HomeMy WebLinkAbout83-1521 - Sewage Disposal-_ - - __- ____...�.__ _ ��.,•-ter,__.,.-.� _o.,, ��_,.-,,._�..,.,�.,." .__._r._-__-_r.._�.� _ - ;:
• `
w ,
I
-
ri
ItJI 1`11I . .: '11' ' ".. _ ,. _" NVICJ: 1. xriz • IPr,n anm".or. al' -I -
7.6 REINFORCED CONCRETE. TEES T RBE CE OR CAST -IN-PLACE :
. o
. 1 PAIN . -3- MAX �_ WALLS
GRD. EL.' 6.8 GRD. EL. TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE 2 3 2 NOTES: o UNI
2. SEPTIC TANK TO WITHSTAND H=10 LOADING COVER COVER f 5 TS
ADJ.' 25 ADJ r t 11
GN. EL 2.5 GW. EL. UNLESS UNDER PAVEMENT, DRIVES OR _.i._ - _ I - ,
0 a 7. DIST. BOX TO WITHSTAND H 10 LOAD NG »
0 AN tOYR 2 1 A » LOAMY SAND 10YR 2/1 TRAVELED WAYS; WHEREIN H-20 LOADING v••v..a,v.•v..,v.v....,.A.. .a 2 0
A » LOAMY S D / 6 - ,ric BAIV" UNLESS UNDER PAVEMENT, DRIVES OR 4 PVC o
7- 0
HA APPLY.
4 , S LL
1' ' E LOAMY SAND 25YR 5/1 T
A N PIPE °
0
O
O
0 50" 12'
0
o ll
0
1
- I
1 N H D G
M AND 2.5YR 2 A WAYS WHEREI 20 LO
LOAMY S TRAVELED o
L o 0
/
0
0 0 0 0 0 0 0
0 0 0
9 N NCR o 0
'1 NS AND CONCRETE 0 0 0 0 0 0
N 11 0
PIPE -CO NEC 0 00
1
2
3. ALL o
0
0
O O
MANHOLE O o o O O o 0 0
- 4 IA CONCRETE o 0 0 0 0 0
" 2 2 D o
0 0 0
GAMY SAND 10YR 5 6 CONSTRUCTION SHALL BE WATERTIGHT.
LOAMY SAND 10YR 5/6 L / SHALL APPLY..
. 2 .COVERS WITH METAL HANDLES BROUGHT 1 � - '1'" 15
2 4. FILL ALL UNUSED KNOCKOUTS WITH
B TO 6 FROM;3A
GRADE 2. PRONDE INLET TEE OR BAFFLE WHERE 45'
B } 8
MORTAR. fi: 5.5 OUTLETS a "
• s � � SLOPE OF PIPE EXCEEDS 0.08 FT. /FT OR W - LEACHING 3 . , " 3 '. �� wr,i .�... • •. . v •. PLAN VIE SIS�HAMq RS
30 - 37 IN PUMPED SYSTEM.
EL - 3.4 TEE -TO B.. UNDER .� >e . .aa . «e . oe .ea T
EL 4.3 ., 12 MINXNIN 3 azb 4 M.H. OPE G yr$4 6 6 COVER MED SAND tOYR / 2 3. FlRST TWOFEET OF PIPE Ol1T OF DIST._MED SAND 1OYR 6/6 __ MIN. 27 SLOPE LOAM do SEEDDISTURBED AREASC 4 BOTTOM ON LEVEL c iC 1 Z RAISE M.H Wf- 6 :MIN. 3 4 TO BOX TO B_ LAD LEVEL59 55 : 10 -6 STABLE BASE e".SEWER BRICK :- ..,1 1 GUSHED /2 N P AND CONCRETE 4. ALL TRU TI NEC ONS 3 MAX. C MPACTED FILL 36 MAXIMUM - 12 MINIM M
• do MORTAR < CROSS SECTION STONE BASE c_ 1D 0 :. 12 CONSTRUCTION SHALL B WATERTIGHT.6 6 NORMAL LEVEL 0 0 0 0 0 0 00 0 o 0 0 0 0 3' LAYER
_ 7U" f" - _ • � � 0 � x(1(1 � Q � OQ Q Q_ '
79 _ 3
-7 �-
0
• C PRECAST SEPTIC TANK . ,
2 C -
B
8
' 2
INLET TEE =t 4 9
M AND 10YR 6 2 MED SAND 10YR 6/2 _ _ _ 5 -Z" 4•-6" a IN oa ekw oi, a 5'_4• 15 1
Y 9 ED 5 / 9 4 0 M. a m�T RE
z :'
LIQUID DEPTH
INDICATES W ca' m_jM* ' L
5'-8' -
=.
