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1 Note: Lot Dimensions, V'etlands location and drywell requirements are based on
subdivision plans for SOr1;bird Acres prepared by Atlantic Environmental Technologies,
Inc. dated 2/15/95.
it
t
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i
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li
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1
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i
FOP OI- I10LINDA I'IUN f I-:_ t 2-.2 . Ob
I
-'~ FINISH GRADE OVER TANK EL. ) � f • " �M� N�
1�INISH GRADE EL. (VZ%00
f
DISTRIBUTION BOX
-�y���//,tip-���•�` . ,
�A, (SEE NOTE 10)
4 SCH 40 PVC Y
4") SC I -I 40 PVC ---
1091 it
to !
20,10 - •) INS3'ALLGAS BAFFLE 010t 1i9.60
I ; ; F ► 0.45
1500 GAL. SEPTIC TANK
01
li
6 CRC, TI.IJED STONE
i
`E7
t�
E'
i
A
I
�i
4-,
0 1�
J
=ilri.����,�;�
MECHANICALLY COMPACTED LEVEL STABLE BASE
NOT TO SCALE
rev
MEK7
000,
to_ _ o
INSTALL DRYWELL WITH TOP A`1' A MIN.
DEPTH OF 3 BELOW BEGINNING OF PEIZ` IOUS LAVER
Pit *&
INSTALL GEOTE h'TI LE FILTER -I " PERFOEZATED f't f'E - _Z .� _
- _1 0 I � C ► / _
FABRIC ON TOP & ON SIDEWALLS MIN. SLOPE = 0.005 ��- = - - �--'» � - - - ---j,
Oval
0 3/4 "- 1 1/2" \VASIIED STONE ; ,,
1 -
IDIRYW E,L",�dLL D.E.. T�� AT 1.�
SCALE • NONE
Drywell is required for roof drainage as per subdivision plans. _9.2-
D well design details are as per slit. 2� of the subdivision •� --- �"IMPO
ry p bdivision plans. _
Min. bottom area = roof area X (3/14) =AOSF X 3/14 = 3 1 S, (Or ,•
lJse �S ' XR5' =551 SF - - 4 _
i
Min. volume = Roof area X (0.33/0.45) = !► 40SF X 0.33/0.45 =M2_CF •• •f'' ' - - -
... • _ �,
Min. depth =Volume/ Area=12ozCF/ (SF = 4-3Use.� - •. • s. - .---.�_ - - -
\ .. f .
_ _ _
4' WOODEN STARE
PROTECTED AREA
3' SILT RETENTION
FABRIC FENCE
T\\T C
E,, AEL
NOT TO SCALE
T'TS
LG�Cu
L`} .
SCALE: 1" = 2083' -
r V
l /8" - 1/2" WASHED STONE
V �r v• • Yr� , ••• • o •.• t . • • Y--.• •
t • Y .,
p n.�
h p° a��`,�'�' 3/411 - l 1/2" WASHED STONE
D 2 n J P i G o 4 V l�
4 o p a
J i FIETROLi
rtNISH GRADE EL. �20. 0, 3
4" PVC SDR 35 1/8n SHED STONE
_
3/4" - 1 1/2" N'I SHED STONE
NOT TO SCALE
w7y���
1113),_1S
ISM
.`lest ?A N-o. 1rJr- -332
"late ". 3-14-���
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G EN E RA L NUT'S 1'
I. All %vork must be iIl accordance with the regUlrelneIltS of" the D(ailn1outh Board of
Health and Massachusetts Department of Environinertal Protection regulations
310 CM 11.00 & 15.00 (Title 5).
2. Notify the Dartmouth Board of Health and the Engilic-,'r for inspection of sewage
disposal system when leaching area is fully excavates' and when all components
are in place prior to backf filling.
3. No modifications shall be made to this system without prior written approval by
the engineer and the Dartmouth Board of Heaalth.
4. Elevations shown on plans are based on assumed datir".
5. Heavy equipment shall not be run over the disposal sv,. tem.
6. All unsuitable material is to be excavated froin the lea:'11ing area as shown on
plans, and backfil le(1 Nvith clean gravel or colarse sand as specified in 310 CM R
15.255(2).
7. Washed crushed stone shall be free of iron, fines and ('list,
8. Septic tank, distribution box, etc. shall be manufacturrd by Rotondo & Sons Inc. or
approved equal, and installed per manufacturer's specifications.
9. Grout shall be used to provide a water tight seal at all joints where pipe enters or
leaves a concrete structure.
10. Outlet distribution lines shall be level for a minimiun �f the first two feet of their
length as specified in 3 10 CMR 15.232(3)•
11. A Board of Health certificate of compliance as required by 310 CM 15.021
must be obtained by the contractor upon completion c-f work.
12. This system is not designed for a garbage grinder.
SOIL DATA
Test Pit No. 214=- Test Pit No. DVS
Date: `T-17- 9(o Date: T -1-" - 9 to
El. El. t 1
2`/
4�(
(01/
3l�
� 2lJ
O
4 to -
UAM-Lt)
_0 A t-A\ 03)
35 �C_
L0ikM`4
�C
1(
Perc Rate: ( �ti t Perc Rate: H i t A 1 �i
Water Table: 4-� 1 (I (Z, 4'4 Water Table. 1 I � - I
4
Perc Test Performed by: Fitzgerald Engineering, Inc.
Soil Evaluation Performed by: Peter J. Hawes
Witnessed by: Chris Michaud - Board of Health lrspector
DESIGN DATA
Design Perc = 57min/ inch (C-LA-:5S =7�
Design Flow =3 bedrooms X 110 GPD/bedroom=?3OGPD
System design: ?30GPD /0.74 GPD/SF = 44(o SI (min)
Use Leaching Field I g' X 25 _ �50 SF vim. ; 1 X V2'`
8
BOARD Of HEALTH STAMPS
LEGEND
_ Y.1_^,;,_ / l� u 1- Y CH LANE - NORT14 DARTP OUTH
V.
1 14 LEhv"AZTNH"`E1JZA1 — -- — EXIS`TING CONTOURS ENGINEERING' SERVICES
& DESIGN.
