HomeMy WebLinkAboutPlans - 562 BOXFORD STREET 12/7/2017 (2) ------------- 35 PUMP CURVF-
............ ...... 130
13�O ................
............... .........
20" DIA CLEAN()UTCOVER, D-BOX INLET= 126.96 30 ------------ -------- --
(3 PLACES) --4NV@D-,B('�XC)U'TI-E'T'= '126,71�
TABLE I., PUMP DEMANL) CAL-COLA TIONS
-,.INV @ BEG 4NING OFTRENCH 1 126..69 ---------------------- ------ .... .......................
'A 7"EF -AD' TD111 25
4"OUTLET PUMP A VELOCITY" TOTAL S 7A TIC HE
.............. ........ (GPM) (FPS) HEAD LOSS (F'T) (FT) MYERS SRNA PUMP
4. NLET 128 '128
............... ........... 6-8"
(FT) O,PE G CURVE:
10N 23,91'
BREAKOUT ELEVAI LIJ 20
10 0.9 .09 1132 11.41
......................... ............. --------- ...............
ItI54
'3_2 11.32
126501 ........---------
PROPOSED GRADIE" 3'0 21.7 �67 11,172 11.�99 1,15 ............
4" SCH 40 4" SCH 4.0- 126 ......
PVC T'EE PVC TEE 126 ............ .......... 40 361 1.14 ft,712 1246
................
....... .............. 50 t 73 11_32 1305 xr_ NO CUIVIE
............. 10
60 242
'11.32
BARRIER
PLAN VIEW 70 6.31 322 1132'
TCP OF BARMER 127.2 ...........
4"TOP (6"1AD) 3" MIN. AIR SPACE ABOVE TEES 1 5 ------------- ...........-------------
124 INV @ TANK OUTLE r 119,30-- 124 F,
-4.
PLASTIC -----------....... . ......
-4 PLASTIC
PIPE SEAL. INV@TAN K NLEI 119,5,15--, 0 .......
'T� lE SEAL 10
0 10 20 3 410 50 60 70
.. ...... 4- OUTLET
L
4" INLE','"r 6111 MIN. PUMP RA FE(GPM)
24 DIA
1__'__4CCESS COVERS
.............
I IQUID LEVE
122
122
PUMP CHA A48ER ELEVA TION.15
14"
10" MIN� 41 5�&- -APPROXIMATE LIMIT OFTOPSOIL ......
F-10" HD = 1223
T 11 1 1 - _ _... INV 4" PYC IN = 119.20
& SUBSOft- EXOAVATION &
4' MIN, 4'4' REPLACEMENTWITH SAND FILL: 5' INV 2" PVC OUT = 118.95
W.T, = 120,j., -F�EM
AROUND SYS FLOOR ELEVA TION = 11'4.95
ERIFS EFFLUENTFILl"ER INV @ HOU 3E 119,75-, 1 P#3)
120
INS EALL ZAB�EL AlU)O
GAS 30" X 56" HArCH---1 PUMP OFF ELEVATION 115.45
120 OR MANHOLE COVER
PUMP ON ELEVA 77ON 115.95
BAFFLE
ALARM ELEVATION 116.45
OURST' FOR WIRE5 TO CONNECT
NEXISTING GRADE TOP 'VIEW SPEC IF V'A"T"IONS
3 1 IN I
PLASTIC PIPE SE4L WIrN NCA4A4X XINCTION BOX
118 4" DIA INL,ET
SECTION VIEW -10 LF, 4"SCH 40 PVC, S=0�020
118 ............... .......... ............ _...... .......... I.CONCRETE�4,000 PSI MIMMUM AF"rER 28 DXYS.
2" TAPER 6N (LOCATED INSIDE HOME)
-4NV @ PUMP OUTL.ET:= 11&95 lllm�.11.111r_
47 7 2.CONSTRUCTION OF PUMP CHAMBER CONFORMS WITH DEP
77 71
"N" TITLE 5 REGS,310 CMR,SECTION 15.22.6.