10 EL - (-2.4 120. OBSERVED
10 EL = (-3.2) 120" - ) - GROUND WATER
le.::•ems • ise-77< _
INDICATES
ESTIMATED a BOTTOM ON LEVEL STABLE BASE c 3 -
PLAN VIEW I7 1/2 22
SEASONAL HIGH ��d� �l!�Y�2•
DATE- DATE. 6• MIN. - ST TO CROSS-SECTION VIEW PLAN MEw CROSS-SECTION OF CHAMBER
11/22/1999 11/22/1999' GROUND WATER 11/2 STONE
T BY: TEST. BY. INDICATES Y%_ - AS OF MARCH 2001 - 1
TES
PERC. / -- THE BSC GROUP. INC. "',�/
THE BSC "GROUP INC.-
� �rrre4
TE PAR1�.,�R NECK ,' DESIGN CRITERIA.
ih^,TNESSEb BY: Y„TNESSED BY. A7 1tl �L ROA p�
00. B r4 AD ('�0' M DE _ P
VON HONE KELDA WELSH AMY VON HONE / KELDA WELSH (/ rr� i21VATE)
AMY o / SCALE. 1 - 20 FEET , ___ _____--__�______:.
r ,,';,-----_:,�__. -�R-�j�1,�_�.-- ___..__ ,- __:___, DESIGN FLOW:
PERC. RATE: PERC. RATE. _ H
N/A MtN. NCH --- _ _____ 5 BEDROOMS AT110G.P.B.%D 550 G.P.D:
_MiN./INCH II INDICATES "� `t` ---- - .. ---
SOIL EVALUATOR UNSUITABLE 0 10 20 40 "FT. r r N87.50'40"W r'
SOIL EVALUATOR lc **i MICHAEL PETRiN MATERIAL 24 '
MICHAEL PETRIN C
LEGEND R=1r.22 190.06' •,
SOIL CLASS. NOTE. i L=14.82'-
SOIL CLASS: I ., _ -50.00-
SOIL REQUIRED SEPTIC TANK.
1 DUE TO THE PROXIMITY TO . K I r, r 6%- , ,,. BENCHMARI�
TIDAL INFLUENCE, HIGH 4.7 PRE -CONSTRUCTION ; /
4 _ TOP of NE } 550 X 200% = 1100 GAL.
O r _• -' DRYWELL' FOR 'i i
L.T.A.R. GROUND WATER ADJUSTMENT GRADE. �.., ,.; . -' BOUND, ELEVATION
L.T.A.R.
G.P_D. O.FT. TO BE SET AT 2.5' N.G.V.D. r , ROOF RUNOFF IMPERVIOUS
- ;s = 3 SEPTIC TANK PROVIDED: AL.
P .FT. "_ ' g Q . r : �j R 7.03' N.G.V.D.
74 G. D. SQ y , _ � ,DRIVEWAY
�_ � POST ROUGH �; t- ,?> : �
FILL GRADE
X 0.6 44.6
DATUM1 / , �,• . i _, _ _ 4 .X; SIZE OF LEACHING FACILITY REQUIRED:
. g PROPOSED �i \NE . HAYBo♦ ;� _ - ,-Y
FINISHED �� EE BARRIER '
VERTICAL DATUM. N.G.V.D. � 0.F
_ R ; . srr, - �"; ,' - ! r +-' : , __ - ._, ., - . ,� ,- \ -- DESIGN PERC RATE: MIN./ INCH
GRADE M , p z , �2
• YARMOUTH, MON. 8 6.29 N.G.V.D. �� Q1 // . O , 8.,5 r to di._ LONG TERM ACCEPT. RATE 0.74 G:P.D S.F:;
, BENCH 'MARK USED. TOl"JN 01- Y 0 � . , , \\ �'// 1 , :..._ w, 9,6 / /
TOP SOF 'STONE. BOUND ELEV. 7.03 h 1t" a� -
BENCH 'MARK SET. . ti
i
it :..I ";^�,: �'\, \j_..rA._ ``•' "`t _ �/� ! ---� �, �" I Fel u>" w
", Y 0',-�y >• \�: '8 0 - � - 3, �. 1.' ; ,x
E, LOT 1 `
,- ,' GARAGE
ILE. NOT TO SCALE ,,,,o
PROF .. .- - ..� ` w
` .. _A f 949_ S.F. WETLAND T.O.SLAB I FACILITY
r � �, z � o SIZE. OF LEACHING FAC L TY
