HomeMy WebLinkAboutEngineered Plan - Rev. 2014 (New Well)- MINIMUM. INVERT EL E VA T i ONS DESIGN CRITERIA:
FIRST 2 TO
9FF BE LEVEL 3':.MAX IMUM .COVER INVERT OUT. SEPTIC TANK: I0.4t DESIGN FLOW:
ACCESS COVERS MUST BE WITHIN INVERT IN PUMP CHAMBER: 9.5 3 BEDROOMS AT //0 G.P.D. PER
6" OF FINISH GRADE TEE MIN 2 OF PEASTONE
INVERT OUT PUMP CHAMBER: 9•25 ' BEDROOM EQUALS 330 G.P.D.
14.2 MIN
13.53 INVERT IN DIST. BOX: 13.27
LOCUS o 3/4" - 1 1/2" DIA. INVERT OUT DIST. BOX; 13.1- NO GARBAGE GRINDER
F�TRp 13.2T 0 TI Q ` DOUBLE WASHED STONE I NVER T IN LEACH CHAMBERS: /J.03
µp 4 DIAM PIPE 2 " SCH 40 PVC ` %%8 13.1 ) 12.2
M.4RSH y BOTTOM LEACH CHAMBERS: 12.2 SEPTIC TANK REQUIRED:
o /0.4 9.25 ADJUSTED GROUND WATER: 8.2
13.03' 4 YGI-CAPACITY INFILTRATOR 330 G.P.D. X 200% 660 GAL,
--E- o � .
HOMERs9.5 3 OUTLET CHAMBERS W/3.5 ' * STONE AROUND SEPTIC TANK PROVIDED: 1000 GAL EXISTING
D-BOX 2-10'w X 14'1 X 10"d OBSERVED GROUND WATER: 6.6
1000 GALLONVENTED BOTTOM OF TEST HOLE #/: 5.4 SOIL ABSORPTION SYSTEM REQUIRED_
SEPTIC TANK H- /0 PUMP CHAMBER INDEX WELL SOW 252, ZONE A DESIGN PERC RATE ( 5 MI N/ I NCH
w (EXISTING) WATERTIGHT AND MARCH Ql READING=47.5'.`ADJ-1.6' SOIL TEXTURAL CLASS I
y FACTORY WATERPROOFED ' - - EFFLUENT LOADING RATE - 0.74 GPD/SF
tt
16- CRUSHED STONE ORt330 GPD f 0.74 GPD/SF 446 S.F. REQU1RED
CRUSHED STONE 0R .,
MaRSH COMPACTED BASE I
�PROVIDED: 4 HIGH CAPACITY INFILTRATOR
Eo�E o CHAMBERS W/3.5 't STONE AROUND.' A-460 S.F.
MAP A P PROF I L E•NOT TO SCALE
1 _ I 1 460 S.F. x 0.74 340 GPD
GENERAL NO TES �\0 _-_____� ,r' �{ i �' I ,� 9, 41
azo
SOIL TEST PIT DA TA
I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTIONr' �r t r� S•
I i'FFA, i�.� INDICATES INDICATES
OF THE SEWAGE DISPOSAL SYSTEM ONLY. I\i I i PERCOLATION = OBSERVED
/ -- y.i 1 r� 54,;•, TEST = GROUNDWATER
2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS t/
SET. SEE SITE PLAN. TP # 1
�» HORIZON TEXTURE COLOR 12.4
J. ALL CONSTRUCTION METHODS AND MA TER I AL S AND ) �� �,`�,' LAWN syF LOAMY
MAINTENANCE OF THE SEPTIC SYSTEM SHALL �� �o, o Q IOYR
CONFORM TO MASS. D. E. P. TI TLE 5 AND LOCAL SAND 2/2
�`� !j 2 7"--------------------- 11.8'
BOARD OF HEALTH REGULA T I ONS .y 1 `
1 \ B LOAMY IOYR
e b \ SAND . 4/6
4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER i R�� e�' \ SyFo 24 - - - - - - - - - - - - - - - - - - 10.4
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER ExlsG \\ a MED-COARSE IOYR
THAN 3` IN DEPTH SHALL BE CAPABLE OF WITH �, �p ����o� 1000 GAL \ 11.7 D'6' l SAND AND 5/8
STANDING H-20 WHEEL LOADS. o FR° } oeo SEPTIC TA l GRAVEL
ID �V� w �w \ NEW PELL
5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR WELL _ \ OP
PUMP CHAY5
��4 BM. CORNER STEP 12.5 \ 5� R /44 "
ABANDONED
APPROVED EQUAL. .�' EL-13.20 \ r.. �rw /
BRICK PATIO t�
6. SEPTIC TANK. PUMP CHAMBER AND D-BOX SHALL BE ' _ , Eo�F 12.3+ ' - \\ �O P� 70 6.6
REINFORCED PRECAST CONCRETE, WATERTIGHT AND °,�tq - _ _ _kz_0 h6 _
WATERPROOF. D BOX SHALL BE WATER TESTED TO so/L REMOVAL-
CHECK FOR LEVEL WHEN THERE IS MORE THAN ONE 106', I EE NOTE /o. �AgGF \
