BP-181NO7ES. O `'
Al
LOT LINE INFORMATION TAKEN FROM PLAN EN777LED
'RED OAK ESTATES' PREPARED FOR FLEM/MG ENGINEERING AND
REC,WED
'91 9EP 8 Pal 1
9 e-o
BDPT
BUILDING BY BRISTOL COUNTY ENGINEERING INC. AND RECORDED IN
PLAN BOOK-JZ$_. PAGE 259 NEW BEDFORD REGIS7RY OF
DEEDS
I HEREBY CERTIFY THAT THE FOUNDA71ON SHOWN ON THIS PLAN
IS LOCATED ON THE GROUND AS SHOWN, AND CONFORMS TO THE
ZONING LAWS OF THE TOWN OF DARTMOUTH MASS
PARCEL SHOWN IS LOCA7ED IN ZONING DISTRICT 'SINGLE
RESIDENCE AN
1 CERTIFY THAT THIS LOCUS DOES NOT LIE WITHIN 7HE FLOOD
HAZARD ZONE AS DEZJNE47ED ON
COMMUMITY MAP # 250051
PANEL 0020 C
THIS PLAN NOT MADE FROM AN INSTRUMENT SURVEY,
NOT TO USED FOR FENCES, ETC.
13,69�
9'g
McG'EE
No: §46m
SCALE PLAN
N FEET
80 40 20 0 10 20 3040 80
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SI TE LOCUS
SCALE P'w2000' +/
LEGEND
O O
SEPTIC TANK
o
DISTRIBUTION BOX
------- 100 -----
EXISTING CONTOUR
100
PROPOSED CONTOUR
TEST PIT
RESERVE AREA
W _
WA TER LINE
HAYBALE BARRIER
/ L ��(3
FACILI ry '
C \�
2" X 2" X 3' STAKES
L2)
HAYBALE �
w BUTTED
O
FLOW --�
STAKE
NATIVE SOIL
PLAN VIEW CROSS SECTION
EROSION CONTROL BARRIER
NOT TO SCALE
FINISH GRADE OVER
TANK = �Ila
FINISH GRADE AT CAST IRON OR CONCRETE COVERS
DWELLING HOUSE _ �',L BUILT UP WITH BRICK AND MORTAR
TO GRADE 4" SOLID WALL FINIS ELEVATION
CAST IRON OR CONCRETE COVERS PVC PIPE -
BiUILT UP WITH BRICK AND MORTAR . FIRST TWO FEET TO BE A
T'"0 KITHIN 6" OF GRADE LAID LEVEL
TOP OF FOUNDA170N� .
ELEVATION
TOPSOIL
SLOPE = 27.
SLOPE _ 19 : BACKFILL
A Q o or�0000 r�c�oo 0000t�or�
6 7� I'f /� /_ I� Q Q t= a o o t� o o i� I MIN
' I 14�Z O O D[= [= O t= O[� O 0 O
GAL GQt o or�oboo oot=tom �ot�t�ot� is hiz
REINFORCED V • : _ ►. rr WASHED
DEPTH OF S
G TONE UNDER GALLEY
SEPTIC TANK 1� � CLEAN ! I BOTTOM OF LEACHING FACILITY STONE
COARSELe LENGTH OF LOW GALLEYS FEET COARSE
LEVEL STABLE CLEAN
SAND A SAND
D _ BASE LIMIT OF
BOTTOM OF EXCAVATION ELEVATION = 1 �XCAVA77ON
WATER TABLE ELEVATION _ 140.1 LIMIT OF EXCAVATION
TO BE SCARIFIED
SEPTIC SYSTEM PROFILE
NOT TO SCALP
FINISH GRADE
- - 4" INLET
+ ,.
+i +i
SET ON LEVEL -
STABLE BASE (6" 6 2
COMPACTED GRAVEL
OR COMPARABLE) -�
PROFILE VIEW
DISTRIBUTION BOX NOT TO SCALE
PCB ° o
a
AUG 2 6 m E.>
BY .
TOWN OF DARTMOUTH €
BOARD OF HEALTH 11
THE APPROVAL BY THIS OFFICE
DOES NOT GUARANTEE THE
EFFECTIVENESS OF ANY `
INSTALLATION
DARTMOUTH BOARD OF HEALTH
*E;',,,,m Is Not Deg fined
G- rt - ,, Grinder, W',irlpool
G hc r Water Use Devices.
