HomeMy WebLinkAbout0099 STONE HORSE ROAD - Health � - — cg
TOWN OF BARNSTABLE
LOCATION ! ' _� -��r,eAoreS ,C SEWAGE# Ab 9-\ , r
VILLAGE ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO:14Z r Co d y
SEPTIC TANK CAPACITY 1_-5-eo
LEACHING FACILITY:(type) - SL `S (size) ;5 X •8'
NO.OF BEDROOMS
f
OWNER . ,
PERMIT DATE: V 5- a COMPLIANCE DATE:
R4_1
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY
1
rCA.
33-6
3 3a-®
.No. `�U�� //V(.t � 1{'^,'' ��.D12 ` 21 ` 47-3 FE
co _MONW LT1 OF �������HI USETTS
Board of Ilealth, 3c MS+a'1`-Z ,MA_
4 APPLICATION .FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct(pA,Repair( ) Upgrade( ) .Abandon( Complete System O Individual Components.
06 �C✓) -
Location Owner's Name � S�e_VA
99 Sri berme Czc� s _ R�c c>`r-� AA
Map/Parcel# Address 2'4f°
Lot#: Telephone# (77 SZ l—
Installe r's Name fz- �A Cc S-Vc, c� ia i Designer's Name
V
Address (t 9 Co �,�G�rN►oJ �w e�ML�s Address `-L W[�Lt C1s5 `�� �e�t`� �G .
Telephone# d g_57 tl0 7qO77Ma O Sg a(.1 Telephone# oz VA
Type of Building i �,�Cc� Lot Size. �,3 2 sq.ft,
Dwelling-No.of Bedrooms 3 Garbage grinder
Other-Type of Building NA No.of persons Showers ( ),Cafeteria:( ):
Other Fixtures N
Design Flow (min,required) '_3_ gpd Calculated design flow ® Design flow prouided 3 7 g gpd
i
Plan: Date 3I wl 17 1 Number of sheets �' