BP-60895THE SEWER PIPE IS TO BE
FINISHED CONSTRUCTED, INSULATED AND
FIRST SECURED IN CONFORMANCE
FLOOR WITH FHE STATE PLUMBING
EL.= 32.83 CODE
FINISHED GRADE
4" SOLID PVC
40
EL. = 29.55
INV. OUT
EL.= 29.35
MIN. TO
SCALE V = 20'
0 5 10 20 40
SECURED WATER TIGHT COVERS TO
MIN. COVER EL.= 32.3
1-3 " M I I . N
3 J MIN
j
-FLOW LINE 6
10
T 1665 GALLONS
A I
FORCE MAIN TO PITCH
BACK TO DOSING
CHAMBER TO DRAIN
EL. = 2-9.10-
L)-UOX RISER COVER IS TO BE WITHIN 9" OF
PROVIDE A TEE MINIMUM ELEVATION OVER D-BOX = 34.2
F _,-FIRST 2' TO BE LEVEL
1 4 INCH CLEANOUT
27 SLOPE (MIN.) 1 MUST USE SPECIk TOOL
I FOR REMOVAL.
INSPECTION PORT TO INCLUDE A 7" ROUND
STRUCTURAL POLYETHYLENE VAIVE BOX
AND COVER W/ LID TO FINISH GRADE
REST 4 " PVC PIPE ON TOP OF
__JASEECLD&_l00RL_S �T_
�_ SECURE IN PLACE WITH A
4" SOLID PVC SCH, TO BE SET LEVEL L)qrVy1lLL )UNLYK
2" SDR 21 P�C F_ -
----F0-RcE MAI
EL. .62 ELI = 3 .3
INVERT BED OF J ROWS OF 6 CHAMBERS (18 CHAMBERS TOTAL)
DISTRIBUTION BOX EL. = 32.45 EL. I= 32.10
H-in wIR OUTLETS
2" BALL VALVE
2" SCH. 40 CROSS WITH
CLEAN -OUT CAP
114 - WEEP HOLE IN
DISCHARGE PIPE
2" BALL CHECK VALVE
NOTE, DISTRIBUTION BOX SHALL
COMPLY TO MINIMUM 1 1 1
REQUIREMENTS OF JIO CUR 15.2J2. REMOVE UNSUITABLE SOIL & REPLACE WITH CLE4N FILL IN ACCORDANCE WITH JlO CUR 15.255(3) ')
2MIMAIWA'L WAA VAA WtLWn FOR PUMP INFO
2,500 GAL. PRECAST CONCRETE SEPTIC TATK / -puwp SEE PUMP NOTES SEPTIC SYSTEM PROFILE
CHAMBER COMBO H-20 SET TANK ON 6v OF CRUSHED NOT TO SCALE
STONE OR APPROVED LEVEL BASF
12'- 7 0 T'
EXISIING IlEllf
Q3
20'. M#l.
10' MIN.
PROPOSED
2,500 GALLON
( k,
EXISTING BUILD SEPTIC TAAT
FINISH FLOOR PUMP CHAMBER (H-20)
ELEYATION J2.8J
PROPOSED ADDITION
40 MIL. LINER
AROUND ENTIRE SAS gposED
0 ROCK
00'�± TO PL
3
PROP, 5' REMOVE & REPLACE
71 PROP. INSPECTION PORT
PROF. CULTEC BED
:LLVAIIUN 0I.JJ (NAVL)d6)j
PROP, RETAINING WALL
ol
140'_-� TO MISHUAM POINT RD
PROP. VENT
EXISTING CONTOURS
EXISTING SPOT ELEVATION
OBSERVATION HOLE LOCATION
PROPOSED CONTOURS
100x2 PROPOSED SPOT ELEVATION
___v_ PROPOSED GRASS SWALE
EXISTING TREELINE
OHW- EXISTING OVERHEAD WIRES
A
M
SMALL RIB
I
ri
0
DEPTH TO GROUNDWATER
4' MINIMUM
ITNtR TO WRAP AROUND
WATER ELEV. = 28.1 ENTIRE SOJL ABSORPRON SYSTEM
TOP Of 40 MIL. LINER EL.=.32.81
ON TP-1 B07TOM OF 40 MIL. LINER EL-27.81
BY MILLER L-A/ViRONMENTAL
PRODUCTS, E BRIDGEWATER, MA
8" MIN. DEPTH LOW
PERMEABLE SOIL
BLOCK RETAINING WALL
TOP OF WALL FL=J2.81
KEYSTONE
CAP UNIT
KEYSTONE'
CO
U�VPAC UNIT
IT CORE FILL J14"
CRUSHED STONE 4" MIN. WIDTH
STONE LEVELING PAD
DESIGN DA TA:
I
DESIGN F10
STORAGE IN PUMP CHA
1.
