HomeMy WebLinkAboutEnginneered Plans - 2017DEEPOBSERVATION HOLE LOGS
NO . -..SCALE
DEEP OBSERVATION HOLE 1 EL = 17.79±..
U6E OF, E -STS, OCTOBER 5, 2017
DEPTH FROM
SURFACE
SOIL
HORIZON_
SOIL
TEXTURE
SOIL COLOR
UNSE11.)
SOIL
MOTTLING`
OTHER.
72"
FILL
---
---
I 2OO
3" ASPHALT,
=�F71111117771111111117
HARDENING,
�a
Ei SING D -SOX&
LOAMY SAND
7t 150"
c
SAND
10 YR6
NONE
LOOSE, FINE TO
L4! OONTROL PANEL
5--
MEDIUM SAND
PERCOLATION RATE : ASSUMED LESS. THAN 2 MINUTES. PER INCH
DROP IN THE C HORIZON IN DOH # 1 AND
DOH #2
WITNESSED BY JOHN G. SCHNAIBLE, CEC
AMY VON HONE, HEALTH AGENT
NO GROUNDWATER ENCOUNTERED
NO GROUNDWAM
ENCOUNTERED
)I F - 2 _11 - =_l 7 o+
DEPTH FROM
SURFACE
SOIL
HORIZON
SOIL
TEXTURE
SOIL COLOR
(MUNSLLL)
SOIL
MOTTLING
OTHER
O" - .72#0
FILL
L4
100
Oo
0%-20%
I 2OO
37 ASPHALT,
=�F71111117771111111117
HARDENING,
�a
Ei SING D -SOX&
LOAMY SAND
7e - 138
C
SAND,
10 YR 7/6
NONE
Loosi:; FINE,. TO
L4! OONTROL PANEL
5--
MEDIUM SAND
DES16N CALCULA TIONS
ffi��wz
S YS TEM 3
QUIGN FLOW: UNIT 1. GYM 44 LOCKERS X 20. GPD/LOCKER = 880 GPD
UNIT 2 RETAIL.- .8,55.5 S.F. X 50 GPD/1,000 S.F. = 428
GPD
1978 CODE
U IT 3 RETAIL S.F. X 59 �ffl,6100. SE = 4-30 GPD
TOTAL DAILY FLOW = 1,738 GPD r.
sEp-,nc TANK REQUIREMENTS-
FIRSTSEPTIC TANK 1,738 GOD X (200%)- 3,476 GPD - 7,000 GAL. SEPTIC. TANK PROVIDED
SECOND SEPTIC TANK 1138 GPD X (1007.) = 1,738 GPD - USE 2,500 GAL SEPTIC TANK
.PUMP CHAMBER: REQUIREMEHM
1,738 GALLONS ABOVE ALARM , LEVEL
.521 GALLONS DOSE, INCLUDES ALLOWANCE FOR PIPE VOLUME
1.436% GALLONS SUMP
�3,695 GALLONS,REQD
PROVIDE. 4.000 GALLON PUMP CHAMBER
APPROX.
LOCATION
SOIL AaSO REQUIREMENTS: :.OF WATER
ONE (1) LEACHING FIELD CAN LEACH: LINE
A = (40' x 1.00) X .74 =,21960 GPD > 1,738 GPD
PROVIDE ONE (1) - 0-01 x 100'-0"W x 1 D PRESSURE DOSED LEACHING FIELD
HYiiRANT
WI&W- ONE I 41YL x f0VW x 1" D LEACHING FIELD Vt = 2,960 GPD > 11738 GPD REQ'D.
ONE 1 40AL
GTIC AR'(
.0)ONE� 1 00 GL: PUMP CHMBE(1-1-20)I is.
RETAft ONE 1 7,000 GAL. SEPTIC TANK
NOTES
1 GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN.
THE INSTALLER IS RESPONSIBLE FCR ASSURING THAT COMPONENTS OF THE SEWAGE DISPOSAL SYSTEM ARE
DESIGNED WITH: SUFFICIENT STRENGTH. TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY COMPONENT
OF THE SYSTEM SUBJECT TO VEHICULAR, TRAFFIC SHALL COMPLY WITH A MINIMUM STANDARD OF
A.A.S.H.T.O. H-20 WHEEL LOADS.
