HomeMy WebLinkAboutSeptic Design - Plans - 59 BANNAN DRIVE 10/17/2013 \X GENERAL NOTES _Z3
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1.DWELLING LOCATION,TEST PIT LOCATION,AND TOPOGRAPHIC INFORMATION TAKEN FROM
AN ON THE GROUND SURVEY PERFORMED BY PENNON!ASSOCIATES.
2.PENNON!ASSOCIATES HAS BEEN RETAINED TO FURNISH DESIGN AND CONSTRUCTION
PLANS FOR THE INSTALLATION OF A NEW SEPTIC TANK AND DISTRIBUTION BOX,
MAP 38,PARCEL 112 EXCLUDING CONSTRUCTION SUPERVISION-PENNONI CERTIFIES THAT THIS PLAN CONFORMS
N/F VISCID&DUNHAM SF WITH THE RULES OF TITLE 5 EXCEPT WERE NOTED.NO GUARANTEE OR WARRANTEE, Pefllno�ni
Eo�o i EXPRESSED OR IMPLIED,IS MADE TO THE CLIENT WITH RESPECT TO FUTURE SYSTEM
FUNCTIONING.
N78--
4 7,-1& 3,DEED REFERENCE:BOOK 3940 PAGE 108,SOUTHERN MIDDLESEX REGISTRY OF DEEDS
1_4.X 4,PLAN REFERENCE:"WETLAND PLAN OF LAND"BY SCOTT L.GILES,FRANK S.GILES
BANNAN 47 SURVEYING,DATE:MAY 5,2005,SCALE:1'=20'. PENNONI ASSOCIATES INC.
DRIVE &BENCH MARK:FINISH FLOOR GARAGE-ASSUMED ELEV.=100.00 CONSULTING ENGINEERS
t 5.LEACH FIELD LOCATION FROM TIES PROVIDED BY OTHERS. CONTRACTOR SHALL VERIFY
REN!aHMARK LOCATION PRIOR TO CONSTRUCTION.
FINISH FLOOR 7.LEACH FIELD SHALL BE PROTECTED FROM VEHICULAR TRAFFIC DURING CONSTRUCTION.
ELEV.=100.00
(ASSUMED DATUM
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PROP.DRAIN Qs
INV98.0 LOCUS PLAN
PROP.DRAIN NTS
RIM=99.80 GRAPIRC SCALE CONSTRUCTION NOTES:
'A
20 20 40
PROP.LANDSCAPE TIE 0 10 1,DISTURBED AREAS,INCLUDING AREAS DAMAGED BY VEHICLES AND EQUIPMENT ACCESSING
r�;Al �A,
WALL AROUND PATIO THE SITE WHICH ARE NOT PAVED,SHALL BE FINISHED NTH 4-OF TOPSOIL,RAKED FREE
PROP. OF STONES,FERTILIZED,AND SEEDED,
IN I= LEGEND:
EROSION CONTROL LOCATIONS SHOWN
PATIO 2.UNDERGROUND UTILITIES SHALL BE LOCATED PRIOR TO CONSTRICTION.
SEDIMENT SOCK I iuch 20 tL ARE APPROXIMATE.
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3.ALL DISPOSAL SYSTEM COMPONENTS SUBJECT TO VEHICULAR LOADS SHALL BE
EXISTING CONTOUR 2
CONSTRUCTED USING H-20 RATED COMPONENTS.
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PROPOSED PROPOSED CONTOUR 100 4.ALL CONSTRUCTION IS TO CONFORM TO 310 CMR 15(TITLE 5).
A
SEP nC TANK 5.MAGNETIC LOCA ITNG TAPE SHALL BE PLACED 6'MIN.ABOVE PIPING.
PROP. 6.FILL UNDER SEPTIC TANK AND DISTRIBUTION BOX SHALL BE PLACED IN LIFTS NOT
D-BOX SEWER LINE _S_
EXCEEDING 12"AND MECHANICALLY COMPACTED.