2-EL-DROOM GUEST HOUSE
STORACE VOLUME REQUIRED ABOVE ALARM - 220 GALLONS
2 BEDROOMS x 110 CPD/BEDROOM
= 220 GPD
VOLUME PROVIDED:
29. 10 (OUTLET INV) - 25.97 (ALARM) = J, IJ'
SEP77C TANK
J.IJ' (HEIGHT) X 4' (LENGTH) X 6,16' (WIDTH) = 771 C.F.
220 GPO x 2. 0 = 449
GALLONS
77.1 CF. X 7.48 GALLONS / C.F = 576 GALLONS
USE A 2 COMPARTMENT
2,500 GALLON TANK
576 GALLONS > 220 GALLONS
OIL A TION
5YSELY,-
2
.PUMP DESIGN.
J.
PERCOLATION RATE -
J6 MIN/INCH (CLASS // SOIL)
REQUIRED HLAD = FRICTION LOSS I ALr1TUDE CHANGE 1
4.
DESIGN LOADING RATE
0.25 GPD/SF (CLASS /// SOIL)
STATIC PRESSURE CHANGE
5
ALTITUDE CHANGE � J2,62 - 25.02 � 760'
(220 GPD)
FRICTION LOSS = 5.71'
6,
LEACHING AREA R7
(D._2,5_6P_D1`Sr7 = 880 SF
STATIC PRESSURE CHANCE � 0
USE CULTEC FIELD OR
IN CONTACTOR C4 UNITS IN BED CONFIGURATION
REQUIRED PUMP HEAD = 760' 1- .5.71' = 13.Jl'
7.
r
PUMP PERFORMANCE CURVE (MYERS MODEL SRM4):
(830 S.F.)
S.
F6`�F FT� = 1
FIT OF CHAMBERS REQUIRED
HEAD (FT)
FLOW (GPM)
L
FROM TABLE 3
OF MODIFIED CERTIFICATION FOR
1
95
GENERAL USE.11
EFFECTIVE AREA IS EQUAL TO 1.67
(BOTTOM WIDT�
ONLY)
10
60
1
USE 18 CULTEC FELDI
DRAIN CONTACTOR C4 UNITS
15
28
14
(18 CHAMBERS) X (8.
�ED:
FTICHAMBER) = 144 FT.
19
0
7
LEACHING AREA PA
BUOYANCY CALCULA77ONS 2,500 GALLON TANK:
1
(6.7 S.FIFT) X (144�
FT) = 964 S.F. > 880 S.F.
DOWNWARD FORCE
I
DAILY FLOW CAPACITY-'
WEIGHT OF EMPTY 2,500 GAL. TANK = 22,650 LBS.
964 SF X 0.25 GPOI$F
= 241 GPD > 220 GPD REQD
WEIGHT OF SOIL ABOVE TANK.
18
DOSE CALCULA 1
138 CF OF SOIL X 110 L31CF OF SOIL 15, 180 LBS.
19
DOWNWARD FORCE = 22,650 + 15,180 J7,8,30 LBS.
2
REQU/j�ED DOSE = 2
OSEIDAY
BUOYANT FORCE: (ASSUMES TANK FULLY SUBMERGED IN WA TER)
REQUIRED DOSE =
GPD 12 DOSEIVAY = 110 GALLONS
VOLUME OF DISPLACED WATER � 562.71 CF
2
DRAIN BACK VOLUME T
J.59 GA�LONSIDOSE
BUOYANT FORCE = 562.71 CF X 62,4 LB/CF = 35, 1 IJ LB
2�
TOTAL DOSE 110
3.59 � 11159 GALLONS
J7,8JO LB > 35, 1 1J LB (DOWNWARD FORCE > BUOYANT FORCE)
SOIL ABSORPTION SYSTEM RfSERVE AREA
2
THE PROPOSED RESERVE' AREA IS DESIGNED TO HANDLE THE
2,,
EXISTING DWELLING AND THE PROPOSED GUEST HOUSE FLOW.