1 14 ' PROPOSED CONTOURS �
5 FARMERS CIRCLE l
E TEST' PIT LOCATION
NORTI� DART1�'iQUTH tisA 02747 �
0 o SEPTIC TANK ,.
(508) 997-574 �
o DIST'.RJBUTION BOX
`—•W WAT'ER LINE
�,%�%� DATL; _� r I — y�r �; �.-- , - , : _ , DN'VG. NO. F
Mi—s—L jsi Z= L i2
RE S E:R VE AREA
i
In
� n �
�e �tbd vas o f � .�
_ 11: es� n n � lls are s r slit' o t _
- D �e d a d d to e a e -
_ .I.Ications.
g ..,e.. -
p,
:..
- .. �. _. r �nufac� re s s e� •
_ w r � d e ual end �ustalled a m� u
.
a ve
V r '*�+�
F 3/14
r 3 4 �o r .... i of mar` r of area X 1
. ._ nb t area o 1 ..-
. t �1 ��t.� .. _ _ \ \ � .i�i�tc�nnt7wT�r ,. •�� _ � c'� �c T 1' '� � _ �.. ri (`.�-n»f r�•�11 l,s .�c�nr� to nrnt»r�a r� .�r'tr�r ttnr��t coal at �i: 1[1111�C 1:Jl7E'_t'P. ri1i�f' e'i1ie1'S fir
(o
(E)
rz
�iAND`I_lk$._
ti9J+My�SND---
Cs
p b+
t \ .u•..r�r�.. n C b I �esmn Flaw -` ` h�rlrnnmc "X t �',�T)/h�r�mnr , .>>4TPI� I
{ Note: Lot Dlmensl•( ins wetlands location and drywell requirements are based on '
subdivision plans for Songbird Acres prepared by Atlantic Environmental Technologies,
Inc. dated 2/15/95. '- -- g! •�. - - {-
GENERAL NOTES,
rol x-,
INSTALL DRYWELL WITH -TOP AT A MIN, r,•,- _.' ' �='_ '_'� ] .
_ �,�,- Ali work inust be in accordance with the re uire-rnents of the Dartmouth Board of
DEPTH OF 3" BELOW BEGINNING OF PERVIOUS LATERdl - ��JJ• P .,, , •
pit
•• Health and Massachusetts Department of Environmental Protection regulations
� � � - . �• INSTALL GEOTEXTILE FILTER 4t JT PERFORATED PIPE � � � `�-
- - �,, 3 10 CMR l 1.00 & 15.00(Title 5 •
�,V -� - ; �, o �. ,�
FABRIC ON TOP & ON SIDEWALLS MIN. SLOPE = 0.005 �J .� r^ ` L ■' ^- + 2. Notify the Dartmouth Board of Health and the Engineer for inspection of sewage
b - c
�o y -_ �' �. ;;,•cEav, j/J disposal system when leaching area is fully excavated and when all components
are in lace nor t f r
,,, p p o back �Ilinl,•
f N a -�►- �, �• �� . j _ �- 3. No modifications shall be made to this system "i, hout prior written approval by -
_ the engineer and the Dartmouth Board of Health.
so /0 �,..�_ 3/4 "- l 1/2" WASHED STONE ------ n ' n _ 4 datum.
50.771
.. 1-R/ __ l O .0 T -H _� _ Elevations shown on plans are based on assuinee,
' = . ° ' S. Heavy equipment '
i , •� _ vy shall not be nin over the dlspo. al system.
Iti r - - --,., ,� , _ 6. All unsuitable ma leachin area as shown on
a J 3 —_ ...... v-- -:•T _ _ _ material is to be excavated from tl g
Q'• 1 _BM
plans, and backf lled with clean gravel or coal•se sand as specified in 310 CMR
N SCALE : NONE-
. o •''. ,r: -- - - 15.255(2).
... . •- ,�M = 7. Washed crushed stone shall be free of iron finer and dust.
U) o Drywell is required for roof drainage as per subdivision plans. _ s��r �,., - _ f^
• ... - - .� -8. Septic tank, distribution box, etc. shall be manuf.Vtured by Rotondo & Sons Inc. or
Drywell design and details are as per slit. 26 of the subdivision laps• -: -- :1 - r ____ - - _
C �, -� - r �� s ecifications.
o _ _ _ F • _ -.,,,, �- _ ,t_.,. _ app oved equal, and installed er manufactul er p
Min• bottom area = roof area X (3/14)-(bo,OSF X 3/14 - 1 S� _ �, �/L. _ ._p •
, _ +rvTE' c �a` j ....... 9. Grout shall be used to provide a water tight seal �t all Joints where pipe enters or
o Ill C-t V' � ►��'�� 1�1��' L D� Ilse t� X�%5 =55 SF , . ; ; •: �� -
'�
�.! _ _ .� - ftl � .: •• :r• - •�', � - - leaves a concrete structure.
Min. volume Roof area X (0.33/0.45) --100SF X 0.33/0.45 =1Z0Z.CF �_ ; •••,•... _ �; . �;�,�^ •
_. _,.. ' •"- C - - ._.; i_ 10. Outlet distribution lines shall be level for a minimwn of the first two feet of their
Min. depth Volume/ Area VOZCF/,�5 (SF -- 5.43 Use 3.!5 ,
;� - r== - length as specified in 310 CMR 15,232(3).
' O G�" ► I o 1 •� C O� - _ _ '•+► ' - i T ; 11. A Board of Health certificate of compliance as r� q .fired by 310 CMR 15.021
� f� _ _ p
must be obtained b the contractor upon com Ie :on of work.
� �—
F � 0 ,
0-14
O ,r
3 tV
► .
51 L-7- , F- 15,1J GIE
tX
1 Oc� � �3U���R -moo ►�1�
TOP OF FOUNDATION EIr_-j 2? • Ob
1� INI SH GRADE EL. ( 1.2% 00
4 SCH 40 PVC
6" CRUSHED STONE
i
min
NUT
kTC
. L 12J LJ
SCALE: 1"=30'
N
W lJZ�> fR 1CT:rD
- ACGE �
ice - F4A 1 l_ o tom,. `_C R
v�
L = S7• 3Z '
FINISH GRADE OVERTANK EL, 3 (MIN)
DISTRIBUTION BOX
(SEE NOTE
10)
77
4 SCH 40
PVC
6" .til I.N. � .