3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER SHALL 'VERIFY EXISTING
CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DISCREPMCIES. TO THE DESIGN
.ENGINEER...
4) . ALL GRAVITY SEWER PIPE SHALL, BE 6" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM .SLOPE
OF 6" DIA. SCM 40,. PVC. SHALL BE .0.01 FT/FT.
5) NO PART OF'TlilS.QESIGN SHAH BE ALTERED WITHOUTPRIOR APPROVAL FROM THE DESIGN ENGINEER AND
THE AGENT OF THE LOCAL BOARD OFHEALTH. ALL REQUESTS. FOR CHANGES SHALL BE MADE IN WRITING
PRIOR TO CONSTRUCTION.
6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE APPROVED IF THE USE
OF THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN.
THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UTILITIES. PRIOR TO
EXCAVATION, AND SHALL . PROTECT UTILITIES WITHIN 'THE WORK: AREA DURING CONSTRUCTION.
8) THE EXISTINQ DISTRIBUTION BOX AND. LEACHING. GALLERY FOR SYSTEM 3 SHALL. BE PUMPED, FILLED WITH
SAND, MD. ABANDONED; .OR SHALL BE REMOVED. WITH SURROUNDING CONTAMINATED SOILS AND BACKFILLED LJ
WITH CLEAN, COARSE SAND.
:9) ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC. MARKING 'TAPE .OR A COMPARABLE MEANS IN
ORDER TO LOCATE THEM ONCE. BURIED.
.10). REMAINDER OF BUILDING: SERVED BY OTHER SEWAGE DISPOSAL SYSTEMS (TO REMAIN)
11) EXISTING PAVEMENT TO BE SAWCUT WITHIN ALL. AREAS OF WORKAND REPAIRED AS SHOWN WITHIN DETAIL
ON SHEET C2,41.
12) ALL WATER FIXTURES TO BE WATER TESTED BY CONTRACTOR TO VERIFY ALL SEWER EXIT LOCATIONS PRIOR
:TO INSTALLATION '017 ANY SYSTEM COMPONENTS.
1.3) REMOVE UNSUITABLE MATERIAL WITHIN V. OF LEACHING FIELD DOWN TO *Cm HORIZON. AS. SHOWN IN DOH.
#1
#2 AND REPLACE WITH SAND FILL IN ACCORDANCE WITH NOTE #14 TO TOP OF STONE ELEVATION.
TIE14)
MATERIAL FOR SYSTEMS CONSTRUCTEDIN FILL SHALL BE CLEAN GRANULAR SAND, FREE Or ORGANIC
MATTER AND OTHER DELETERIOUS, MATERIALS.. THE SAND. SHALL BE GRADED SUCH 'THAT. NOT MORE . THAN
OF THE SAMPLE
BY'WEIGHTSHALL BE .RETAINED ON THEA
4 SIEVE. THE FILL SHALL NOT CONTAIN
MATERIAL LARGER THAN 2 INCHES. BE ULM& IHAI 255ES ]BE #A SIEE SHALL MEET THE
FOLLOWING GRADATION REQUIREMENTS,
:SIEVE
PERCENT
SIZE
PASSING
L. . ........
10070
50
10%_100%
L4
100
Oo
0%-20%
I 2OO
07w_5%
ESTIMATED .HIGH GROUNDWATER CALCULATION
{USES/CCC METHOD) N/A
INDEX WELL. ZONE:
DATE OF READING: DEPTH TO GROUNDWATER:
GROUNDWATER LEVEL ADJUSTMENT:
ACTUAL GROUNDWATER LEVEL 0 SITE: EL=-.
ESTIMATED (MAX.) HIGH GROUNDWATER LEVEL:- EL=-
GYM
T
FIRST IMOR
01=2U
OF" PARUNG LOT
N PROP. 2,5W GAL
SEPTIC TANK (H-20)
JAP,K-
0044
�E1)PAv
T OFWENSM NO
. .. .....
PROP. 4,000 GAL
PUMP OiAMBER
(11-20)
si A CE
0
f -UMTS 2 &3
n
L. . ........
. . .
