BP-87456N 50• 19.24„
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N 56'20'23" W
25.84'-'
W
N O0
N 0
rn
N lcn
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N 50•4¢'49„ W
118.48,
N
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EXIST
FODUN AITION
TOP OF
FOUNDATION
ELEV.-62.12
521
6
<1
0 ss
L=88.90'
0`s= R=100.00'
A=50'56' 19"
IA
N 62' 58' 10 W 51 16
27.68'
LOT 3
44,597 SQ. FT.
1.0 2 ACRES
172.9'
52•34
N 6870 1' 58" W
LOT 2
40,471 SQ. FT.
0.93 ACRES
95.05'
S 55' 11 '2 7" E
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Glofo,Z
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No. 321 S5
I
REST E TIA L ❑ Phased Approval (R106.3.3)
$25.00PLICATION FEE IS NON RE-FIAYIDAI' I
1.1 Property Address: �lf -3� � �r►'t c n� Zone- r1.2 Assessors Map & Lot Number:
Contact Person: /41 t c,. % a c( G1 w, a r`R. Map Lot _ S
Phone Number: 77J1-SZ6 a 13 S
1.4 Water Supply (MGL c40 s54): 1.5 Sewage Disposal System:
Municipal ❑ Municipal
❑ Private Well rOn Site Disposal System
1.3 Historical District ❑ Yes �AO
Year Built
❑ Altering more than 25% per side of building
Has application been submitted to the Historic Commission?
❑ Yes ❑ No Date:
.bees
CONSTRUCTION PLANS SITE PLAN 0 ENERGY REPORT
RESIDENTIAL
SECTION 2 =_PROPERTY dWNERSHIP/AUTHORI ED AGENT
2.1 Owner Record:
5(, S/u dtj 4;" t o o-e-
Name (print) Contact Address Phone Number
2.2 Authorized'N r✓t-Q
Vkk
Name (print) Contact Address Phone Number
SECTION 3 4,.C4NSTRUGTION SER1fICES
3.1 Licensed Construction Supervisor/Specialty License: License Number:
Company Name/Contractor Name:
Address: Expiration Date:
Signature: Telephone:
3.2 Homeowner Exemption - One & Two Family Only Section 110.R5.1.3.1 Exception:
FOR HOMEOWNERS WHO INTEND TO PERFORM AND BE RESPONSIBLE FOR THEIR OWN PROJECT
Exception: Any Homeowner performing work for which a Building Permit is required shall be exempt from the provisions of this section; provides that if a Homeowner
engages a person(s) for hire to do such work, that such Homeowner shall act as supervisor. C
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, on which
there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures: A person who constructs more than
one home in a two-year period shall not be considered a Homeowner.
If you are applying under this section sign below:
Signature: 1^
y `XZ,�144 v
=�E_GTION 4 _= YVaRKER'Sv`GO714PEIV5ATION 1NSl1RAfitGEAFI=1DA�fIT4(A11GL �:152 § 25)' . _ . - _ -
Worker's Compensation Insurance Affidavit 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: ❑ Yes ❑ No
:SEGTIa(�t 5 - DESRt13T101V L?F PROPOSEE3 WORK (Check all'appltcable)
_
❑ Deck = ❑ Pool ❑ Repairs ❑ Alteration ❑ Chimney/Fireplace ❑ Woodstove/Pellet Stove
VNew Construction* ❑ Accessory Bldg. ❑ Addition ❑ Roofing/Siding ❑ Replacement window/door
(Energy report required) (Shed/Garage) (Energy report required) No. of windows_ Doors
❑ DEMOLITION (specify):
Location of debris removal (per MGL C.40 Sec 54): ❑ Dumpster on site ❑ Dumpster On Street
Facility Name: Location:
*If new construction, please complete the following:
Single Family: No. of Bedrooms No. of Baths
Two Family: No of Bedrooms Unit 1 No. of Baths Unit 1
No of Bedrooms Unit 2 No, of Baths Unit 2
❑ Furnace (hot air) - fuel gas (natural or propane), fuel oil, electricity, other (specify):
❑ Boiler (heating) - fuel gas (natural or propane), fuel oil, electricity, other (specify):
%OHVAC (combined unit) - primary fuel, natural gas, propane, electricity, other (specify):
❑ Air conditioning - (separate urit)
❑ None of the abot- 9 h v d
PPHot Water. Ga Electric 4— Fuel Oil Other
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TOWN OF DARTMOUTH
BUILDING DEPARTMENT
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13UILPING CONSTRUCTION SHALL 1.3E IN COMPLIANCE WITH STANDARDS OF PRACTICE
OUTLINED IN THE INTERNATIONAL BUILPING CODE (16C) 2009, STH EDITION.
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BUILDING CONSTRUCTION SHALL 6e IN COMPLIANCE WITH STANDARDS OF PRACTICE
OUTLINED IN THE INTERNATIONAL 13UILPINCf COPE (113C) 2009, STH EDITION.