-----------
SPECIFICATIONS- HOLE"
-T, 1,19,20
4NV @ PUMP INLE, PER ASTM Cl 227-93
'I. CONCRETE, 4,000, PSI MINIMUM AFTER 28 DAYS. 2" PVC STUB 3,ALL REINFORCEMENI
3 LF, 4' SCH 4( PVC, S=0.033w.-I 4,JOINTSEALED wall BUTYI-E RESIN.
r-APPROX, E,S.H.W3, FROM T`P3 116
ALL REINFORCEMENT PER AS rm C 1227-93, 116
2"" UNION 5,DESIGNED FOR H-20 L.OADING.
3, TONGUE &GROOVE JOINT SEALED WITH BUTYLE RESIN, 14,
1, a CHECK 'VALVE 6.PUMP,FLOATS AND PIPE INSTALlED IN CHAMBER,FLOXL
2" CLFAN0Ur EI-EVKriONS TO BE SETBY Wsm..LER.
1500 GALLON SEPTIC TANK Fj,9MT FLR� 7'.SUPPLIED WITH PUMP CON'rROL PANEL W/ALARM,
114�3 40-5m 8,THE AVAit.ABLE STORAGE VOL.UME BETWEEN rHE INLET
4'-8
USE SHEA ......----------- 6 4^ INVEWT AND THE PUMP ON ELEVA TION=843 GAU_ONS,
CONCRETE PRODUCTS 114, 114 T
ITEM NO. "TK-M1500 STANDARD ALARM pU 6'pUMp 9�ALARM AND PUMP ARE TO BEWIRED ON SEPARA"rE
NOTE& OFT
6 CIRCUIT$
CONSTRUCTION AND SHALL BE WATERTIGHT' 10.ALARM IS1 0 BE LOCKI'ED MSIDE LIVING QUARTERS.
T HE SEPTICTANK�S TO BE NAON01-11 HIC
-Y.
rHROUGH MANUFACTL)RER'S SPECIFICATION AND WARRANI 1,50,0 GALLON 1,$00 GALLON I I THE PUMP CHAMSE.R iSTO BE MONOUTHIC
1112 SEPTIC TANK PUMP CHAMBER .............. 11�2
2" DALL CHECK VALVE'
......-------- ------ SECTI _w CONSTRUCT10N,
2� THE SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE'TO GRADE O�N A LEVEL. STAM..E TAPER
BASETHAT HAS BEEN MECI IANICALI-Y COMPACTED AND ON"TO WFItCH SIX INCHES OF 6"�BASE OF_ MYERS SRM4 12_JUNCTION BOX TO BE LOCATED INSIDE HOME�
CRUSHED STONE HAS BEEN PLAC E01 TO MINIMIZE UNEVEN SE-rTLING. �FTIAE SEPTIC T'A,NK CRUSHED STONE 13.THEORAIN BACK VOL-UME OFTHE SYSTEM IS 16
IS P�i A(.,,ED IN FILL, PROPER COMPACTION IS REQUIRED TO ENSURE STABILITY AND'TO GALLONS,
PREVENTSE'rTLING, THE SEP"I'ICTANK SHALL. HAVE A MINIMUM COVER OF MNE INCHES. 110 ---------------- ------- 110 14� THE f,'�UMIP SYSTEM IS DESIGNED FOR"THREE PUMP
CYCI-ES PER DAY.
3, THE SEPTIC TANK, COVERS, CONNECTIONS AND P�IPING SHALL, BE DESIG NED AND NOTTO SCALE
CONST'RLlcml) SO AS TO WITHSTAND AN ANTICIPATED MINIMUM 11-10 i-OADING.
SOIL EVALUATION RESULTS
L 108 Perc A Plerc B
108
12" SQUARE OPENING -0,+,.25 0-4-00 _0 1+2.5 ----------------------------- 0-+5 1 0 0+75 1,+00 1+25 -1+50 SO�IL EVALUATION RESULTS 'Test,Pit.#1
Surface Elev. 123.1
154 7/2612017 Depth of Pere Test- 30" Depth of Perc Test- 28"
SOIL. EVALUATM JAMES MELVIN 0 - 6" A 'I OYR3/2 SL
PROFILE - LEACHING TRENCH I WITNESS: I ROWE' Start Pre-soak 2-19 Start Pre-soak 1,36
6 - 12" B 1 OYR5,16 SL.