F
EXISTING 7.000 GAL
=�F71111117771111111117
GYM
T
FIRST IMOR
01=2U
OF" PARUNG LOT
N PROP. 2,5W GAL
SEPTIC TANK (H-20)
JAP,K-
0044
�E1)PAv
T OFWENSM NO
. .. .....
PROP. 4,000 GAL
PUMP OiAMBER
(11-20)
si A CE
0
f -UMTS 2 &3
n
L. . ........
. . .
EXISTING 7.000 GAL
-7aSEm PIC TANK TO RE AN
�a
Ei SING D -SOX&
I
LEACHING GAUDY
(SEE MOTE 8)
1;QY
AI
L4! OONTROL PANEL
5--
- __ — , �. 6 _." _.— _ _ _
PLAN
RETAIL
SPACE
I inch —_ 30 fL
NOTES:
• THIS AREA IS SERVED. BY TOWN WATER
SITE.IS NOT WITHIN A ZONE if
RECEIVED S.CALE
AS NOTED
NOV 2 2017 DRA WING HLE.
C12418-X.ding
HEALTH DEPT DATE
1040-2011
:DRAWN BY
WIDTH AND SLOPE VARIES.
(SEE :SITE PLANS)
6" MIN. °I " BITUMINOUS SURFACECOURSE CLASS'1. TYPE -1-41 fi" MIN.
2`BITUMINOUS-BINDER-COURSE
1, TYPE I-1
12" PROCESSED GRAM.:BASE COURSE �
' ° 9 90, (COMPACTED 957 'DRY DENSITY AASHTO TEST METHOD C) 0 ' 6
(LASS. SPEC. M1.03.1)
"s c 0.1
n`W
COMPACTED SUBGRADE
CRETE VA
NOT TO SCALE
SUBGRADE'
tea°
--- - COMMON Fiis-COMPACT TO 957..
} I MAX. DRY, DENSITY UNDER. ROADS
& E}RIVcVIAYS& 90% MAX. DRY
DENSITY ELSEWFIERE
--- CLEAN SAND FILL PLACED
*-" .-- &: TAMPED: BY HAND
3EDDING: _ DIA
PARIES 1/2. ..PIPE: DIA. HAUNCiiING AREA
6" IN EARTH
12" :IN ROCK
12 TYP. 120 TPP.
UNDISTURBED FIRM MATERIAL
GLNERAL N
1, FINISH MADE MATERIAL VARIES (SEE .SITE. PLAN!)
2, COMPACT SOIL IN HAUNCHING ZONE TO 85% MAX DRY DENSITY.,
U TIL.I TY TRENCH
NOT TO SCALE
i
I
i
I
pi
1) PUMPS SHALL. BE CAPABLE. OF PUMPING 235 GPM 0 20' TDH,. PROPOSED
DOSE = 521 GALLONS (INCLUDES ALLOWANCE FOR PIPE VOLUMES). INSTALL
MYERS 3WHV SUBMERSIBLE SEWAGE PUMPS, 2 HP, SINGLE PHASE, 6.00
INCH 1MPELLER OR APPROVED EQUAL (OTHER ACCEPTABLE MANUFACTURERS
INCLUDE HOMA. PUMP 7ECI- OLOGY AND I'LYG7)<
2) CONTROLS ARE TO BE FOR A DUPLEX ALTERNATING SYSTEM.
3) FORCE MAINS TO BE 3" DIA. "SCHEDULE 40 PVC PRESSURE PIKE WITH A.
MIN. OF ' OF COVER. '1.5 C.F. POURED CONCRETE THRUST BLOCKS ARE TO
BE PROVIDED AT FORCIA:MAIN ANGLE,POINTS. FORCE MADS SHALL DRAIN
TO PUMP CHAMBER.
) A SEPERATE CIRCUIT HIGH WATER ALARM SHALL BE INSTALLED WITH THE
PUMP CONTROLS. EACH PUMP SHALL BE ON A SEPARATE CIRCUIT..
)LIFT OUT PUMP SYSTEM SHALL BE INSTALLED FOR EACH PUMP40
6) I ALL PUMP INSTALLA11ON HARDWARE, INCLUDING RAILS, SHALL BE STAINLESS
STEEL.
