HomeMy WebLinkAboutCorrespondence - 10 OLYMPIC LANE 7/20/1998 Town of of forth Andover° kORT1y i
F Al
° o
OFFICE OF �? h°t ° °
COMMUNITY DEVELOPMENT AND SERVICES p
30 School Street °
North Andover,Massachusetts 01845 �gs
WILLIAM J. SCOTT SACHUS
Director
July 20, 1998
Mr. Joseph J. Serwatka
31 Kendrick Street
Lawrence, MA 01841
Re: 10 Olympic Lane T
Dear Mr. Serwatka:
This is to inform you that the proposed plans for the site referenced above have been
approved.
If you have any questions, please do not hesitate to call the Board of Health Office at the
number below.
Sincerely,
I'
Sandra Starr, R.S.
Health Administrator
SS/cjp
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
}
SEPTIC PLAN SUBMITTALS
LOCATION: C..-
NEW PLANS: (=YES _J $60.00/Plan
REVISED PLANS: YES $25.00/Plan
DATE: L - '�' a — y
DESIGN ENGINEER: J o r
When the submission is all in place, route to the Health Secretary
4
t
SEWAGE PUMP STATION
DESIGN ` I
Single Family Dwelling
10 Olympic Lane
North Andover, MA
a�
OWNER & APPLICANT
Connie Ireland
10 Olympic Lane
North Andover, MA
DATE: 6/20/98
PUMP'.XLS
I N T °a
DESIGN FLOW 440 Gal/Day
SOIL CLASS 1
PERC RATE 2 Min/inch
FORCE MAIN DIA. 2" SDR 21 PVC
H EN-WILLIAMS COEFP. 150 --
UM :
MANUFACTURER: P ODY-BARNES
MODEL#: SE411 HORSEPOWER: 0.4
PUMP CHA
PeeSTORAGE
PRIMARY
RESERVE 4 .0 gallon
VOL. IN PIPE RUN ons im
TOTAL 550.0 gallons
DIMENSIONS 9W rZA
LENGTH* 7.50
WIDTH* 4.50 A4 Y
DEPTH* 4.25
*INSIDE DIMENSIONS
ELEVATIONS
INLET INVERT 96.70
SUMP 92.45
OFF 93.20
ON 93.64
ALARM 94.96
T TIC H Da
DBOX INLET ELEV, 97.80 FT
PUMP OFF ELEV. 95.20 FT
TOTAL STATIC HEAD 4.60 FT
Pump.XLS
EQUNALENT LENGTH:
FRICTION LASSES IN PUMP CHAMBER:
1 2"DIA 900 BEND 5.0 FT
0 2"DIA 450 BEND 0.0 FT
1 2"DIA CHECK VALVE 14.0 FT
1 2"DIA GATE VALVE 1.2 FT _
TOTAL LOSS 20.2 FT
b E21.0 FT
FRICTION LOSSES IN PIPE RUN:
2 2"DIA 900 BEND 10.0 FT
0 2"DIA 450 BEND 0.0 FT
0 2"DIA 22.50 BEND 0.0 FT
1 2"DIA TEE 12.0 FT
35 LENGTH OF RUN 35.0 FT
MISC. PIPE 3.5 FT
TOTAL LOSS 60.5 FT
b 61.0 FT
TOTAL EOUIV. LENGTH: 82 FT
SYSTEM CURVE:
Q V HF/100 HF 'HS TDH'
GPM FPS FT FT FT FT
20 1.8 0.72 0.59 4.6 5,19
25 2.3 1.09 0.89 4.6 5.49
30 2.7 1.52 1.25 4.6 5,85
35 3.2 2.03 1.66 4.6 6.26
40 3.6 2.59 2.13 4.6 6.73
50 4.5 3.92 3.22 4.6 7.82
60 5.4 5.50 4.51 4.6 9.11
70 6.3 7.32 6.00 4.6 10.60
80 7.2 9,37 7.68 4.6 12.28
90 8.1 11.65 9.55 4.6 14.15
FROM ATTACHED PUNIF CURVE:
60 gpm @ 9 TDH
TIME ON: 1.8 minutes
PUMPYLS
®SSUBMERSIBLE NON-CLOG PUMPS SECTION 1A
Series: SE; Manual & Automatic PAGE ,
1 ®1/2" Spherical Solids Handling DATE 5/94
REPLACES 7/93
Specifications
DISCHARGE: 2" NPT, Vertical
LIQUID TEMPERATURE: 104° F Continuous.
