HomeMy WebLinkAbout6 Jones Road Site and Sewage PlanSOIL f t5 i ria UAIA:
L/ L_ L��� -- -
NOT To SCALE 1 -
N0. OF OUTLETS)
FINISHED GRADE 000 °° 00 o o o° o o° c° o° o c a° o° o c o o° o o
5. INLET AND OUTLET TEES TO BE CAST IRON, 0 0 0 0 0 e o 0 0 0 0 0° 0 0 0 0 0 0° o o° o° T _
TEST PIT _ 1 NOTES: 1. SEPTIC TANK SHALL BE STEEL SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE. 0 o I{
105.2' REINFORCED CONCRETE I-- 2" WALLS 4I UNITS Q -
GRD. £L TEESJG BE CENTERED UNDER MANHOLE COVER. REMOVABLE I NOTES: o Qo
2. SEPTIC TANK TO WITHSTAND H-10 LOADING COVER I } °I `�
GW EI_ 97'3' UNLESS UNDER PAVEMENT, DRIVES OR°I
Q'TRAVELED WAYS, WHEREIN H-20 LOADING y•.y+,+.y; yN.+,y; y'. .'.+ 2` 1. DIST. BOX TO WITHSTAND , DRI LOADING NIGH, DENSITY ° 1�J" 25'
A 8" LOAM: SANDY 10YR 3/2 SHALL APPLY. t• 4 � � sn�Po� UNLESS UNDER PAVEMENT, DRIVES OR 4" PVC 100
l POLYETHY FNE INFILTRATOR "EQUALIZERS 24" loo 11
1' EL = 104.4' Q� 4 I TRAVELED WAYS WHEREIN H-20 LOADING PIPE rl
B 3. ALL PIPE CONNECTIONS AND CONCRETE 2-24" DIA CONCRETE MANHD'PS y/ 000o 0 000 c o o0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 � o C
LOAM SANDY tOYR 5/6 CONSTRUCTION SHALL 6E WATERTIGHT. W/ METAL HANDLES BROUGHT l i + 1$" SHALL APPLY. 0 0 0 0 0° ° o° c o 0 0 0 0 0 0 0 0 0 0 ° o 0 0 0 o Q
2' " GROUNDWATER COMPUTATION 4. FILL ALL UNUSED KNOCKOUTS WITH TO 6" OF FINISH GRADE
y-� 8^ 2. PROVIDE INLET TEE OR BAFFLE WHERE 37'
30 HIGH GROUND TE MORTAR. - 6" 5,5 OUTLETS SLOPE-CF-PiPE_EXCEEDS 0.08 FT./FT OR-_ -P� df 1R�lh`- ! FYCHING CHAZ/q_RG - -
-
(BASED ON TPI) Ir. M. -
_ -- _ TEE TO BE UNDER r :.y.. .• < UMPED
�' .... - ... 22" A11N, o+o+o c+„c+ o. P SYSTEM.
M.H. OPENING COVER 3" a` -.°P,i^fie ',�"fhn,p�Cya .se..'f, e� i
4' DEPTH TO WATER OR BOT. OF HO E) 10.5_ 1� a� �o� 5�n �v� a�^ro t- 2' 3. FIRST TWO FEET OF PIPE OUT OF DIST. LOAM SEED DISTURBED AREAS
4" �� u" BOTTOM ON LEVEL �� LAID
INDEX WILL ( M. W-29 RAISE M.H v! STABLE BASS BOX TO BE A. LEVEL
_ 10'-6' SEWER BRICK _ 6" MIN. 3/4" TO'11711'111111111111111111111111111111111111"MINIM
MI
5 WATER LEVEL RANGE ZONE A - .� e.�=' a ":_ 1 1/2" CRUSHED 4, ALL PIPE CONNECTIONS AND CONCRETE 3' MAX, COMPACTED FILL 35" MAXIMUM,12"MINIt44UM
CURRENT DEPTHONDEX WELL(12/00) 9.6_ 10'-0" MORTAR CROSS-SECTION STONE BASE CONSTRUCTION SHALL BE WATERTIGHT.. 6 NORMAL WATER LEVEL 12" 3 LAY -EP
T ?ro° o0 00 ° 0000 °° 0
WATER LEVEL ADJUSThIENT 2.6 ! 0 0 0 0 00° ° ° ° OO ° ° PEAETONE
DEPTH TO ADJUSTED HIGH WATER 7.9 3" 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR, i 7 G HIGH X000 -O
z,
c3D
7 PRECAST SEPTIC TANK � 10" R
!! } 20" I c i � T
21" �5., '<l OS 00/ PO_Y THYLENE `00 GO G
EL = 97.3', L 30 1/2" EFFEC. GJG O O O
INLET TEE f
J SAND 2.5YR 5/4 _ _ owns J ` 5'_4" DEPTH "EQFALIZEROR4" 0 0 0
5'-2" 4'-6" 4'-0" MIN. so• ems,:. M. 15 -./2 " 11 O O G {[
9' O - 5,-8" LIQUID DEPTH (GAS ca ma) f - I I - 1 / '��/ 1
O LEACHING CHAMB=k
/s //n
e PRECAST DIST. ! 3 4" - 1 1/2"
INDICATES 48" ""� 15" 48" y WASHED STONE
! x.25'
EL' 94.7 _ v_ OBSERVED =�e -. 2F• _ :' �:: « �::<
_ .EL = 94.2 132" NOTE: _ GROUND WATERa BOTTOM ON LEVEL STABLE BASEc i
2nd DEEP HOLE WAIVED FLAN VIEW/�lJp�l // �dL�� CROSS-SECTION OF CHAMBER
DATE: BY THE YARMOUTH INDICATES 6" MIN. 3/4" TO CROSS-SECTION VIEW' PLAN vlEw
12/27/00 BOARD OF HEALTH ESTIMATED 1 1/Y s7DNE
SEASONAL HIGH
TEST BY: GROUND WATER
THE 85C GROUP, INC.