�lU 3 14 � �
INSTALL GAS BAFFLE � ll9•�p
l 18 83
1500 GAL. SEPTIC TANK °
'� l l�• 2 5
4" PVC SDR 35
MECHANICALLY COMPACTED LEVEL STABLE BASE
w -r-I n-i � Clll � 7171 IM, 10\'\ )r� 1771 T. Try T,
4' WOODEN STAKE
PROTECTED AREA
NOT TO SCALE
3SILT RETENTION
FABRIC FENCE
rLGCUS PLAN
SCALE: 1" = 2f �83' -,t"
y y
l /8" - l /2" WASHED STONE
- _
So
�.. � 1. • • • .. 4 V � • • • r. / • .. • ♦ � • �. � V •. • • r • 1 • ti � Z � • A • i r O. � 1 • f' �
>� d �
� ►�4 P P ° dl f P A I A A
n .
3/4" - 1 l /2" WASHED STONE
P P 1 A % O .�
FINISH GRADE EL: A"- -3_ _ _ -----,
1 /Q" _ t Pl Ill A Q 1JG n CTiINIM
3/4"- 1 1 /2" VII A SHED STONE
-r-l— k t oz)
4�
1� N G F,
NOT TO SCALE
p.� t18•t3�
12. This system is not designed for a garbage grindo
�-e-= -3-14-e o
2'
glr
3�
k
-7Z
S
Test Pit No. 2 J 4:
Date: 7-17- 9�0"
El. ll(al �
(o
(E)
ShNDy_1=oA�l
JlNDv_ LotiN13)--
LI ND_...
CC
OIL DATA
Test r*t No.-'?,T
Date:
El..
o''
4
1 +r
�--Ilk -
0
ff
54�
LDA`1Y=��D
(C)
u
I Zo �R
- - - -- -- 'Perc Race; M ia/1 I`4 Perc R: te: Z
Water Table: ,� .. - Fable:
,44 -(l 1243 Water - 1
Perc Test Performed by: Fitzgerald Engine,.nng, Inc.
Soil Evaluation Performed by Peter J. Hwes ,
Witnessed by: Chris Michaud - Board of Hr�lth Inspector
DESIGN DATA,
Design Perc = 57min/: inch_-:.C.�45 S :r
Design Flow = 3 bedrooms X 110 GPDIbed oom=330GPD
System design: 330GPD /6.-r4GPD/SF = 41-% SF (min)
Use Leaching Field:; I g,' 25' =- 450 SF �._x"Ve- : 1 / X � 2.'`
LEGEND
--1 EXISTING CONTOURS
11 • PROPOSED CONTOURS
TEST PIT LOCATION
0 o SEPTIC TANK
r= DISTRIBUTION BOX
---•1---WATER LINE
Note: Lot Dimensions, wetlands location and drywell requirements are based on
subdivision plans for Songbii.d Acres prepared by Atlantic .Environmental Technologies,
Inc. dated 2/15/95.
GENE A L NOTES
4011
, INSTALL DRY WELL WIT I 'TOP AT A MIN. _ _
1. All ti� ol•k must' be �n accordance with file requirements e the Dartmouth Board_ of
DEPTH OF 3 BELOW BE
OF PERK IO:. L�'.�'ER — - \,. i1 �:;,�, ^-r :� d
a _ �, - P,t ea th and Massachusetts De Protection regulations
I
4-� _ _, �. t �.k ,� pa.rtment of Envii onment�
\ INSTALL GEOTEXTILE FILTER 4 Lr EfZFOI�ATED PIPE �,v , _ �► _ ;, �� r c�_ -- 310 CMR 11.00 & 15.00 (Title 5).
FABRIC ON TOP & ON SIDEWALLS t% 1 Ire . 1-07L == 0.005 � -�"�. •
o �- ,�� ' `c 2. Notify the Dartmouth Board of Health ar l Engineer for inspection of sewage � _ .. � � _ �c Yand the Enl,ineei p
�tr' �� disposal system when leaching area is full � :jd «hen all com onen
/ .. p y excavated is
•.�' :• are in lace rior to backfil ' j
` _�' ' _ 3. No modifications shall be made to Phis s stem withou �:ior written approval b
Y Pp
` �p ; p _ « , „ , �, the engineer and the Dartmouth Board 1- 1
50.71 /� � 0 3/4 - l 1/2 WASHED STC1,,NE €� a Of lea th.
1 .,
r' `RI, T G j. U T - �� - 4. Elevations shown on plans are based on assumed datum.
5. envy equipment shall not be run over the disposal systzn. - f
i _4 / - " -- -�-�•ct-� •, -� . " i r ( i / •� A 1 1 u n u 1 t Q.- 4�TT.-I_, - - _ , �,. _r _ _ - unsuitable material is to be excavated from the leacl�.ng area as slxov�m on I
SCALE :NONE �n �,. - -- plans, and backfilled Nvith clean gravel or coarse sand as, specified in 310 CMR
.-.,. ��,• - - 15.255(2).
(o o M.
cn o Drywell;�s required for roof drainage as per su�d�ti'IS�on plans.
-{J / '•�, -) - 7. Washed crushed stone shall be free of iron fines and dti•i. _ 4
_ C� Drywell design and details are as per slit. 2G o the subdivision fans. •-� •- ' `_ ...:�= : `- - _-� -- 8. Septic tank, distribution box etc. shall be manufactured 1, Rotondo &Sons Inca or
0,0000/P Y
. - - approved equal, and Installed per manufacturer's s ec�f � attons.
Min, bottom area -- roof area .X (3/14) =((; CSF �� 3/14 = 3 1 S� • - � - _. pp q
o' _ _ `=w p p
_ U�' };��,5� _ 5 r SF inrT�c� �a y� ••, •,,. j \ ♦- " 9.. Gr u 1 l B --3 • .. _ ` _Grout shall be used to provide a water t1 ht seal at all dints where a enters or }
' ' ' `� leaves a concrete structure.