VOLUTE: Cast Iron, ASTM A-48 Class 30.
MOTOR HOUSING: Cast Iron ASTM AA8, Class 30.
SEAL PLATE: Cast Iron ASTM AA8 Class 30.
IMPELLER:
Design. 2 Vane, Open, With Pump Out
Vanes On Back Side. Dynamically
Balanced, ISO G6.3.
Material: Zytel 70G43 Nylon, Glass Filled.
SHAFT: 416 Stainless Steel.
SQUARE RINGS: Buna-N
HARDWARE: 300 Series Stainless Steel
PAINT: Air Dry Enamel
SEAL: Design: Single Mechanical, Oil-Filled Reservoir,
Secondary Exclusion Seal
Material., Rotating Face-Carbon
Stationary Face-Ceramic
Elastomer- Buna-N
Hardware-300 Series Stainless
CABLE ENTRY: 15 ft. Cord w/Plug On 115 and 230 Volt,
Pressure Grommet For Sealing And
Series: SEA HP 1750 RPM SPEED: Strain Relief.
(SE411 & SE421) UPPER BEARING: 1750 RPM (Nominal).
Design: Sleeve
Lubrication: Oil
Load: Radial
LOWER BEARING:
THE BELOW LISTINGS ARE FOR Design: Single Row, Ball
SE411, SE411A & SE421 ONLY. Lubrication: Oil
®Canadian Standards co Association MOTOR: Load: Radial &Thrust
File No. LR16567 Design: NEMA L Torque Curve. Completely
Oil-Filled, Squirrel Cage Induction.
UL Underwriters Laboratories Inc.® Insulation: Class A.
File No. E142177 SINGLE PHASE: Permanent Split Capacitor(PSC).
Includes Overload Protection In
Description: Motor.
FLOAT:
Automatic Models. Wide Angle,
SUBMERSIBLE NON-CLOG SEWAGE Polypropylene, 15ft. Cable.
PUMP DESIGNED FOR TYPICAL RAW SE411A& SE421A, Float w/Plug
SEWAGE APPLICATIONS. Attached To Discharge Piping,
SE411AU & SE421AU Float Attached
To Pump. ON and OFF Points are
Sample Specifications:Section 1 Pages 13-14. Adjustable.
OPTIONAL EQUIPMENT: Seal Material, Additional
Cable and Cast Iron Impeller.
[C:RA NE PUMPS & SYSTEMS
J Barnes Pumps,Inc.
p Barnes Pumps,Inc.
Distributor Sales&Service Dept, Bid-To-Spec 8,Project Sales
420 Third Slreet(P.O.Box 603 1485 Lexington Ave.
Piqua,Ohio 45356-0603 Mansfield,Ohio 44907-2674
Ph:(513)773-2442 Ph:(419)774-1511
Fax:(513)773-2238 Fax:(419)774-1530
SECTION 1A
PAGE 2
DATE 5/94
REPLACES 7/93
SE411A &421A
SE411 & SE421 (Less Float)
x 0.75
P'1 _ .32 -1.56-
120°
Pumping 9.00
Differential o
16.00 0 3.86
I I -4-
0 7.72
4.00
SE411AU & 421AU
10.75
1200 .32 1.56
Pumping 9.00
Differential o
16.00 7.72
4.00
MODEL PART HP VOLT PH RPM NEMA FULL LOCKED CORD CORD CORD
NO. NO. (Nom) CODE LOAD ROTOR SIZE TYPE OD
AMPS AMPS
SE411 068701 0.4 115 1 1750 A 10.0 19.0 14/3 SJTOW-A 0.390
SE411A 082215 0.4 115 1 1750 A 10.0 19.0 14/3 SJTOW-A 0.390
SE411AU 093193 0.4 115 1 1750 A 10.0 19.0 14/3 SJTOW-A 0.390
SE421 082089 0.4 230 1 1750 A 5.0 9.5 14/3 SJTOW-A 0.390
SE421A 093194 0.4 230 1 1750 A 5.0 9.5 14/3 SJTOW-A 0.390
SE421AU 093195 0.4 230 1 1750 A 5.0
9.5 14/3 SJTOW-A 0.390
Mercury SW i'c on S E4 1 1A h & Mechanical on SE421A Cable 16/2, SJOW-A, 0.320 O.D., Piggy-Back PlugMechanicSwtch (SE411AU & SE421AU), Cable 142 SJe 106/ (UL), A00 (CSA), 0.370 O.D.IMPOTAT!