"
DESIGN LOADING RATE 0.25 GT`o/SF (CIASS /// SOIL)
p
/r
-4 DIA INSPECTION PORT
. . . . . . . . .
0 0 0 0
0 0 0
(550 GPD)
RESERVE AREA REQ D 2,200 SF
(0125 6FL115I)
1.
2
IN
A
J.
RESERVE AREA PROVIDED:
(JO' WIDE) X (75' LONG) 2,250 S.F. > 2,200 SF
4.
DAILY FLOW CAPACITY.
2,250 SF X 0.25 GPOISF 562 GPO > 550 GPD REOD
5.
SOIL DATA:
6.
DATE: 4-27-10
PERFORMED BY: JAMIE L. BISSONNETTE, P.E. (PRIME ENGINEERING INC.)
72
WITNESSED BY� CHRIS MICHAUD, DARTMOUTH BOH
SOIL DEPTH ELEV. SOIL DEPTH ELEV.
PLAN
TP-1 (I TP-2 (I
HORIZ. HCHES) (FEET) HORIZ. NCHES) (FEET)
NOT TO SCALE
c� 30.6 - 30.5
T61
A
SANDY LOAM
,
A
SANDY LOAM
102
IOYR 3/3
11-2
129.68
10YR 3/3
_96"_
B
SANDY LOAM
� P--
-
3� "�
taw
1 29.42
LARGE RIB
IOYR 5/6
164�2 29.27 B
SANDY LOAM
?OYH 5/6
AA"
PnTTOkA
a;_Inj
28.92
4"
NOT TO
NOT TO SCALE
IUL�_ I SANDY LOAM
Cl I 2.5Y 5/4
C �SANDY LOAM
I OYR 5/4
R�TAINING WALL NOTES.-
1. KALL TO BE LESS THAN 1.6' TALL FROM FINISHED GRADE
TO TOP OF WALL
2, THE WALL IS TO BE INSTALLED IN ACCORDANCE WITH
KEYSTONE INSTALLATION INSTRUCTIONS FOR THE COMPAC
UNIT RETAINING WALL SYSTEM.
3 THE CONSTRUCTION OF THE IMPERVIOUS BARRIER SHALL BE
SUPERKSED BY FHE DESIGNER PER JIO CMR I5255(2)(b),
Hill Me�dc
v
ro
rn
� yr
Yard'
LOCUS
Acmska
B'
LOCUS
NOT TO SCALE
VUIL�):
THE CONTRACTOR SHALL NOTIFY rilE LOCAL BOARD OF HEALTH AND PRIME ENGINEERING, INC., AT LE4ST 48 HOURS PRIOR TO REQUIRED INSPECTIONS. THE
REQUIRED INSPECTIONS ARE AS FOLLO�;,S:
A, AFTER PLAcEmEw OF TANKS AND LEACHING CHAMBERS
B. PRIOR TO BACKFILL, THE CONTRACTOR IS TO PROVIDE A CURRENT SIEVE ANALYSIS SHOWING THE SAND MEETS J10 CMR 15 255(j) SPECIfICATIONS IF
REQUESTED BY THE DESIGN ENGINEER.
C WHEN PUMPS ARE FULLY OPERATIONAL
0 DURING CONSTRUCTION OF 01ER AND BACKFILLING OF LINER AND LEACHING FIELD
E. FINAL INSPECTION AFTER LOAM AND SEED HAVE SEEN PLACED
BENCHMARK IS A SPIKE IN POLE 87512, AS INDICATED ON PLAN ELEVATION= Jl3j (NAVO 88 DATUM).
HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE DISP05AL FIELD DURING THE COURSE OF CONSTRUCTION OF THE
SYSTEM.
NO FIELD MODIFICATIONS TO THE SEWAGE SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE LOCAL BOARD OF HEALTH.
UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE 57ATE ENVIRONMENTAL CODE DATED 2006
AND ANY APPLAABLE LOCAL RULES.
SEPTIC TANK / PUMP CHAMBER AND D-BOX SHALL BE MANUFACTURED BY J&R PRMSr OR APPROVED EQUAL, THE SEPTIC TANK / PUMP CHAMBER SHALL
wITHSTAND H-20 LOADING CRITERIA AND THC D-BOX STIALL WITHSTAND H-10 LOADING CRITERIA.
