PP-53852'3J,y
F�
J
pES CORNER R D
LA
Af
NOTE: HIGH .VENT COORDI
NATE HIGH VENT LOCATION WITH OWNER
4 LOAM AND SEED ALL33.33 LINE OF ENVIRO-SEPTIC
CONTRACTOR TO COORDINATE LOCATION w ' DISTURBED AREAS '
INSTALL MAGNETIC TAPE WITHIN 12 FROM FINISHED GRADE ARROUND ALL BURIED 4 SCH 40 WENT W/ ASTM C-33 'SAND PIPE (TYP. OF 6 ®21 O.C.)
x OF CONTROL PANEL W/ OWNER LOW VENT
F.F.=33.22 QUICK DISCONNECT JUNCTION BOX i SYSTEM COMPONENTS TO ALLOW FOR FUTURE LOCATION WITH METAL -DETECTOR CHARCOAL FILTER CAP _ TITLE 5 SAND FlN S D GRADE0 L P 2 MIN.
O ENVIRO-SEPTIC * 4 BREAKOUT
N -,F-- w _ 33.33 UNE F \ ELEVATION
POWER CABLE AND ALARM CABLE I T
PUMP STAINLESS STEEL FLOAT BRACKET MIN 10 /MAX ,18 COVER OVER ENVIRO SEPTIC PIPE w »
w N PIPE OF 6 21 O.C. » ------------------------ '
_-. 24 � WATERTIGHT RISER. <� ) 24 ; • - .. w
CONDUITS TO CONTROL PANEL � 4 SCH 40 _ .
TWO(2) 1 »
O 1,o MIN . t.o
FINISH
ED GRADE
1.0
SET COVER AT 0 Fl _
�Q. FINISH GRADE PROVIDE 24 RISER T 5 SAND C 33 SAND
TITLE ASTM VENT MANIFOLD
w _ w r ' :•�. IMI � �. '. . �. ,._ ,.. ... MINE
Q• 9 MIN. 36 MAX 24 RISER TO WITHIN 6
a 1
LOCUS
FROM FINISH GRADE
. » » r NG CABLE
r STEEL ZJ 1 21 .C. w � AI ___ 8 21 O.C. 0
<c -==-------- --- - -. < BREAKOUT 6 ...
� EXISTING- 6 .. IYP ..
IX
P , w se ELEVATION .. ,. • .. .
4 C.I. VARI
= w EL>29.80
P P'VC t /
2 2 2 /
INv. 26.1 t 1
r 12 6 g e S-OX 0 IN. [28.75
P „ I \ 5.0 5.0
>IVD PVC » INV. EL _ -
Q S 2.OX MIN INV. EL 30.55 r > .. i . , .._..1 ._ . K 11.75
r _ 12 6 ./ '. -• 10.0 ---r�6 10.0. 1
1 _ - = 10.0---�r--3.'S3... -r _}�'�LDIG OVERDIG
L=16 _�
.0 1st---�------------------,�_..___....-____-•_------•>------
OVER
0 15 TYPICAL CROSS SECTION DETAIL PREBY S ENVIRO SEPTIC SYSTEM
14 ,r 2 GATE "VALVE ' � \ /
0 0 sroRAOE
z INV. ELEV. r•i
rX CAPAtXiY
INV. E L
N
H PIPE IN. 6 RUS ED
� 2 D lA. SQ R 2 1 M C
. 33.3
o
_
2 3.5 0
3
O -
STONE BASE
5.oSECTI
ON
2 3.75
INLET 35.3
S.A.S .A.S SE
INV. EL VIDE
`v PRO e-
CHECK
CHE ABOVE RDIG
TH DR ILL 1 4 HOLE OVE
RTMOU / `DA W
DES OVERDIG
do OUTLET - NOT TO SCALE
z eau. RAINBACK TO
VALVE TO ALLOW D 0 ..T D BOX o
w
'A
�' UTL>'
O
LNG _
r1
NT FREEZING FIELD
ELEV. PREVENT LEACHING �s 19.2o E BASE AND 5 FT AROUND THE I.EA
» _ REMOVE UNSUITABLE MATERIAL BELOW TH
EQUALIZERS REQUIRED IN OUTLETS
Q' 1Y 4 Q
O _ VALVE w PROXIMATELY XXX6 w
ELI:V. 18.87 2 VERTICAL VAL AREA UNTIL NATURALLY OCCURRING PERVIOUS MATERIAL IS FOUND, AP
� -INSULATE D-BOX WITH 2 CLOSED OBSERVATION PORT 4 SCH 40 PVC OBSERVATION PORT IN THE PIPE
BY THE BOH ENGINEER. LINES READ
MIN. 6 CRUSHED BELOW EXISTING GRADE, OR AS DIRECTED / BETWEEN U THREADED CAP
TANK
,. SUBMERSIBLE NON -CLOG SEWAGE CELL STYROFOAM
H2O _SEPTIC 6 CRUSHED -
ONE BASE PROPOSED .MIN TO FINISHED PROTECTIVE GEO TEXTILE
� VERTICAL DISCHARGE
MP WITH VE AT END -
ON E BASE
PUMP INSTALL `T BAFFLE
u
ST
GRADE P G E DRAPE
FABRIC
S.A.S. SIGN GROUNDWATER
(1 500 GAL) OF PRESSURED LINE. (ROTATE 90')
DE
HAMBER
FLOAT SWITCH PUMP H2O �: ®ELV.=2C.2 101
ALE CnrP') C� )
SI
TE LOC
US NOT To SC
\ \
00 GAL \ \ \ .\
SYSTEM PR
OFILE
FILE
SYSTEM SANG
NOT 0 SC
ALE
------------=---=-------- -- ----------------- ---
N T
T w.. .