1.)DO NOT USE THIS PUMP TO PUMP FLAMMABLE LIQUIDS,
2.)THIS PUMP IS APPROPRIATE FOR LOCATIONS CLASSIFIED AS DIVISION IL
3.)THIS PUMP IS HOI APPROVED FOR USE IN SWIMMING POOLS,RECREATIONAL WATER INSTALLATIONS,DECORATNE FOUNTAINS
OR ANY INSTALLATION WHERE HUMAN CONTACT WITH THE PUMPED FLUID IS COMMON WHILE THE PUMP IS RUNNING.
4.)PUMP CAN 13E OPERATED DRY FOR EXTENDED PERIODS WnHOLIT DAMAGE TO MOTOR AND/OR SEALS.
CRANE PUMPS& SYSTEMS
Barnes Pumps,Inc. Barnes Pumps,Inc.
Distributor Sales&Service Dept. Bid-To-Spec&Project Sales SwM
420 Third Street/P.O.Box 603 1485 Lexington Ave.
Piqua,Ohio 45356-0603 Mansfield,Ohio 44907-2674
Ph:(513)773-2442 Ph:(419)774-1511
Fax:(513)773-2238 Fax:(419)774-1530
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• . . .. - . . . : : MEMBER
MERCURY LEVEL CONTROLS SECTION 6C
Pipe Mounted & Suspended PAGE 47
DATE 7/93
REPLACES 7/92
Specifications:
o CABLE: Material: 18-2 SJO W-A, 41 Strand x#34, 90°C
Size: .29 Dia. x(See Chart for Length)
HOUSING: Material: Polypropylene
Color: Normally Open - Blue
Normally Closed-Red
CLAMP: Adustable 1"-3"Stainless Steel with
Polypropylene Saddle.
(Models 073613, 073615 and 073617)
WEIGHT: Suspended, 2.25" Sph. lead weight
with Adjustable stainless steel fittings
(Models 073612, 073614 and 073.616)
TEMPERATURE RATING: 60°C
SWITCH: Mercury, Narrow Angle , Horizontal
SWITCH RATING: 4.5A @ 115VAC RES
2.25A @ 230VAC RES
Pipe Mounted: Description:
P/N's: 073613, 073615 &
073617 The Mercury Level Controls are available in either a pipe mounted
or suspended configuration with 25 to 200 feet of cable on P/N's
073612, 073613, 073614 & 073615; P/N 073616'with 15 feet
"(use 073612, for longer lengths). P/N 073617 with 15 &20 feet.
They are pilot duty devices which control the function of motor load
devices, such as contactors, motor starters, and power relays, to
automatically cycle a pump or pumps. They can also be used for
alarm signaling devices. Two Mercury Level Controls for a one
pump operation; three for a two pump operation. If an alarm device
is used, add another Level Control
LEVEL CONTROL SELECTION CHART
Control Cord Type Contacts
Number Length Installation
073612 25 to 200Ft. Suspended Open
Suspended: 073613 25 to 200Ft. Pipe Mounted Open
073614 25 to 200Ft. Suspended Closed
P/N's: 073612, 073614 & 073615 25 to 200Ft. Pipe Mounted Closed
073616 073616 *15Ft. Suspended Open
073617 15 & 20Ft. Pipe Mounted Open
UL ® State cord length at time of ordering
J J NEft
CRANE PUMPS & SYSTEMS
Barnes Pumps,Inc Barnes Pumps,Inc.
Distributor Sales&Service Dept. Bid-To-Spec&Project Sales
420 Third Street/P.O.Box 603 1485 Lexington Ave.
Piqua,Ohio 45356-0603 Mansfield,Ohio 44907-2674
Ph:(513)773-2442 Ph:(419)774-1511
Fax:(513)773-2238 Fax:(419)774-1530
SECTION 6C
PAGE 48
DATE 7/93
REPLACES 7/92
TYPICAL SIMPLEX WIRING SCHEMATIC
L1 2 L
L� ON L2
OFF- STARTER
COIL
AUXILIARY
CONTACT
TO MOTOR
TYPICAL ALARM WIRING SCHEMATIC
L1 120V 60HZ N
4.50 SILENCE
We"axes.Svc. 1 r � 3
E2
1
ALARM CONTACT ALARM LIGHT
(MINI-FLOAT)
2.88
R
R1
2
AUDIBLE ALAR
TYPICAL PIPE MOUNTED INSTALLATION:
General Comments: MOUNTING OR
1. Never work in the sump with the power on. DISCHARGE PIPE
2. Attach the Level Controls to the mounting pipe or
the pump discharge pipe. The"off'float should be
below the"on"float in a"pump out'application.