7.GRAVITY PIPING SHALL BE GLUED JOINT WATERTIGHT SCH 40 PVC LAID IN A STRAIGHT
BENCH MARK AS NOTED ON PLAN LINE AT A CONSISTENT GRADE ON A FINE COMPACT BASE. 0
MAP 65,PARCEL 283
0 0 0 119'
N, 8,PIPE PENETRATIONS IN FOUNDATION,SEPTIC TANK,AND DISTRIBUTION BOX SHALL BE
15 - Z-4
lz N/F SWIMM
SEALED WITH HYDRAULIC CEMENT, N 9.INTERIOR PLUMBING AND BUILDING SEWER SHALL BE IN ACCORDANCE WITH STATE
tit
PLUMBING CODE 248 CMR 200.SEWAGE FLOW,INCLUDING GRAY WATER DISCHARGE cz) <- 1 C\2 4-�
SHALL BE CONNECTED TO SYSTEM,
10-RISERS ON SEPTIC TANK AND PUMP CHAMBER SHALL BE EQUIPPED WITH CHILD PROOF
OPERATION NOTES: COVERS.
ll.ENGINEER SHALL PROVIDE AS BUILT PLAN AND CERTIFICATION THAT CONSTRUCTION 43
COMPLIES WITH THIS DESIGN PLAN.
1,THIS SYSTEM IS NOT DESIGNED TO ACCONIODATE A GARBAGE GRINDER.
NO GARBAGE GRINDERS ARE TO BE ATTACHED TO SYSTEM. 0
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SOIL 2.THE SEPTIC TANK IS TO BE PUMPED WfHEN SLUDGE LEVEL IS WITHIN 12 w1w
OIL
a;gt, /�T.CKIILE r -r14
Nz.. INCHES OF THE BOTTOM OF THE OUTLET ItE OR AT 2 YEAR INTERVALS.
AREA ANDS LINE r (z) 0
WE L
(FLAGED BY OTHERS)
A oy
y
MAP 38,PARCEL 114 U
uzy
N/F LEDUC of -j"OF
Ql:�q ,F
BENJAMINC,
_,i IL_Z_ w
0 4io OSGOOD jpl
CIVIL
Al NO.45891
<
A -0
Z 7
w<
w
cl
0
25*NO DISTURB �o joO fl�
N, z
BUFFER <Oz IT
2%2"WOODEN STAKE-, 50'NO allILD CURRENT PROPERTY OWNER
I- C-SHAW
BUFFER SANDR
FILTER SOCK/HAY
R
\`< 59 BANNAN DRIVE
T I
WADLE 11 x MAP 65,PARCEL 11 NORTH ANDOVER, MA 01845 coICI z
U 1A PLAN N/F BRYAN
20' SYSTE ELEVATIONS.
LOCATION DESIGN INVERT AS-BUILT INVERT 2
HOUSE OUT 99.90 99.90 GO uj
SEPTIC TANK IN 98,45 -
SEPTIC TANK OUT 98.20 CD 0
_j (A
Section DDISTRIBU7100 BOX IN 98.12 - <
DISTRIBUTION BOX OUT 97.95 97.95
FLOW 00 <ED 0
C\2 0 U) :2 XL,
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STAKF ON 20'MIN.DIA.CLEANOUT COVERS Q) a:5 z EC
I WITH RSERSTOWITHIN6 <LJ< _j LLJ <DO
OFIFINISHGRADE z> 0�03Z>
10"'1NEA'L <
Z
SPACING 0
ED CO Z
UPSLOPE 0 O�0 <
a-Z 0)
PROFILE Q) M<O_' iL
0 0 cn
co
SCALE:1"�20'HOR- 2'VERT, 0
DOWNSLOPE. 104- 1:0 LO U-) z
RISER TO WITHIN 6' ELI
FILTER SOCK/HAY WADLE OF FINISH GRADE Q) 0 cf)
cf)