U cn ON NOTES .:....
SOIL DATA
.4 SCH 40 PVC PIPE • .
A .
S FOR
OIL DATA .. _
THE CONTRACTOR SHALL MAK
E APPLICATIONS FOR AND
PAY ALL FEE 20 0 COVER .: .. ..
i
- SOIL EVALUATION do PERCOLATION TESTS PERFORMED ON ' LEGEND
I REQUIRED TO CONSTRUCT THIS PROJECT. OF 3
PERMITS Q � ) _
ON 11 19 07 BY ANDRE
TION TESTS PERFORMED / I I
ALUATION do PERGOLA /
SOIL EV WITNESSED BY CHRIS MICHAUD
Y JIM WALSH AND WITNES - PIPE -
ENGINEERING
CO.,AND WITNESSED BY CHRIS
4 24 01 B 4 SCH 40 PVC . ••
NAN EN CUW LINE .-�
SITE PREPARATION PIMENTEL FROM �YX'1 TREE -� -.' .
RESPONSIBLE FOR ALL SI TH BOARD OF HEALTH DRILL HOLE VENT ASSEMBLY
2. THE CONTRACTOR SHALL BE RESP FROM THE DARTMOU
F HEALTH
IUTIES - ICHAUD FROM THE DARTMOUTH BOARD 0 m \
FAC M \ > I '
TI OF THE PROJECT
R THE COMPLETE INSTALLATION NECESSARY FO
i
-
102
DURING CONSTRUCTION.TP O
_ TP � O1 rw� LANDSCAPED AREA _ ENV1R0 SEPTIC O
- TP Z » OHW .OVERHEAD WIRES
1 '* I
TP �a
' p 30.4/.� PIPE -
» r 0.9 ENVIRO SEPTIC PIPE
WITH 24.2 ���� i
COMPONENTS .ASSOCIATED WI 0 1
- _.-T
METHODS MATERIALS, AND COM / 27.6
3. ALL CONSTRUCTION 0 � _. ���'� - _ PROTECTIVE » 1.5 TO 2' ,INTO THE PIPE
A SANDY LOAM �,.9 SPOT ELEVATION
SAL SYSTEM SHALL BE IN A SANDY LOAM z
SUBSURFACE SEWAGE DISPOSAL -o- PICKET FENCE I _ 4 PERFORATED PVC PIPE
THE PROPOSED _ A do FlLL w GEO TEXTILE
Y LOAM
R
A SAND
310 CM 3 4 1----____--
.THE REQUIREMENTS OF 10 10YR ' 29.57 J___
CONFORMANCE WITH THE APPROVED PLANS, 8 t0YR3 4 30. 3
ALL LOCAL BOARD OF 6 10YR3 2 27.10 L - - - -
15 TITLE 5 OF THE STATE ENVIRONMENTAL CODE, AND FABRIC SLEVE
_ No � STONE BOUND --- x � � w
WAIVER HAS BEEN GRANTED. 1 B LOAMY SAND B LOAMY SA WIRE FEN
HEALTH REGULATIONS UNLESS A B-SANDY LOAM
" i " ERFORAnON� 8 -o INSPECTION PORTS
ENGINEERING » 72 18.20 33 1OYR4 6 22 OYR4 6 00o STONE WALL DRILL 1/4 f P 8 -6
4. ALL CHANGES TO THE PLAN MUST BE APPROVED BY CULLINAN ENGINE 24 10YR5 6 - o - WOOD RAIL FENCE AT LOW POINT TO DRAIN
OF HEALTH. C-FINE SAND C-FlNE SAND NOT TO SCALE
CO., INC., AND THE LOCAL BOARD p
_ 5.10 C-SAND CONDENSATION
C SAND
65 51 , TIUTY POLE ® TEST PIT LOCATION 1.000 GAL- H2O PUMP CHAMBER
2.5Y5 6 2.5Y5�8 uP U
SHALL BE WATERTIGHT 2.5Y8 4 /
5. ALL SYSTEM COMPONENTS, EXCEPT PERFORATED PIPING, 2.5Y5 4 /TP / _ SEWN SEAM
REMOTE VENT ( ) .