SCALE: 1/8 INCH = 2 FOOT
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BUILDING CONSTRUCTION SHALL BE IN COMPLIANCE WITH STANDARDS OF PRACTICE
OUTLINED IN THE INTERNATIONAL BUILDING CODE (IBC) 2.009, 8TH EDITION.
SCALE: 2/8 INCH = 1 FOOT
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BUILDINGCONSTRUCTION SHALL BE IN COMPLIANCE WITHSTANPARPS OF PRACTICE DWG LEPaEMONT LANE - LOT 3
OUTLINED IN THE INTERNATIONAL BUILDING COPE (16C) 2009, STH EDITION. SCALE: 1/8 INCH = 2 FOOT
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BUILPING CONSTRUCTION SHALL BE IN COMPLIANCE WITH STANDARDS OF PRACTICE
OUTLINED IN THE INTERNATIONAL BUILP►NCi COPE (16C) 2009, STH EDITION.
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SCALE: Vs INCH = 1 FOOT
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18"
44"
124"
SOIL DATA
TP-1 TP-2 TP-3 TP-'4
^„ A SANDY 01.1 0" A SANDY
LOAM LOAM
10YR3/2 59.6 29" 10YR3/2
B SANDY B SANDY
LOAM LOAM
10YR4/6 10YR4/6
C1 C1 SANDY
LOAMY LOAM
SAND 10YR6/2
10YR5/4 C2
LOAMY
SAND
5n_R v w
10YR5/4
57.4 46"
96"
67.0 U-"
58.6 18"
57.2 49"
53.0
51_n i gn"
A SANDY 61.9 0"
LOAM
10YR3/2
B 60.4 18"
SANDY
LOAM
10YR4/6
57.8 46"
C1
LOAMY
SAND
10YR5/4
5L A 1 nR"
A SANDY
LOAM
10YR3/2
B SANDY
LOAM
10YR4/6
C1
LOAMY
SAND
10YR5/4
62.1
60.6
L._t_l7CIV tJ
UE51 GN
DATA
0o __..
..-.... .��w._11100
...... . _.... EXISTING CONTOUR
12" MIN. EARTH
DESIGN PERC RATE:
1" IN 5 MIN
BACKFILL
DESIGN FLOW:
4 BEDROOMS X 110
GPD/BDM 440 GPD REQUIRED
PROPOSED CONTOUR
SYSTEM DESIGN: USE
24' X 25' LEACHING BED
2" DEPTH OF 1/8" -
ZZ PIPE INVERT ELEVATION
1 /2" WASHED PEASTONE
TEST PIT
BOTTOM: 25'
LONG X 24' WIDE
X 0.74 G/SF = 444 GPD PROVIDED
10" DEPTH OF 3/4" TO
0 0
1-1/2" .DOUBLE WASHED
SEPTIC TANK
CRUSHED STONE
1:1
DISTRIBUTION BOX
58.3 3' 6 � 6 � 6' 3' w PROPOSED WATER SERVICE LINE
♦ OBSERVED GROUNDWATER
TYPICAL OF ALL
TABLE ELEVATION
TYPICAL FIELD12 CROSS SECTION RESERVE AREA
NOT. TO SCALE LOCUS M A P
BENCHMARK: ZONING REQUIREMENTS (MINIMUM)
,.� ..., -� - - - - -- ----------- ...._ _......... FOR BUILDING DEPARTMENT USE INSPECTION ...... va VVt'11KLP00�,OR OTHEp�
�=.,•,;, 2.) THE LOT IS LOCATED IN A SINGLE RESIDENCE B (SR-B) ZONING DISTRICT. EVTION REQUIRED �r1t�7H WA
V 1 V iZ Lei i.� i�J
e� FOR PERMIT. TIER USE aEVI
„4 1NHEN EXGAV CEO
` � • ;� � 3.) THIS LOT IS LOCATED IN A FIRM ZONE "C".
52 4.) .PERCENT LOT .COVERAGE: 11.3%
3.5"dia. 5. 2 REQUIRED PARKING SPACES PROVIDED IN GARAGE.
5"dia. � \, ,,,.. 9 ) ( )
knockouts r. Q
outlet inlet f6.) THIS LOT IS NOT LOCATED IN AN AQUIFER ZONE.
5 LIMIT OF 7, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY WATERPROOFING THE
EXCAVATION )
BASEMENT. NO DETERMINATION OF THE HIGH GROUNDWATER ELEVATION
AT THE FOUNDATION LOCATION HAS BEEN MADE BY THE ENGINEER ON THIS LOT.