3. Arrange the Level Controls so they do not tangle
or hang up.
4. Insert the hose clamp through the two slots in
the pipe/cable clamp, circle the discharge pipe "ON" FLOAT
with the hose clamp, feed the end of the hose
clamp through the screw and tighten.
5. Measuring the difference between mounting
points given the"pump down"differential. DIFFERENTIAL
Important Notes-Mercury Level Controls are pilot
duty devices. They cannot be used to directly power A E L VE
pump motors. Also, do not use Mercury Level
Controls in gasoline or other combustibles. Mercury
level control are compatible with intrinsically safe "OFF" FLOAT
relays.
E CRANE PUMPS & SYSTEMS
Barnes Pumps,Inc. Barnes Pumps,Inc.
Distributor Sales&Service Dept. Bid-To-Spec&Project Sales
420 Third StreeVP.O.Box 603 1485 Lexington Ave.
Piqua,Ohio 45356-0603 Mansfield,Ohio 44907-2674
Ph:(513)773-2442 Ph:(419)774-1511
Fax:(513)773-2238 Fax:(419)774-1530
BARNES ALARMS SECTION 6A
Wall Mounted PAGE 43
DATE 7/93
REPLACES 10/85
Specifications:
061486 High Water Alarm includes stainless steel wall plate
g with red jewel light and one mercury level control
with 10 ft. of 18/2 cord.
Op � 2.75
8 �
0-
2 HOLES FOR
6-32 x 114 _
3.81 SCREWS
O
4.25
P/N: 061486 ,
FOR INDOOR USE ONLY. 0-
061487 High Water Alarm(Solid State) includes stainless
0 0 steel wall plate, audible and visual alarm with
silencer button and one mercury level control with
wl 10 ft. of 18/2 cord.
4.56
0
I I
-- 0 — — ® -
i
3.28 U�°�� 4.50
P/N: 061487
FOR INDOOR USE ONLY.
--1.81
CRANE PUMPS & SYSTEMS
Barnes Pumps,Inc Barnes Pumps,Inc.
Distributor Sales&Service Dept. Bid-To-Spec&Project Sales
420 Third Street/P.O.Box 603 1485 Lexington Ave.
Piqua,Ohio 45356-0603 Mansfield,Ohio 44907-2674
Ph:(513)773-2442 Ph:(419)774-1511
Fax:(513)773-2238 Fax:(419)774-1530
own of North Andover o r I'll 4
OFFICE OF,
COMMUNITY DEVE1,01)MEArr AND SERVICES
30 School Street
North Andover, Massachusetts 0 1845
k
W[LI.,tAM J. SCOTT ���C Wl�w
DCY"d,"C1tor
June 24, 1908
Connie Ireland
10 Olympic Lane
North Andover, MA 01845
Dear Mrs. Ireland:
have reviewed the proposed plans for the repair of the septic system
located at 10 Olympic Lane, North Andover, Massachusetts. Although there are
some minor omissions on the plans which do not affect the design, for all
practical purposes, the design submitted by Mr. Joseph Serwatka dated June 19,
1998 may be considered to be approved.
If you have any questions, or if I may be of further assistance, please call
Sincerely,
Sandra Starr, R.S.
Health Administrator
k3C1f^iCt1)C)F/1: ill,"t'LS 6£38-9541 BUILDING 688-9545 C.`ONSI:;FtiJl4'1'"kON 688-9530 HEA9.,"I'1I 688-9540 PLANNING G 688_9535
June 22, 1998
Sandy Starr, Agent
Department of Health
North Andover, MA 01845
Dear Sandy,
In a follow-up of our phone conversation on Tuesday, I would like to thank you for your time and
information as well as understanding my situation. The inability to sleep and that nauseous
feeling are something I would like to have go away. I have a true feeling regarding the trauma
and effects of Title V. Timing is everything and all is relevant. Joe Serwatka has received
numerous calls after our conversation reiterating my urgency due to the situation in Atlanta
relating to the scheduled June 29 closing locked with the $15,000.00 non-refundable deposit as
well as the closing set for June 26 on the property in North Andover at 10 Olympic Lane. As
stated earlier, the lender is willing to escrow for the closing. I am attaching the correspondence
from buyer's attorney, To date the preparation work has all been completed. I found the perk
test process very involved and interesting. There is nothing like first hand experience. Attached
are the plans prepared by Joe. Initially we had hoped for a new leaching field, but this is not
possible due to the lay out of the old system.