DOUBLE CASKETS AND CROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRErl' STRUCTURES IN ORDER TO PROVIDE A WATERTICHT
SEAL, MORrAR ALL INLET AND OUTLETS NOT USED ON ALL CONCRETE STRUCTURES.
THE FIRST TWO FEET OF EACH LINE EXIFING THE DISTRIBUTION BOX SHALL BE LEVEL
THIS SYSTEM IS NOT DESIGNED TO ACCOMMODATE A GARBAGE GRINDER.
0 OTHER FHAN THOSE' SHOWN, FHERE ARE NO KNOWN WELLS WITHIN 200, Of, THE THE PROPOSED SOIL ABSORPTION SYSTEM.
1. IN ACCORDANCE WITH JIO CUR 15.221, ALL SYSTEM COMPONENT SHALL BE MARKED WITH MAGNETIC MARKING TAPE.
THE CONTRACTOR SHALL RESTORE (LOAld & SEED) ALL AREAS DISTURBED DURING CONSTRUCTION.
THE CONTRACTOR SHALL LEAVE THE EXISTING SEPTIC SYSTEM (SERVICING THE MkN DWELLING) UNTOUCHED.
INSTALLER SHALL BE TRAINED AND CEAWFIED BY CULTEC INC. FOR INFORMATION ON THE CULTEC FIELD DRAIN CONTACTOR C4 CHAMBER SEE MODIFIED
CER77FICATION FOR GENERAL USE TAISMITTAL NUMBER W037676 MODIFIED FEBRUARY 22, 2010.
THE PROPERTY IS SHOWN ON THE 70WIV OF DARTMOUTH ASSESSORS MAP AS LOT 16 MAP 11.
6. FOR TITLE REFERENCE' TO THE SUBJECT PROPERTY REFER TO BOOK OJ9J4, PAGE 0229 THE BRISTOL COUNTY REGISTRY OF DEEDS.
7 ALL PROPOSED WORK ON THE SURIECT PROPERTY IS LOCATED IN ZONE X, '�REAS DETERMINED TO BE OUTSIDE THE 021- ANNUAL CHANCE FLOODPLAIN': AS
SHOWN ON THE FLOOD INSURANCE RATE MAP (F.I.R.M-) OF BRISTOL COUNT( MASSACHUSETTS, MAP NUMBER 25005CO489F EFFECTIVE DATE dULY Z 2009.
THE SUBJECT PROPERTY IS NOT LOCATED IN A ZONE 11 OR IWPA (WELL HEAD PROTECTION AREA).
LOCATION OF URLITIES ARE CONSIDERED APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY 7HC ACTUAL LOCATION AND INVERTS' OF UTILITIES IN THE FIELD
PRIOR TO THE START OF CONSTRUCTION.
0. THE CONTRACTOR IS RESPONSIBLE LINDER MASSACHUSETTS STATE LAW TO NOTIFY Q62FE "0 322.4dll) TO LOCATE UTILITIES IN THE PROJLC7 AREA 72
HOURS PRIOR 70 THE SFART OF EXCAVATION.
1. THC PROPERTY !S CURRENTLY SERVICED BY WELL WATER AND THE PROPOSED GUEST HOUSE SUALL BE SERVICED BY WELL WATER.
A MINIMUM OF 12" IS TO BE MAINMINED BETWEEN THE INVERTS ON THE SEPTIC FANK AND PUMP CHAMBER AND HIGH GROUNDWATER, THE ELEVATION f'OR
HIGH GROUNDWATER WAS DETERMINED BY TEST HOLES 1, 2 & J.
THE PROPERTY /S NOT LOCATED III A PRIOR17Y HABITAT OR ESTIMATED HABITAT AS SHOWN ON THE MASSACHUSETTS NATURAL HERITAGE ATLAS IJIH COITION
EFFECTIVE DAT OCTOBER 1, 2008.
4. THE OUTLET rff FILTER (ZABEL OR APPROVED EQUAL) SHALL BE INSPECTED AND CLEANED ANNUALLY
IMPERVIOUS BARRIER TO BE INSTkLED IN ACCORDANCE WITH DEP GUIDELINES DOCUMENT DATED MARCH 1, 2002 POITCYISOPIGUIDELINE if
BRP/DWM/WPeF/GO2- 1.