AS REQUIRED BY 310 CMR 15.22E »
PUMP CHAMBER AS MANUFACTURED BY J de R PRECAST
Q » WETLANDS
.60 »
48
23
- - - 26.23 - - - St 0 APPROVED EQUAL
`'25.4i 5 - - M NO. TK 1000H OR Q
65 - - - SI- ITEM
---�--- 0 SCALE
R APPROX
IMATE NOT T
� UNDERGROUND UTILITIES AND`STRUC TUBES ARE 6. THE LOCATION - - _ WETLAND FLAG
GUARANTEE THEIR ACCURACY OR THAT ALL „ ,
wF Ss PERFORATIONS
ONLY. THE ENGINEER DOES NOT GU N E
MOIRES ®48 MOTTLES. /
THE. CONTRACTOR -CAST C O ETC BETE TANK ' COARSE PIASTIc F1BE
UTIUTIES AND SUBSURFACE STRUCTURES ARE SHOWN. PRE
VARIEGATED
» »
E UTILITIES AND 0
T. ELEVATIONS OF THE .MOTTLES ®5 SKIMMERS
VERIFY SIZE LOCATION AND INVERT E MOTTLES ®s5
SHALL VE w » UP NOT TO SCALE
START OF CONSTRUCTION. ANY COLORS. 24 TO
48
RES AS REQUIRED PRIOR TO THE STA PERC RATE NIP 9
STRUCTURES, pERC RATE: 2MPI / 367 224A
# / _
DISCREPANCIES WITH RECORD DATA SHALL BE REPORTED TO THE ENGINEER PERC RATE. 2 UPI » " WEEPING: 'N F BENCH MARK GEo-TEXTILE FABRIC
D TO CONTACT DIG SAFE WEEPING: 96 WEEPING. 95 %
IMMEDIATELY. THE CONTRACTOR IS CAUTIONED WEEPING. 96
„ w x TOP OF NORTHWEST �� „
2 .73 8
20
G. 96 3 STANDIN
G. 6 » 21.40 80 P
- 88 344-7233 72 HOURS BEFORE DIGGING. w STANDING. 9 114 CORNER OF BOTTOM STEP
(1 8 ) 14.20
12 17sa 1 ,�
•_ N.G.V.D. 1929 „
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO COORDINATE HIS
)
WAY do UTILITY DEPARTMENTS. / 'CROSS SECTION
WORK WITH THE APPROPRIATE HIGHWAY .� 12
38 37 .� .-•-•' i ---/' -----I (NOT TO SCALE}
EXISTING AND NEWLY INSTALLED UTILITIES IN W
TOR SHALL MAINTAIN ` ALL
8. CONTRACTOR
GOOD WORKING ORDER AND SHALL
PROTECT THEM FROM DAMAGE AT ALL TIMES
`3
UNTIL THE WORK IS COMPLETED AND ACCEPTED BY THE OWNER. DESIGN CAL CULA nONS 6
36 SU� �N P. S IRA � i LOW VENT 36� I \�, �7 I
x x I - 1 EXTERIOR RIDGES
9. ELECTRIC, GAS, TELEPHONE, AND CABLE TELEVISION UTILITY CONNECTION S AND
i ,
SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF
REGULATIONS USED 20' i INSPECTION PORT 35a�62•� I I-----------�
10 CMR 15.00 TITLE 5 \� M 8 L 60 MAP-�:Og"t _ 35 ® CORRUGATED PLASTIC PIPE
THE RESPECTIVE UTILITY. STATE. 3 35
AR OF HEALTH x jy1'14 P..