Elan View I 103-
SCH 40 SILL PROPOSED'500 GALLON D_BOX I <
NV.IN 98.12 Lu
PVC TEES ELEV�10100 SEPTIC TANK' EXIST.INV,OUT 97.95
INLET-1 EV�98,45
SEDIMENT SOCK DETAIL 102- OUTLET EOLEV.'98.20 ��FXISTING LEACHING AREA UJI
NOT TO SCALE' FINISH 9"MIN 101-
/I-GRADE 36-MAX.COVER GARAGE
10 0-
ELEV.100.00 EXISTING GRADE
< FND. ------
A.DOCUMENTS PREPARED By PENNON1 ASSOCIATES
ARE MSTRUMENTS OF SERMCE IN IE ECT SE THE
PRO
SCH,41 SEE TANK INV.=99.90 Ecl,,,THEY ARE NOT iN�NDED OR REPRES"YiTD
T TABLE
99- 0 BE FOR RFUSE_By(TNFR OR OTHE S
PVC TEES NOTE r2
RISER tz�1 4"SCH 4D 0 ON EXMNSK)NS OFR-,E PR&ECT OR ON,ANY OTHER
'o r PN..DT ANY REUSE.-OUT-TTEN-NiHOAl-
11 SCH.40 PVC TEE (AS REQUIRED) OR ADAPTATION By PENNON:AS OCIATES FOR THE
2 PVC
R, ECIFIC PURPOSE NTENDED W�BE AT OWNEHS
4"SCH.40 PVC V-4" t,.SCH.40 4* t z 4'DIA S=0,050 J, SOLD RISK AND W.`RR)UT UABi TY OR LECA L E
DIA.INLET 98
�i ft/ft .4,Z POS�RE TO PENi-NONJ ASSOCtAl';AAD%NER SHAI
PVC TEE INV=98A5 OUTLETiNDEMNFY AND NO! HARMLESS PENNON!ARS.-
INV=98.20 CATEFFROM Al L C-L'AIMS,DAIIIAGES,LOSE -1
EXPENSES ARISING OJT OF OR RESULTING�TWRILFA2
'NV,97S5 T
)4�01A.OUTI ET
97-
12"MAXI LIQUID LEVEL-' 4"DRAIN
!8NK-NOTES z
1- TANK SHALL BE WATER TIGHT AS SUPPLIED By JOB No.
L -1
96-
t MANUFACTURER- Q
PLAN VIEW SIGH.40 PVC SCH 40 BLKS 1301
2" V ,E
2.JOINT SEALED WITH BUTYLE RESIN BY
MANUFACTURER- GAS BAER E--�' PVC SEWER
SECTION VIEW i
3. 9-MINIMUM;36'MAXIMUM COVER REQUIRED 95-
( 5=0.032 1 OF 1
OVER TANK, H/ft 29' 3�
-BOX SHALL BE SET LEVEL. 4.UNUSED OPENINGS SHALL BE FILLED WITH
FIRST TWO FEET OF PIPE FROM D HYDRAULIC CEMENT. 94-
2 D-BOX SHALL BE SET IN 6'OF COMPACTED 3/4'CRUSHED STONE.
6 INSTALL RISER TO WITHIN 6'OF FINISH GRADE 6'OF COMPACTED 3/4'CRUSHED S ONE DRAM-BY
3'FILL BELOW D-BOX SHALL BE COMPACTED(SEE CONST,NOTE#6).
WATERTIGHT(SEE CONST NOTE#8). j
4.D-BOX SHALL BE TIGN -i AS SHOWN
5 ALL OUTLETS SHALL BE AT THE SAME ELEVA <
7.D-BOX TO BE H-20 LOADING. 2"TAPER DRS
UTLET ISTRI TI
1500 GALLON MONOLITHIC SEPTIC TANK
6 O DBUON BOX A-4 MATECS-1701
SHEA MODEL B-6DBH OR APPROVED SHEA MODEL TK-M1500 OR APPROVED EQUAL 10/09/13
EQUAL SCALE:1'=2' SCALE:1 =2' APrRO%IED
BCD