DESIGN
{ !
WITNESSED BODE, INDICATES i�ESIGt\ C�ITt=RIS,:
AMY VO PER DESIGN FLOVo':
PERC. RATE: TEST 3 BEDROOMS AT 110 G.F.B./D 330 G.P.D.
_2 MIN./INCH -
SOIL EVALUATOR
C. FIELD INDICATES \- -
UNSUITABLE REQUIRED SEPTIC TANI'•
SOIL CLASS: MATERIAL I 330 X 200% 660 GAL.
1 f A SEPTIC TANK PROVIDED: = 1500 GAL,
L.T.A.R.
0.74 G.P.D./SQ.FT. --
SIZE 0F 7 EA7;HiNG FACILITY REQUIRED:
T��` l I DESIGN PERC. RATE <2� MIN./ INCH
VERTICAL DATUM: ASSUMED LONG TERM APPL. RATE 0,7 - G.P.D/SIF.
I 10'I 101 330 GPD = OJ4 GPD!SF - 445 S.. ,
BENCH MARK SET: TOP OF WOODEN STAKE SET ELEVATION 105.44'
SIZE OF LEACHING FACILITY PROVIDED:
PROFILE: NOT TO SCALE I �I^° �' °�USE HIGH DENSITY
J"° i^ LFA,CHING CHAMBERS POLYETHYLENE
EL=A` FIRST PIPE LENGTH. - '' / ,
TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL / 1 5.2�' r. i,2� X LO'
EL_- 104.5' 6" OF FINISHED GRADE. FOR 6^N. 2 � - „- _ - _
FIN,SH GRADE_ - _ - � �., � _ _
MIN - --- EL=105 - - i ��! Ov"'00 BOT TDD, - 9.2 5'� 3, 1
/ I _ �, �,
2" 4" PVC (PERF) / E 720.00' ! X �i4 S.F.
tr-ls 4"
PV r` •� c� t'� � � `LEA -HIND CHAMFER 457S.F x 0.74 FGD /�'F - ,:36
<- SCH 40 4' PVC SCI' A0 - } // �` / I /----o-------a-� -� �.-.a.
I } I
!LD I -G 1
` f PROPOSED ` -
'-C I -E _ _ _ EXISTINGVEWAYGRA�L �/ MINI
"D" Box i
5 OUTLET 1=F
e:
l-. DIST- Box 4• S`PERA7iDN PROPOSED /
1500 GALLON , / 1,500 GAL. s \
SEPTIC TANK I - G - - - / _ I
ADJUSTED GP.OUNDW'A { SEPTIC TANK
- 6" STONE BASE r
I✓ii'; iiyIN
u EXISTING GRAVEL \\ 0 f I I j
1 ^ CURP.ENT OV,",JER: ALFRED E. MEND!LLO
It IV ELEVATIONS: I ROADWAY �,, �
/Lo EXISTING CESSPOOL x
TO BE PUMPED & n Ti LE REF REhCE: Clr. 1465.20
TGR OF FOUNDATION 105.3 A / ,�, �� 1D.o' FILLED WITH CLEAN SAND N / f
4" INVERT 4T BUILDING 103.5' B - -vy� -- - o - �� j ° t ` PLAN REFERENCE: mac. 14114-A-2, SH -1
-_ � F 20' c
103.3' C
IN MIN. t A
(�
4" INVERT AT SEPTIC TANK (IN) f _ o / // %/////moi //////////// `O �s=s5o?s NA �< -- -
// /
4" INVERT AT SEPTIC TANK (OUT) 103.05' D j __ ; \SJ \1 J �'$ I PAP,CEL: E
i / Z / I / I. ZOOMING DISTRICT: c oa
4" INVERT AT DIST. BOX (IN) 102.79' E / S_IoACI"S.