UMP No TES. -
AN AUDIBLE ANO VISUAL ALARM SHALL BE PROVIDED. PUMP TO BE ON SEPARATE CIRCUIT FROM ALARM.
PUMP AND APPURTENANCES TO BE INSTILLED AND LOCATED ACCORDING TO MANUFACTURES INSTRUCTIONS AND LOClL BUILDING AND WIRING CODES.
PUMP SHALL CONSIST OF A MYERS MODEL SRM4 SUBMERSIBLE PUMP(S) (OR APPROVED EQUAL). PUMP SHALL BE RATED AT 4110 HP AND SHALL HAVE A 2-
DISCHARGE. THE PUAIP(S) SHALL OPERATE FROM A 115 VOLT 11.5 AMP, SINGLE PHASE, 60 HERTZ POWER SUPPLY.
CONTRACTOR TO ENSURE' LIQUID IN DISCHARGE PIPE FLOWS BACK TO PUMP CHAMBER AFTER PUMP CYCLE. A 114- WEEP HOLE IS TO BE INSTALLED IN
DISCHARGE PIPE ABOVE THE 2m 84LL CHECK VALVE.
PUMP CONTROL PANEL SHALL CONSIST OF MYERS CE SIMPLEX SERIES ELECTRICAL CONTROL PANEL (OR APPROVED EQUAL). PUMP CONTROL FANEL TO BE
LOCATED INSIDE THE PROPOSED GUEST HOUSE AND IN CLEAR VIEW.
A JUNCTION BOV IS TO BE LOCATED OUTSIDE OF PUMP CMMBEI? AND INSPECTED BY ELECTRICAL INSPECTOR
ISSUED FOR PERMIT
SOIL
DEPTH ELEV.
HORIZ.
TP-3
(INCHES) (FEET)
0 30.6
A
F-
SAGNI�� LO, M
1 Y
10YR 313
10 29.77
1 SANDY LO, �]
!18 29.1
C ISANDY LOAM
10YR 5/4
198 22.43
C SANDY LOA
2 2.5Y 5/4
D 120 20.6 L-1122 20.33 LJ110 21.43
MOTTLING @ 30" MOTTLING @ 30" MOTTLING @ 34."
STANDING WATER @ 96" WEEPING WATER @ 120" WEEPING WATER @ 55'
ESTIMATED SEASONAL HIGH ESTIMATED SEASONAL HIGH ESTIMATED SEASONAL HIGH
GROUNDWATER ELEV. = 28.1 GROUNDWATER ELEV. = 28.0 GROUNDWATER ELEV. = 27.77
PERC RATE = 1" IN 36 MINUTES
NOTE THE A B & LAYERS ARE TO BE REMOVED TO ELEVATION 28.9' BELOW THE 545 AND REPLACED
WITH CLEAN FILL IN ACCORDANCE WITH J10 CUR 15.255(J). UNSUITABLE SOIL TO BE REMOVED TO A
DISTANCE OF 5'-0" BEYOND THE LIMITS OF THE SOIL ABSORPTION SYSTEM.
NATIVE MATE`RbQ NO.
........ FILTER FABRIC
LOE
_QF CHAMBE/v
4 INVERF. IN fil-TUE-5 TITLE 5
SAND % SAND
ff �J
0
�T5F CHAMBER ELEVi__ 5, R&R 48" 48" 48" 5' R&R
12' WIDE
CROSS SECTION OF BED
BOARD OF HEALTH STAMPS
BOARD OF HEALTH STAMPS
P.E. STAMP
SUBSURFACE SEWAGE DISPOSAL SYSTEM (UPGRADE)
OWNER: TEAL POND NOMINEE TRUST
ASSESSORS MAP & LOT. MAP 11, LOT 16
STREET LOCATION: 72 MISHAUM POINT ROAD, SOUTH DARTMOUTH
ST
ENGINEERING FIRM:
dESSEEM
PRIME EN-GINEERING
P.L.S. ST)k�_P"
CIVIL ENGINEERING - LAND SURVEYING - ENVIRONMENTAL ASSESSMENT
P.O. BOX 1058 350 BEDFOIRD SMEEt - LAKEVILLE. MASSACHUSETTS 02347
TEL, (508) 947-0050 FAX: (505) 947-2004
DATE. JULY 8, 2010 REVISED:
SHEET: 1 OF I
CONTACT PERSON: JAMIE BISSONNETTE, P.E., PRIME ENGINEERING, INC.