�k` s �� 4» 5.4
OUTLET.1 .0 ` E... ~ 12. \ 8
_ _ _ _ EW ! DATE MARCH 14. 2001
7. BEFORECONSTRUCTION CALL "DIG-SAFE 12 T i r Q 11.9 12.2 TEST BY: STEPHEN HAAS
- - - Q 1- ti
1-888-DIG-SAFE AND THE LOCAL WATER DEPT. I TP#1 WITNESSED BY: AMY VONHONE'
FOR LOCATION OF UNDERGROUND UTILITIES. � PERC RATE: < 2 MIN/INCH
VENT -
O4 HIGH CAPACITY.. BOX-
8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE
DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION JNFILTRATAs EW 2
�' + I f\ t�
N 62, W/3.5'' STONE ARROUNOUND � 1 .6+ i' 13.4 � \
OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE 1S • ::• i
- - l nom• \ \
CONSTRUCTION INSPECTIONS. ' fo'ty ELECTRIC LINE
TO BE RELOCATED
9. EXISTING LEACH FIELD TO BE ABANDONED. THE LOCATION OF THE EXISTING ��\ � ••- /LS � _--- � \
SEPTIC SYSTEM SHOWN IN RED W4 ,l
TAKEN FROM A SEPTIC SYSTEM INSPECTION - \ I2.� �2`� I Fw 3
l0. ALL. UNSUITABLE MATERIAL. (A &8 HORIZONS)
ENCOUNTERED BELOW THE INVERT OF THE LEACHING DATED:03/04/2014. EXISTING WELL WAS -
FACILITY TO BE REMOVED FOR A DISTANCE OF 5' LOCATED 06/09/20/4. �\ E '/ f S E R 7 C S YS 1 E M D E S ON
V
AROUND AND REPLACED W 1 TH SAND IN ACCORDANCE
A �,. --- 71.9
WITH TITLE 5. ,:.; E 60 ALMS HOUSE ROAD MAP 140, PARCEL 44
ELEC TRANSFOMER
k
CRIDlSKFND YARMOUTHPOR T. M.4
x , .
BOUYANCY CALCULATIONS: PREPARES FOR
PUMP CHAMBER: DISPLACEMENT - 18.2-5.01 x 8.5 x 4.83 132 C.F. y
132 C.F. x 62.4 */C. F. - 8237#, H-10 TANK = 8240# OK G�g l 2014
CA F? L_ L ,A /
VARIANCES REQ U I RED : HEALTH DEPT
P. O. BOX 194. YARMOUTHPORT . MA 02675
PUMP SYSTEM NO TES • TITLE 5. MAXIMUM FEASIBLE COMPLIANCE
" vac ve SECTION 15.212:(b) DEPTH TO GROUNDWATER S C.4 L E= 1 'a 2 0 .� P R 1 L /0. 2001
1. PIAVP TO BE MYERS RESIDENTIAL SEWAGE PUMP MODEL SRM4 `I PVC INLET 2 PVC OUTLET 5' /S REQUIRED BETWEEN THE BOTTOM OF THE SAS AND THE MAXIMUM REVISED: APRIL 27, 2001
OR EOVAL. MERCURY FLOAT
sWrrc!!Es �E GROUNDWATER ELEVATION. 4' IS PROPOSED. A I' VARIANCE /S REQUESTED. REVISED- JULY 17, 2001
2. THE PUMP SHALL START AND STOP AT THE ELEVATIONS SHOWN. ALARM ON a CWCK
PIAVPONC
� !
J. THE PUMP SHALL BE INSTALLED IN STRICT CONFORMANCE WITH 4ro�4r,W VALVE TOWN: OF YARMOUTH HEALTH REGULATIONS EAGLE SURVEY I NG I NC
THE MANUFACTURER'S SPECIFICATIONS AND TITLE V REGULATIONS, 92-3 R cDu t o 6 A
PeMPOFF SECTION 3. 7: DISTANCES AND LOCATION OF DISPOSAL FACILITIES "\
PUMP DISCHARGE SHALL BE 2 INCHES. PUMP SHOULD BE ABLE TO 6'Sf/MP PUMP \� Y G1 Y TY 10 u t h P O T t MA . 02675
BE DISCONNECTED AND LIFTED Our of THE PUMP CHAMBER WITHOUT 150 IS REQUIRED BETWEEN THE SAS AND THE WELL. 105 IS PROVIDED, / -l��
(50S) 362-8-'I32 -
HAVING TO ENTER THE PUMP CHAMBER.
A 45' VARIANCE IS REQUESTED.
4. THE ALARM SHALL START AT THE ELEVATION SHOWN AND BE \
POWERED BY A CIRCUIT SEPARATE FROM THE PUMP POWER, PUMP DETAIL • NOT TO SCALE
us l lvG 1000 GAL .'PUMP CHAMBER REVISED: JUNE 9. 2014 (NEW WELL)
5. AN ELECTRICAL PERMIT MUST BE OBTAINED FOR THIS INSTALLATION. WATERTIGHT AND WATERPROOF 0 /0 20 -; 40
JOB NO: 01-007 F l EL D; CFW/EEK CAL C: SAH/CFW CHECK: CFW DRN: `SAH