• in, volume -- Roof area X (0.33/0.45) = t���jSF X 0.33/0.45-1202.CF • � •• •� � � —
1
. • 1
/_ -._. y • - • .-.� 1 'r ' - � 1 ." .yam.. ~ ..r • : ♦ •• • - - _.- • ~ •-' _ �-� •
depth -----_ - - Outlet distribution liLOT
� �' ;
_ r -- � �� ��'- �; Min. p Volume/ Area-lZozCF/35 (Sl� --- � �3 -Ilse � �yj-- _-..-- s: f r . � •_ � 10 ties sh 1 1 ,$� •. ^. al be level for a minimum o� tl e first two feet of their
fo ,. � _ length asspecified in 310
all
r MMR 15.232(3)•
\ �. : ' . 4� : • 1 - -. - _ -_ - = 11. A Board of Health f
certificate of compliance as required by 3 ] 0 CMR 15.02 I
v
• "� � - � - - - - must be obtained b ���ork
�t��Ca�..- � .. , . • .-,- ��� �- -� --� A.-- . the contractor n
�; . _ y upon completion of
12. This system is not designed fora arba a grinder, 3
Y
a i
1 f f0141
T_
SCALE: I" = 2083' {" SOIL DATA.
s . c- �3Z . Test Pit No. 0.1.4:
4 WOODEJ STAILE _ •. Test Pit No: -
j 3 SILT RETENTION �C • 3 -14 - �
`� • i _ �� I �'' Date. 7-1.7.- _q�, Date:.7_- 7-• t C� c
1 FABRIC FENCE t . 1 - -1
M
�(� r f Els
f f
6
4
'�t�p�S.E:.D - /�° Y PROTECTED AREA FILL
fV
i
LOA
-OA - - -- - . ��C, < •
o""r\\\T_C A T"i
N
LO J,,j
Z_ 00
A0.70 .,..�..,, - i NOT TO SCALE
_ 2 _
-I'erc Rate:. _ _Its
--.- - - �- Perc Rate:
i 1\\TUrr,.
FU;,LAN E i ___ - -
water Table: 4. -. _�1l2►dr� -Water Table:
�� ✓ Perc Test Performe
d by: Fitzgerald Engineering, In:.
E • �� - - Soil E .
valuation Performed by: Peter J. Hawes •
Witnessed b : Chris Michaud -
. -, - - Y d Board of Health InsF.ctor
1 /8" - 1 /2" WASHED STONE .---
. - DESIGN DATA ;
. .,....r.q qw..• .. • • fD .• • • : fy • •P • • ti •i Io .. i •, oC / • f u 4
n,� Design Perc_-
.
OP�> Q v v �p a Design Flow = bedrooms X 110 D =. OGPD
�on �. 3/4" - l l/2" WASHED STONE �' A 1' DAB D A �� �'
/bedroom
_ v � P o ,v v '',� a a System design. 330GPD 16 -r4GPD/SF = 44-1 SF (Iiiin)
Use Leaching Field:; 1 �'. X 25 --'S0 SF�� X
I BOARD OF HEALTH,STAMPS ,
f
SCALE: 1 "= 3 0'
...�A�\�T F.I. ��. . ,., v.. \� � r:. � ice/ ?S L
1
NOT TO SCALE
r
I .
BOARD
- OF HEALTH STAMPS ,
TOP OF FOUNDATION EI7 1 2? . Ob
f
I FfNISH GRADE OVER TANK EL:- �� • (MIN)
FINISH GRADE EL.'. (2'� (�0 S GRADE EL, _1 _ _ -- 0
DISTRIBUTION BOX
(SEE NOTE 10) , ,
4 SCH 40 PVC
' �-- 4 SCH 40 PVC 4" PVC SDR 35 >> , . r
3 NI IN. 1 /8 - 1 /2 �,� .SHED STONE
10
Of
�� _ • . ;,CA-g-- - SUBSURFACE.SEA �, x L',G�.FSYSTEM.
a --
120.0 _ INSTALL GAS BAFFLE t M IN
-
! a y __0 9..� o _ REAL
1 �• 3I , '' 1 1 /2" �� I �E D STONE �_
CLIENT: LONG REALTY
_ '°• Ig • �;� CIVIL � � . �658 ROCKDALE AVENUE
1500 GA•L. SEPTIC TANK
NEW BEDFORD, MA 02 740
o LOT 2 i
a , r • , , o 11�• , ����, PLAT � 110 SONGBIRD ACRES
,
, SLOT ##��
n . • J .GEND
" < 7 ' TUT.11AT H LANE 1I ,
. _ LE -_ _ _ NORTH A R'"�''OUT1
40
•L L�,f v('• f lrJ f-(.�l ' : f .'� �p ��% �• r v
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' • ' J - _
r Eid JJ
�� i D STONE � t1�-,
b CRUSH.
-- ----- --- EXI STI �!G CONTOURS
EI�IGII�IEER�.I�G & DESIGN Sr:.�zVICEs �
1,,� - �. PROPQ ED CONTOURS
� I3 ..
l l X �� �" 1 O '�' S FARMERS C CL. F,
df
' TEST P
'T LOCATION
" MECHANICALLY COMPACTED LEVEL STABLE BASE
NORTH DARTMOUTI-I rtf.,k 274�7 �
--• , . o o SEPTIC T�`iI��IL r
(508) 997-5747
DISTRI' >UTION BOX
t - -..- 4 _._..'—�-, WATER. LINE DAT , • r - r�r _ DNVG NO,
�� ppT, C 3. f j 2
r... ti t rf Cr? •
\ -- - RESER A ,
FL
NOT TO SCALE ,
CONTACT PERSON: LEE AZI\;- HEI
. , __--____++a«--. . ., -' ___.._..- _+l.rw-_.•w..Ww+nw+.Y..-M .Yr+.+....— v -.+?..1!•i6_..wfM's... .n.....Fa•..i._.•aM—•__. - _ I -
Y.