-- `r f 27.065'i S.F. UPLAND 12.0 t l 5.0 , I TP -2 : f z STONE
:
EL- A FIRST PIPE LENGTH , _
COVERS TO WITHIN ;
TCP FOUNDATION
TO BE SET LEVEL t %' ' 28 014± S.F. TOTAL AREA T i r 7 BOUND
5 OF FINISHED GRAD _ _ _ + �� +
EL 17.0
FOR MN. 2 r ., /� , 550 GPD 0.74 GPD/SF = 743 S.F,
FINISH GRADE �.[- j ��l1 ��sr". , ' -_. _'_.. PROPOSED ;+ D , I FOJhD
15 MIN l A.J T I 2 ' r t
•1t• L / - DECK HELD
r.,. - N
' , C i /- ,.. � s USE HIGH DENSITY P�LYETHYLE E
D t - o
1
\ Fr �`I ,
LEACHING CHAMBERS12'X2 X .5
-� � O�Cr� . , = z f LEAC I � C BE
tFA.CIfiNG CHArdBER ` ; .: ` 4 !" t � J . •. � � I
\\ ). .-. : ��. - ,t 1_ 4 BfDR00M , : 1,500 , o : ,
40�' / , GAL T. , SIDEWALL = 2C12 +45) X 2 = 228
Max ` DWELLING �` II , BOTTOM = 12' X 45' =540
I=B t= L=G J ; T.O.F 16.1
H j . ` / : . , T i o 768 S,F.
a< + I
r E 1 4.5 +PROPOSED _
I=C DIST. BC i` . ilr. O r , 11.0 z 768 S.F x 0.74 GPD/SF - 558 GPD
1?.0 tF l ` # 5824622" ! __ - Itf I POOL ,
P
ARAr,
, E
i
., sEP Gil
` 154D GaSGV t`r` 133.6. TP -1
3
t.
TIC TANK
SEP AD AJS1E� cit + ^ TE? ; , + y , =� 1 6.5
6' STONE BASE l` R - I _ Pfi4QOSED
:: ; . �"" ® / , <•`. 1 CONCRETE PAD
EL s 4.0' UNOTSTURBED NATURAL GROU1"J %,,, r �, ti V •r $0.1 " o i
r, S 41 E= t7i
�a r t 1 9.68. 1 t
oo
LOCUS INFORMATION
to
G �.tb DRYWELL
INVERT ELEVATIONS. _
,' ,f`,:' s / ,•r y _ -,' 1 � '! ,/ 14 � o� FOR POOL CURRENT ON,TlER: N!, CHANDLER BOSIYORTH
FOUNDATION 18.5 A J ( ; _ r"DRYVIELL z RUNOFF RJB REALTY NOM. TRUST
TOP OFL, /
sf �` - - ,f I " �y, I>.. :. 1' FOR ROOF J I
TOP OF SLAB 11.0 - %` ( PA E •
. .• r � 1 r RUNG � DEED
13.50 B :
-
4", INVERT AT BUILDING ,, ,^�,' •�- �� " �0 REFERENCE BOOK "13699,. G� 338
4 INVERT AT SEPTIC TANK (IN) 12.95 C �O / -Z� 1 64.4' r r` 44.2', ------ PLAN REFERENCE: BOOK 555, PAGE 75
" d.1'' r : ;,�` i 72.9 / T4 RET. It p C i - BOOK489, PAGE 27 +
4 INVERT AT SEPTIC TANK (OUT) 12.70 D �� 1 / _• �,, �, o A
.'+ WALL �+ v R _ �7' ' ASSESSORS MAP: 19
4" INVERT AT,DIST. BOX (IN) 11.25' E �` :'1 j Q I t 16 , ; ZONE PARCELS:. 41.1.2
" C' , r , FLOOD m
T DIST. BOX OUT 11.08 ` F , a i,.0 -. J ' Al2. ELEV 10' x
4 INVERT A D S (OUT) RESIDENTIAL ZONE: "R-25"
LOT 2,
- 6.040± S.F.WETLAND / d - r t r I o z SETBACKS._ FRONT 30
FACILITY: l /Z240± P 1 ' 0 SIDE 15'
INVERTS AT LEACHING C `S.F. UPLAN o +
1500 AL +
/ c, REAR 15
/ 48,280± S.F. TOTAL AREA • 4 i=' t o
4" INVERT AT BEGINNING _ . ,, y
r / , . t , F f ..: C ,- t° C- TANK i ' +n i o M NIMUM LOT SIZE 25.000 S.F.