7} AN ELECTRICAL PERMIT. WILL BE REQUIRED FOR PIMP INSTALLATION.
8) CONTROL PANEL SHALL BE LOCATED ON A PEDESTAL IN ISLAND NEAR THE
PUMP CHAMBER.
i
,
I
MISTING PROPOSED
FLOW 26" DIA, HEAVY DUTY CAST IRON.
FRAME.. AND COYER TO GRADE
EIN15 RADE (TYP) FINISH GRADE EL. 18,5' TI
rnt : —
� Cis, SCII� .
40
Pv SC 40 PVC
FLRory LI,1n 1
.n
FLOW LIFE
DROP 27 mm., 3 mux. FLOW LINE
O" ZABEL SEEI ZABEL
10"
A1O0-8X26
, . BELtIW SEE
I.I FILTER A1.00-8X26—VC BELOW
i FILTER
15.34 14.49
I I
INVERTED
TEE
s r
ZABEL >SU PO P
I" SUPPORT PIPE WITH AT LEAST �
B " ZABEL SUPPORT PIPE WITH AT LEAST
4 -�:
2 HOLES CU FROM TOP TO
T
CM
O PACTED SASE'
4 -� 2 HOLES CUT
I FROM `TOP. TO-
BOTTOM,IN THE SUPPORT. PIPE. � ,, ( )
W% 6 LAYER OF BOTTOM IN THE SUPPORT PIPE
(SEE ZABEL INSTALLATION INSTRUCTIONS: FOR
CRUSHED ST{3ItiiESEE. ZABEL INSTALLATION INSTRUCTIONS F R
SUPPLEMENTARY SUPPORT DETAILS) ( O
� L_}
J,`- 18' SUPPLEMENTARY SUPPORT DETAILS)
� OUTLET TEE DEPTH
' I UQUID DEPTH
LIQUID
DEPTH T 7£E. DEPTH BELOW FLOW LINE
BEI OWOUTLEFLOW LINE
4 FT 14 INCHES
- 4 F 14 INCHES '5 FT 19 INCHES,
5 FT .19 INCHES 6q 24 INCHES
, . 6. FT. 24 INCHES 7. FT 29 INCHES
- 7 FT 29 INCFIE5
KI TI NG 7,,000 GALLON SEPTI TAI
(NOT TO SCALE)
NOTE: POSITION TEES BROW
A=SS COVERS & SUPPORT
0THSTRAPS ;AS NEEM.,
rm.
ilk
.
40 PVC T _ _v :_.---,--- _ _,,_ _ _.� _._._ ,_,_._.
BALL VALVE TYP. MANIFOi D 1
i ,
�; _ _ --- _6 -4- _._.._e- --- -_a-_ — -e
6' DIA. INLET PIPE: i
. OBSERVATION
■. PoRT �.:._._,_._._- ------- V7 _:_
_ DIA, FORCE MAIN j
.W
.._ ALTERNA71NG SEWAGE PUMPS ON
i
LIFTOUT RAIL SYSTEM
>1
----------- ------
: ,71
tt
L., ........... .. _ 1 -
c 1 L
000 GAL, PUMP CHAMBER (H-202_... PL.A N WEW
NOT TO SCALE ;� `�
------------
I
i --t
SEAQ,
I j
IAAAA
r
A _- -- E3 - ---o— -- 8N OFJOHN
�,.q'
'._....�.:_...,,;.;....._._;...,.,...y....:«..'.......:_..; a : ,, its ,
" OBSERVATI{ +I v o SCHNAISt a ANO
LAST HOLE ON EACH LATERAL -iOUP .DEBURRED 1/4 0 PORT I � — � �___o_ �, �� .:
FACE UP. PROVIDE A 12" LONG 6 DIA. DISCHARGE HOLES' . _.
------
. —, _ - _ Na. 1017 � �Na �
HALF PIPE: DEFLECTOR OVER LAST HOLE. (ALTERNATE SIDES) I ,�.� .�.�, _, ,,_. _._, _._._._. _. ,�. —. 4 �� �a � � � 1�
CiLE LOCATED 215 FROM EDGE OF FiEtp SEE PLAN FOR SPACING i —e — — e— — — -e — — e— — o— — e — — e �ANI7ARr�
i_— — �_-_....0...— ---- p
5.0 (Typ:) ;
� . 6-
1-1/2' 0 SCI.1 aFU'
PVC DIST, LATERAL 4" PERFORATED PVC VENT LATERAL (TYP.)