ADDRESS: P.O. BOX lo88, LAKEVILLE, MA
TELEPHONE: (508) 947-0050
01PROJECTSOARTMOU'rHIMishaurn PointI72 Michaum Point Wise Surma JoneslSepfic DesignIGuest House Base.dy
�5Tq
*A
EXISTING CONCRETEFOUNDATION
ELEV.= 34.05 (NGVD)
s02 6 7 ,
0
I �0
3,93. S'
NAIL = 1N 16" AK Q
ELEV31.32 (No
1
2 +
1 1
NAIL SET 1N 14" OAK
1 4L
/(9 D
AS -BUILT
HOM;
PL/
II I A f �/ I A I I'A ,
i I
. 1 I
I �
I I
FmTINbs
FOUNDATION PLAN
16 1'
la- -I'i T T F -If 1-11-II"-IF �I
I II II II 11 Il II II II II lI 11
I II I} II II II II II II II II II
I II II II II 11 II Il II "
II II {I II II II II II II II
II li II II li it II II ry II
II II 1, II II II II II it
II
F1_�I JI_ll_I�J �'_ll_IL_IL_
lb
EXISTING PLAN
BUILDING AREA - 472 SQ. FT.
1 16 d I
I I
FIRST FLOOR FRAMING PLAN
1
, -
aI
I
h
ROOF FRAMING PLAN
AWULTBQWAE
MnTwo¢sTws
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.........................................................
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................... ..... .............
_-......_.. - :
W°^Asia --•
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FIRST FLOOR PLAN TDeEaEMm
BUILDING AREA - 472 SQ. Fr.
EAST ELEVATION
e-�
I of 37
wFw wtnoav
rtliw z�
m er E starer
Mrw MF D, wb orrno
TELEI'FIONr (3Cfi 9T_�
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CMULTANTS
NOTES
' Nm 45N 1
ww3swam
In,
t
AIMIORYAPARTMINT
FOR LAURA PRICE
72 MISHAUM POINT ROAD
SOUTH DARTMOUTH, MA
TTrLF
PLAN, ELEVATIONS
SCALE: 1/4"-1'D
DATE.: JUNE 15, 2010 4¢
DRAWN,CEW �,5�
RMSED: Qt�
DRAWING NMA
A-01
NORTH ELEVATION
I
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11 13
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WISE• SURIdLA•JONES —ARCHITECTS
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ACCESSORY APARTMENT
FOR LAURA PRICE
72 MISHAUM POINT ROAD
SOUTH DARTMOUTH. MA
SECTION, DETAILS
SCALE: 1/2" =1' 4r Q
DATE: ,TUNE 15, 2010
DRAWN: CIW
REVISED:
DRAWINGNUMUER
— . 1
IG'-1`
0
N
EXISTING PLAN
BUILDING AREA - 472 5Q. FT.
EXISTING SOUTH ELEVATION
EXISTING NORTH ELEVATION
FOOTPRINT (UNDEFINED BY DARTMOUTH ZONING BY-LAW) = AREA OF EXISTING BUILDING
AS DEFINED BY DARTMOUTH ZONING BYLAW = 472 SQUARE FEET CED D
"SECTION 3A -- DEFINITIONS AND ACCESSORY USES
3A.100 DEFINITIONS
Area of a Building is the exterior horizontal projected area of a building including enclosed porches, cornices, step',
cef,knlAop29porches."