'i N HAMBER 9.5 G BREAKOUT ELEVATION 10.0
0. LEACHING C yry I �<v -/ PROPOSED r w ' r m
ELEVATION AT BOTTOM j r )- .' r* . ���
5 BEDR00" r f g MINIMUM FRONTAGE: 150
D�5 LLi*JG , J ,
7 5 H < . �r ; : ., b I MIT OF
OF LEACHING' CHAMBER - �� . �� T.o.F 18.5
m - / / ` D" r L i EXCAVATION
. ✓✓.t' i 4r �:' 0 + i EE GENERAL OVERLAY GROUNDrD STRICT: NONE
NOTES: & 6
N 5
c GAP.rGE/SKS I,'ENT , rn TP 4 NEI SCALE
ADJUSTED � K;4 ,> !. o S� AB Q r
LOCUS PLAN.
' GROUNDWATER 2.5 J C �^
� � O ,�.''� �x� '
` VARIANCES REQUESTED: X
o �i`
PERVIOUS ' '
11\ DRIVEWAY a i MA!Pt STREET
NONE % ;
p �Op3.7 V , ' S75. Q\1G114"i vI i i
v r ` %O f
NOTES: ss�
n S/�� �C VA 'AA 1 BpNCE 11�� ,d, COQ /a° ��(�� `', r ca v 'C G
` %-. ', ��
rrl
OF 602pER' O VEGETATIVE WETLANDS (BV) DELrNxE'A.TED BY NOPMAN W. MAYES . PWS AND APPROJy BY Fi N
1•) EDGE
c 1e1 AT K M�TNc ON DECE►'?ER 2 1996. . ?((�jE ��O Q15TU pa `Z 1. jOp 39.a. -J a A C
G TH- YARMOUTH CONSERVATION COM SSION ASEM 7-
NNIH'REON WAS CREATED MA AN APPROVAL NOT REQUR (ANR) PLAN BY TriE BSC ('OJc, IN .r. A Jae !� 7.0 31' TP -3 vi N z m
P.) THE LOT SHD O m
S*NED BY THE PLANNING BOARD ON MARCH 1. 2000 ' A
z
e w z
Y ` � x LOCUS ORE DR'
•3. THE ENTIRE LOT FALLS WITHIN THE FLOOD ZONE AI2, ELEVATION 10.00' N.G.V.D. � ` i1M ' 139.2
/ 1 0 G o 6.3 ��.. � t_. 5• SH
0 4.) THE HOUSE IS SUBJECT TO FINAL ARCHITECTURAL DEIGN AND THE FOOTPRINT MAY VARY. �, : Ea ?e 1 I 1 vv - 77.7 FADE
m �'. � SE�"EN ' ,p TO
- 5.) ADJACENT SITE FILLIN 1S UNDERSTOOD TO OCCUR PRIOR 'TO TRANStEP" OF TITLE T1lFI? FORE NO FI L Ea._NENTS
i ARE. REOUIRED_ U /////. 7 . - �, ,,v `' k + Sr -FGA N ERS '�-
�. _ c .� 1 R1'la,'F- - SPC � PARKERS _
N" }Z THE AREA OF THE SEPTIC AND RESERVE t5 TO 8E EXCAVATED AVD IM1SPECTED BY TN_ 4 f{ % - �. w p LL E
6.) BEFORE THE LOT IS FILLED
_ i
o BOARD OF HEALTH AND THE BSC GROUP, INC.. THEN BACKFILLED *111-11 VATER1ALS NOTED IN GENcJ2AL NOBS 5 6. O BEACH
r / RAVER
m N !N ACCORDANCE N"TH THE ORDER OF CONDITIONS ISSUED FDP LOT 2 BY 11Iq j !y
7.);SITE SHALL BE CONS y/ r �/
r" m '.YARMOUTH CONSERVATION.CQ!R.!ISSION ON AUGUST 3. 2000.. _ /ij� i "DRYWELL FORI��/ e"d+.� \�• 15
/ ! �/ RD. F I��'� . NANTUCKET SOUND
8.).DRYWELL LOCATIONS- SHOWN ON THIS PLAN ARE APPROx!MATE. SIZE AND ELEVATION OF EACH DRYWELL j ✓ //...... ROOF .RUNG p.: " . ` .�-� '•
i
f i TO BE DETERMINED BASED ON ACTUAL HOUSE DIMENSIONS.,
r
i :' _ : :'. : ..'. _..; . :. '." _ < '... .-.•.: ,. �.. is - - ..
REVISIONS' `
eeeeee
.. s.
e •
aeeeeee
yeeeeeeeeeee� e
11', 8/16/00 B:D.Fi. ISSUE
t /eeeeeeeeeee�i
�eeeeeeeeeeee
� • • • • •
, • ' •
>�eeeeeeeeeeee/ i
4r' 6/24/02• REVISE GRADING
♦ •
�ieeieeeeeeel -
1. THIS PLAN IS FOR DESIGN AND
� ie�e�e�e�e�e�,
•• • •
. • .
2. ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO MASS.'
-Dx P TITLE 5 AND LOCAL SOARD ' '
OF HEALTH REGULATIONS. -
3, ALL: PIPES LOCATED UNDER PAVEMENT
OR TRAVELED WAY SHALL BE'SCHEDULE
40 OR EOUAI_
STONE
4. THERE ARE NO kNOt+:N PRIVATE"WELLS
LOCATED WITHIN 150, FT. OF TItE
PROPOSED LEACHING FACtUTY NOR' '
INDICATES
ESTIMATED a BOTTOM ON LEVEL STABLE BASE c 3 -
PLAN VIEW I7 1/2 22
SEASONAL HIGH ��d� �l!�Y�2•
DATE- DATE. 6• MIN. - ST TO CROSS-SECTION VIEW PLAN MEw CROSS-SECTION OF CHAMBER
11/22/1999 11/22/1999' GROUND WATER 11/2 STONE
T BY: TEST. BY. INDICATES Y%_ - AS OF MARCH 2001 - 1
TES
PERC. / -- THE BSC GROUP. INC. "',�/
THE BSC "GROUP INC.-
� �rrre4
TE PAR1�.,�R NECK ,' DESIGN CRITERIA.
ih^,TNESSEb BY: Y„TNESSED BY. A7 1tl �L ROA p�
00. B r4 AD ('�0' M DE _ P
VON HONE KELDA WELSH AMY VON HONE / KELDA WELSH (/ rr� i21VATE)
AMY o / SCALE. 1 - 20 FEET , ___ _____--__�______:.
r ,,';,-----_:,�__. -�R-�j�1,�_�.-- ___..__ ,- __:___, DESIGN FLOW:
PERC. RATE: PERC. RATE. _ H
N/A MtN. NCH --- _ _____ 5 BEDROOMS AT110G.P.B.%D 550 G.P.D:
_MiN./INCH II INDICATES "� `t` ---- - .. ---
SOIL EVALUATOR UNSUITABLE 0 10 20 40 "FT. r r N87.50'40"W r'
SOIL EVALUATOR lc **i MICHAEL PETRiN MATERIAL 24 '
MICHAEL PETRIN C
LEGEND R=1r.22 190.06' •,
SOIL CLASS. NOTE. i L=14.82'-
SOIL CLASS: I ., _ -50.00-
SOIL REQUIRED SEPTIC TANK.
1 DUE TO THE PROXIMITY TO . K I r, r 6%- , ,,. BENCHMARI�
TIDAL INFLUENCE, HIGH 4.7 PRE -CONSTRUCTION ; /
4 _ TOP of NE } 550 X 200% = 1100 GAL.
O r _• -' DRYWELL' FOR 'i i
L.T.A.R. GROUND WATER ADJUSTMENT GRADE. �.., ,.; . -' BOUND, ELEVATION
L.T.A.R.
G.P_D. O.FT. TO BE SET AT 2.5' N.G.V.D. r , ROOF RUNOFF IMPERVIOUS
- ;s = 3 SEPTIC TANK PROVIDED: AL.
P .FT. "_ ' g Q . r : �j R 7.03' N.G.V.D.