hi U ST W Owl" B E
CONSTR U
F THIS
SEPTIC SYST �t THOU OARD PS THREE (3)ST 8ECOMVAPPROVAL
VUR&OFa- EDATE 0
{ Note: Lot Dimensions; wetlands location and drywell requirements are based on
subdivision plans for vongbird Acres prepared by Atlantic Environmental Technologies,
Inc, dated 2/15/95.-
rJ - GENERAL NOTES`
0-0
INSTALL DRYWELL WITH TOP AT A M1N. 1. All work illust be in accordance with the re uiremc.1ts of the Dartmouth Board of
DEPTH OF 3" BELOW BEGINNING OF PERVIOUS LATER q t
,/ :� _ �-=:� ;�, •_• f '�P,'*a i-lealtii and Massachusetts Department of Envlronm ntal Pratcction regulations
�1 > - •0 ,tie .. { - r # 310 CMR 11.00 & 15.00(Title 5INSTALL GEOTEXTILE FILTER 4 j9 PERFORATED PIPE' � `'�}
\ FABRIC ON TOP & ON SIDEWALLS MIN. SLOPE = 0.005 '' �- ,-1 "" .. 2. Notify the Dartmouth Board of Health and the Engineer for inspection of sewage
ej.f j•G� Y�� ,>> disposal system when leaching area is fully excava,-xd and when all components
\ ,� . - ! •.•-Pin
�.• are in lace prior to baekfillin
-�: - 3. I� o modifications shall be made to this system witho tit prior w1 itten appro` al by
the engineer and the Das-tmoutli Board of 1lealth•
- 5 d • O /� � �' v 3I4 "- l 1 I2" WASHED STONE - ; '� �`, ,• , �, r,; t � , �,. ._.�, � ; .,, � r
1�0l71 / _�` - _ 4. l✓levations shown on fans are based on assumed d.,tum.
a . , .r�-...� ' Q. . U T - p
5. Idea equipment sh II n disposal,
titi stem.
vya of be rain over the d sposa y
u1 �TWLA'L� _ ,�,_ _ - b. All unsuitable material is to be excavated from the 1, aching area as shown on a D-ETA\�.F,
-'� f
Q- ---d jj "_ _ plans, and backfilled with clean gravel or coa.i-se ssild as specified in 310 CMR
15.255(2). ;
-7. Washed crushed stone shall be free of iron, fines ar l dust.
° D well is required for roofdraina drainage as per subdivision plans.
?..�; ;
c� o rY b P P _ ' 8. Septic tan distribution 1 n tired b Rotondo & Sons Inc. or
... •,,- .- � • --- - ��.� . r .� ,- ep �, but on box, etc. shall be ma ufac -, Y
Q' D ell design and details are per sht. 26 of the subdivision plans, s'_.r� �+ ^- -_____ ..
ryw g to a as p .� . � ..,.'' �. _ - -
•5*51 1,, _ approved equal, and installed per manufacturer's sly: cifications.
Min. bottom area -- roof area X(3/14)-SF X 3/14 = SF _ • �, --
1 ,nrraca l�,� .ease +'_� 9. Grout shall be used to provide a water tight seal at 11,joints where pipe enters or
- Usel$ X`%5 55 SF _
in. volume = Roof area X(0.33/0.45)--1(40SF X 0.33/0.45 =1Z0ZCF ,� ..•-,.. • ; : '�' • , - ,' •;� �i -.�. leaves a concrete structure.e _ _ .
•5.4-3•- M • ., 10. outlet distribution lines shall be level for a minima if ► of the first two Feet of their
A L Min. depth = volume/ Area=V,_QCFI•� (SF -- Use 3'.6 • .:
\A
length as specified in 310 CMR 15.232(3),
A .-r i V I T -Z!, y .�• �- - . f>.....� _ _ -`�.� _ 11. A Board of Health .�eertlf date of con pllance as req:��red by 310 CMR 15.021
'• must be obtained by the c-ontractor upon com letio.: of work. 1
o - '� 12. This system is not designed -fora a.rba a grinder.
LaC T T F)
kL.) ' 4" L A'iv* NT
o .9 » _
. SCALE: 1 208' .�-SOIL DATA.
q�o .- �T"- �32 Test Pit No. Z �.: -
3 �4 Test Pi
_ �3 N 4 WOODEN STAKE . f - _
�i �• 3 SILT RETENTION �e • 14- -� Date: `f- 17= Date: •7` : 1 - G�
FABRIC FENCE -
�20 N 1 0(0) IL
L rp
'�
? '
000
f . PtOE,.0 PROTECTED AREA FILL �;4w UFA Lpo_
lay
�, 3
35.
AL
o o
No
i O )UL
0 . + O.1.�! -
-L• DA�� ,
►-__ _ j
V -- 25.00 NOT To SCALE -- - t
\ - L _ J-�• 3� IUD ,
�'erc Rite, M (- S N_: _ Perc Rate' H t N / N, F
►' _-_lac'a=-_ _. - _ eater Table. -4-..
J y y C --.
!IT .:�'� /� l `t / �, / �_ Per •.,
NUTHATCH � � e Test Performed by: Fitzgerald En ineern � "R Inc.
Soil Evaluation Performed b : Peter J. Hawe;
Witnessed by: Chris Michaud Board - l.'-i Inspector
Y of Hea p
1 /2" WASHED STONE :.:.y
DESIGN DATA;
C-0
• fa v .. • • i • • �! P •. f • O . `
at
Design -Pere --
Q o P Design Flow = bedrooms X 110 -
• > n• Q p v c � ! v ,a� � � 3 GPDlbedro�'m=33oGPD
3/4" - ] ] /2" WASHED STONE10
' o �� D A �, p A System design: 330GPD %4.7g-GPD/SF % SF (min)
..