..................... H(Xql2'0N7AL. S(.,ALE,� I"=20' End Pre-soak 2-34 End Pre-soak 1.51
_7 Cl 2�5Y5/4 LS 2-34 12" 1:51
! : '12 - 33"
6"0�q VEWTIC A L SC A L E 1 2' Test Pit#1
7-0" 7,-.____.__--- 33 - 95" C2 2.5Y6/3 SAND 911!
Surftiwe Elev. '123.5 9 2-39 1-56
611 2-45 61F 2,06
'10 rnin
0 - 7 A 1 OYR3/2 SL Observed Water', Time 9" - 6'% 6 min, Time 9" - 6"',
7 - 19" B 1 OYR5/6 S�L
2'-0" 132 ---------- '132 19 - 42"' C-1 2�5Y6/4, LS ESHWT @ 33" REDOX Elev,. 120.4 Perc rate: 2, miinutes per inch Perc rate-.� 4 minutes per, inch
TOP VIEW 42 - 9�4" C2 2�5Y613 SAND
BUOYANCY CALCULATIONS
BUOYANCY CALCULATIONS
REMOVEABL.rE END GAP
6" Observed Water: DOWNWARD FORCES
.......... ---------------- 11,03 17, DOWNWARD FORCES
130 130 WEIGHT OF SEP�TIC TANK 5 LB�
1 14,82
WEIGHT OF PUMP CHAMBER 5 1_13,X
ESHWT@ 38" REDOX Elev. 120.3
(1)4" DIA INLET (9)4" DIA OU-TLET WEIGHT OF SOIL ABOVE TANK WEIGHT OF SOIL AB�OVE CHAMBER
4',"XISTING GRkDE
X-1 PLASTIC, PIPE SEAL PVC PIPE CUT rO FIT 10.83,F"r x 5.66FT X 85 FT'X ,l 20 LB/CU FT=6,252 LB
PLASTIC PIPE S�FAL 9,.67F'I"X5.0FT X 2.1 FT X 120 LBICU FT
D GRADE
4" COUPLING (UNION) Test Pft #2 TOTAL 17,287 LB
'TOTAL. 27,009 L
------- 00 '12,184, LB
-nTE SEAL 13
7 OR rUr J�t
128 ............................ 128 Surface Elev, 123.0 UPLIFT FORCE
U PLI FT FORCE
EXTEND 4`--��L,l
PERFORA TED PVC VOLUME OF "TANK BELOW WATER
-J...........----1-1--- 1 11
3" 0 - 7qw A 1 OYR3/2 SL VOLUME OF! CHAMBER BELOW WATER
PIPE' TO RFST , , "" * "
" � , . .� , , l�,o "" I 'I O�83 X 5.66 X 3.28=201,06 CLJ FT
ON BOTIOM or 7 15" 9A7X 5�O X 4,20=2103.1 CU FT
B 1 OYR5/6 SL
.69 FIELD ro RE LETT 15 .- 22"' Cl 2,5Y5/4 LS DENSI'VY OF WATER 62 4 LBICU F-r DENSITY OF WATER 62.4 LB/C U FT
'126 126 OPEN TO ALLOW FOR 22 C2 2�,,5Y6/3 SAND 201�08,�CU FT X 624 LB/CU FY 12,546 L.B 203.1 CU FT X 62.4�L.B/CL) FY 12,672 LB
EFFLUENT LEVEL
S0E SECTION VIEW 125.5 0 MONITOMNO Observed W'at�er, - NETFORCE
INSPECTION PORT 17,28 7 - 12,546 4,741 LB NET FO�RCE 37 1.1�3,,�
DISTRIBUTION BOX NOTTOSCALE ESHWT @ 38" REDOX Elev. 119.8 27,009.- 12,672:= 14,3
124 '124
'TE PRODUCTS PROFESSIONAL
USE SHEA GONCRE ENGINEER
6-OUTLET H 20 DISTRIBUTION BOX, IMPERVIOUS SEPTIC SYSTEM DESIGN
BARRIER--`
..-6DBH BARRIER
FEM NO. B TOP OF BARRIER 127.2 FOR
TOP OF BARRIER = 127.2
NOT'ES- 51 ELEVATIONS
122
RHWP I
122 562 BOXFO,RD STREET
........... ...........