74 G. D. SQ y , _ � ,DRIVEWAY
�_ � POST ROUGH �; t- ,?> : �
FILL GRADE
X 0.6 44.6
DATUM1 / , �,• . i _, _ _ 4 .X; SIZE OF LEACHING FACILITY REQUIRED:
. g PROPOSED �i \NE . HAYBo♦ ;� _ - ,-Y
FINISHED �� EE BARRIER '
VERTICAL DATUM. N.G.V.D. � 0.F
_ R ; . srr, - �"; ,' - ! r +-' : , __ - ._, ., - . ,� ,- \ -- DESIGN PERC RATE: MIN./ INCH
GRADE M , p z , �2
• YARMOUTH, MON. 8 6.29 N.G.V.D. �� Q1 // . O , 8.,5 r to di._ LONG TERM ACCEPT. RATE 0.74 G:P.D S.F:;
, BENCH 'MARK USED. TOl"JN 01- Y 0 � . , , \\ �'// 1 , :..._ w, 9,6 / /
TOP SOF 'STONE. BOUND ELEV. 7.03 h 1t" a� -
BENCH 'MARK SET. . ti
i
it :..I ";^�,: �'\, \j_..rA._ ``•' "`t _ �/� ! ---� �, �" I Fel u>" w
", Y 0',-�y >• \�: '8 0 - � - 3, �. 1.' ; ,x
E, LOT 1 `
,- ,' GARAGE
ILE. NOT TO SCALE ,,,,o
PROF .. .- - ..� ` w
` .. _A f 949_ S.F. WETLAND T.O.SLAB I FACILITY
r � �, z � o SIZE. OF LEACHING FAC L TY
-- `r f 27.065'i S.F. UPLAND 12.0 t l 5.0 , I TP -2 : f z STONE
:
EL- A FIRST PIPE LENGTH , _
COVERS TO WITHIN ;
TCP FOUNDATION
TO BE SET LEVEL t %' ' 28 014± S.F. TOTAL AREA T i r 7 BOUND
5 OF FINISHED GRAD _ _ _ + �� +
EL 17.0
FOR MN. 2 r ., /� , 550 GPD 0.74 GPD/SF = 743 S.F,
FINISH GRADE �.[- j ��l1 ��sr". , ' -_. _'_.. PROPOSED ;+ D , I FOJhD
15 MIN l A.J T I 2 ' r t
•1t• L / - DECK HELD
r.,. - N
' , C i /- ,.. � s USE HIGH DENSITY P�LYETHYLE E
D t - o
1
\ Fr �`I ,
LEACHING CHAMBERS12'X2 X .5
-� � O�Cr� . , = z f LEAC I � C BE
tFA.CIfiNG CHArdBER ` ; .: ` 4 !" t � J . •. � � I
\\ ). .-. : ��. - ,t 1_ 4 BfDR00M , : 1,500 , o : ,
40�' / , GAL T. , SIDEWALL = 2C12 +45) X 2 = 228
Max ` DWELLING �` II , BOTTOM = 12' X 45' =540
I=B t= L=G J ; T.O.F 16.1
H j . ` / : . , T i o 768 S,F.
a< + I
r E 1 4.5 +PROPOSED _
I=C DIST. BC i` . ilr. O r , 11.0 z 768 S.F x 0.74 GPD/SF - 558 GPD
1?.0 tF l ` # 5824622" ! __ - Itf I POOL ,
P
ARAr,
, E
i
., sEP Gil
` 154D GaSGV t`r` 133.6. TP -1
3
t.
TIC TANK
SEP AD AJS1E� cit + ^ TE? ; , + y , =� 1 6.5
6' STONE BASE l` R - I _ Pfi4QOSED
:: ; . �"" ® / , <•`. 1 CONCRETE PAD
EL s 4.0' UNOTSTURBED NATURAL GROU1"J %,,, r �, ti V •r $0.1 " o i
r, S 41 E= t7i
�a r t 1 9.68. 1 t
oo
LOCUS INFORMATION
to
G �.tb DRYWELL
INVERT ELEVATIONS. _
,' ,f`,:' s / ,•r y _ -,' 1 � '! ,/ 14 � o� FOR POOL CURRENT ON,TlER: N!, CHANDLER BOSIYORTH
FOUNDATION 18.5 A J ( ; _ r"DRYVIELL z RUNOFF RJB REALTY NOM. TRUST
TOP OFL, /
sf �` - - ,f I " �y, I>.. :. 1' FOR ROOF J I
TOP OF SLAB 11.0 - %` ( PA E •
. .• r � 1 r RUNG � DEED
13.50 B :
-
4", INVERT AT BUILDING ,, ,^�,' •�- �� " �0 REFERENCE BOOK "13699,. G� 338
4 INVERT AT SEPTIC TANK (IN) 12.95 C �O / -Z� 1 64.4' r r` 44.2', ------ PLAN REFERENCE: BOOK 555, PAGE 75
" d.1'' r : ;,�` i 72.9 / T4 RET. It p C i - BOOK489, PAGE 27 +
4 INVERT AT SEPTIC TANK (OUT) 12.70 D �� 1 / _• �,, �, o A
.'+ WALL �+ v R _ �7' ' ASSESSORS MAP: 19
4" INVERT AT,DIST. BOX (IN) 11.25' E �` :'1 j Q I t 16 , ; ZONE PARCELS:. 41.1.2
" C' , r , FLOOD m
T DIST. BOX OUT 11.08 ` F , a i,.0 -. J ' Al2. ELEV 10' x
4 INVERT A D S (OUT) RESIDENTIAL ZONE: "R-25"
LOT 2,
- 6.040± S.F.WETLAND / d - r t r I o z SETBACKS._ FRONT 30
FACILITY: l /Z240± P 1 ' 0 SIDE 15'
INVERTS AT LEACHING C `S.F. UPLAN o +
1500 AL +
/ c, REAR 15
/ 48,280± S.F. TOTAL AREA • 4 i=' t o
4" INVERT AT BEGINNING _ . ,, y
r / , . t , F f ..: C ,- t° C- TANK i ' +n i o M NIMUM LOT SIZE 25.000 S.F.