Use Leaching Fielc �,_X .25 =- 50 Si� --- - -Fps : • 14 1 x .� 2�&bF
Goy
.100" *00,1BOARD OF HEALTH STAMPS a 1.4
Jd
gned
SCALE: 1 "= 30'L A C T, N\ GI) El L - � • - � �i y
' - •e5 r Y'• ^• _r 1. [ � � ci D e co • r:
l D,,-ETAEL
>-- LU
NOT TO SCALE _�, r C�►
fi i 14 e
s. ► t,. Devices,
R�: C
�j I I �4y •.e
' i ' 0- C+ t"' + E ff � "mod �-'�L[111 F•� w,... � �; • � ... t
: . _ � , I
, ; �. � __ � MUST BE �Q PLETED i lTH TNEP 1. E (3)CZ,
YEARS OP E DATE OF APPRO1
VAL
�-
TOP OF FOUNDATION EL_ j23.Ob `S[ATEMOT REQUIREDU_
Fr�IISH GRADE OVER TANK EL. 2/ - `�' (MIN).WINISH GRADE EL: 9,0_._8 3-- v
FII\ ISH GRADE EL. i 22 OD 1A1 N,� .
TION BOX -
DISTRIBUTION ��..�- 4 .�� r,UE � cn ��
• � � /�;�` ��� ;�'?�=!' s:�i ���a��+t�'�•�=E THE �,�' ��e�: ° �.'' ���� � � �.- �o�� •�` �
(SEE NOTE l o) - __�_� _ , •,_ �. 4 P . AfRD OF HEALTH INSPE ITI��
• t � •
/•`tr _. N-VI lVE, LSS OF ANY - , � ...-r REQUIRED 111HU1 EXCAVATED �
11YS•i �� ( S Rt fy 1 -._ s 11►'-,i'T..�" i.i C" y ,
ii \ ALLATl - a f iwPs
4 scil 40 PVC y , o Y • »
- 4 SCH 40 PVC 35
4 PVC SDR
I 3" MIN. 1 /8" - 1 /2" Nk' A SHED STONE tCT OVT �a�'.R �E EFtt.TN ,
- - 6 .ti I I.N.i - M ,. _ �,-� 3
...- - , i ♦ - _ _ _ _ _ _ - -
10
3 i� o ; ASU13SURFACE SEA ,AGE DISPOSAL 917STER1
rIs . iY?
b
' � ' CLIENT: LONG REALTY
•,.. GA BAFFLE ,� _ �� , ���a�Oso ���. ��
G 12_0,1 U INSTALL S _� )9.60 3l� 1 1/2 �, ��SHED STONE �l � �����S�A � 658 ROCKDALE AVENUE
- y 1 t �•3�
< NEW BEDFO D; MA OZ 740
l-j5��� _�_.. • � TANK- No. �c2s
2 5 S � p� �� ���PLAT 66 �L.OT . I Ia .: S TC � BIR ACRES�.1500 GAL. SEPTI ..GrsT�O� LOT #5
► o - r ���r LIEGEND
NUTHATcH--- LANE - MNO�.T„.ATMOUT
L, lip
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-
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611 CRUSHED STONE �' - -
• FIROPOSED CONTOURS `
! - 5 FARMERS CIRCLE
1�3, (3 . 'EST PIT LOCATION f, _TE 01
.�. NORTH I�ARTl' OUM MA U�74�
V
0 o SEPTIC TANK o eY'�;b 50� 997-'"47
......_
MECHANICALLY COMPACTED LEVEL STABLE BASE /1
•
r1ISTRIBUTION Box ��
'�' '-�; A.TER LINE a�R� D4,TI�. _ // J1 {+/•i DWG. NC3.
,.f_C S-* _ Jv _ , •._-r4+_� �� Tw ., _" f /�. I ( ft I` g It//•J�
1[ V-77-22
R,ESERVE AREAof
NOT To SCALE - - •
CONTACT PERSON: LVE AZINHEE� }
6 /oil
/ i
17� Rqmmmj
FOURDAT106`V'1Ab"\2!D Bl��EEk4E[\'1i PLAN
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800 MECIIAMCM.SPREMEARY FUEL
ArcWdect1En&eer - project supe Tision and rrports
= Furnace (hot air) - Fuel gas (natural or propane), fuel oil, electricity, other (specify)
oiler (heating)- Fuel gas (natural or propane), fuel oil electricity, other (specify)
P P )� _� (p ify)
= HVAC (combined unit) - Primary fuel, natural gas, propane, electricity, other (specify)
- Air conditioning - (separate unit)
- None of the above to be provided
sC Hrot Water
Gas LP Electric
•
Fuel Oil
Other
900 SPRINKLERS - FOR
STRUCTURES OVER
7500 SQUARE FEET and
certain multifamily residential
= Required. --plans provided, --plans not provided, why
_ Not required, not to be installed, Why
1000 REQUIRED OFF-SIItEE'T PARKING - for ZONING & .Architectural Access
_ NOT APPLICABLE
= Parking Plan submitted To = BuiIding Department = Planning Board Date submitted
Numher of spaces - indoors outside "-)tal provided
Handicap spaces - required — yes no. If yes, how many as a part of the total required number. .
Is Route 6 (State Road) Entrance permit required? `es = no If yes has it been issued yes — no
Submit copy of application and/or permit as soon as available.
1100 IDENTIFTC17TON (print or type except as noted)
C.u=nt owner - name
:address
phone
If corporation. officer in charge
ArchitecVEngineer - for overafl design
Company name
.Address
Plione number
Certified by State of Massachusetts as
Certification number
NOTE Signatures and seals on alI plans, affidavits and other documents SHALL BE originals and not
reproductions.
Company name
Address
Phone number -
Certified by State of Massachusetts as
Certification number -
NOTE Signatures and seals on all plans, affidavits and other documents SHALL BE originals and nett
reproductions.
General Contractor (if Homeowner, state homeowner here then complete section 1300)
Company name
Address
Phone number
so.Q
,,, ( 11 . nA C� at") q7Z
Construction Supervisors license number 1 `� Q 1
11
NOTE Signatures and seals on all plans, affidavits and other documents SHALL BE originals and noit
reproductions.
1200 FOR RESIDENTIAL REMODEL WORK ONLY
Are you a Home Improvement Contractor subject to (780CMR - 6) ? Yes No If no go to next section!
Are you claiming exemption from the requirement? Yes No If yes, submit the required affidavit!