MUNINCIPAL LOCAL BOARD
� sal _ _- tit• PLAN VIEW ENVIRO-SEPTIC US PATENTS 5,954,451;
UTILIZE ALL MEASURES AND MATERIALS NECESSARY ' ESTABLISHMENT- 4 BEDROOM RESIDENCE
10. THE CONTRACTOR SHALL TYPE OF ESTABU UP X i 34
PROPERTIES AT THE SITE 35 �' 5-OUTLET D-BOX AS MANUFACTURED BY 5,606.786 CANADIAN PATENT 2,185,087;
TO ENSURE THE SAFETY OF ALL PERSONS AND _�
. 367 224S �•" � _ �' t _ 33 _ OTHER PATENTS PENDING
CONFORM TO CURRENT OSHA EL O # / o -RETAINING. i J & R PRECAST MODEL DB 5,
DURING CONSTRUCTION. ALL EXCAVATIONS SHALL C DESIGN FLO 24
BDRM - 440 GPD ELM TREE WALHI t STANDARD, OR APPROVED EQUAL
STANDARDS. 4 BEDROOMS x" 110 GPD/ � / WALL ,3Z
" MAINTAINED WHENEVER oAK / VEN ' O
11. A MINIMUM OF 18 VERTICAL CLEARANCE SHALL BE SEPTIC TANK
PASS BELOW WATER MAINS OR DRAIN LINES. OTHERWISE, 14• \vEWA� N __ 3 ® DISTRIBUTION BOX ENVIRO-SEPTIC LEACHING SYSTEM
SANITARY SEWERS 100% x DESIGN FLOW - 440 GPD
WATER SERVICE, DRAIN LINES AND SEWER LINES SHALL BE CAREFULLY ENCASED 80 GPD OAK pR / X\S� 1
POINT. 200% x DESIGN FLOW = 8 ,�..� .� NOT TO SCALE
IN CONCRETE FOR A MINIMUM OF TEN (10) FEET FROM THE CROSSINGSEPTIC TANK 1s" 16" 34 3 30 l 2ss BPRN NOT TO SCALE
WHERE SEWER LINES PASS ABOVE WATER OR DRAIN LINES, THEY SHALL ALL BE USE 1,500 GALS '
OAK OAK �' RQV��•' � �$1: � �
ENCASED IN CONCRETE REGARDLESS OF CLEARANCE EA��
St7F OF LEACHING FACILITY �--� /, ' +,� PG � 29 �• S
PERCOLATION RATE = 2 MPI -`�\� zEXISTING AEI. 51559 NG GPR 29 2s.s ®• H ALE -
a p`lB
CRETE STRUCTURES LT.A,R. = 0.74 GAL/DAY/S.F. -595 S.F. ./ �' SEWER l,, =26.1 t O EX�S� R`(W �ROpOSE� , , TOP VIEW SIDE VIEW END VIEW
CON S-co ,
= 0.74 GPD S.F. / / 2 2g w
REQ. LEACHING AREA 440 GPD/ / O � gp
CHAMBERS, AND DISTRIBUTION 600 S.F. MIN. /
TIC TANKS GREASE .TRAPS, DOSING CHAM '`
1. ALL SEPTIC � pr1E gas <.\p� 7 BY LEVEL
A LEVEL STABLE BASE 51 2
TRUE TO GRADE ON �\ / p ,
BOXES SHALL BE SET LEVEL AND *
n - SYSTEM_ l E IPE ® ® ® "' C PIPE
If
WHICH HAS BEEN MECHANI
CALLY COMPACTED. IF THE COMPONENT IS PLACED ' 1 FArHIhG FIELD DESIGN PRESBY p/ PP
20 N 26 � 4 PV
> _ FT G o I ON 35 1.75' -
AND TO - _ 200 FT USE 6x33.33 LINES 200 r1
IN FILL, PROPER COMPACTION IS REQUIRED TO ENSURE STABILITYENVIRO SEPTIC PIPE , , x oAR L� s2.7 8.4
LL. „ 31.2 � E `. I
t3
B
5 PTIC
T V`IE 5 ENVIRO E
- SE IS ADEQUATE IF THE COMPONENT _ MIN. USE 2t r'
NT SETTLING. A 6 INCH STONE BA PIPE SPACING 21 �
PREVENT ==.,q �� ' 2 ENVIRO SEPTIC
G C.O. _ _
8
\`� 2 r r
PIPE
PIP
ND.