BOARD OF HEALTH INSPECTION
REQUIRED WHEN EXCAVATED
ELEVATIONS DUST NOT BE
a 1 CHANGED WITHOUT BOARD
ENGINEERS AS -BUILT OF HEALTH APPROVAL
1h xPLAN & CERTIFICATION
I�ySTATEMENT REQUIRED
t 3 v,►a� kp
> \
�X o
� �QI
41 I ����,�, ca�c�>_ArtL IS: '%P D� �Ei�TCa_1 = id(o.0to
\°1•
t �v� 'DD03041" SLnf5- Ixi`d AiIa;l i2<w00i4_,�,.
d,r � _
�"�Q- t — A LEA GI-h d (- .,- /A I L , T^1 f} nl 17 S L_O %'t: /�'� 14 r . c LC,, r 1
\00 ( •�� Its. iKI 12it �OE
\' c141,(n7 0pkj1 j"0.. lb, I SLOB -t'o I��.l Ca,.l?F�t�it CL�.,� i�rA C,�
LCJA,, 4)uLa 'rALILlrl 1 ✓ D V-- Gt ,
1
D &A
t - 7��
SITE PLAN
SCALE: 1"
SITE BENCHMARK:
�r�t t•� STD ?� � rr�Gy = l3'7, 7� (d; i �; t �• ; ' �a�f�,
SEPTIC SYSTEM COMPONENTS
SEPTIC TANK: USE 1�00 GAL TANK AS MANUFACTURED BY Macs
CEMENT BLOCK CORP. OR APPROVED COMPARABLE
SUBSTITUTE
DISTRIBUTION BOX: USE 2A SQ. FT. W/BAFF AS MANUFACTURED
BY M&S CEMENT BLOCK CORP. OR APPROVED.
COMPARABLE SUBSTITUTE
LOW GALLEY.• USE LOW GALLEY "D AS MANUFACTURED BY M&S
CEMENT BLOCK CORP. OR APPROVED COMPARABLE
SUBS71TUlE
�— FINISH GRADE
i•Li ii%ii�ii.i1.%iiii�iii.it•
y2rt
WASHED. STONE
2"
,W, lvz"
WASHED STONE
LIMIT OF EXCAVATION
TO BE SCARIFIED
.S ,1i
ytli�ifL�if�L�t�t1I�UIl�i1
O '
fir.•. � � �
NIMUM
CAST IRON OR CONCRETE COVER BUILT TO
GRADE WITH BRICK AND ORTAR
CAST IRON OR CONCRETE CAST IRON OR CONCRETE
COVER BUILT TO WITHIN
6" OF GRADE 2/, COVER BUILT TO WITHIN
�-- 6" OF GRADE
3'� FLOW LINE 6" /
1 4" OUTLET
4" INLET 10" MIN. 7Y,
4'-()" MIN. _
LIQUID
SET ON LEVEL LEVEL
STABLE BASE (6"
COMPACTED GRAVEL -
OR COMPARABLE)
PROFILE VIEW
SEP TI C TANK
NOT TO SCALE .
GENERAL NOTES
1.) THIS SYSTEM SHALL BE INSPECTED WHEN THE LEACHING AREA 1S `ULLY EXCAVATED AND ALL
COMPONENTS ARE IN PLACE THE CONTRACTOR SHALL NOTIFY 71.E LOCAL BOARD OF HEALTH AND
THE DESIGN ENGINEER WHEN THE SYSTEM, IS READY FOR INSPECTON-
2) ALL WASHED STONE MUST HAVE LESS THAN 0.2 PERCENT MATER L FINER THAN NUMBER 200
SIEVE AS DETERMINED BY THE AASHO TEST METHOD T- 11 AND T-27 (LATEST METHODS).
3.) THE DISTRIBUTION BOX AND SEP71C TANK SHALL BE PLACED ON � MINIMUM SIX (6) INCHES OF
COMPACTED GRAVEL BASE TO PREVENT HEAVING OR SETTLING.
4.) THE CONTRACTOR SHALL NOT ALLOW ANY HEAVY EQUIPMENT TO PE OPERATED OVER THE LIMITS OF
THE SEWAGE DISPOSAL SYSTEM DURING ITS CONSTRUCTION.
.5.) NO FIELD MODIFICATIONS SHALL BE MADE TO THE SYSTEM WITHOUT PRIOR WRITTEN APPROVAL
FROM THE ENGINEER AND THE TOWN BOARD OF HEALTH.
6.) 'UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH
THE CURRENT EDITION OF TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND ANY APPLICABLE
TOWN REGULA710NS
Z) AT ALL POINTS OF INTERSECTION OF WATER LINES AND SEWER LIES, MECHANICAL JOINT CAST
IRON PIPE SHALL BE INSTALLED FOR BOTH LINES FOR 10' ON EI7'''ER SIDE OF THE
INTERSEC7ION POINT.
8.) GROUT SHALL BE USED AT ALL POINTS WHERE PIPES ENTER OR EXIT ALL CONCRETE STRUCTURES
TO PROVIDE A WATERTIGHT SEAL
9.) ALL SHIPLAP JOINTS IN THE SEP71C TANK SHALL BE SEALED WITH NEOPRENE GASKETS OR
ASPHALT CEMENT.
