BP-63065•SECTIO�r ECtO;?`S REtt[E;vv/COro[Y€ENTS'T.r`
1_ Date Dian reviewed:
2. DENIED (see project review worksheet):
Date:
3. HOLD
Reason:
4. HOLD subject to Zoning Board of Appeals action:
Comments:
Date:
Date:
Inspector's Signature:
Date:
77
Applicant informed of above: Date: Time:
Comments:
Clerk:
.._ .
.,. SEGTtOIV'iQ..OFF.iCEIiNS�ECTflR'S;I�UT�S
_
Total Permit Fee: $ (52`
Less Application Fee: $25.00
Other $ Amount $
Remaining Balance:
TOTAL FEE: Gross Area - New Construction total sq. ft. S02
Gros rea -Alteration total sq. ft.
Permit Issued to:
Al
�... SECTIt}N [1='ADDITIONAL„GC3M TENTS/SKE~;T,CjiES � '
❑ Approval in Part (Per 780 CMR.5111.13)
-J-&US MTF PLAN ENERGY -REPORT
Page 4 — — — —
Page 1
C
O
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Y
O
F
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(S)
SEGTIONOPERTY OWNERSHI,PIAUTHQRIZEii AGENT`
2.1 Ow/jfiner Record:
1/VIL tat TICS Cice
j // �"v/�
L�3i [G�/j IyVCL��Jffl=J � _
Name (print)
Contact Address Phone Number
Sod Yo Glow
2.2 Authorized Agent:
Name (print)
Contact Address Phone Number
" za SECTION 3=-CONSTRtIGTiON SERVICES
3.1 Licensed Construction Supervisor/Specialty License : License Number: 1C
Company Name/Contractor Name: 00 Z 0 �1 1 rr�" �'. G 1. t ? Z c—
Address: 3 S l' I Vct, �" Vv -C-3 � vr�
Expiration Date:
Y �� - 13
-� Telephone: S VFT �� y �! G O
Signature
3.2 Registered Home Improvement Contractor: %� kj
Not Applicable ❑
&<es ❑ No
Are you a Home Improvement Contractor subject to (780 CMRA 10.R6)?
9!r
Are you claming exemption from the requirements? ❑ Yes o
If Yes, Go to Section 3.3
Company Name/Contractor Name: cx r- v S le-le—k
Registration Number (if none, state "none"):
^
Address: S It a l'1%tx rV GS"� a��
Signature: Telephone:._5—Ck- 63,6 .5--�-k,7
Expiration Date:
3.3 For Reside tial Remodel Work Only
PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT -HAVE ACCESS TO THE GUARANTY FUND:
QUESTIONS OR COMPLAINTS call or write:
MA 02108, 617-727-8598
Home Improvement Contractors Registration, One Ashburton Place - Room 1301, Boston,
�❑ I am a Homeowner performing all the work myself. -, ,
Owners Name (print):
Signature:
By signing the above, the homeowner acknowledges 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
5108.3.5 Licensing of Construction Supervisors: Except for those structures governed by Construction Control in Section 116.0; effective July 1, 1962, no ind'rvidus
shall be engaged in directly supervising persons engaged in construction, reconstruction, alteration, repair, removal or demolition involving the structural elements of building.
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 Constructioi
Supervisors.
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 Homeowne
engages a person(s) for hire to do such work, that such Homeowner shall 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, on Whic
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 ffiore tha
one home in a two-year period 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
cCTIOI�t,4'-LhfORKER'S;COWIPENSATIO"N tNSURANCEAF,i=iDAVIT;(MGL°c 152 �i 25) ".,.
ion. Failure tc his
Worker's Compensation Insurance Affidavit must be completed and submitted with this applicat �� prov' e t
affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached: e1Yes ❑ No
,.. ECTION 5„ QESCIRIPTION OF'PROF'OSED;'NORK(Check alI'applicabie) j-,,.,.� ... ..'. F i
t3 Deck Y❑ Pool ❑ Repairs ❑ Alteration ❑ Chimney/Fireplace ❑ Woodstove/Pellet Stove
New Construction* Accessory Bldg. ❑ Roofing/Siding ❑Other
(Energy report required) (Shed/Garage) (Specify below)
❑ Addition ❑ Replacement window/door ❑ 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 3
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):
�iler (heating) - fuel gas (natural or propane , fuel oil, lectricity, other (specify):
❑ HVAC (combined unit) - primary fuel, natural gas, propane, electricity, other
❑ Air conditioning - (separate unit)
❑ None of the above to be provided
fot Water: Gas Electric Fuel Oil Other i'n �I r2c
Description of proposed work: �,,,_ !( hC_ Coil S 7✓L-C__r/_h
fz, n 1, a. 9 J e- S _otCA_ - h I! 1 r-u.
I, 111 m Q ✓n �C 06- as Owner/Authorized Agent hereby declare that the statements and information
on{ the foregoing application are true and accurate, to the best of my knowledge and belief.
Sign under the pains and penalties of perjury.
Signature of Owner/Authorized Agent Date
Page 3
rage
I
s
h,
LOCUS
PLAN
N.T.S.
OSRD SPECIAL PERMIT
S 18'51 55" W 169.19'
/1.
LOT 2
a ;, 40,258 SO.FT.
0.924 AC. t
vh BUILDABLE AREA
30,000 SO. FT.
O.689 AC. t
r
�1 bo
l
S 23'44 54 " W
10
^p NO STRUCTURE ZONE
h
cl
I
N 28.19:37" E
81.68'
83.9.
7'?�S 1`. 2 j' 9 Sl
SITE
1.
INFORMATION :
PROPERTY IS PORTION OF MAP 24, LOT 49
2.
ZONING: SINGLE RESIDENCE—B, NOT LOCATED
IN AN AQUIFER DISTRICT
3.
FIRM MAP 2505C-0478—F ZONE X
4.
SUBJECT TO AN OPEN SPACE RESIDENTIAL
DESIGN SPECIAL PERMIT, DATED DECEMBER 22,
2009.
5.
SUBJECT TO A PERFORMANCE COVENANT AND
AN OPEN SPACE COVENANT DATED NOVEMBER
30, 2010.
6.
SUBJECT TO DECLARATION OF TRUST, DATED
3
NOV 12, 2010.
7.
REFER TO PLAN BY PRIME ENGINEERING, INC.
z
ENTITLED "BAKER FARM OPEN SPACE
10
RESIDENTIAL DESIGN SUBDIVISION PLAN,"
2
REVISION DATE DECEMBER 6, 2010, ENDORSED
DECEMBER 6, 2010.
F. PREP.
�ovEaEo oEcx
PORCH
ARAGE
PROP. GRAVEL PROP• 1110-5
SLAB • 0
PROPOSED DWELLING
'
DRIVEWAY
4-BEDROOM 11.50
7.0•F. - 104.00
-
BASEMENT
�
80.54'
FAINER'S PORCH
y ��.
2a.
STONE VW MAY
168
R0
1 � 01
8�
14
139.
%
0 40' 80'
12'x' s.
14' 17Do
COVERE I 16'
30' E? DECK DECK 15'-1' =
y6 \ l c+
44'-1 " V
\ 0.b N I
N O�
A
FARMER'S PORCH a+• 44'
BUILDING DETAIL
1 " = 30' �R
DRAWING TITLE SCALE: ;
FOR PERMIT V. = 40' e ti R�
PROJECT DATE: zz FHEALJ?,iE ^
LOT 2 - BAKER FARM OSRD FEB 11, 2011t.. '453 No. 28373
BAKERVILLE ROAD, DARTMOUTH, MASSACHUSETTS DRAWN BY: ApCIVIL F
CLIENT EKW <I,c ISTE 6��a
WILLIAM GEISEKE �FN
DESIGNED � ,R', ;� � f
WALPOLE, MASSACHUSETTS EKW Aex
J
• CIVIL ENGINEERING P.O. BOX 1088 CHECKED B SHEET
' LAND SURVEYING J50 BEDFORD ST. OF • ENVIRONMENTAL LAKML£, MA 02J47 RJR
PRIME ENGINEERING TEL: 508.947.0050 APPROVED BY: PROJE NO.
ASSESSMENT FAX.508.947.2004 RJR
16890101
0:\PROJECTS\DARTMOUTH\ROCK O'DUNDEE RD\12740101 BOGUSKY & PURDY\septic\FOR PERIMIT.dwq
OSRD SPECIAL PERMIT
REQUIREMENT
REQUIRED
PROVIDED
MINIMUM LOT AREA
30,000 S.F.