>a W E
GROUND. SF MIN. � ON NATIVE F 360 SF 400
IS PLACED OX x 600 S 2;-
LEACHING AREA REQ. 6 -n S `( 2s.1 O � 1 LEA \ .2 2 4 i t I 90
» X OR � 3 � CONNECT TO EXISTI G ® 2
= E
E
S WF
730
S F > 400 S F OK N45.2
x11.75 415 S -n -
P .33 '(P1 ._._
LEACHING AREA PRO 35 2 w�
BOSSED WITH A SEAL STATING THAT FD P $ 7.s SEWER. PROVIDE C.0 ® E
Z. ALL CONCRETE STRUCTURES ARE 70 EMBOSSED _ 3.89 � F 0 0 5 A=5,Z73 S.F.
2s. 0 R P 2
RES P 5 K
CONCRETE STRUCTURES x
ANY CONCR 0 CONNECTION
STANDARD C 1227 93. GR �lllc OFFSET ADAPTER
THEY MEET ASTM STAND * DATED s peL '\ \\�- \
EP APPROVAL FOR REMEDIAL USE 1 \\ M R OFFSET ADAPTER
D PER D sos 1; `3 I BE CONVEYED TO " pl
PLACED WITHOUT THIS SEAL WILL BE REJECTED. 007 3os BIRCH W E\. sa.9
NOVEMBER 21, 2005 AND REVISED ON DULY 11, 2 � Sg 4 PVC PE
LA Rv 1 500 GAL H2O `�� R w _»
v _ ,� SANDRA SILVEI A DO NOT INSERT PVC PIPE MORE THAN
� 92 � 90
AND 1 Ac ® w
i SHALL CONSIST OF S 1 O. ` 22
EACH CONCRETE STRUCTURE c0
ACKFILL AROUND E x SEPTIC TANK -50 •
3. THE B 2 % WF OFFSET ADAPTER 4 INTO OFFSET ADAPTER
IS FROZEN EARTH AND DQ�1dS 3. F�') ♦ TREE tit
RAVEL OR SELECT FILL FREE OF ORGANIC DEBRIS,
CF-21.2 GAL
KFlC SHALL BE 0218 SFx7.48 I AC.
S OR COBBLES OVER 3 INCHES IN SIZE. ALL BAC 2 PIPE VOL 130 x0. GAL-/
STONE �( ) ,
p 0 P t
NT SETTLEMENT AND THE CREATION 0 _ t = 202.0 GAL DOSE 0 S T T�
PROPERLY COMPACTED TO PREVENT DOSE VOLUME 180.8 + 2 .2 / UP v.s R\ R ♦ I" RAISED CONNECTION
VOIDS. Y . 440 GPD 180.8 GAL DOSE.- 2.4 DOSES/DAY 30 3t5 7
DOSES PER DAY / / 36 224 5�• P`� ♦ NOT TO SCALE
A R ch
t.
4.7
G
♦
4 9 t el .5
02 48 8.0 x �
x 2 IN FT HT 12 )� E HEIGHT- /(
GASKET AND DOS ( I7 ) \,
CONCRETE RISERS TO BE INSTALLED WITH ARUBBER / »
4. PRECAST CO Z ,000 GAL H2O S\ '�
440 .48 C 8 x4.5 19.6 , USE 24 7.7 ♦ `V
CONCRETE GROUT TO ENSURE WATERTIGHT
SEAL 24 HR. STORAGE 121N�FTx[( GAL/7 GAL/ F)/ '] � ,
4 GPM OUT.< 20 GPM OUT, OK n EXISTING s� s PUMP CHAMBER p�
FLOW PER OUTLET- 29 , GPM/2 OUTLETS 14.5 / / G yy /
SHALLO �--
o RET
AINING ENURO-SEPTIC SYSTEM NOTES MOTE. stsrEc Has xa� R DESIGNED FOR USE WITH t1 ♦ '/
WALL � / ♦S >x ' '
A GARBAGE GRINDER.