LLOO
EXISTING EAST ELEVATION
EXISTING WEST ELEVATION
qL'I .w I- iLy;
Nov 2 7 206S
WISE•SURMA•JON'ES - ARCHITECTS
24 CY: E S REEI'
NEW BEUINRU, MA D2J
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CONSULTANTS
NOTES
ACCESSORY APARTMENT
FOR LAURA PRICE
72 MISHAUM POINT ROAD
SOUTH DARTMOUTH, MA
TITLE
EXISTING CONDITIONS
SCALE: 118" =1'-0"
DATE: OCTOBER 22, 2009
DRAWN: CEW
REVISED:
DRAWINGNUMBER
A-01
NnTann rOW9T TTTrnv
PROPOSED PLAN
BUILDING AREA - 472 5Q, FT,
PROPOSED SOUTH ELEVATION
EPROPOSED EAST ELEVATION
PILE 00H
24 CE ST.l T
'
Tll. ttY:UWNO, MA 03]W
FAXFE E f.N18)93]59]]
5., TPVH3
ACCESSORY APARTMENT
FOR LAMA PRICE
72 MISHAUM POINT ROAD
SOUTH DARTMOUTH, MA
TITLE
PROPOSED ALTERATION
SCALE: I/X"= I. O"
DATE: ODUJBIi, 22,200D
DRAWN: CTW
REVISED:
DRAWING NUMBER
A-02
PROPOSED NORTH ELEVATION
EPROPOSED WEST ELEVATION
1. Date plan reviewed: SEP 1 3 2010
2. DENIED (see project review worksheet):
rHOLD
Date:
3.
s 71)4�
Reason: VL Date:
4. HOLD subject to Zoning Board 6f Appeals action: Date:
Comments:
Inspector's Signature: Date: SEP
13 2010
ECTId 77777777
p, NT9�,,�;-AePLIdK�iT,-VOTIFICATION_, A,`
Applicant informed of above- Date: Time: Clerk-
s: - , I � 4 e
Comment L4Z��/
U
EC T III FFIGOWSPECTO
Less Application Fee: $25.,00
Remaining Balance:
$
Total Permit Fee: $
Other $ Amount $
TOTAL,FEE: Gross Area - New Construction total sq' ft.'
Gross Area - Alteration total sq. ft.
Permit Issu ed to: 0e4
A
RETSIDEK71-M 13 Approval in Part (Per 760 CMR. 5111.13)
.25-ftn
DARTMOUTH BUILDING DEPARTMENT
400 Slocum Road, P.O. Box 79399
Dartmouth, MA 02747
Phon e: 508-910-182Q �ax: 508-910-1838
Www.-town.dartrrouth.rna.us
DATE RECEIVE[Y.
APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAM L ELLING
IL
�MyZilkp
RECE�
-DAT
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�5,
71 '-bA
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0 Vd, t: 6 WZ4g,
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A --', i� , , -
�Z�lj Board El
XboaraOT.1-,-,�. -V , emo 'D�Dpvv Rtp=jec�;7�r5
, -�—q,. 0 E er
',,Xealth
pplea S Commission, CLT, r
'S off Qw� 11
-11 P Ca rd grix
61 Off
M=qriii B66rii , -,&�Uz
- 4A I I .... NO— TWA
UIRESJNSPECTOR,S: IEW-BEFOR&THE,IS90,_.-
0,45--, N DEPART
Zoning Review. Signature: Date: SEP 1 3
Energy Report: Signature: Date: I J zu , lu
Fire Chief: Signature: Date-0 '3 L
Boardof Health: Signature: 4Z Date:
Conservation Commission: Signature: —4 Date: zo/b
Other: Signature: D t
a
�ee:
Brief description of work being performe
15t a" -
1.1 Property Address:
'5-- AY4
Lot Area (sf.) Krontage
Required Provided -
Front Yard
Side Yard
Rear Yard
1.4 Water Supply (MGL c4O s54): 1.5 Sewage Disposal System:
EIMunicipal OPrivateWell 0 Municipal El On Site Disposal
1:1 CONSTRUCTION PLANS
1.2Assessors & Lot Numb
Map /7 .
1.3 Historical District El Yes 11 No
Year Built
0 Altering more than 25% per side of building
Has application been submitted to the Historic Commission?
0 Yes 0 No Date:
D SITE PLAN
Page 1
1:1 ENERGY REPORT
r.�Ju �
C
0
P
y
0
F
L
C
E
N
C
E
(s)
RESIDENTNARI . .