'i N HAMBER 9.5 G BREAKOUT ELEVATION 10.0
0. LEACHING C yry I �<v -/ PROPOSED r w ' r m
ELEVATION AT BOTTOM j r )- .' r* . ���
5 BEDR00" r f g MINIMUM FRONTAGE: 150
D�5 LLi*JG , J ,
7 5 H < . �r ; : ., b I MIT OF
OF LEACHING' CHAMBER - �� . �� T.o.F 18.5
m - / / ` D" r L i EXCAVATION
. ✓✓.t' i 4r �:' 0 + i EE GENERAL OVERLAY GROUNDrD STRICT: NONE
NOTES: & 6
N 5
c GAP.rGE/SKS I,'ENT , rn TP 4 NEI SCALE
ADJUSTED � K;4 ,> !. o S� AB Q r
LOCUS PLAN.
' GROUNDWATER 2.5 J C �^
� � O ,�.''� �x� '
` VARIANCES REQUESTED: X
o �i`
PERVIOUS ' '
11\ DRIVEWAY a i MA!Pt STREET
NONE % ;
p �Op3.7 V , ' S75. Q\1G114"i vI i i
v r ` %O f
NOTES: ss�
n S/�� �C VA 'AA 1 BpNCE 11�� ,d, COQ /a° ��(�� `', r ca v 'C G
` %-. ', ��
rrl
OF 602pER' O VEGETATIVE WETLANDS (BV) DELrNxE'A.TED BY NOPMAN W. MAYES . PWS AND APPROJy BY Fi N
1•) EDGE
c 1e1 AT K M�TNc ON DECE►'?ER 2 1996. . ?((�jE ��O Q15TU pa `Z 1. jOp 39.a. -J a A C
G TH- YARMOUTH CONSERVATION COM SSION ASEM 7-
NNIH'REON WAS CREATED MA AN APPROVAL NOT REQUR (ANR) PLAN BY TriE BSC ('OJc, IN .r. A Jae !� 7.0 31' TP -3 vi N z m
P.) THE LOT SHD O m
S*NED BY THE PLANNING BOARD ON MARCH 1. 2000 ' A
z
e w z
Y ` � x LOCUS ORE DR'
•3. THE ENTIRE LOT FALLS WITHIN THE FLOOD ZONE AI2, ELEVATION 10.00' N.G.V.D. � ` i1M ' 139.2
/ 1 0 G o 6.3 ��.. � t_. 5• SH
0 4.) THE HOUSE IS SUBJECT TO FINAL ARCHITECTURAL DEIGN AND THE FOOTPRINT MAY VARY. �, : Ea ?e 1 I 1 vv - 77.7 FADE
m �'. � SE�"EN ' ,p TO
- 5.) ADJACENT SITE FILLIN 1S UNDERSTOOD TO OCCUR PRIOR 'TO TRANStEP" OF TITLE T1lFI? FORE NO FI L Ea._NENTS
i ARE. REOUIRED_ U /////. 7 . - �, ,,v `' k + Sr -FGA N ERS '�-
�. _ c .� 1 R1'la,'F- - SPC � PARKERS _
N" }Z THE AREA OF THE SEPTIC AND RESERVE t5 TO 8E EXCAVATED AVD IM1SPECTED BY TN_ 4 f{ % - �. w p LL E
6.) BEFORE THE LOT IS FILLED
_ i
o BOARD OF HEALTH AND THE BSC GROUP, INC.. THEN BACKFILLED *111-11 VATER1ALS NOTED IN GENcJ2AL NOBS 5 6. O BEACH
r / RAVER
m N !N ACCORDANCE N"TH THE ORDER OF CONDITIONS ISSUED FDP LOT 2 BY 11Iq j !y
7.);SITE SHALL BE CONS y/ r �/
r" m '.YARMOUTH CONSERVATION.CQ!R.!ISSION ON AUGUST 3. 2000.. _ /ij� i "DRYWELL FORI��/ e"d+.� \�• 15
/ ! �/ RD. F I��'� . NANTUCKET SOUND
8.).DRYWELL LOCATIONS- SHOWN ON THIS PLAN ARE APPROx!MATE. SIZE AND ELEVATION OF EACH DRYWELL j ✓ //...... ROOF .RUNG p.: " . ` .�-� '•
i
f i TO BE DETERMINED BASED ON ACTUAL HOUSE DIMENSIONS.,
r
i :' _ : :'. : ..'. _..; . :. '." _ < '... .-.•.: ,. �.. is - - ..