Remodel contractor name (please print)
Address
Registration number (if none state "none-)
Phone number
PERSONS CONTR X71NG WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS T'O THE
GUARANTEE FUND! QUESTIONS OR COMPLAINTS call or write:
Home Improvement Contractors Registration
One Ashburton Place - Room 1301
Boston, :MA 02108
(617) 727-8598
Owners name (print)
Signature '
Date
1300 OWNER SIGN - OFF
I, the undersigned, am the owner of record or authorized lessee (provide documentation) and I have rawiewed
the :application herein submitted. I state that to the hest of my knowledge and belief that the information providefli in this
application is true and correct and that the permit requested he issued.
Further I understand that the permit will expire in six months, from the date of issue, if no work is bi::gun or
six months after the last inspection if work has begun and that the permit may be extended for six months if no 'work is
anticipated if I request such an extension in writing. I understand that the permit may be extended only three tomes by
wr'it`�en request~ I understand that once the permit expires a new application may be required, including fees and current
other requirements (including Zoning).
Atte:-ation of existing, no increase in gross square feet. A separate Refuse Disposal Declat-aiz�on required.
Y
•
I3emoiition -describe structure
Name
�,�•.
Signature` �,�
The shove signature is my vo, unary act ar�i'�-si
Date �c�le �Cf �
�ti�o is authorized to pickup the
Address � � C`°�� a � ��- S�
der the pains and penalties of perjury.
it,,,`the Building Department' rpfease pnntl� �`
� � Phone a�{—(����
I400 I�OMEOWNER EXEMPTION -ONE & TPPO FAMILY ONLY
FOR H0:11E O«rNERS ��I-i0 INTEND TO PERFORIII.AND BE RESPONSIBLE FOR THEIR OWN PROJECT'
109.1.1 Licensing of Construction Supervisors; Except for those structures governed by Construction Control
in Section 1?7.0, effective July I, I982, no individual shall be engaged in directly supervising persons engaged in
construction, reconstruction, alteration, repair, removal or demolition involving the structural elements of buildings or
structures, unless he or she is licensed in accordance with the rules and regulations promulgated by the BBRS entitled
Rules and Regulations for Licensing Construction Supervisors.
Ezceptlon:.Anv Home Owner performing work for which a Building Permit is required shall be exempt from
the pr��~isions of this section; provides that if a Home Owner engages a persons) for hire to do such work ,that such
Home O�•ner shall act as supervisor.
For the purposes of this section onI}•, a "Home Jwner" L'' defi-ed a� follows: Person��s) who owns a parcel of land
on «•hick he;she resides or intends to reside, on which there is, or is intended to he, :� one or two famiIv dweilin ,attached
or detached structures accessory to such use and/or farts structures. A person who constructs more than one home in
tK�o-ti•ear period shall not be considered a Home Owner.
If �•ou are appi�•ing under this section sign below;
Signature _
four sign:�ture carries certain responsibilities, including but not necessari}• limited to, general liability
t#zz::z*s::x###acs##s#:#########�Ir########################*#############################;###�t#�k##�k***##*##
NOTICE "I'O LICEivSED C011i'I'RACTORS: The Building Code provides in the Rules and Regulations section that anv
licensed Construction Supervisor, whether or not they have taken the permit are responsible for code compliance. (see
_'. I; .= of section ��
z:::::::::�:*�:**x#*####�:##########***:s#:�**�***#*######*#####:##zs*#####::####:#####*:*#�#*#***#�*#:*
150�1 COS''
C'c�st of Imarovement 5 j��_ ��O
Items to he installed but not included in the shove cost:
TOTAL
The foIloµ•iriQ section for official use only.
iN'SPEGTORS' R:E'YIEW
Date plan reviewed ��� � 4 �99�
.
Electrical S
Plumbing
HVAC
Other
Number of dwelling units _Number of bedrooms A separate Refuse 1:1��posal
Declaration t,equ�,e:i.
Moving - (Provide copy of D.P.W. moving license) Type of structure _
from where (plat lot or address)
to where (plat/lot or address) . _. •'
Number of dwelling units Number of bedrooms per dwelling unit
._ Re -roofing - (for existing only, is included in new construction)
Number of square feet
Number of lavers when complete
A separate disposal declaration REQUIRED
Number of layers already existing
Replacement doors and wmdo�►s - (for existing only) (only where doors and windows exist arnd wiII not be
enlarged) EGRESS dimensions must he maintained. Enlarged or new windows in an existing dw�Ij�g will lie
considered as an .Alteration, otherwise will he included in new construction. (see Code section 3?401.10 for
residential and .Article 8 far commercial)
•�
= Temporary structure -includes when allowed, trailers, tents and the like and only for limited peT:--iods of time.
Describe
SOU CONSTRUCTION PLANS
- None submitted. Whv'.'
1�Suhmitted, usually three sets required. Four sets for food serviceluses. Number of sets suhmtitted �_
f 00 SITE PLAN
❑ Not rc�qui'red, Irby?
Submitted '� — eti•iousl date With this a iication
ti'Vhen . _ Pr y, pp
700 UTILITIES
Water sapply -required � yes _ no, public :' .._._ yes _ no, on site well? �es _ mo,
existing � _yes — no
If required and not existing have necessary permits bees issued? — no ,_ yes date
(M.G.L. Chapter 40, section 54 provides that no building permit taay be issued unless a water sutnply, when
required, is available. See Code 780 CMR section 114.1.2)
Sewage �posal - re uired � ves ,_ no, public sewer _yes _ no
q
30 dati•s to review period expires
_ OK to issue date
private septic - on -site ✓yes ,_ no. Submit copy of permit as soon as available.