BOTTOM. OF PIPE BOTTOM OF PIPE
40' 6`0 SM 40 PVC MANIFOLD
SECTION VIEW SECTION VIEW BOTTOM VIEW
D HA `L HOLE DETAIL
26" DIA. "SEAL, `BTI="
HEAVY DUTY CAST
IRON FRAME AND
COVER TO GRACE. `•
6" SCH 40 FVC
14.24.
INVERTED
TEE 9.Oi
NOTE: ZABEL FILTER.
TO BE CLEANED
ANNUALLY (AT A
MI ImUM
wm
ritf
„at I [i
•• 1
STEEIlCKET,: FLOAT sw
NOTE. INSIDE TANK
DIMENSIONS: 16.1 x 6'W
CHECK VALVES
DUPLEX y
ALTERNATING
P
I
PUM S
LIFT OUT RAIL.
SYSTEM FOR
EACH PUMP
i
(NOT TO SCALE
TWO OBSERVATION PORTSTWO }� I
" " " USE A LEBARON LA 0910 "
21� SCHEDULE (2} 30 DIA. SEAL TITS SHE ULE 4O P,V C,.
_ HEAVY DUTY CAST IRON WITH A CONCRETE COLLAR
y
1-1 f 2"� SM. 413. PVC''. PRESStlRE „ THREADED CAP
FRAMES AND COVERS. TO 4 CONCRETE 9" EHCI L.EBARON LA 0910 �
GRADE. PIPE LATERAL (HOLES FACING COLLAR
DOWN SEE DISCHARGE HOLE CLE.AROUT COVER TO FINISH
NIS GRADE EL. ' DETAIL (TYPICAL) GRADE (TYPICAL)
FT D 18.3 TO 18.5 FINISH GRADE E. 16.5 TO 18<1 �
�� 6 CRUSHED STONE
(TYPICAL) LARGE RADIUS
BEND TPP. 6" DIA. PVC
13;75 c�
NOTE; VENT MANIFOLDVP
H 5 ...._
FORCE MAIN AND MANIFOLD TO � � � r1 2 44
3 FORCE MAIN --.- DRAIN BACK TO PUMP CHAMBER � a
TO VALVE VAULT V4. T 2
12 4" P
PERFORATED 'VC
DOUBLE $ASHED STONE° VENT LATERAL
CENTERED IN SAY'S
ALARM AND 14,88 AL1, " 14.88
LAG PUMP '"ON" 6 DIA. SCH 40 PVC. BETWEEN 1-1 f 2 ,
" " BOTTOM 12 TO BE: SLOTTED Q20 SLOT) - LATERALS
PUMP ON (SET' AT SAND/STONE NTER ACI")
14.05 6" 0 SCH. 40 PVC
SWITCH 13.88 ALL 0 w
PRESSURE PIPE MANIFOLD
" A
4:
PUMP "O
Fr 0
FF I
c
ADJUSTED GROUNDWATER PER ". a., " vs
24" 1991 PLAN EL. = 6.44 I
DRILL. (2) 1 j4� .DIA. HOLES ON CROWN OF MANIFOLD. HOLES TO BE SE E
SUMP LOCATED NEAR FIRST AND LAST LATERAL. PROVIDE 31e TO 1-1/2 AS N(fiD
DOUBLE WASHED STONE OVER HOLES TO PREVENT SCOUR. THIS DRAWN°GF'ILE
WILL ALLOW LATERALS AND RISERS TO FULLY DRAIN WITHIN FROST C]2418-,X.dwg
ZONE. MANIFOLDS AND FORCE MAIN TO REMAIN FULLY CHARGED. DATE
�d : _
28'1
10-10-2017LI
DLRAWNBY
SRM
CHECK M-.PY
SINS` FIELD SECTION
(NOT TO SCALES
i
OF SATS
T
PROJECT NO .
02418.03
j
SCHEMA77C FLOW PROFILE a
ALL INSTALLA11ONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5