8.) LOT SHOWN IS LOT 2 ON PLAN PREPARED FOR LEDGEMONT
S` V TZ,-G DEVELOMENT, LLC. BY PRIME ENGINEERING, DATED 10 05 05
PLAN VIEW 363 INSPECTION_.,.COUNTYCREGIS RY OF EEDSOININEW BEDFORD F TH�BRISTOL
SCALE: 1 "=30' 2
8ry PORT 9. LIMIT OF B.V.W. TAKEN FROM PLAN PREPARED FOR LEDGEMONT
, 20" dia. cover (typ) �� ) DATED 10 05 05
S3. DEVELOMENT, LLC. BY PRIME ENGINEERING, /
f `- AND RECORDED IN PLAN BOOK 157 PAGE 27 OF THE BRISTOL
taper
T4.. _ 64 „ ,- COUNTY REGISTRY OF DEEDS IN NEW BEDFORD.
3" FINISH GRADE INLET AND OUTLET RAISE D-BOX COVER TO WITHIN 6" OF FINAL GRADE 15' MINIMUM
114" 10„ DWELLING ELEV. = 61.3(MAX) TANK COVERS TO GRADE
TOP OF COVERS TO BE WATERTIGHT MAGNETIC TAPE TO BE PLACED OVER
5'-8,. ��" AND SECUREABLE SEPTIC COMPONENTS VENT RISER
• 7 ° 4'-0" 4 -7. FOUNDATION ;1 FINISH GRADE EL.= 64.8
liquid ELEV.=62.00 FINISH GRADE ,
level ELEV. = 61.6(MIN) 5 # f 5
3"walls 1
... • . L3„ 4" SCH40 PVC 5-0.01 �pR2l _ � •
PROPOSED 4" PVC p�R•� 2" PVC, * 63.42 4" PVC SDR35 63.8
CROSS SECTION VIEW 59.81 1500 GALLON 35 FORCEMN� DISTRIBUTION • • • • :. 0 3/4"-1 1/2" WASHED STONE • •• 33.3
TOP OF REINFORCED 59.46 Box - 62.8
SLAB 59.71 CONCRETE loon GALLON 63.66 63.49
SEPTIC TANK ELEV.=54.50 SEPTIC TANK REINFORCED CONCRETE
F LT R 59.43 PUMP CHAMBER 59.18 SEE NOTE #10 ELEV = 57.2 Z LIMIT OF EXCAVATIO
NOT TO SCALE I
8I * FORCEMAIN TO BE A MINIMUM OF 18" BELOW GRADE a SEASONAL HIGH GROUNDWATER ELEV. = 57.8
6-.3/4"-1-1/2" CRUSHED STONE BASE -
SEPTIC TANK BUOYANCY CALCULATIONS ^^ 6",3/4"^-1_1/2" CRUSHED STONE BASE PUMP CHAMBER BUOYANCY CALCULATIONS
UP: 0.5' DEEP X 5.67' WIDE X 10.83' LONG X 7.48 G/CF X 8.34 #/GAL=1,915# UP UP: 0.75' DEEP X 8.0' WIDE X 5.12' LONG X 7.48 G CF X 8.34
DOWN: TANK=11,670# DOWN SYSTEM PROFILE DOWN: TANK=8765# DOWN / #/GAL=1,916# UP
DOWN: SOIL COVER, 0.75' DEEP X 10.83' X 5.67' X 100#/CF=4,605# DOWN
NET FORCE = 11,670# DOWN + 4,605# - 1,915# UP=14,360# DOWN DOWN: SOIL COVER, 2.5' DEEP X 8.0' X 5.12' X 100#/CF=10,240# DOWN
NOT TO SCALE NET FORCE = 8765# DOWN + 10,240# DOWN - 1,916# UP=17,089# DOWN
It
F" J'Ej C n &
ATEi�
BOARD OF HEALTH STAMPS
_ THE APPROVAL BY THIS OFFICE CONSTRUCTION OF THl
MUST 8E C •, S T 1DOES NOT GUARANTEE THE R �)
EFFECTIVENESS OFANY INSTALLATION YEARS 0 TH F DARTNIQUTH BQARO OF HEALTH APPROVED YTi�,�FAg4PT
RT-�jOU '
1DATF-
30 �IZD i' vR i ���'AISSION
CONSER �„�--
1�
BSURFACE $EWA�-L� >D/SPO�AL SYST
OWNER: sTEVEr^°. yG MICHAEL CAMARA LOT 3, LEDGEMONT LANE
MAP 25, LOT 1-5
DARTMOUTH, MA
ENGINEERING FIRM:
P.L.S., STAMP 449 Faunce Corner Road
Dartmouth, MA 02747
cO (508) 998 2125
Civil and Environmental Engineering FAX (508) 998-7554
Land Use Planning
DATE:- 10-19-2017 REVISION: 1-8-2018
CONTACT PERSON: MICHAEL DIBENEDETTO
ACAD N0. FILE N0.
DAR 17-6766 LOT 3 SSDS_DWG nnR 17_Fz7RF