Woodstove - used (will require inspection prior to installation new — OK to issue subject to requested submittals see project review wo
q P P ), (provide manufacturers — q ( p rksheet) date
instructions). Location(s) (list)
4 DENUM see project ct review worksheet date
Fireplace(s) - (includes flue) List location(s) s —
) ._.,. HOLD reason date
Game Court - describe (include overall dimensions) - HOLD Subject to Zoning Board of Appeals action
Tent, Trailer (Mobile Home) or Other - describe
Comments
300 COMNIEERCL4L _ PROPOSED PROJECT/USE - INCLUDING THREE FAMILY OR MORE AND EX
EMPT USES
THIS SECTION NOT APPLICABLE
4 (The following descriptions are based on the Massachusetts State Buildin Code Article 3
Code) g , AS NOTED) (See the
- Assembly - restaurant, lounge, theater, school, etc. (see Code Section 302.0) Describe
- Business - office, assembly with less than 50 occupants - indicate Medical or other professional
Section 303.0) p sstonal (see Code
_ Educational - structure for training including child day care for those over 2 years 9 months
304.0) (see Code Section
- Factory / Industrial - (see Code Section 305.0)
- High Hazard - (see Code Section 306.0)
- Institutional - hospital. 'nursing home, infant care day see Code Section 3 _ ( 07.0)
— 'N lereantile - retaiI stores (see Code 309.0)
- Residential - three or more family, hotel (see Code Section 309.0)
_ Storage - includes garages (see Code Section 309.0)
— Unlit-• & Miscellaneous Structures - includes tents and agricultural structures see Code
e Section 311.0)
— New tenant for any of the above, indicate above (see Code Section 119.0 and ZoningBy-law y-
law section 35)
_ Tent or Trailer - temporary purpose?
- Other
Descrn cue the proposal briefly, INCLUDE number of dwelling units and bedrooms or -
also easting condition occupant load as applicable,
400 TYPE OF CONSTRUCTION OR WORK TO BE PERFORMED
Inspectors signature
2
Da
Applicant informed of above - Date time _ staff (fax, phone, in jperson)
Over six months since approved for issue - DEEMED abandoned!
Advise applicant. Hold 90 days for return then dispose if not picked up.
Inspector
Advised applicant Date
OFFICEVNSPECTORS NOTES
Date
Time _ staff _ (by phone, fax or in person)
TOTAL FEE
Gross area new construction Total Sq. Ft.
alteration Total Sq. Ft.
Permit is issued to
Comments/notes on permit ' I
�-
VNew Construction and/or Addition _
total gross square feet % � •
(For commercial only total gross cubic feet) - indicate
4 It will be considered new construction if there an increase in square footage in add'
alteration(s). g addition to any
y If project is an addition to existing structure - Total gross square feet of existing
= FOR COM3MRCL&L ONLY
Will this project be subject to CONSTRUCTION CONTROL (over 35,000 ftcu.ft.
see Code section 127.0). Designer to submit Code Synopsis.
) Yes No. (If yes
Will this project require Peer review (over 400,000 cu,
, .) Yes No (see Code .Appendix n
APPLICANT TO PROVIDE
L I
16UU TD 'rHE APpj j(tAWjRWftRAL - --- - - _ - AND APPROVAL,
Date of Appfication submission
Plat Lot Street
Owner
Aquifer Zone
--
Owner trail address
OK•ner phone #
OTII£R I VOLN"ED AGENCIES - The followi
ng agen
Proposed project. cies require separate jurisdictional
ro permits or approval for your
p CONTACT 7TE M FOR UIRED StJB
? 4MO .
99 TAX COLLECTOR = Approved = HOLD By
Date
Q Conservation Comm = Approved By
• Date
a D.P. V% , water _ Approved By
Date
Q — Approved B �• (�
seK er _
. �-
Q D. P. W. cross connection _ moved (,
Date
a D. P. W. engineering -'
Approved
Date
Q Board of Health well = Approved
Date
a Board of Health septic - Approved
Date
a Beard of Health food serviCe = Approved
— —
Date
FIRE D ISTRI CT' J - if. = ApprOved
Date
a Planning Dept - Approved
Date
()ther. -'
_ Approved
Date
Approved
Date
rnr:tents
zass =Zszzlz:zzslass
!!!sl====its!!s=s!!!!==l==lslssslssszsz!!=zs:z==lszlz
- rnlect Surnrnar-`• new construction/ sIter-srion1demo
sewage deposal - puhlicipriti•ate
_Alter.•add interior wa1Ls] [add rooms a
� [add footprintl
Fooll [gar~aQe:shedl [game courts i
food se • [ n cel
Descr:De
rzazzzzrsszszssssssis=:::ram
water supply - publiciprivate weII
he varicus departzaents: _
This notice has i�een forwarded � You for our information mad anti• appropriate action. SbouId you ha�•e anti•
ions please advise. If any reason to withhold the - .
!ration is appreciated, a requested permit is found. please advise. Your assistance and
building Department
TOVVN OFIDLARTMOUTH ,&,# U ?-1 DHq DPA r,p a �• Tak50Sw999w0738-
HONE 508=999mO720 FAX
moons " 1 J f I H
The applicantha�l,c:umplet�e this application to the best of their ability prior to snbmissioa.'Ietsyimg no iit�at tmaas�+►ered. ?lie
Department `ti'ff � i tril•�d'•3 rQ4- L. business hours to those section assist as necesury MIA should be inr;ened for th �s
Which do not 2pply. A properly completed application will help avoid-tmnecessarT delays, Mn� M=g %is rat
(for office _use only) T
Application fee — neteivW by 1 Date
l
Total Permit Fee $ : Permit #
100 LOCATION OF PROJECT //0
CURRENT ACCESSORS' PLAT U LOT �,n-l0 ZONING DISTRICT
OTHER ZONING OVERLAY DISTRICT'S if applicable
NIA"M B ER & STREET L-45T --_iL /J. t)-r
t
NE.-!LREST CROSS STREET
SIIBDIN'ISION NAME & LOT #
or BUSINESS NAME
PREVIOUS TENANT ; OWNER
100 RESIDENTIAL - PROPOSED PROJECT' - one & two family residence only
- THIS SEC'T'ION NOT APPLIC.-ABLE
�ngle family - number bedrooms number baths
- Two family - number bedrooms unit I number baths unit I
number bedrooms unit _' number baths unit ? •
= Accessory apartment Total gross sq. ft:
_ Accessory structure
_ Garage - detached - attached to dwelling, dimensions L W
_ Carport - detached - attached to dwelling, dimensions L W
= Shed - dimensions L W
= Gazebo - dimensions L W
= Swimming pool above ground in -ground Size to*ta]`.sguare feet
Date sent for review
_ Chimney - # of flues