I am dropping this information by the Health Department. I certainly hope you are feeling much
better real soon. Amy told me you were down in the back. Please give me a call at your earliest
convenience. My closing clock is ticking away for June 26. The buyer's attorney and lender are
eager to get the Title V information in order to prepare the closing documents. I have told them I
am doing everything I possibly know to do at this time. Sometimes I want to say this is all a bad
dream.
Please advise me of any suggestions you have to possibly expedite this process. Feel free to
contact me with any questions regarding the situation. I look forward to hearing from you and
hopefully the lender and buyer will work with us and get this house closed as scheduled. Sandy,
please accept my sincere thanks regarding this situation. I have told people you do not have an
easy job. I thought my job was a tough one.
You can reach meat my home number (978)794-2551. If I am not home feel free to leave a
message or attempt my cellular number (508)265-0529.
Regards,
Connie Ireland
NORTH ANDOVER BOARD OF' HEALTH
DESIGN REVIEW REPORT
DATE
a �r � �Av,
FEE : � PERMIT #$ DATE RECEIVED
,w
APPLICANT MAP � � ��" PARCEL
ADDRESS /e' 6`)e-y1ll1-)1c LOT # STREET #
ENG . ( c J")"" STREET /,Y1v°)l 1C` // 1
ENGINEER ' S ADD . /e0 ,-A)h lce //)� zzJIle,
PLAN DATE REV. DATE
CONDITIONS OF APPROVAL
APPROVED DISAPPROVED
REASONS FOR DISAPPROVAL :
INZ
� F
Io
Al
R
Town of North Andover I A OR TH
0
OFFICE OF
0
COMMUNITY DEVELOPMENT AND SERVICES
30 School Street of
WILLIAM J. SC01-1, North Andover, Massachusetts 01845 SSACHUS
Director
June 25, 1998
Joseph Serwatka
31 Kendrick Street
Lawrence, MA 01841
RE: 10 Olympic Lane
Dear Mr, Serwatka:
This is to notify you that the proposed septic plan for 10 Olympic Lane, dated 6/19/98 is missing
the following information:
I. Number of doses per day.
2. Calculation for emergency storage in the pump chamber,
3. Manual operating switch specified for the pump controls.
Please call if you have questions.
Sincerely,
Sandra Starr, R.S.
Health Administrator
Cc: Connie Ireland
W. Scott
File
LIOAR D OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 ;'TEAL T11 688-9540 PLANNING 688-9535
WA
376 Boybtma Street
'RwM6 MA 42116
Telephone(61 ,7 X004
Tiderm (61 7 700
Tdoceplor(611)247-5300
D.Bruce IFUnknmoEm,Jr.
Nem Goner
Xanmifer Y
Jc a
o stdaflued to pracdee in New York
yuuv 11, 1998
.ussell�o , sq .
Chesinut Gmon, Suite 65
565 Tuxmikc StrcmA
Worth Andam,MA 01845
Rte,: 10 Olympic,Lme,Nanh Andover,Mm sachuaort9
Dew ua
This 1 same to confinn the amngemmts am veqmftve obentc Vc MWOCI Into
regatAing the clo ' g oftho above-rckmmed p yes. The fbilowing Was bmn apead to:
1. The closing shall tAe place at 9.00=on June 26, 1998 at Ws office,
InsoW as the septW cyGtem has 'tom and mumsdi-'a not W=Ply with Tide
V,tho a=ouat of 15018 of the mnamt agreed upon by the P s shall he held in
eamw by you until the now system is instnUed aud Buyer is pro-videdwithavnIdtan
vornfimation W the new puscs in nmoWmwo mr+th ft Pm-hase and Sale
Agremont
3. Yaw c ' t 6hall pay the he the Lander it uhaxging xoy c ofS1,195,75 to e]1ow
elosft to go forward wIlh the e5crow arrmSement.