CAHRKSTA
[)is,rRlBLJTl0N BOX SHALL BE' OF REINFORCED CONCRETE CONSTRUCTION AND
INV. OF PIPEOUT01F H10,USE IN GIV�L
...........____ i '7
'SHALL 13E WA"rERTIGHT THI-ROUG.11 MANUFAc-rL)RER'S SPECIFICATION AND 1 2,
o-9895
WARRANTY. INV. OF PIPE AT SERTIC TANK INLET 119,55 NORTH ANDOVER,, MASS.
-------------
N A LEVEL S TABLE E,S.H,WA @ 3,3-" INV,, OF P�PE AT SEPTICTANK OUTLET 119.30
2� EAST'RIBUTION BOX ISTO BE SEI LEVE� AND TRUE TO GRADE 0
jP#3)
120 '120
BASE WHICH HAS BEFEN MECHANICALLY COMPACTED, IFTHE DISTRIBUTIONBOX
INV, OF PIPE AT'PiUMP:CHAMBER �NLET 1,1920
'OMPACTiON IS REQUIRED TO ENSURE STABLILITY
IS PLACED IN FILL, PROPER C _-APPROXIMATE UWT OF Topsou.,
RECORD OWNER I APPLTCANT �
A�ND TO PREVENTSET"T'L.ING, NATIVE GROUND WITH A SIX INCH STONE BASE IS 118�95 1RISTIANSEN
& SUBSOIL EXCAVATION & rNV. OF PIPE ATPUMP CHAMBER OUT'LEI SIRIUS DEVELOPMENT, LLC �HILIP G, Cl
01 HEFRW�SE ADEQUA FE, REPLACEIIAENTWH�i ",3AND RLIL� 5' '10:33 FELLSWAY
INV, OF PIPE AT 0 126 96
AROUNE) �YST[_-..W BO�X INLET
3, AN INLE T'FEE EXTENIDING "ro ONE INCH ABOVE rHE OUTLET WVERTMAY BE ------ MEDFORD, MA 02155 DXTE� OCTOBER 20, 2017
PROVIDED IN PLACE OF THE INLET BAFFLE. 118 ------- -------------- --------------- 118 �NV. OF PIPE AT D-BOX OUTLET 126,79 REV� DECEMBER 6,:2017
0+25 0+50 0+75 1 f-00 ............
i,HALL BE DESIGNED AND CONSTRU(1".FED SO ASTO �NV, AT BEGINMNG OF LEACHING TREN01ES 126.69
4., Dls'rRIBLJrI0N BOX ...... PROFESSIONAL ENGINEERS & LAND SURVEYORS
INLI'HS"I"AND 1-4-20 [_()jND�NG SE'CTIONA-A INV, KT' END OF LEACHIPC, TRENCHES 126�50 HIRISTIANSEN & SERGI, INC.
C
5� A R6ER TO WITHN 6; INC�HES�OF FINAL GRADE IS REQUIRED �F THE DISTRIBUTION HORIZON IAL SCALE': I"= 20Y SHEET 2 OF 2
B01"TOM OF LEACHING TRENCHES 125.50 160 SUMMER STREE'r, HAVERHILL, MASSACHUSETTS 01830
BOX �S TO FIAVE GREATERTVIAN 9 INCHES OF COVER. VER 77CAL S(-,'Al,.E'�� I"=,2" K WWW,CSIENGR,C0M TEL, 978-373-0310 FAX 978372-�3960
20,17 CHRISTIANSEN & SERGI, INC, DWG, NO. 14D36.041
F7