DESIGN AND Ui
1. SYSTEM TO BE INSTALLED IN ACCORDANCE WITH PRODUCT 36 OQ SB
R
Q
ATE AND LOCAL REGULATIONS. FOR PRODUCT
INSTAUJITION MANUAL. STATE MAPLE ♦ + • (End)
INC.
d
NTA w
R CONTACT PRESBY ENVIRONMENTAL, N OR THE NEAREST DEALER 27.5
INFORMATION g •(
EXISTING 6 ti a
N
17 - PO BOX 617 SUGAR HILL, NH 03585 -PHONE SEWAGE PUMP
ROUTE 1 � MAPLE TO / ♦ `�'� O .yl
.PRESBYEN VIRONMENTALCOM
1 800-473 5298 WWW 8
REM 2 WF 5-------------------_---
- �- ' �.
- AGE. PUMP _ .2� OS
� � •►p (- -1
MYERS SRM4 NON CLOG SUBMERSIBLE SEW/
r PASSING A 1 • THE PUMP SHALL BE A � OF MEDIUM TO COARSE SAND WITH LESS THAN 2X
2. MINIMUM 6 29 - ♦ „. I i
CIRCUMFERENCE OF ENVIRO-SEPTIC PIPES. ABLE OF DELIVERING 29 GPM 0 15 T.D.H.. THE PUMP MOTOR SHALL BE •v ,� 20 +n COVER
�' 200 SIEVE REQUIRED AROUND CiRCU CAP „
CERTIFICATION TO 2 SPHERICAL I TYP. OF 3
INSTALLER MUST PROVIDE. SIEVE ANALYSIS OR ASTM C33 CER - 0.4 H.P., SINGLE PHASE SERVICE AND CAPABLE OF PASSING � a+ ♦ •
o
• 1 ( ) i
UAL FOR COMPLETE SAND
DESIGN AND INSTALLATION MAN p,Y
THE BOARD. (SEE DESI SOLIDS. - W � ' I - -- � -- � - � i •
t� �, � pRIVE �- r o
L / / I
VE ce I \
AND FILL SPECIFICATIONS.)
ONS. \ A \ \
WITH GUIDE RAILS BALL \ ��•► o, --- _ { � l 1
2. THE PUMP MANUFACTURER SHALL SUPPLY 1 PUMP ,
� �• (End) �n i I co
INSTALLER ADVISED TO CONTACT DIG SAFE PRIOR TO CONSTRUCTION. NECESSARY MOUNTING LOT
3• VALVES, FLOAT SWITCHES, LIFTING CHAINS, AND ALL NECE � auNiPE1z �O I
i
WELL INSTALLATION 'n
TION INSIDE THE WET_
HARDWARE FOR COMPLETE INSTALLATION S.F.
DO NOT INSTALL SYSTEM ON FROZEN GROUND OR LEA
VE SYSTEM UNCOVERED. HAAREA-22 1
4. ACCORDANCE WITH .THE � VA / ' I i
FOR EXTENDED PERIODS OF TIME. OF THE PUMP AND CONTROL WIRING SHALL BE IN ACCORDAN Ste, v 4. 53
TIONS. c1s 0.51 CRES ::
MANUFACTURERS SPECIFICATIONS.
]_ I _________ ________J BOARD OF HEALTH STAMPS
I HOT TUBS SAUNAS GARBAGE DISPOSALS
OSALS ETC.. SHALL BE
NO DRAINS, , AP 28 6 +�1
5. � N F
UNLESS OTHERWISE SPECIFIED.
TED INTO THIS SYSTEM U n °� kti INCORPORATED 6 w
OTS 61 & 62
ti OBERT B. SMITH JR.
.1tJlc.
ti R 10 -o
CONTROL PANEL /
MAINTENANCE. RECOMMEND INSPECTION OF SEPTIC TANKS AT LEAST ONCE
6. PUMP c� 1'`
OF SLUDGE AND SCUM v
EVERY TWO YEARS AND CLEAN IF COMBINED THICKNESS�3.
�•,� v�nLLow MAP 28 LOT 63 10 6
AN 1 4 OF THE LIQUID DEPTH INSIDE THE TANK.. 1. SIMPLEX CONTROL PANEL SHALL BE PANEL QC II WITH
as
.EQUALS MORE THAN / '
STANDARD OPTIONS MO
UNTED IN NEMA 1R ENCLOSURE
O OAK
• 1,500 G H2O SEPTIC TANK ,
C
DENT DISPOSAL
SYSTEM PERFORMANCE
R THE CONSTRUCTION OF THE EFFLUENT THIS DOCUMENT IS FOR OPTIONAL COMPONENTS.