SECTIOW-,Z,,�,:PROPa-k-,,Y.,bWNE.FSHIPfA OKIZED-AGEKT-57�,'
2.1 Owner Record:
Name (print)
Contact Address Phone —Number
2.2 AA4!�S�
Name (;5—rint) I
FA-� Contact Address Phone Number
�'SEC 10
T Wj3 d U-GTIOW.$ERVIC -5- mw�-
3.1 Licensed Construction Supervisor/Specialty License License Number: (f
Company Name/Contractor Name: 'S / X.J, --
Address: ;�, C) - L5� F-7 5 1714-
Expiration Date -
Signature: T211�� Telephone:
3.2 Reoistered Home impr6/vement Contractor:
NotApplicable'O
Areyou a Home Improvement Contractor subject to (780 CMR.110.R6)? Yes El No
Are you claming exemption from the requirements? 0 Yes 0 No
If Yes, Go to Section 3.3
Company Name/Contractor Name:
Registration Number (if none, state "none"):
ls"O?elec—
Address P - 0 - 7! ��, 7 1 P-5 o r,/ -4
Signature: Telephone: //,e- -7 1
E—iration Date:
3 -3 For Residential I Re4odel Work Only
PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO THE GUARANTY FUND:
QUESTIONS OR COMPLAINTS call or write:
Home Improvement Contractors Registration, One Ashburton Place - Room 1301, Boston, MA 02108, 617-727-6598
0 1 am a Homeowner performing all the work myself.
Owners Name (print):
Signature:
cknowledges that there will be no eligibility to the Guaranty Fund
Date:
3.4 Homeowner Exemption - One & Two Family Only
FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT
5108.3.15 Licensing of Construction supervisors: Except for those Structures gDVemed by Construction Control in section 116.0, effective July 1, 1982, no individus
shall be engaged in directly supervising persons engaged in construction, reconstruction, alteration, repair, removal or demolition involving the structural elements ofibuilifing
or stuctu,es, unless he or she is licensed in accordance with the rules and regulations promulgated by the BBRS entWed Rules and Regulations for Licensing Constructioi
supervisors.
Exception: Any Homeowner performing work forwhich a Building Permit is required shall be exempt from the provisions of this section: Provides that if a Honneowne
engages a person(s) for him to do such work, that such Homeownershall act as supervisor
For the purposes of this section only, a "Homeowner' is defined as follows Person(s) who owns a parcel of land on which he/she resides or intends to reside, an whic
them is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farni structures. A person who constructs mom the
one home in a tw�year perod shall not be considered a Homeowner
If you are applying under this section sign below:
Signature:
Your signature carries certain responsibilities, including but not necessarily limited to, general liability
royvz
TI N
0 4 W R K-R" )NANSU
Wo, ker's Compensation Insurance Afflidavit must be completed and submitted with this application. Failure to provide this
affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached: 0 Yes 0 No
257-1 3
ECTION PROPOSEb7WOFK(Checlhi#-,'i r61,1- TEA
0 Deck 0 Pool 11 Repairs 11 Alteration 0 Ch imney/Firep lace 0 Woodstove/Pellet Stove
/New Construction* 4�0-k. ccessory Bldg. 0 Roofing/Siding 0 Other
(Energy report required) (Shed/Garage) (Specify below)
I ,UlAdclition 0 Replacement window/door 0 Demolition
_
(Energy report required) No� of windows — Doors (Specify below)
*If new construction, please complete the following:
Single Family: No. of Bedrooms No. of Baths
Two Family: No of Bedrooms Unit I No. of Baths Unit 1
No of Bedrooms Unit 2 No. of Baths Unit 2
0 Furnace (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify):
11 Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify):
• HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other
• Air conditioning - (separate unit)
• None of the above to be provided
• Hot Water: Gas Electric Fuel Oil Other
Ace,5513 - -4 orlov-r.- -
Description of proposed work: APA-r---o o
Of 0-t45:- r-ri, er &-X.J -tl
�`SECTION S-YESTIMATE ONSTPUCTION tzo$T � 3-00
Item stimated Cost (S) to be completed by permit applicant
1 . Building
2. Electrical
3. Plumbing
4. Mechanical (HVAC)
5. Total = (1 +2+3+4)
2g, . . . .. . 0
MUM R i-ORiZkt1bN g
I&
(Please Print)
i.-9&&X4 as Owner of the subject property hereby authorize
to act on my behalf, in all matters relative to work authorized by this building permit application.
7/17 /10
f Signature of Owner Date
Olt 'SECTION7B�-,OWNERWA90 �IENT,7,15FCLA PATION,�,-,.,:,
as Owner/Authorized Agent he reby declare that the statements and information
on the foregoin6 app6ation Bre true and accurate, to the best of my knowledge and belief.
Signed under the pains and pen as of perjury.
Signature 51`10wrie'rTAuthdrizerent Date
Page 3