/ / i ,,J DISTRICT:
-LJ
/ EXIST. p\ I o
"� FROtiT 3G'
4" INVERT AT DIST. BOX (OUT) 102.52 F i V
� SIDE 15'
/ 3 BEDROO'J BULKHEAD PEAR 20'
I o _.
DWELLING BS1
INVERTS AT LEACHING FACILITY: I / TOF 105.3' MINIMUM LOT sz 25,000 S.F.
/ EXIST. INV. = 103.5' 1 GROUNDWATER
4" INVERT AT BEGINNING / LOT 100 ; OVERLAY DISTR!-T: NO
OF LEACHING CHAMBER 102.55' G / / 8,000-+ S.F.
f / / LOT 98 FEMA FLOOD
ELEVATION AT :BOTTOM I � - EXIST. � ZONE DISTRICT: "E" & "A5"
GF LEACHING CHAMBER 101.3 H / -CHV,_ - SHED
-i- � - - -�- 7- � < ZONE !, No
--� LOCUS PLAN.
N0 SCALE
ADJUSTED 97.3' J i ! / / Mss 00'oD"W :20.00'
GROUNDWATER i�
4
� BENCHMARK Pb ,
I TOP OF VdOODEN
I STAKE SET.
p t= jll J
VARIANCES,
.' �E�VES-���� S / A�� / tae✓_ �EtEV.05.44' % - -_-- -i A
-REQUESTED / �� � �moF�e s� F � � Q
1`
CZAI3 A g+
FI LD
IN '::D;-
t ' LOT 0-9
TITLE V:' SECTION 15.212: TO ALLOW 4' SEPERATION TO GROU":Dti';,A'T R t p� �
'L N
1N LIEU OF 5'. T� L
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I DAV10 J. `, P 3 L❑CUs I
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4 :112
PLAIN, V! ` '�� � �Y� �� �/�_ / �L S ,�Rt DRIVE
GENERAL NOTES:
1.. THIS..PLAN IS FOR DESIGN AND
`CONSTRUCTION OF THE SEWAGE .
- -DISPOSAL FACILITY ONLY. --
2. ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO MASS.
O.E.P TITLE 5 AND LOCAL BOARD
OF HEALTH REGULATIONS.
3. ALL PIPES LOCATED UNDER PAVEMENT.
OR TRAVELED WAY SHALL BE SCHEDULE
-AD OR EO'JAL- :: _._ -..
4. THERE ARE NO YNOW+I PRIVATE WELLS -
LOCATED W.TH!N 150 FT. OF THE .
PROPOSED LEACHING FACILITY NOR
ANY KNOWN WELLS PROPOSED WITHIN
150' OF ANY KNOWN LEACHING FACILITY.
5. WTHIN LIMIT OF EXCAVATION REMOVE
ALL TOPSOIL, SUBSOIL AND OTHER
IMPERVIOUS MATEERIAL.
6. REPLACE 4TH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS
CONFORMING TO THE FOLLOWN.NG
,!_VE ANALYSIS
10-1 (MAX) BY W'?. SHALL
PASS No. 50 -SIEVE
<10 2 OF No. 4 SIEVE SHA'!
PASS No. 100
<5 % OF No. 4 SIEVE SHALL -
PASS No. 2DO
UNIFORMITY COEFFICIENT C• No. 4
SIEVE </=6.0
7. EXISTING UTILITIES WHERE SHO'R'N
IN THE DRAWINGS ARE APPROXIMATLL.
THE CONTRACTOR SHALL BE PESPON-
SIBLE FOR PROPERLY LOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION 'ACTIVITY WITH D!G-SAFE
AND THE APPLICABLE UTILITY
COMPANY AND MAINTAINING THE
EXISTING UTILITY SYSTEM IN SERVICE.
DIG -SAFE SMALL BE NOTIFIED PER
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER, 82, SECTION 409
AT TEL 1-888-344-7233. THE -
ENGINEER, DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
UTILITIES,AND SUBSURFACE STRUCTURES
ARE SHOWN1.10CATIONS AND
ELEVATIONS OF UNDERGROUND -UTILITIES
TAKEN FROM RECORD PLANS, THE
CONTRACTOR, SHALL VERIFY SIZE,
LOCATION AND INVERTS OF UTTLI TE5 "
AND STRUCTURES AS-REOUIRED PRIOR,
TO THE START OF CONSTRUCTION.
a. THIS SYSTEM, IS NOT DESIGNED FOA
THE USE OF A GARBAGE GRINDER,
A GARBAGE GRINDER IS NOT'
! RECOMMENDED DUE TO RECOGNIZED
1 ADVERSE IMPACTS TO THE LEACHING
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