7. WffH THE FOLLOWING OPTI � � SEPTIC TANK AS MANUFACTURED BY J & R PRECAST ITEM 9 8 ZnQs
SYSTEM SHOWN.' ANYONE USING INFORMATION FROM THIS DOCUMENT FOR ANY
OTHER PURPOSE DO
ES SO AT THEIR OWN RISK.
A.) PUMP RUN INDICATOR AND RUNNING TIME METER
8. SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH ENV WS 1000. FOR THE PUMP.
"APPROVAL FOR CONSTRUCTION" IS VAUD FOR 4 YEARS FROM DATE OF ISSUE. :
B.) PANEL MOUNTED ALARM LIGHT.
g, NO PRODUCT SUBSTITUTIONS PERMITTED WITHOUT PRIOR APPROVAL OF
DESIGNER.
ITCH (TEST -OFF -AUTO . C. ALARM .TEST SW )
d -54 NO. TK-1500H OR APPROVED EQUAL
� 2N 0 10 20 40 0
PRE CAST CONCRETE TANK DA RT
M 0 UTH
28*
Cif . E
PINE
SCALE• 0 FEET
:
1 INCH 2
$.
E NOTE
ED UL
CnON SCH40
INSPE
CONS nON 2. ALL CONTROL PANEL EQUIPMENT AND OPTIONS SHALL BE APPROVED BY THE
s P.E. STAMP
COMPLIANCE FROM THE BOARD OF HEALTH THE T T C� A T SYSTEM
� V �T 1
1. TO OBTAIN I CERTIFICATE OF cOMPu ENGINEER PRIOR TO FABRICATION AND SHIPMENT. -�_:7 o 1. THE SITE IS SHOWN ON THE TOWN OF DARTMOUTH ASSESSORS MAP 28 AS LOTS 61 AND 62. THE LOCUS SUBSURFACE SEWAGE DISPOSAL S 1 S 1 EM
FOLLOWING INSPECTIONS BY THE ENGINEER AND THE LOCAL BOARD OF '� p ,,c�'
_ � DEED IS RECORDED AT THE BRISTOL COUNTY REGISTRY OF DEEDS (S.D.) IN BOOK 5013, PAGE 198, THE P�ZH OF Mgss
HEALTH MUST BE MADE ALONG WITH THE COMPLETION OF AN AS BUILT PLAN. ALARM CIRCUIT SHALL BE INDEPENDENT OF THE PUMP POWER CIRCUIT AND n o .e`\' RA. `� 9c -
3, 1N WET WELL oZ G TI, �, CURRENT OWNER OF RECORD IS SANDRA SILVEI �� y� OWNED. SANDRA SILVEIRA
SHALL BE ACTIVATED BY HIGH WATER LEVEL HIGH VENT h
o KENNETH W.
MATERIAL. BUILDING n v �' R,
A. EXCAVATION OF UNSUITABLE M L.
4 INFORMATION HAS BEEN COMPILED FROM AN ACTUAL ON THE GROUND SURVEY PERFORMED BY � HODGSONJR.
BACKFI EXTERIOR 2. TOPOGRAPHIC INFORM o ASSESSORS MAP & LOT: " MAP 28 LOTS 61 & 62
B. PLACEMENT OF CLEAN SAND LL. WALL x -55 CUWNAN ENGINEERING CO., INC. ON MAY 2, 2007. No. 28810 '
OF ALL SYSTEM COMPONENTS. 'ALL COMPONENTS MUST
C. INSTALLATION 2s.5 < CIVIL
TALLED AND EXPOSED FOR INSPECTION AND PREPARATION OF
BE INS ,� �.
AN As .BUILT PLAN.... BUOYANCY CAL CULA TION
3. ELEVATIONS ARE REFERENCED TO N.G.V.D. OF 1929. y 9 G/STEP O �, STREET LOCATION: 1192 RUSSELLS MILLS ROAD
� F
FFs DARTMOUTH, `MA
VARIANCES REQUESTED 1,500 GAL. SEPTIC TANK:
10' -ABOVE 4. WETLAND RESOURCE AREAS SHOWN HEREON WERE DELINEATED BY WETLANDS AND COASTAL CONSULTANTS, S� N
LOW VENT INC. ON MARCH 12 do 25, 2003 AND LOCATED BY CUWNAN ENGINEERING CO., INC. BETWEEN MARCH 13 & InNAN9,
(cqaEN%NMlNGDWN.
