)
CHAMBER **GROUND WATER ELEV
!It;?Ii TUBING DEPTH: 0.5'
TOP VIEW
i.£
SUPPLY
AIR RELEASE RIGID FOAM INSULATION
/.: it VALVES
VALVE BOX INSERTED MANIFOLDS
BENAND LATERALS
19.4' THROUGH 7" HOLE IN EATH FOIL WRAP
FOIL WRAP INSULATION INSULATION
AIR RELEASE
RETURN VALVE (TYPICAL) �� �+ alp ' FINISHED GRADE
LINES
RIGID FOAM INSULATION
6" GRAVEL
PUMP DISCHARGE TO HU
HYDRAULIC UNIT
HU
CONTROL UNIT PANEL
MOUNTED IN AN EXTERNALLY
ACESSIBLE LOCATION
BY
FOIL WRAP INSULATION SHALL BE -.
INSTALLED AROUND VALVE BOX &
ABOVE MANIFOLDS AND LATERALS
(PER COLD CLIMATE NOTES)
CLEAN 1/4" - 1/2" CRUSHED STONE -
FLEXIBLE FOAM OR RUBBER
PIPE WRAP INSULATION
AROUND VERTICAL PIPES
RIGID INSULATION BOX
AROUND VERTICAL PIPES
STYROFOAM PEANUTS
�
( IN BAG
SUPPLY AND RETURN LINES
BELOW FROST ZONE (TYP 4').
INSULATE LINES WITH RIGID
FOAM BOARD WHEN PROPER
FROST DEPTH CANNOT BE
ACHIEVED.
CROSS SECTION
INSULATION DETAIL
(NOT TO SCALE)
1A ERTICAL PIPE TO BE
L::INSULATED
8'OF STATIC LIFT TO HU (MAX) PROPOS'E'D .D# LLING & OAT -SITZ
�- FLUSH RETURN.S'L'lY�1G�' TR'FAT IE'NT �4ND DI,SPO,SAL SY,STL�"til
-y-- ZONE 1 SUPPLY
-+► ZONE 2 SUPPLY
Prepared for.- .Derek Johnson
DRIP ENABLE FLOAT ELEVATION
�SNOFgf,4 location: 37 floss Road, Yarmouth, A4
C
ANDREW� Ryder & #ilcox, Inc., P. F do P. L. S.
P N 3 G'iddiah Hill Rd.
GROVER P.O. Box 439 Date - 5/30/2013
# 1351 So. Orleans, ...1., 02662
qN TAa Pio Tel. (508) 255-8312 Sjit. .2 of ,2
Fax. (508 240-2306
In Job No. 1,2183
SUPPLY TO
= 1.62 NAVD 1988
HYDRAULIC UNIT
**DESIGN GROUND WATER ELEVATION PER
YARMOUTH HEALTH DEPARTMENT FOR THIS
TYPICAL SYSTEM HYDRAULIC PROFILE
PROJECT AREA IS ELEVATION 2.5 NGVD29
WHICH BY VERTCON CONVERSION EQUALS
(NOT TO SCALE)
1.62 NAVD88.
GREEN VALVE BOX COVER
VALVE BOX INSERTED
ZONE DETAIL
AT FINISHED GRADE
THROUGH 7" HOLE IN
FOIL WRAP INSULATION
(�i ; t •M , , ,
SCALE 1"=20
FOIL WRAP INSULATION SHALL BE
-INSTALLED OVER TUBING-
MANIFOLDS AND LATERALS
2'X 2!
(PER COLD CLIMATE NOTES)
INSULATION LAID FLBENEATH
AP
TOTAL LINEAR FEET OF
DRIP TUBING: 500'Ile
_
►� r i ; (j (;
TUBING SPACING: 1:70 i
RIGID INSULATION BOX
AROUND VERTICAL PIPES
ALL LATERALS SLOPE
I
I N N
O.C.
DOWNILL TO DRIP TUBING
FOR SELF DRAINAGE
pj
!It;?Ii TUBING DEPTH: 0.5'
TOP VIEW
i.£
SUPPLY
AIR RELEASE RIGID FOAM INSULATION
/.: it VALVES
VALVE BOX INSERTED MANIFOLDS
BENAND LATERALS
19.4' THROUGH 7" HOLE IN EATH FOIL WRAP
FOIL WRAP INSULATION INSULATION
AIR RELEASE
RETURN VALVE (TYPICAL) �� �+ alp ' FINISHED GRADE
LINES
RIGID FOAM INSULATION
6" GRAVEL
PUMP DISCHARGE TO HU
HYDRAULIC UNIT
HU
CONTROL UNIT PANEL
MOUNTED IN AN EXTERNALLY
ACESSIBLE LOCATION
BY
FOIL WRAP INSULATION SHALL BE -.
INSTALLED AROUND VALVE BOX &
ABOVE MANIFOLDS AND LATERALS
(PER COLD CLIMATE NOTES)
CLEAN 1/4" - 1/2" CRUSHED STONE -
FLEXIBLE FOAM OR RUBBER
PIPE WRAP INSULATION
AROUND VERTICAL PIPES
RIGID INSULATION BOX
AROUND VERTICAL PIPES
STYROFOAM PEANUTS
�
( IN BAG
SUPPLY AND RETURN LINES
BELOW FROST ZONE (TYP 4').
INSULATE LINES WITH RIGID
FOAM BOARD WHEN PROPER
FROST DEPTH CANNOT BE
ACHIEVED.
CROSS SECTION
INSULATION DETAIL
(NOT TO SCALE)
1A ERTICAL PIPE TO BE
L::INSULATED
8'OF STATIC LIFT TO HU (MAX) PROPOS'E'D .D# LLING & OAT -SITZ
�- FLUSH RETURN.S'L'lY�1G�' TR'FAT IE'NT �4ND DI,SPO,SAL SY,STL�"til
-y-- ZONE 1 SUPPLY
-+► ZONE 2 SUPPLY
Prepared for.- .Derek Johnson
DRIP ENABLE FLOAT ELEVATION
�SNOFgf,4 location: 37 floss Road, Yarmouth, A4
C
ANDREW� Ryder & #ilcox, Inc., P. F do P. L. S.
P N 3 G'iddiah Hill Rd.
GROVER P.O. Box 439 Date - 5/30/2013
# 1351 So. Orleans, ...1., 02662
qN TAa Pio Tel. (508) 255-8312 Sjit. .2 of ,2
Fax. (508 240-2306
In Job No. 1,2183