10.) ALL PVC PIPE USED SHALL MEET AS7M D 3034-73 SDR 35.
11.) SOME MANHOLE LOCA7IONS SHOWN ON THE PRECAST CONCRETE STRUCTURES MAY NOT BE STANDARD
LOCATIONS AND MUST BE SPECIALLY ORDERED AS SUCH FROM 7N'E SUPPLIER-
IZ) THE CONTRACTOR SHALL EXCAVATE ALL UNSUITABLE MATERIAL IN THE LEACHING AREA SHOWN ON
THE PLAN AND BACKFILL WITH CLEAN GRAVEL OR COARSE SAND (SEE TITLE 5, REGULA77ON
217). THIS FILL MATERIAL SHALL HAVE A PERCOLA77ON RATE 0• ONE (1) INCH IN LESS
THAN TWO (2) MINUTES AND SHALL NOT CONTAIN FINES, CLAY, ORGANIC SOIL, STUMPS OR
STONES
13.) A CER77FICATE OF CQMPLIANCE AS REQUIRED BY 77TLE 5, SECTION 15.02. SUBPARAGRAPH 8,
MUST BE OBTAINED BY . THE CONTRACTOR UPON COMPLETION OF HE WORK. IF CONSTRUCTION
MUST BE CONFIRMED BY AN ENGINEER, THEN CONTRACTOR MUST NOTIFY THIS OFFICE PRIOR TO
BACKFILLING
14.) - THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE AC,JAL LOCATION OF ANY
EXIS77NG UTILITIES SHOWN ON THIS PLAN.
15.) THIS SEP77C SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBA:'E DISPOSAL UNIT OR OTHER
DEVICES WHICH USE LARGE AMOUNTS OF WATER.
16-) THE SEP77C TANK SHOULD BE INSPECTED ANNUALLY. WHEN THE TOTAL DEPTH OF SCUM AND
SOLIDS EXCEEDS ONE—THIRD' (1/3) THE CONTENTS OF THE TANK SHOULD BE PUMPED. IT 1S
RECOMMENDED THAT THE SEPTIC TANK BE PUMPED OUT AT LEAST ONCE EVERY YEAR.
19.) SOIL LOGS INDICATE SOIL CONDITIONS, PERCOLA77ON RATES AND WATER TABLE DEPTHS
OBSERVED AT THE TIME AND LOCATION OF THE SOIL INVESTIGATIOVS AND SHOULD BE VERIFIED
BY THE CONTRACTOR/EXCAVATOR AT THE TIME CONSTRUCTION BEGINS IF GROUNDWATER OR
PERCHED WATER IS ENCOUNTERED AT A HIGHER ELEVA7ION THAN INDICATED ON THE PLAN, THEN
THE CONTRACTOR/1=XCAVATOR SHALL N071FY 774E LOCAL BOARD (F HEALTH.
20.) EROSION CONTROL BARRIERS SHALL BE STAKED PRIOR TO ANY CONSTRUCTION OR EXCAVATION AND
SHALL REMAIN IN PLACE UN77L ALL CONSTRUCTION, GRADING, PLAV7ING, INSPECTIONS, ETC.
ARE COMPLETED.
2L) THE SEPTIC TANK SHALL BE FITTED WITH INLET AND OUTLET TEES ACCORDING TO THE
REQUIREMENTS OF TITLE 5. C !
DARTI OUTH
EOARD OF HEALTH
SITE LOCATION: l�E� QR v t_ A Olf L Df 3 0A-1Kr�46 v-`h� PL1 T: 41 LOT: 1 ---12 .
B.O.H. STAMP THIS SEP77C SYSTEM DESIGN IS VALID ONLY
SYSTEM DESIGN DATA IF ACCOMPANIED WITH THE ORIGINAL SIGNATURE SUBSURFACE SEWAGE- DISPOSAL SYSTEM
AND SEAL GF ALAN J. HEUREUX, P.E Ct
CLIENT. �1.1=f�h1�41'a qr AL.' -I
DESIGN CAPACITY. aBEDROOMS AT . 110 GAL/DAY = GAL/DAY
SEPTIC SYSTEM DESIGN: 3 LOW GALLEYS (4'X8') WITI-f.: 4 ' OF STONE
SURROUNDING GALLEYS �- (o" a� StG ►-tom• u til�t:� MA UK B O U CHE AND HEUREUX
G R ��ls ALAN HEUREUX D T R A� , INC.