DES. BY: AMP SCALE: 1 "_ 20'
ERSUANT TO THE PROVISIONS OF 310 CMR 15:402 WE REQUEST A L.BS 12' MIN. ACEDe 25, 2003.1. P TANK WEIGHT. 11.670 � �
VARIANCE FROM 310 CMR 15:212.1a, TO ALLOW FOR A REDUCTION OF 2 : 120 PCF x 10.5 x 6 x 0.75 (COVER) = 5,670 LBS ® 4
BOTTOM OF THE SAS. TO THE SOIL WEIGHT as.s o
IN THE SEPARATION BETWEEN THE RD FORCES: 11 670 + 5,670 17,340 LBS 5. THE SITE IS NOT LOCATED WITHIN ANY FLOOD HAZARD AREAS AS DETERMINED FROM THE TOWN OF TOTAL DOWNWA UP. \ OOD INSURANCE RATE MAP COMMUNITY -PANEL NUMBER 250051 0021 D (MAP REVISED JULY P.L.S. STAMP BY: AMP
MAXIMUM GROUNDWATER ELEVATION. = 11,794 LBS
BUOYANCY FORCE: 62.4 PCF x 3 (SUBMERGED) x 10.5 x 6 4. SCH-40 �367/225 �'� DARTMOUTH FL
1 .211 SETBACK 4 _ 1.47 r /; �� 3, 1985) AND COMMUNITY -PANEL NUMBER 250051 0020 C (MAP REVISED JULY 3, 1985). AtltltlNN • tletlTON • LANNYILLN , YAtltlAOMtlNNTT•
2. REQUEST THE BOARD WANE THE REQUIRED 310 CMR 5 SAFETY FACTOR. 17,340/11,79 (� PVC PIPE
DISTANCE BETWEEN THE LEACHING FIELD AND A CRAWL SPACE OF 20 4W µsin 9 , µ 1. � mso� eoo -e9n nun CHK. BY: KWH SHEET 1 OF 1
TO D-BOX -6. EXISTING UTILITY LINES SHOWN ON THIS DRAWING ARE FROM AVAILABLE INFORMATION AND ARE APPROXIMATE 10 ATM" ' ' A7L O
AND ALLOW 7'. 1,000 GAL PUMP CHAMBER: �o w orate `� w� maa eas FAX eoep►s-�ca
, LOCATIONS. THERE MAY BE EXISTING LINES OTHER THAN THOSE INDICATED. CUWNAN ENGINEERING. CO., INC.
3. REQUEST THE BOARD WANE THE REQUIRED 31
0 CMR 15.211 SETBACK ASSUMES NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY DISTANCE BETWEEN THE SAS. AND A PROPERTY LI
NE OF 10 AND ALLOW 8.0,. TANK WEIGHT: 8,765 LBS -''- SHOWN. BEFORE PLANNING FUTURE CONNECTIONS, THE PROPER PUBLIC UTIUTY ENGINEERING DEPARTMENT
' = 3 825 L DATE: FEBRUARY 15 2008 FILE N0: 20730026SEW-R1
SOIL WEIGHT: 120 PCF x 8.5 x 5 x 0.75 (COVER) .,QS SHOULD BE CONSULTED.
> LBs HIGH VENT CONTACT PERSON: ANDRE PIMENTEL - PRESBY ENVIROMENTAL
E REQUIRED LOCAL 100 SETBACK DISTANCE TOTAL DOWNWARD FORCES. 8,765 + 3,825 12,590
4. REQUEST THE SAS. WANE 1H , NOT CONSTITUTE A CERTIFICATION OF TITLE TO THE CERTIFICATE NO.'`4665MAES
• 4 PCF x 3 SUBMERGED x 8.5 x 5 - `7 956E BSSI7. THIS PLAN AND .THE ACCOMPANYING CERTIFICATIONS DO
BETWEEN THE SAS. AND A WETLAND, AND ALOW 43 . BUOYANCY FORCE. 62. 3'(SUBMERGED) • NOT TO `SCALE
, _ PROPERTY DISPLAYED HEREON. THE OWNER OF LOCUS AND ABUTTING PROPERTIES ARE SHOWN ACCORDING
FACTOR. 12,590 ,956 - 1.58'
SAFETY /7 ADDRESS: 10 RIVERSIDE DRIVE, LAKEVILLE,` MA.
TO CURRENT -.TOWN ASSESSORS RECORDS.
TEL: c 508 946-9911
0
DISCHARGE
(GPM)
TDH <
(FT) :
RUN TIME
(MIN)
25
13.8
8.1
30
15.2
6.7
35
16.7 :
5.8