4. TbAx your client wM provide the Buyer in advance of Closing allowiug =00cat
e for the Lmder to mview amd approve,Ihe following tatiore_
(a) Copy of Envimmmtal impavftu x o t of the
septic ;
(h3 Copy of the on&emlng repo-it -flee septio
(c) Copy of the septic p d
1�U -';►,, 20:51 FAX 97813881582 R BO DNAR ES►
66/11/08 16.11 FAX 03
_ T �. -. 1�0 2/bd2
(d) Copy of an catimate-for the repaWreplacement of the septic syracm by a
llcenscd septic inAallev-
Kindly a6kriowledge yovz assent where. indicated and ret m a copy of this lets, via
acsi il�, to this office. Thm.)k you..
Vcxy truly yours,
GIYMAR'TIIvT&MZSW1V ONO, P.C.
Bar: - Qz�--—
la. Giimartin,Bsquir
Asserted to".
!Kuuell Bodnar, Esquire
CC: Je£ffey Goldman
John Lawrence
�r:wu.d--`tp .5tl A 'mA=yfooterWD4
PLAN REVIEW CHECKLIST
ADDRESS —ENGINEER J
GENERAL
3 COPIES STAMP LOCUS NORTH ARROW SCALE
CONTOURS PROFILE �(Sc) SECTION BENCHMARK SOIL &
PERCS . ELEVATIONS WETS . DISCLAIMER WELLS & WETS
WATERSHED? Ah) DRIVEWAY WATER LINE FDN DRAIN M&P
SCH40 -' TESTS CURRENT? SOIL EVAL
SEPTIC TANK
MIN 150OG t°° 17 INVERT DROP GARB. GRINDER4(2 comps +200)
10 ' TO FDN MANHOLE L-l",- ELEV GW /J # COMPS . GB
D-BOX
SIZE # LINES "3 FIRST 2 ' LEVEL STATEMENT
17
'9 " // (2" OR . 17 FT)
INLET'�i7 OUTLET (?7'5' TEE REQ'D?
LEACHING
MIN 440 GPD? RESERVE AREA 4 ' FROM PRIMARY ) 2% SLOPE
100 ' TO WETLANDS / -" 100 ' TO WELLS 4 ' TO S.H.GW
Q
20 ' TO FND & INTRCPTR DRAINS 400 ' TO SURFACE H2O SUPP
4 ' PERM. SOIL BELOW FACILITY MIN 12" COVER FILL? ( 15 '
BREAKOUT MET?
TRENCHES
MIN 440 gpd SLOPE (min . 005 or 6"/100 ' )_ SIDEWALL DIST. 3X EFF.
W OR D (MIN 61 )_ RESERVE BETWEEN TRENCHES? IN FILL? MUST
BE 101 MIN. 4" PEA STONE? VENT? (>3 ' COVER; LINES >501 )
BOT + SIDE - X LDNG = TOT
(L x W x #) (DxLx2x#) (G/ft2 )
Copyriqht 0 1994 by S.L. Starr
PITS
MIN 440 LEACHING MIN 1 ( 13 ' x16 ' ) PIT MANHOLE/PIT
GW MIN 4 ' BELOW BOTTOM EXC 2x EFF W OR D 12"-48" STONE
BOT + SIDE x LOAD = TOTAL
( L x W x #) ( 2x( L+W)xD x #) (G/ft2 )
CHAMBERS
MIN 440 LEACHING GW MIN 4" BELOW COVER >3 FT - VENT
MANHOLES 12"-48" STONE SPLASH PADS SLOPE . 005
BED^/TRENCH (Bed ma)< . 60 ' X 60 ' ) MIN 13 ' X 16 ' PIT
BOT + SIDE X LOAD = TOTAL
( L x W x # ) ( 2 x (L+W)xD x #) (G/ft2 )
FIELDS r (
MIN 440 GPD " 900 ft2 BED L--"�" �)
GW MIN�4 BELOW BOTTOM OF FIELD
PIPE ENDS JOINED? 4" PEA STONE? DIST LINE SLOPE . 005?
>°C ' COVER-VENT {= SCH 40 - MIN 12" COVER '
RATE '>^� ( �cr� X ,3,.) X 7� = TOTAL
L W LDG
DOSING TANKS AND PUMPS
DIMENSIONS X X = PUMP CAPACITY ) gpm
L W D Vol .
DISCHARGE SIZE DISCHARGE RATE DISCHARGE TIME
gpm
MANHOLES TO GRADE ALARM SEP . CIRC . GW (Min. 1 ' below
inlet) HWL C 3
LWL ° .�" CHECK VALVE BLEEDER HOLE MANUAL
..
OP . SWITCH, " � ENUF STORAGE? TDH �'""W'Mry WEIGHTED?
Copyright 0 1.996 by S.L. Starr