REVISIONS' `
NO. DATE ". DESCRIP71ON
11', 8/16/00 B:D.Fi. ISSUE
2_ 12/11/00-B:O.H. COMMENTS
3. `6/19/02: RELOCATE HSE.-,,
4r' 6/24/02• REVISE GRADING
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.'
-Dx P TITLE 5 AND LOCAL SOARD ' '
OF HEALTH REGULATIONS. -
3, ALL: PIPES LOCATED UNDER PAVEMENT
OR TRAVELED WAY SHALL BE'SCHEDULE
40 OR EOUAI_
4. THERE ARE NO kNOt+:N PRIVATE"WELLS
LOCATED WITHIN 150, FT. OF TItE
PROPOSED LEACHING FACtUTY NOR' '
ANY 'KNOWN WELLS PROPOSED WITHIN
150' OF ANY KNOWN LEACHING FACILITY.
5. WITHIN LIMIT OF EXCAVATION REMOVE
ALL TOPSOIL, SUBSOIL AND OTHER '
IMPERVIOUS MATERIEL.
6- REPLACE, WTH CLEAN WASHED SAND
OR OTHER 'CLEAN GRANULAR SOILS
CONFORMING TO THE FOLLOW!NG '
SIEVE ANALYSIS'
10% (MAX) 13Y WT. SHALL
PASS No- 56 SIEVE.
<10 % OF No. 4 SIEVE SMALL
PASS No. 100 ,
4 'r OF No. 4 STEVE SHALL
PASS No. 200
UNIFORMITY COEFFICIENT 0 No, 4
STEVE .t/=6.0
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAVANGS ARE APPROXIMATE '
THE CONTRACTOR SHALI.`.8E PESPON- `
SIDLE FOR PROPERLY LOCATING AND
COORDINATING-THE•PROPOSED CON-',,_
STRUCTION ACTIVTY WITH DIG -SAFE ,
AND ;THE APPLICAPLE UTILITY
COMmANY AND MAINTAINING THE
EX!SIlNG UTILITY 'SYSTEM NI.SERVICE.' . .
DIG -SAFE -SHALL BE NOTIFIED PER
THE: STATE OF; MASSACHUSETTS_
STATUTE CHAPTER. 82.: SECTION 409
AT TEL 1=888-344-7233.`7HE
EN0INEER DOES NOT"GUARANTEE;
THEIR ACCURACY OR THAT ALL
UTILITIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCA71ONS AND , ;
ELEVATIONS OF UNDERGROUND UTILITIES
TAKEN FROM RECORD PLANS.'THE;,
'CONTRACTOR SHALL V,"P•IFY SIZE,
LOCATION AND INVERTS Or UTILITIES
AND STRUCTURES AS PEOt11^ED PRIOR
TO TIE START OF -CONSTRUCTION.
8. T1'.5 SYSirm t5 NOT DCS41`1400 FOI?
'THE USE OF A GAP3AGE CR'ND.rP.
A GARBAGE GR"tDFR IS ..NOT ' , -
RECOMMENDED DUE TO-P::cO;NIZCD
ADVEPSr_ IMPACTS T7 TP?` LFACHI'M
FACILITY.
TKe BSE. 15 owT Inc
.657ROUTE 2$, ([UNIT 6)
WEST. YARMOUTH, >1A • 02573
(508) 778=B919- �'
PROJECT TITLE:
r
SE`k"AGE :DISPOSAL
SYSTEM DESIGN
LUT 2 '.
.1 8,e�
/
PAklvl<ANNAVvr.E9T- ,
:DRIVE '
S. YARMOUTH
PP�PAREO fOt7
Mr. 'ROBERT GROSSMAN
: A`JD-
BOSWORTH ASSOCIATES" _
P.O. 'BOX .685
1645 FAU)IOUTH ROAD, -UNrt C
CENTERVILLE MIA
02632,
DATE: , JULY T2, 2000
COMP, DESIGN: K. -.H EALY
CHECK: - D. CR!SPIN/L. MACDONALD
DRAWN: K. HEALY
FIELD: P.H. / A.D.
FILE NO. 4818802\8188LOT1.DNVG
DVdG NO. 5176-t5
SHEET 1 "t
JOB' NO. 4•=8188.00