40,258 S.F.
MINIMUM FRONTAGE
0 FT
0 FT
*MINIMUM SETBACKS:
FRONT
10 FT
14.4 FT
SIDE
10 FT
16.1 FT
REAR
10 FT
111.8 FT
MAXIMUM LOT COVERAGE
70% OR LESS
15.5%
MAXIMUM BUILDING HEIGHT
35 FT
28 FT
S 18'51 55 " W 169.19'
— ya
16a�
4-01k0
IA
SITE INFORMATION :
1. PROPERTY IS PORTION OF MAP 24, LOT 49
2. ZONING: SINGLE RESIDENCE-B, NOT LOCATED
IN AN AQUIFER DISTRICT
1
3. FIRM MAP 2505C-0478-F ZONE X
4. SUBJECT TO AN OPEN SPACE RESIDENTIAL
DESIGN SPECIAL PERMIT, DATED DECEMBER 22,
2009.
5. SUBJECT TO A PERFORMANCE COVENANT AND
o AN OPEN SPACE COVENANT DATED NOVEMBER
' 30, 2010.
6. SUBJECT TO DECLARATION OF TRUST, DATED
3 NOV 12, 2010.
7. REFER TO PLAN BY PRIME ENGINEERING, INC.
ENTITLED "BAKER FARM OPEN SPACE
e RESIDENTIAL DESIGN SUBDIVISION PLAN,"
2 REVISION DATE DECEMBER 6, 2010, ENDORSED
DECEMBER 6, 2010.
FARMER'S PORCH a?
BUILDING DETAIL
DRAWING TITLE
FOR PERMIT sc ALE: 40 f�� RICHARD
J.
PROJECT DATE: t FiHEAUIUI
LOT 2 - BAKER FARM OSRD FEB 11, 2011 4, v 140CICIVIL)-s
BAKERVILLE ROAD, DARTMOUTH, MASSACHUSETTS DRAWN BY FCLST��4'Oe�`"
CLIENT WILLIAM GEISEKE EKw FF"� /ON
DESIGNED BY: ' �
WALPOLE, MASSACHUSETTS EKw
• OWL ENGINEERING P.O. BOX 1088 CHECKED B SHEET N0. 1 F 1
• LAND SURVEYING 350 BEDFORD Sr. RJR
LAK£V/LLE, MA 02347
• ENVIRONMENTAL APPROVED BY: PROJECT NO.
PRIME ENGINEERING TEL: 508.947.0050
ASSESSMENT INC FAX 508.947.2004 1 RJR 16890101
0:\PR0JECTS\DARTM0UTH\R0CK VDUNDEE RD\12740101 BOGUSKY & PURDY\septic\FOR PERMIT.dwg
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____ _ -_ --�L~_'_-�—��--�----------^-- --------�------------��---�----------------^----
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a
HUNTINGTON HOMES, INC.
344.FASSETT RD. , P.O. BOX 99
EAST MONTPELIER, VERMONT 05651
OFFICE (802) 479-3625
FAX (802) 479-0575 WWW.HUNTINGTONHOMESVT.COM
THIS COVER SHEET IS FOR A SPECIFIC HOUSE WHICH IS UTILIZING THE
SYSTEM DRAWINGS ON FILE WITH THE STATE OF MASSACHUSETTS AND
PFS CORPORATION. THE PFS (THIRD PARTY) ELECTRONIC STAMP VERIFIES THAT
THIS PROJECT IS IN COMPLIANCE WITH THE APPROVED SYSTEM DRAWINGS.
SHEET
NO.
DESCRIPTION
DRAWING
DATE
REVISED
DATE
CS-1
COVER SHEET
2/02/11
N/A
EL-1
FRONT ELEVATION
2/02/11
2/28/11
EL-2
RIGHT SIDE ELEVATION
2/02/11
2/28/11
EL-3
LEFT SIDE ELEVATION
2/02/11
2/28/11
EL-4
REAR ELEVATION
2 02 11
2/28/11
A-1
ARCH FIRST FLOOR
2/02/11
2 28 11
A-2
ARCH SECOND FLOOR
2 02 11
2/28/11
E-1
ELEC FIRST FLOOR
2 02 11
2 28 11
E-2
ELEC SECOND FLOOR
2 02 11
2 28 11
FO-1
FOUNDATION PLAN
2/02/11
2 28 11
SEC-1
BUILDING SECTION
2/02/11
2/28/11
SEC-2
BUILDING SECTION
2/02/11
2/28/11
S1
SITE CONNECTION DETAILS
8/28/01
N/A
S2
SITE CONNECTION DETAILS
8/28/01
N/A
S3 _
SITE CONNECTION DETAILS
8/28/01
N/A
S4
SITE CONNECTION DETAILS
8/28/01
N/A
MISCELLANEOUS PAGES ( 8 1/2" x 11" FORMAT )
SITE
LOCATION (GOOGLE MAPS OR
PLOT PLAN)
HEAT
LOSS
ELECTRICAL LOAD CALC'S
STATE CERTIFICATION
SET CREW CERTIFICATION
RES—CHECK 2009 IECC
MASS
CHECKLIST FOR COMPLIANCE
PFS FORM "M"—BUILDING ACCEPTANCE
MA LETTER OF TRANSMITTAL
TOTAL NO. OF SHEETS INCLUDES COVER =
11
INDEX
MOn6n
PFS CORPORATION
Approval Limited to Factory Built Portion Only
State: Massachusetts
Signature: JYa,oG1 !u a1.
Title: Staff Plan Reviewer
Date: 3/25/11
RE ALARM:
HARD WIRE SMOKE DETECTOR WITH BATTERY
BACK-UP, INTERCONNECTED, PHOTO ELECTRIC
WITHIN 20' OF A BATH WITH A TUB OR SHOWER
AND WITHIN 20' OF A KITCHEN.
SITE WORK :
ALL SITE WORK SUCH AS FOUNDATIONS, GARAGES.
BASEMENT BEAMS. EXTERIOR STAIRS t DECKS.
ETC.. ARE TO BE ENGINEERED BY OTHERS. ALL
CODE COMPLIANCE INSPECTIONS ARE TO BE DON
BY THE LOCAL INSPECTION AUTHORITIES.
TO EXISTING STRUCTURES:
THIS BUILDING SHALL NOT BE USED AS AN
ADDITION TO ANOTHER BUILDING IF IT WILL DOWN
GRADE THE CONSTRUCTION TYPE, OR REDUCE
THE OPEN PERIMETER, OR IN ANY OTHER WAY
JEOPARDIZE LIFE SAFETY FEATURES OF THE
EXISTING BUILDING.
APPLICABLE STATE BUILDING CODES:
MA STATE RESIDENTIAL CODE-7TH EDITION W/AMEND
MASTATE FUEL, GAS, AND PLUMBING CODE
2011 NATIONAL ELECTRICAL CODE W/AMENDMENTS
STATE ENERGY CODE ( CURRENT )
1993 BOCA NATIONAL MECHANICAL CODE
IDRAWN BY K L DATE 2/ 2/ 11
CHECKED HY DATE
GENERAL NOTES:
LIGHTS IN WET LOCATIONS ARE SUITABLE FOR
WET LOCATIONS
110 MPH WIND ZONE
CATAGORY "B"
HURRICAN ANCHORS AT ALL TRUSS
ICE PROTECTION TO RUN FROM THE EAVE'S
EDGE TO A POINT 24" INSIDE THE EXTERIOR
WALL LINE
ENERGY CONSERVATION:
ENERGY COMPLIANCE WILL BE CALCULATED
USING THE RESCHECK PROGRAM.
SEE ATTACHED
5 DARTMOUTH, MA HAS NOT ADOPTED THE
STRETCH ENERGY CODE.
PER THE BBRS THE ENTRY CALCULATIONS HAVE
BEEN DONE TO THE 2009 IECC
THERMAL BYPASS WILL BE IN ACCORDANCE
WITH THE 2009 IRC
CERTIFICATION
INFORMATION
MANUFACTURING FACILITY:
344 FASSETT RD.
EAST MONTPELIER, VT
THIRD PARTY INSP.