SEPTIC SYSTEM DESIGN PERCOLATION RATE. MIN./INCH o D D •CIWL/ENVRONMENTAL ENGINE;RS AND LAND SURVEYOR
S
i SEPTIC SYSTEM DEIGN CALCULATIONS: t F 648 AMERICAN LEGION HIGHW'�Y WESTPORT, MA 02790
SIDEWALL: 'N- LONG X 2 SIDES X�DEEP X�GPD/SF = 3 GPD �_.. ���H 0 ,�
ENDWALL: IZ'LONG X 2 ENDS XL*�DEEP X 1,0 GPD/SF = 25GPD �� �y TELEPHONE: (508) 636-5905ALAN J.
FAX: (508) 636-2477
BOTTOM: ALONG X ►z,wIDE X GPD/SF Zr 1 GPD AUG 2 6 W.9 { c HEUREUX CONTACT PERSON: E� Y. Cit/\
Gl)CIVIL ti R ON: AI,A► 1CHECKED B
TOTAL SEPTIC SYSTEM CAPACITY GPD No.3381t DRAWN BY: Pe'TA APPROVED BY. 014
BY: s� 'AEG/STERN DESI GNED B V.to �k D &A A-1 'S l Ci G,
SOIL DATA
-
DATE OF TEST.
INSPECTOR: SU='�r� Gt IEI-J
PERFORMED BY: �>=� 66Ttrt
ICI , TEST PIT # 11l ��' 1
TEST PIT # Ii2 a"
lh� 12E'>T
1'GE EST'
� r
SAda
`�A4�
133,E
120`� ) Z 'r.
120,1
�L @
OBSERVED WATER It _, (
TABLE: - p - 12 I=� C.TUr. = -1-lib DE st `-* t
I'i L '`1.0,rIUik�
BOTTOM OF PERCOLATION
TEST HOLE: 4P)" - &&"
PERCOLATION RA TE:
MIN. PER INCH
TOWN OF DARTMOUTH I �L
A lE.
BOARD OF HEALTH f PROJECT NO. 241 - 1 DRAWING NO : 241, 1101 _
DRAWING: GALSEPTC.DWG 1\E\J7 / 1 o
G:
up to 32' 4/12
Over 32' - 48' 4/12
Over 48' - 60' 4/12
Over 60' 1 see a registe
DF - Douglas Fi
HF -'Hem-Fir'
All lateral braces
lapped at least 2
CAUTION: The builder, building contractor, licensed
contractor, erector orerection contractoris advised
to obtain and read the entire booklet "Commentary
and Recommendations for Handling, Installing &
Bracing Metal Plate Connected Wood Trusses, HIB-
91" from the Truss Plate Institute.
---- ,__
ess inan or equal to 60 / than so'
Line t Greater Line PITCI
CA TRUSS STORAGE CAUTION: Temporary bracing shown in this summary sheet is adequate WARNI�iIG. Failure to follow y q to for the installation of these recommendations could result in
trusses with similar configurations. Consult a registered professional engineer if a different s severe personal injury or damage to trusses or buildings.
bracing arrangement is desired. The engineer may design bracing in accordance with TPI's
CAUTION: Trusses should not be - — - _
17 1 12
9 6
5 3
ame
2
e1P2y jF Topchords that are laterally braced can buckle
JyyQ�\ togetherandcausecollapseifthereisnodiago-
nal bracing. Diagonal bracing should be nailed
to the underside of the top chord when purlins
are attached to the topside of the top chord.
12
,4 or greater
Up to 32' 4/12
Over 32'- 48' 4/12
Over 48' - 60' 4/12
Over 60' See a
DF- Doug!
HF - Hem-
� m
latere
15' 20 15 U to 32'
15' 10 1 7 Over 32' -
15' 6 4 Over48'-
Dd professional engineer r Over 60'
arch SP - Southern Pine DF -Douglas`
T
?S
2
TOP CHORD
2x4/2x6 PARALLEL
Continuous
TORCHORD
DIAGONAL BRACE
CHUR1 TRUSS
Top Chord
MUM
LATERAL ACE
BR
SPACING (Do
Lateral Brad
n4,
SPACING([BS)
#trus$es
Top chords that are laterally braced can buckle
Required
S P / D F
S P F / H F`
togetherand cause collapse if there is no diago-
10"
30"
8'
16
10
nal bracing. Diagonal bracing should be nailed
42"
6'
6
4
to the underside of the top chord when purlins
are attached to the topside of the top chord.
48"
5'
4
2
See a registered professional engineer
Attachmer
SP -`Southern Pine 1
Required
:nd'diagonals are essentls
tability and must be dupli
=rame 5
orusse�--
;SPFn,@ 2'
e hori U/50 or 2
to use
Ig. Maximum Plumb
Misplacement Line
L(in)
L/200 L(ft)
50"
1 4"
4 2
100"
12'.
8.3'
150"
3/4'.
12.5'
L(in) L/200
j L(ft)
200'
1"
16.7'
250"
1-1 /4"
20.8'
300"
1-1/2"
25.0'