AGENCY:
PFS CORPORATION
2877 SKATE TOWN ROAD
BLOOMSBURG, PA
TEL (570) 784-8396
MA TPIA #02 EXP. DATE 04-30-2011
CERTIFICATIONS:
PLANT CERTIFICATION #
00-365
EXPIRATION i.ATE
11-01-2011
MA CERTIFICATION #
MC-83 S
EXPIRATION DATE
04-30-2011
LABEL LOCATIONS:
DATA PLATE LOCATED IN SERVICE PANEL
PFS LABELS : (1) PER MODULE AS SHOWN ON
PLANS
STATE LABELS : (1) PER MODULE AS SHOWN
ON PLANS
DATA PLATE : SERVICE PANEL
(1) KITCHEN SINK iY'lINN OF D
i
(1) ENTRY CLOSET 1^
(1) BATH-3 VANITY
(1) STUDY SINK
IAI
DESIGNED LIVE LOADS:
REQUIRED
BY CODE
DESIGNED
WALL
30
PSF
30
PSF
ROOF: GROUND SNOW LOAD
30
PSF
60
PSF
FLOOR: IST FLOOR
40
PSF
40
PSF
FLOOR: 2ND t 3RD USED FOR BEDROOMS
40
PSF
40
PSF
ORRIDORS
40
PSF
40
PSF
STAIRS
40
PSF
100 PSF
BALCONIES EXTERIOR DECKS
60
PSF
N/A
PROJECT DATA:
PROJECT NAME: GIESECKE
PROJECT NUMBER 91431
BUILDER PURCHASER: E E
PROJECT SITE: 21 BAKERVILLE
DARTMOUTH
MA
HEIGHT OF BUILDING: 2 1,— a,,
NUMBER OF STORIES:
USE GROUP: R-3 CONSTRUCTION TYPE: VB
FIRE SUPPRESSION: NIA
SQUARE FT PER FLOOR
FIRST FLOOR 1162
SECOND FLOOR 140
THIRD FLOOR UNFINISHED
BASEMENT 1162
BUILDING VOLUME ( IN CUBIC FEET)
42288
DESIGN OCCUPANT LOAD
3224 i 200
_ 16
TOTAL SQ FT / SQ FT PER OCC.
TOTAL OCCUPANT LOAD
CHIMNEY
TYPE: BY OWNER
HEATING
SYSTEM TYPE FUEL: HWBB/OIL BY OWNER
MINIMUM
BUILDING SET BACK FROM LOT LINE:
—
0 HR EXT. WALL, 10'-0" FROM LOT LINE
TOILETS
TO BE LOW VOLUME — 1.5 GALLON
OUTDRAWING NUMBER
RTMENT
o
Ep
PECTION AGENCY USE ONLY
CHIMNEY BY OWNER
M
M
m
I
r
EXTERIOR LIGHTS SUPPLIED
BY HHI. INSTALLED BY
OWNER
® FM
AJ I
ft L ELE.
ao
PLYWOOD SKIRT AROUND
PERIMETER LAPPING OVER
THE FOUNDATION BY OWNER
ALL EXTERIOR STAIRS,
DECKS. AND PORCHES
BY OWNER
PR EILEMENAfBY PLANS
NOT FOR cCONS°ICRUMON
REVISED 2/28/II KL
REVISED 2/14/II ON
USE OF THESE PLANS I 1ORAWN BY / DRAWING OATS - --
N7THOUT WRITTEN j ;CHECKED BY {/ REVISIONS
.PERMISSION FROM
HUNTINGTON HOMES. INC K/- L ; 2/2/11 FRONT ELEVATION
;IS PROHIBITED.
ALL FOUNDATION WORK
INCLUDING SILL PLATES
AND LALLY COLUMNS
BY OWNER
PFS Corporation
Northeast Region
APPROVED
H Raup - 3
N25?I A
App'oval linuted to
Factory Builf Portion
II' GIESECKE, BILL
PROJECT
u 9-431
ml
zi
0
Drawin No.
SCALE
3/16 = 1 -0
1
PFS Corporation
Northeast Region
APPROVED
N Raup - 3
31,211,11
Approval llmited to
Factory Built Portion
Jl llU1LdL 111L1 V L SlRll PLANS
lld V S
NOT FOR CONSTRUCTION
REVISED 2/28/II KL
REVISED 2/I4/11 DN
USE OF THESE PLANS DRAWN BY / DRAWING DATE _ -- - -
- - -- -
.WITHOUT NRITTEN CHECKED BY / RENSIONS
:PERMISSION
.PERMISSIDN FROM KL 2,2,11 RIGHT SIDE ELEVATION
HOMES, INC I
GIESECKE BILL -
C/�A�t
SCALE
IS PROHIBITED. j ,.
PROJECT
# 9431
PFS Corporation
Northeast Region
APPROVED
H Raup - 3
125/11
Approval limited to
Factory Built Portion
]PR EILMNARY PLANS
NOT FOR (CONSTRUCTION
REVISED 2/28/II KL
REVISED 2/14/II ON
.USE OF THESE PLANS I .DRAWN BY / DRAWING DATE ---
WITHOUT WRITTEN ;CHECKED BY / REN�ONS LEFT.. SIDE ELEVA��N /� TESCCKC � ���� � 3 SCALE
PERMISSION FROM 1F ,vw 11 (C—
HUNTINGTON HOMES, INC! I
IS PROHIBITED. I:L - 2�-���
Drawing No.
i ®IjjL
L I _ 9
NOLMOURN®qa 31
N
REVISED 2/211/1, Kl
TT IT 'DRBY P
USE OF THESE PLANS - -- REVISED 2/IG/11 ON
WIHOU1 AWN ERMi590N FROM I !CHECKED BY ORAtMNG ATE
IS TINC TON HOMES, INC
REIAS10NSPROH!71KL
' 2/2/��
REAR ELEVATION
SCREENI PORCH
PFS Corporation
Northeast Region
APPROVED
ti Raup .3
3, 25/1 i
Approval limited to
Factory guilt portion
�D
GIESEK
Es BILL SCALE
--
PR07ECT
rt 9143-1
FULL HEIGHT SHEATHING REQ = 21%
21% OF GO' = IC-2 3/8'
24'-9' AVAILABLE
qq -I
KITCHEN CABINETS
ALL VANITIES
SPRING VALLEY
CHE
CHERRY. S
SPRING VALLEY
CHIFFON SQUARE
12X12 SCREEN PORCH
RETTO.QUAREDELUXE
B/O
5'-O• WOOD SHELF
2/1 GRILLES THIS
AT 0' A.F.F.
LOCATION ONLY
t
7 4'-G 3/4'
5204 I
W/GRILL
—�I
TW243t
I
SEAM N
ER
2 4 STUD POCKETS
TW703L TW203t TW2031
5'-1 3/4'
FWHGOGB
TIIL"�GBINEYS
1 AC tl11TH PANEL
BACKER RETURNS 1/2• flLLER
IL'-O'
2 1/2, STUD POCKETS
TW3052 TW3O52
F 8MH£L
P �
AT 510E5
211111 M. BEDROOM
we3 p-yt lYl U
2 g/]1 30 W3015 WEDP 3 ; r SINGLE BOWL v"•TV� LV
BP 4 21 . 1 'BPOI '4 21 I 9P0' O SINK 6T OWNER IS•_2• O W5 I iq W ^ Z at
CI
3L I �DW
U013ATsE3o sE 3c N H
{
m Or O 3' FILLER ,. TOE SPACE 3- FlLLER �
_ 0, N , HEATER m
V B21 R DT DINING ROOM '
tV m3 m SEE NT EL01 To CROWN EIATI FACESTHIS 152------- '''/T11•,'/ _ryR�111
i5B24 PANEL VL/
SB3t BDEP 34 BDEP 34 BACKER VGP
n 5034 3FE 630 DDT VERTICLE
3/4' FILLER FURNITURE BASE 2X4 HATE WALL
TFB \
El
_ O _ H05 - D R I IBt2 R DDT -_ T
TOR O 12R I I FILLER
L -w - PANEL BACKER WOC y
w. 3/4 FILL R TIED WDEP 30 2430 M _
O 28L8 �
OLSUPP
D ON SITETBYROWNERS
W m 3 O
In 11/1' FILLER
a n
° Dn
0L8
POINT LOAD TO M
FOOTING OE
rGOGe 30L8 r''LVL IN DECK ABOVE HALF WALLS E. PANTRY W/POSTSO_3/4FILLER C
II I/^V 1I f 3068 2668 3048 8048 ; Ul O =
2X4 MATE WALLS ON 1 O m ~~
fj
D O O NON COMBUSTIBLE
MATERIAL B/O VSB 4035
FULL HEIGHT SHEATHING REQ = GS% - � 14 DW � FULL HEIGHT SHEATHING REQ GS% a
z
45% OF 34-1" = 22'-5 3/4"' QRO BATH-2 GS% F 34'-1" = 22'-5 3/4"
29-8 I/2" AVAILABLE = >' - O 22'-1 V2' AVAILABLE
in LIVING ROOM �Km HEATERTOE ACE R. TI I
SH W
- V-,-n
B/ m
WOOD STOVE i
B/O WIC
ALL COMBUSTIBLE I (O
- PROTECTION B/O
ENTRY :� 7u�
- O
pp E -
ST IR STPEINGER J TW2852 TW2852 I( -
-- 3'-5 1/2'
COTTAGE COTTAGE
B/ L
UP IJ
FAMILY/DEN/TV ROOM T
m 1- ry F
w
= mu HU L 11HW9 °a 14HWB
3048
5210
2851.
{`— 3'-8-—,�W285G — 5'-3 3/8'--TW285G .�--- 4'-1 3/8• W/TRANSOASS 51DELIjLE_i 4•_l 3/8- ---�' COTTAGE — 5'-3 3/8' COTTAGE -- 3'-6" ---{
COTTAGE COTTAGE W/GRILLES
TEMP
PFS Corporation
8'-10" CEILNG MAIN HOUSE Northeast Region T-811 CEILING WING
f
I'-2 114" HEADERS FULL HEIGHT SHEATHING REQ = 21% APPROVED 6'-9 1/4" HEADERS
21% OF 40' • 14-2 3/8" H Raup - 3
21-I I/2' AVAILABLE 3J25/11
]PRELMENARY PLANS
Factory NOT FOR CONSTRUCTION IONS actory B limited to
FBuilt Portion
REVISED 2/28/11 KL
LIGHT AND VENTILATION REQUIREMENTS
ROOM NAME
LIGHT
REQUIRED
LIGHT
ACTUAL
VENT
REQUIRED
VENT
ACTUAL
OK
LIVING ROOM
IG.B
33.41
8.4
24.11
X
KIT/DIN
32.48
34.38
14.24
22.14
X
STUDY
23.84
24.43
11.92
14.84
X
FAMILY ROOM
2114
3348
10.88
15.10
X
BEDROOM-1
19.19
41.05
9.88
34.12
X
BEDROOM-2
15.12
11.96
1.54
101
X
BEDROOM -3
141G
Il.9L
1.08
10.1
X
BEDROOM-4
14.24
2 .22
8J2
_ 12.36
X
USE OF -THESE PLANS
NA THOUi WRITTEN
�PER MI SSION FROM
DRAWN BY /
CHECKED BY
REVISED 2/14/11 ON
DRAWNG DATE.
!/ REVISIONS I
ARCH FIRST FLOOR
GIESECKE, BILL
SCALE _
HUNTINOTON HOMES. INC
j15 PROHIBITED_. _
I:L 1
2 / 2 / II
.. ... ..... __. .... .. i
:3,,�"
Drawing' No.
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II II O �
ILVj`�I JI
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FULL HEIGHT SHEATHING REQ 3 % 0
34% OF 34'-1" - II'-9 I/8'. in
24'-0 1/2' AVAILABLE
PIRIEILDAINABY PLANS
NOT FOR CONSTRUCTTON
REVISED 2/28/II KL
REVISED 2/14/II ON
IUSE OF THESE PLANS FROM ;DRAWN BY / jORAWING DATE
WITHOUT WRITTEN .CHECKED BY I/ REVISIONS
PERMISSION '
SHUN TIN GTON HOMES, INC
IS PROHIBITED. KL j 2/2/11
IN
FULL HEIGHT 5HEATHING REQ - 13%
13% OF 60' = l'-9 5/8"
18'-6 1/2" AVAILABLE
HEIGHT SHEATHING REQ = 34%O
OF 34-7 = II'-9 1/8"
25'-5" AVAILABLE E'�^e'
V
PFS Corporation
Northeast Region
APPROVED
H Raup - 3
3/251 1
FULL HEIGHT SHEATHING REQ = 13%
APP-1 limded to
13% OF GO' = 1-9 5/8"
Factory 6uilePmtion
20-3 1/2" AVAILABLE
ARCH SECOND FLOOR C7IESECKE, BILL SCALE
3/I6
OUTLET REAR DORMER
OUTLET FRONT DORMEI
8'-10" CEILNG MAIN HOUSE
7'-2 1/4" HEADERS
TO POLE LAMP
IPRE LMNAR Y PLANS
NOT FOR CONSTRUCTION
REVISED 2/28/I1 kL
REVISED 2/14/II DN
!USE OF THESE PLANS -. .... :DRAWN BY / _._.. __.' .DRAWING DATE
WITHOUT WRITTEN ( -
.CMAWN D BY /REVISIONS -
;PERMISSION FROM - F INUNTINGTON HOMES. INC ELEC IR5T FLOOR
IIS PROHIBITED. I KL 1 2/2/II
LIM
CATS CONNECT TO CATS JACK IN FAMILY DEN l 1
RGL CABLE TO SERVICE PANEL LOCATION
i
W � I
f -
Oz - F
T-8" CEILING WING
C-9 1/4" HEADERS
GIESECKE, BILL /1C
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Drawing No.
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OUTLET
5WITCHI
CLr
PRE LM04AR Y PLANS
NOT FOR REVISED 2/2B/II KL
REVISED 2/I4/II DN
'.USE OF THESE PLANS- I DRAWN BY / ,DRAWING DATE
WITHOUT WRITTEN I i.CHECKED BY '/ REVISIONS
PERMIS90N FROM
!HUNTINGTON HOMES. INC I KL I 2�2 ���
IS PROHIBITED. j
ELEC SECOND FLOOR
PR�7JECT
# 9931
APPROVED
H Raup - 3
3/25111
Approval limited to
Factory Built Portion
I
Drawing No.
DIES E C KE 6ILL SCALE �
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NOT FOR CONSTRUCTION
REVISED 2/28 /II KL
REVISED 2/I6/II ON
IF OF THESE PLANS DRAWN BY / DRAWING DATE
THOUT WRITTEN CHECKED BY REVISIONS
RMISSION FROM _
NTINGTON HOMES, INC kL 2�2 �11
PROHIBITED.
FOUNDATION PLAN
16'—O"
f
CV
'-1"
GIESECKE, BILL 3/ 6CALE
W
HE
m
Drawing No.
on n TC/"F
--_____ _ ____
4--2 13/32"
1 i
I PROPER VENT FOR
I + AIR FLOW -
�-R-38 FIBERGLASS BATT
1 I
I I
I i
1 I
12 2XI2 AT 24' O.C.
I
I 1
12 F + I
1 I
I I
1 I
1 1
R BARRIER
I
i
i
.---R-21 RIGID ITYP)
HANDRAIL PER n
CODE M
SITE INSTALLED
r
9'
R-21 INSULATION SUPPLIED AND INSTALLED BY OWNER
I
I CONTINUOUS RIDGE VENT
3P-O'
II'-3 15/IL'
al - v2 5PF AT 24' O.C. SPANS 12'-
CEILING ATTACHED L/240 30 LB C
12 /
_ I-- RAISED ENERGY TRUSS
IKO LT SHINGLES
SYNTHETIC UNDERLAYMENT
5/8' PLYWOOD SHEATHING
ICE AND WATER SHIELD
SOFFIT
2XL Itl - a2 SPF
1
• 1
.t
1'
+_l.
I I
1 I
1 I
I I
1 1
I 10 1/2'
1 1
1 I
I 1
I 1
I I
3/4' TIG DECK SHEATHING I I
1 1
2X12 FLOOR JOIST AT IL' O.C.
2X8 CEILING J015T AT 24- O.C.
5/8' GYPSUM DRYWALL
3/8- COX PLYWOOD SHEATHING
2X4 STUDS AT IV O.C.
1/2' GYPSUM DRYWALL
2X12 FLOOR J015T AT IL' O.C.
ALL FOUNDATION WORK TO
BE SUPPLIED AND INSTALLED
BY OWNER
SEE SITE CONNECTION DETAILS FOR INTERFACE BETWEEN MODULES AND FOUNDATION
SEE MASS CHECK LIST SECTION 2.2 - ANCHORAGE TO FOUNDATION
IDRAWN BY / DRAWING DATE
jUSE OF THESE PLANS i / REVISIONS
CHECKED BY
I WITHOUT WRITTEN
i PERMISSION FROM
HUNTINGTON HOMES. INC KL 2/10/11
IS PROHIBITED.
PRIE]LMNARY PLANS
NOT FOR CONSTRUCTION
i
BUILDING SECTION �I GIESECKE, BILL
SCALE
1/4" = 1'-0„
PFS Corporation
Northeast Region
APPROVED
N Raup - 3
31751,11
Approval limited to
Factory Built Po18on
N Co
1)
1')
I
n
a
Ld
U
0
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Drawing No.
CD
I
PROJECT
SEE SEC-1 FOR GENERAL NOTES
USE OF THESE PLANS
DRAWN BY I
CHECKED BY
WITHOUT WRITTEN
:PERMISSION FROM
1
HUNTINGTON HOMES, INC
KL
IS PROHIBITED.
O.C.
ip
MI WelII C'IN ISl�['Z�
BUILDING SECTION
SCALE
GIESECKE, BILL 1/4.,
PFS Corporation
Northeast Region
APPROVED
N Raup - 3
V2Si11
Approval limited to
recwry RuMt ponim,
SOFFITS TO BE SHIPPED
LOOSE AND SITE INSTALLED
BY OWNER
Drawing Now
I I
I
o
a-- MATING WALL
THE CARRIAGE BOLTS TO BE
SUPPLIED AND INSTALLED BY
HUNTINGTCN HOMES. INC.
ALL OTHER FASTENING MATERIALS
TO BE SUPPLIED AND INSTALLED
BY OWNER'S G.C.
PLYWOOD SUB FLOOR
(1) 1/2" 0 X 9" CARRIAGE BOLT
FLOOR JOIST (SPACING DETERMINED BY LOADING)
AT 4'-0" O.C.
-
e
°
a ---JOIST HANGERS
3/8' 0 LAG BOLT THRU STEEL PLATE
FIRE STOP AND STEEL PLATE TO BE
EQUAL TO OR LARGER THAN TOTAL
-72) 120 COMMON SPIKES TOE NAILED THRU
GIRDER COMP051TE AT COLUMN
SITE INSTALLED FIRE STOP INTO GIRDER
LOCATIONS
AT 10" O.C.
RECOMMENDED MINIMUM PLATE SIZE
TO BE 1/2" X El' X 8" W/ COLLAR
ACTUAL SIZE DETERMINED BY LOCAL
ENGINEER FOR LOADING CONDITIONS
COLUMN ENGINEERED BY OWNERS
ON SITE
ON SITE ENGINEER
-
MINIMUM RECOMMENDED SIZE - 3 1/2" CONCRETE FILLED
TYPICAL GIRDER CONNECTION AT BASEMENT/CRAWL SPACE
THESE ARE SITE CONNECTION DETAILS AND ARE INTENDED
FOR THAT PURPOSE ONLY. THEREFORE FRAMING MATERIAL
SIZING AND SPACING HAS NOT BEEN CALLED OUT.
REFER TO THE BUILDING SECTION FOR MORE SPECIFIC
INFORMATION ON THE STRUCTURE.
SCALE: 3/4" = 1'-0"
PLYWOOD SUB FLOOR
FLOOR JOIST (SPACING DETERMINED BY LOADING)
PRESSURE TREATED SILL PLATE
v.
ANCHOR BOLTS INSTALLED PER CODE
d
ALL WORK AT THE FOUNDATION
INCLUDING SILL PLATES SUPPLIED
AND INSTALLED BY OWNER
INSULATION WITHIN MODULE DECK
AND/OR AT FOUNDATION TO BE SUPPLIED AND INSTALLED BY OWNER pA
EXTERIOR WALL
fU IGD COMMON SPIKE a G" O.C.
TOE NAILED
o-- f4) 80 GALVANIZED NAILS
a 14' O.C.
-~ HURRICANE STRAPS
SUPPLIED AND INSTALLED
BY OWNER AS REQUIRED
I/2" COX PLYWOOD
FACTORY INSTALLED SIDING BASED ON
A SINGLE SILL
PLATE. NOTIFY HHI IF
D,FFERENT.
TYPICAL MODULE TO SILL PLATE CONNECTION
THESE ARE SITE CONNECTION DETAILS AND ARE INTENDED SCALE: 3/4" = I'-O"
FOR THAT PURPOSE ONLY. THEREFORE FRAMING MATERIAL
SIZING AND SPACING HAS NOT BEEN CALLED OUT.
REFER TO THE BUILDING SECTION FOR MORE SPECIFIC -
INFORMATION ON THE STRUCTURE.
SITE CONNECTION DETAILS
PPS CoYpomiloe I
Northeast Region
APPROVED
N RaUP - 3
Y.:t:il I
-------------
ApprwN?InMalro I
taeY euOt I
I
EXTERIOR WALL
(1) IGD COMMON SPIKE a L' O.C.
TOE NAILED
(4) 8D GALVANIZED NAILS
�y IG' O.C.
~ HURRICANE STRAPS
SUPPLIED AND INSTALLED
BY OWNER AS REQUIRED
1/2" COX PLYWOOD
TYPICAL MODULE TO MODULE CONNECTION - EXTERIOR
THESE ARE SITE CONNECTION DETAILS AND ARE INTENDED SCALE: 3/4" = I'-O"
FOR THAT PURPOSE ONLY..THEREFORE FRAMING MATERIAL
SIZING AND SPACING HAS NOT BEEN CALLED OUT.
REFER TO THE BUILDING SECTION FOR MORE SPECIFIC
INFORMATION ON THE STRUCTURE.
I'.
9
TYPICAL MODULE TO MODULE CONNECTION INTERIOR
THESE ARE SITE CONNECTION DETAILS AND ARE INTENDED SCALE: 3/4" = I'-O"
FOR THAT PURPOSE ONLY. THEREFORE FRAMING MATERIAL
SIZING AND SPACING HAS NOT BEEN CALLED OUT.
REFER TO THE BUILDING SECTION FOR MORE SPECIFIC
INFORMATION ON THE STRUCTURE.
SITE CONNECTION DETAILS
PFS Corporation
Northeast Region
APPROVED
N Raup - 3
3!15itt
Approval limited to
factory 8ult Portion
-------------
5
\NING
TYPICAL LOWER KNEEWALL FASTENING
THESE ARE SITE CONNECTION DETAILS AND ARE INTENDED SCALE: 3/4"
FOR THAT PURPOSE ONLY, THEREFORE FRAMING MATERIAL
SIZING AND SPACING HAS NOT BEEN CALLED OUT.
REFER TO THE BUILDING SECTION FOR MORE SPECIFIC
INFORMATION ON THE STRUCTURE.
NARROW SEAT BELT MATERIAL
AS A SAFETY TO ALLOW HINGING
OF SOFFIT FOR TRANSIT
X
SD COMMON AT EACH RAFTER
SOFFIT SIZE AND SHAPE
MAY VARY
BD COMMON AT EACH RAFTER
2RICANE STRAPS
TALLED EACH RAFTER
ALL
TYPICAL FLIP SOFFIT CONNECTION
THESE ARE SITE CONNECTION DETAILS AND ARE INTENDED SCALE: 3/4"
FOR THAT PURPOSE ONLY. THEREFORE FRAMING MATERIAL
SIZING AND SPACING HAS NOT BEEN CALLED OUT.
REFER TO THE BUILDING SECTION FOR MORE SPECIFIC
INFORMATION ON THE STRUCTURE.
1
PFS Corporation
Northeast Region
APPROVED
N Raup - 3
3125:11
Approval ilmned to
Factory guih PoAicn
�l
117
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TOP OF FND
EL. = 111.50
..a
FINISHED GRADE
(28) 4" SOLID
SC• 40PC H
5=0.04f
EL. = 108.82
INV. OUT
LEL.=07.60
.a. 4'-7
1 10' MIN. TO BUILDING
LEG EN D
D-BOX RISER COVER IS TO BE WITHIN 6" OF SURFACE
PROVIDE A TEE MINIMUM ELEVATION OVER D-BOX = 110.24
I FIRST 2' TO BE LEVEL
30.5"
2 SDR 21 PVC L 4" SOLID PVC SCH. 40
..
FORCE MAIN 8„19 -�
7 6": S = 0.005
EL = 108.49 EL. = 108.27
EL.= 107.00 DISTRIBUTION BOX EL. = 108.32
H-20 W/ 5 OUTLETS
2" BALL VALVE NOTE: DISTRIBUTION BOX SHALL
2" COMPLY SCH. 40 CROSS WITH TO MINIMUM
CLEAN -OUT CAP REQUIREMENTS OF 310 CMR 15.232.
1 /4" WEEP HOLE IN -
DISCHARGE PIPE
FOR PUMP INFO 2" BALL CHECK VALVE
• .. .� U SEE PUMP NOTES f
oao° oao° oao° °a°o oa°o 2 aoA oaoo oa000ao e SETTING TABLE
° aa° �° aa° aaA �° aa° aa° as °a°° °a° °a° °Qp . °a° °a° °a° °a°
aaw as°° aa°° aa°° wk`°
PROPOSED H-10 1,500 GAL. PRECAST CONCRETE SEPTIC 1,000 GAL. MONOLITHIC PRECAST CONCRETE PUMP
TANK TO BE SET ON 6" OF CRUSHED STONE OR APPROVED CHAMBER H-20 SET TANK ON 6" OF CRUSHED STONE
LEVEL BASE OR APPROVED LEVEL BASE
10'-6„ 8'-6„
- - - - 69 - - - - -
EXISTING CONTOURS
EXISTING SPOT ELEVATION
TP #I
OBSERVATION HOLE LOCATION
69
PROPOSED CONTOURS
I00r2
PROPOSED SPOT ELEVATION
N
PROPOSED WATER SERVICE
EXISTING TREELINE
OHw
EXISTING OVERHEAD WIRES
SECURED WATER
TIGHT COVER TO
WITHIN 9" OF
FINISHED GRADE
MINIMUM COVER OVER
TANK EL.= 110.2
SECURED WATER
TIGHT COVER TO
GRADE \
-3"MINI
3„
3' MIN
FLOW LINE
10" 6„
T4"
i
4'-0" MODEL A1800
1 ZABEL FILTER
(5')
PVC SCH. 40
S-0.02
107.25
107.35 PRESSURE BELL W/
ROLLING DIAPHRAGM
SECURED WATER TIGHT COVER TO GRADE
MINIMUM COVER OVER
TANK EL.= 109.9
1 MYERS SRM4 PUMP
PUMP CHAMBER
SETTINGS
ELEVATION
SEE DATUM
DEPTH (FEET)
ABOVE FLOOR
ALARM ON
104.74
1.74
PUMP ON
104.40
1.40
PUMP OFF
103.50
0.50
FLOOR OF PUMP CHAMBER
103.00
0
2% SLOPE (MIN.) MUST U USE SPEOCIAL TOOL
FOR REMOVAL. -�
4" PERE PIPE
S=0.005
TOP OF FIELD EL. = 108.60 1
000 LEACHING FIELD 26'W X 55'L X 0.5'D °�
8- 6" OF 1-1 /2" OF WASHED STONE g
4 - 54' DISTRIBUTION LINES
INSPECTION PORT TO INCLUDE A 7" ROUND
STRUCTURAL POLYETHYLENE VALVE BOX +; ,1 ,';' ;II a
AND COVER W/ LID TO FINISH GRADE -D ~ { Bay
4 VENT PIPE 18 ABOVE GRADE MIN. LL---',---; 1
5 0 BARRIER TOP OF BARRIER=108.6
�_•
GEOTEXTILE FILTER FABRIC �,Q�'USIla
j0 °OO O�o0G0O �, O°� °p0 0,,u ° Q'o'�°00 0000?O
.�.
�o•o° �o.o° �o•oo•0 8 EL. I= 108.00
o 0 0�0 8 0�0 0 0�0 ° °o A G.
EL. - 107.50 J
.4u 2 Z.
t�G
h
S�r'sh Neck
v , , t ,
r' ,
REMOVE UNSUITABLE SOIL & REPLACE WITH CLEAN FILL IN ACCORDANCE WITH 310 CMR 15.255(3) %
40 MIL HDPE MEMBRANE
- - - -
IMPERMEABLE BARRIER BY
DEPTH TO GROUNDWATER
MILLER ENVIRONMENTAL
4 MINIMUM
PRODUCTS, E. BRIDGEWATER, MA
GROUNDWATER ELEV. = 103.5
BASED ON TP-201
SEPTIC SYSTEM PROFILE
NOT TO SCALE
BUOYANCY CALCULATIONS 1,000 GALLON CHAMBER H-20)
DOWNWARD FORCE:
WEIGHT OF EMPTY 1,000 GAL. TANK = 10,530 LBS.
WEIGHT OF SOIL ABOVE TANK:
50 CF OF SOIL X 110 LB/CF OF SOIL = 5,500 LBS.
DOWNWARD FORCE = 10,530 + 5,500 = 16,030 LBS.
BUOYANT FORCE: (ASSUMES TANK FULLY SUBMERGED IN WATER)
VOLUME OF DISPLACED WATER = 240.83 CF
BUOYANT FORCE = 240.83 CF X 62.4 LB/CF = 15,028 LB
16,030 LB > 15,028 LB (DOWNWARD FORCE > BUOYANT FORCE)
SOIL DATA:
DATE: 6-1-10
PERFORMED BY: EVAN K. WATSON, P.E. (PRIME ENGINEERING INC.)
WITNESSED BY: CHRISTOPHER MICHAUD, DARTMOUTH BOH
SOIL DEPTH ELEV. SOIL DEPTH ELEV.
HORIZ. TP-101 (INCHES) (FEET) HORIZ. TP-102 (INCHES) (FEET)
0 108.5 0 106.4
q SANDY LOAM 83 q SANDY LOAM
10YR 3 2 8 107.10YR 3 2 10 105.57
B SANDY LOAM B SANDY LOAM
10YR 5 6 24 106.50 10YR 5 6 40 103.07
o x_ ;, \ X X- OTTOM OF
/ X x ,,- \\ o S01L DATA: PERC 48'
rl,BOTTOM OF
/ \ ` g M \0 X N DATE: 2-16-11 PERC 62"
/ _ O O_
i yi \ \ : x x \ x PERFORMED BY: EVAN K. WATSON, P.E. (PRIME ENGINEERING INC.) C SANDY LOAM C SANDY LOAM
N N WITNESSED BY: CHRISTOPHER MICHAUD, DARTMOUTH BOH 2.5Y 6/4 2.5Y 6/4
`S:.. X R - SOIL DEPTH ELEV. SOIL DEPTH ELEV.
kh I 185� , \ M \ X X TP-201 TP-202 N/F HORIZ. (INCHES) (FEET) HORIZ (INCHES) (FEET)
oD>SSEus ARGYs, !y x 106.0 105.7
MAP 24, LOT 47 Gj �O _ 1 0 Jr.-- < \ \ �69 1g. \ LOT 2, XLOTT3 8 PARCEL A-1 � A SANDY LOAM � q SANDY LOAM
COMBINED 10YR 3 2 12, �'•' 105.00 10YR 3 2 12 o NI 104.70
Z I \ 172,454 SQ.FT. B SANDY LOAM '- B SANDY LOAM ~ �_
YD 3.959 AC..* r -
j z \ O 10YR 5 6 30 0 0 l 103.50 10YR 5 6 30 o z 103.20
LOT 2 \ \ x 0 ¢ � o
: ROP. o \ \ 40,258 SOFT. O !' C1 FINE S.L. �I C1 FINE S.L. 48
PROP. ° \ 0.924 AC.t � o N 2.5Y 7/1 w 2.5Y 7/1 � w
'/ INSPECTION I - - 4
26' X 55' RT PROP. D-BOX II \ BUILa4BLE AREA x $ i OTTOM OF 42 j 54 J
3Q 000 SOFT. x „
LEACHING FlELD D 0.689 xO\
40 MIL. LINER =;` = ;,....._ 10E \ \
108 10PROP. TRENCH \
Co
PROPOSED i DRAIN 7 _ o 0)
05
VENT T/a, 0 k105 GRATE EL=103.40
PROP. 5' 5 CONNECT TO
PROVIDE 4" REMOVES& Tp�20 CELLAR DRAIN
SCH-40 PVC RfFPLACE 2 09 X' 706 \ h X (6SLEEVE UNDER := \ -2
DRIVEWAY, 12" '.`;' ::::;;.: ; <. 105 i x
MIN. COVER 0 o�� moo, \:. �+ p 10 1 - _ ^06 ` - of
N� 0 FXlS' � IO8 P� % 0, x O
\ 04 �v
0 -PROP� . � x
; - � � �
rbPACE
��
4- ftR PROP - `
TOFOOMO--
fyNG 1 S
100% RESER�E� °p-
1j 1 4 AREA-
✓ , A,)Tp\ / P,
,\p x
013 \10 / x
\ oo-
8817' \ \ \- - 110 168.58, PROP. �I-10 Co
N 11•p7 40 1,500 GAL o
- / SEPTIC TANK x
- \ v -4 \ ,1 1 EXISTING WATER
/ SEFVICE VALVE
x /
6
EXISNG SILO
(TOT REMAIN)
THOMAS J. MATTHIEU & SUSAN PROPOSED H-20
E. NUNES, Tn. ( 1,000 GAL
MAP 24, LOT 48
PUMP CHAMBER
I
10' MIN,
TO GARAGE, 20' MIN
TO BASEMENT
X /x_---9&---
Vi
"I�
X \\x
DESIGN DATA:
----
X
�
_-1,
o
\�
DESIGN FLOW:
° --� � - x
-' - - -
EXISTING 4-BEDROOM DWELLING
t,
� \ \ �
4 BEDROOMS x 110 GPD/BEDROOM = 440 GPD
CO
\ X
\'
SEPTIC TANK:
X
x
���
� OO O
x ')
- O
- _ - -
'
- -
" 440 GPD x 2.0 = 880 GALLONS
Cr �C-1-
- x a
USE 1,500 GALLON TANK
X
\
"
SOIL ABSORPTION SYSTEM•
PROP. 4" SCH 40 X 0 PERCOLATION RATE - 24 MIN./INCH (CLASS II SOIL)
X OC'i x \ \ x x \x
PVC DAYLIGHT In � / " I O � � : � �' \
CELLAR DRAIN o �.✓ o ix \ \ ALLOWED LOADING RATE = 0.33 GPD/SF
MIN. SLOPE = 0.01 X ' X "' �- _ x � \ USE DESIGN LOADING RATE = 0.33 GPD/SF
SITE BERCHMARK: o
4" INV. =100.4 i / /: - N REBAR AND CAP SET o \ (440 GPD)
X O N ELEv.=102.73 NA1/D88 X \ x o o LEACHING AREA REQ D- 1 334 SF
/ X \ = 0.33 GPD SF)
' X o N \ X X
OP9N SPACE USE 26' X 55' CONVENTIONAL LEACHING BED
x E- - \
0 0 / - -X� PARCEL A -�j y LEACHING AREA PROVIDED:
X /k �252 86,253 SO.Ff.X Co 6
/ X o m 1.980 AC.f 26' X 55' = 1,430 S.F. > 1,334 S.F.
O M N\ N �X
x
x � \ DAILY FLOW CAPACITY:
X MO x \ X N \\ OO t\
x \ \ o X \ a 1,430 SF X 0.33 GPD/SF = 471 GPD > 440 GPD REQ'D
x \ x N \
O X
\ o 0 \
02-
I40' WIDE ACCESS I
SE ENT I
SITE GRADING AND LAYOUT
0 30 60 90
Scale 1 " = 30'
�r 7Q
C2 SANDY LOAM C2 SANDY LOAM
2.5Y 7/3 2.5Y 7/3
132 95.00 132 94.70
PERC RATE 24 MPI
MOTTLING @ 30" MOTTLING @ 30"
ESTIMATED SEASONAL HIGH ESTIMATED SEASONAL HIGH
GROUNDWATER ELEV. = 103.5 GROUNDWATER ELEV. = 103.2
SOIL DEPTH ELEV. SOIL DEPTH ELEV.
HORIZ. TP-203 (INCHES) (FEET) HORIZ. TP-204 (INCHES) (FEET)
0 109.0 0 108.0
q SANDY LOAM SANDY LOAM
10YR 3 2 12 108.00 A 10YR 3 2 12 107.00
B SANDY LOAM B SANDY LOAM
10YR 5 6 36 106.00 10YR 5 6 104.50
42
C ISANDY
2 5Y 7/3 LOALOAM C jSA11Y2Y 5 7/3 LOAM
1 1120 99.00 1 1120 98.00
PERC RATE 20 MPI
MOTTLING @ 36" MOTTLING @ 36"
ESTIMATED SEASONAL HIGH ESTIMATED SEASONAL HIGH
GROUNDWATER ELEV. = 106.0 GROUNDWATER ELEV. = 105.0
NOTE: THE A. B AND C1 LAYERS ARE TO BE REMOVED TO ELEVATION
101.2' BELOW THE SAS AND REPLACED WITH CLEAN FILL IN ACCORDANCE
WITH 310 CMR 15.255(3). UNSUITABLE SOIL TO BE REMOVED TO A
DISTANCE OF 5'-0" BEYOND THE LIMITS OF THE SOIL ABSORPTION SYSTEM.
98.50
120
L�J
120 96.4
PERC RATE 16 MPI
PERC RATE 15 MPI
MOTTLING @ 30"
MOTTLING @ 30"
ESTIMATED SEASONAL HIGH
ESTIMATED SEASONAL HIGH
GROUNDWATER ELEV. = 106.0
GROUNDWATER ELEV. = 103.9
SOIL DEPTH ELEV.
SOIL DEPTH ELEV.
HORIZ. TP-103 (INCHES) (FEET)
HORIZ. TP-104 (INCHES) (FEET)
0 108.0
0 106.4
q
SANDY LOAM
q
SANDY LOAM
10YR 3 2
8 107.33
10YR 312
18 104.90
B
SANDY LOAM
B
SANDY LOAM
10YR 5 6
24 106.00
10YR 5 6
36 103.40
C1
FINE S.L.
C1
FINE S.L.
2.5Y 6/3
2.5Y 6/3
60
72
C2
SANDY LOAM
C2
SANDY LOAM
2.5Y 6/4
2.5Y 6/4
120 98.00
120 96.40
MOTTLING @ 30"
MOTTLING @ 36"
ESTIMATED SEASONAL HIGH
ESTIMATED SEASONAL HIGH
GROUNDWATER ELEV. = 105.5
GROUNDWATER ELEV. = 103.4
FINISH GRADE:
1 1 1.3 MAX.
109.3 MIN.
(SEE PLAN VIEW,
m
4' MIN.
BASE OF BARRIER= 103.6 LOCUS
NOTES:
1. THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH AND PRIME ENGINEERING, INC., AT LEAST 48 HOURS PRIOR TO REQUIRED INSPECTIONS. THE REQUIRED
INSPECTIONS ARE AS FOLLOWS:
A. AFTER LEACH FIELD EXCAVATION PRIOR TO PLACEMENT OF SAND
B. AFTER PLACEMENT OF TANKS AND LEACHING CHAMBERS
C. PRIOR TO BACKFILL, THE CONTRACTOR IS TO PROVIDE A CURRENT SIEVE ANALYSIS SHOWING THE SAND MEETS 310 CMR 15.255(3) SPECIFICATIONS IF
REQUESTED BY THE DESIGN ENGINEER.
D. WHEN PUMPS ARE FULLY OPERATIONAL
E. DURING CONSTRUCTION OF LINER AND BACKFILLING OF LINER AND LEACHING FIELD
F. FINAL INSPECTION AFTER LOAM AND SEED HAVE BEEN PLACED
2. BENCHMARK IS A REBAR WITH CAP, AS INDICATED ON PLAN ELEVATION= 102.73 (NAVD '88).
3. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM.
4. NO FIELD MODIFICATIONS TO THE SEWAGE SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE LOCAL BOARD OF HEALTH.
5. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF THE STATE ENVIRONMENTAL CODE DATED 2006 AND
ANY APPLICABLE LOCAL RULES.
6. THE SEPTIC TANK SHALL BE MANUFACTURED BY SCITUATE PRECAST OR APPROVED EQUAL AND SHALL WITHSTAND H-10 LOADING CRITERIA. THE D-BOX AND PUMP
CHAMBER SHALL BE MANUFACTURED BY SCITUATE PRECAST OR APPROVED EQUAL AND SHALL WITHSTAND H-20 LOADING CRITERIA.
7. THE SEPTIC TANK AND PUMP CHAMBER ARE NOT DESIGNED TO WITHSTAND VEHICULAR LOADING.
8. GROUT IS TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL.
9. THE FIRST TWO FEET OF EACH LINE EXITING THE DISTRIBUTION BOX SHALL BE LEVEL.
10. THIS SYSTEM IS NOT DESIGNED TO ACCOMMODATE A GARBAGE GRINDER.
11. OTHER THAN THOSE SHOWN, THERE ARE NO KNOWN WELLS WITHIN 200' OF THE THE PROPOSED SOIL ABSORPTION SYSTEM.
12. IN ACCORDANCE WITH 310 CMR 15.221, ALL SYSTEM COMPONENT SHALL BE MARKED WITH MAGNETIC MARKING TAPE.
13. THE CONTRACTOR SHALL RESTORE (LOAM & SEED) ALL AREAS DISTURBED DURING CONSTRUCTION.
14. THE PROPERTY IS SHOWN ON THE TOWN OF DARTMOUTH ASSESSORS MAPS AS A PORTION OF LOT 49 ON MAP 24.
15. THE SUBJECT PROPERTY IS LOCATED IN ZONE X, AS SHOWN ON THE FLOOD INSURANCE RATE MAP (F.I.R.M.) OF BRISTOL COUNTY MASSACHUSETTS, MAP NUMBER
25005CO4781F, EFFECTIVE DATE JULY 7, 2009.
16. THE SUBJECT PROPERTY IS NOT LOCATED IN A ZONE II (WELL HEAD PROTECTION AREA).
17. LOCATION OF UTILITIES ARE CONSIDERED APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY THE ACTUAL LOCATION AND INVERTS OF UTILITIES IN THE FIELD PRIOR
TO THE START OF CONSTRUCTION.
18. THE CONTRACTOR IS RESPONSIBLE TINDER MASSACHUSETTS STATE LAW TO NOTIFY DIGSAFE (800.322.4844) TO LOCATE UTILITIES IN THE PROJECT AREA 72 HOURS
PRIOR TO THE START OF EXCAVATION.
19. THE PROPERTY IS SERVICED BY MUNICIPAL WATER.
20. A MINIMUM OF 12" IS TO BE MAINTAINED BETWEEN THE INVERTS ON THE TANKS AND HIGH GROUNDWATER (ELEVATION 106.5). THE ELEVATION FOR HIGH
GROUNDWATER WAS DETERMINED BY TEST PIT 101 AND 103.
21. THE PROPERTY IS NOT LOCATED IN A PRIORITY HABITAT OR ESTIMATED HABITAT AS SHOWN ON THE MASSACHUSETTS NATURAL HERITAGE ATLAS 13TH EDITION EFFECTIVE
DATE OCTOBER 1, 2008.
22. THE OUTLET TEE FILTER (ZABEL 0 A-77
PROVED EQUAL) SHALL BE INSPECTED AND CLEANED ANNUALLY.
23. IMPERVIOUS BARRIER TO BE INSTAIN ACCORDANCE WITH DEP GUIDELINES DOCUMENT DATED MARCH 1, 2002 POLICY/SOP/GUIDELINE # BRP/DWM/WPeP/G02-1.
24. IN THE EVENT THAT A WATER PURIFICATION SYSTEM IS INSTALLED, THE WATER PURIFICATION SYSTEM'S BACKWASH SHALL BE PROHIBITED FROM DISCHARGING INTO THE
SEPTIC SYSTEM AND SHALL DISCHARGE TO A DRYWELL OR TO THE GROUND IN ACCORDANCE WITH 310 CMR 15.004 (8). THE BACKWASH IS NOT TO BE DISCHARGED
INTO OR IN THE DIRECTION OF THE'SEPTIC SYSTEM.
25. THE CONTRACTOR SHALL DECOMMISSION THE EXISTING WELL -�'
26. IN ACCORDANCE WITH 310 CMR 15.004 (7), NO PERSON SHALL DISCHARGE OR ALLOW THE DISCHARGE OF STABILIZED RECREATIONAL VEHICLE, MOTORCOACH, OR BUS
WASTES, INTO ANY COMPONENT OF THE SEPTIC SYSTEM.
27. LAYOUT OF THE DRIVEWAY PROVIDED BY CLIENT. A 3-POINT TURN MAY BE REQUIRED TO ENTER OR EXIT THE GARAGE. FUTURE MODIFICATIONS TO THE DRIVEWAY IN
THE VICINITY OF THE SEPTIC SYSTEM SHALL NOT INTERFERE WITH THE MINIMUM GRADING ABOVE THE LEACHING FIELD.
28. WATER SERVICE TO BE 10' MIN. FROM ALL SEPTIC LINES AND COMPONENTS.
PUMP NOTES.-
1. AN AUDIBLE AND VISUAL ALARM SHALL BE PROVIDED. PUMP TO BE ON SEPARATE CIRCUIT FROM ALARM.
2. PUMP AND APPURTENANCES TO BE INSTALLED AND LOCATED ACCORDING TO MANUFACTURES INSTRUCTIONS AND LOCAL BUILDING AND WIRING CODES.
J. PUMP SHALL CONSIST OF A MYERS MODEL SRM4 SUBMERSIBLE PUMP (OR APPROVED EQUAL). PUMP SHALL BE RATED AT 4110 HP AND SHALL HAVE A 2"
DISCHARGE. THE PUMP SHALL OPERATE FROM A 115 VOLT, 11.5 AMP, SINGLE PHASE, 60 HERTZ POWER SUPPLY.
4. CONTRACTOR TO ENSURE LIQUID IN DISCHARGE PIPE FLOWS BACK TO PUMP CHAMBER AFTER PUMP CYCLE. A 1/4" WEEP HOLE IS TO BE INSTALLED IN DISCHARGE
PIPE ABOVE THE 2" BALL CHECK VALVE.
5. PUMP CONTROL PANEL SHALL CONSIST OF MYERS CE SIMPLEX SERIES ELECTRICAL CONTROL PANEL (OR APPROVED EQUAL). PUMP CONTROL PANEL TO BE LOCATED
INSIDE PROPOSED DWELLING AND IN CLEAR VIEW.
6. A JUNCTION BOX IS TO BE LOCATED OUTSIDE OF PUMP CHAMBER AND INSPECTED BY ELECTRICAL INSPECTOR
CONSTRUCTION OF THIS SEPTIC SYSTEM
MUST BE COMPLETI.SS.UED IF, O :P„ERMIT
YEARS OF THE DATE OF Afff 0*l STAMPS
APPROVED BY TOWN OF DARTMOUTH THIS SYSTE
BOARD OF HEALTH M IS NOT DESIc-
..w
FOR GARBAGE GRIND �+ER''*.
r r ' A
Eu DATE: Li // WHIRLPOOL OR OTHER
HIGH WATER USE DEVICES
7 ROUND STRUCTURAL
4INCH CLEANOUT. POLYETHYLENE i`. AGENT:
-
MUST USE SPECIAL TOOL VALVE BOX AND COVER
FOR REMOVAL. W/ LID BOARD OF HEALTH STAMPS
ro THE APPRO'U
s 4 ENGINEERS AS -BUILT PLAN & DOES NOT AL BY THIS OFFICE'
CERTIFICATION STATEMENT REQUIRED EFFECTIVENESS GUARANTEE THE
` OFANY INSTALLATI
DARTMOUTH BOARD OF
°: -. k:..' BOARD OF HEALTH HEALTH
INSPECTION REQUIRED
> P.E.-STAME_ HEN KCAVATE SUBSURFACE SEWAGE
°: 00
Lud EVAN
j� kOF� GE DISPOSAL SYSTEM
0 0' K. OWNER: BARBARA PURDY
v V ATSON -+
CIVIL ASSESSORS MAP & LOT: PORTION OF MAP 24, LOT 49
300 _0 O 1 Nam.47130
O o 00 ° .Q� p �tr� STREET LOCATION: OFF OF BAKERVILLE RD, OSRD LOT 2
L ENGINEERING FIRM:
4" DIA. PERFORATED PVC
PIPE CONFORMING TO ----�-
ASTM D 2729-12 P.LS. STAMP PRIME ENGINEERING
INC
ESHWT CIVIL ENGINEERING • LAND SURVEYING . ENVIRONMENTAL ASSESSMENT
P.O. BOX 1088 350 BEDFORD STREET - LAKEVILLE. MASSACHUSETTS 02347
TEL• (508) 947-0050 FAX: (508) 947-2004
DATE: MARCH 9, 2011 REVISED:
CROSS SECTION AT START OF LEACH FIELD SHEET: 1 OF 1
NOT TO SCALE CONTACT PERSON: EVAN WATSON. P.E., PRIME ENGINEERING, INC.
ADDRESS: P.O. [SOX 1088, LAKEVILLE, MA
TELEPHONE: (508) 947-0050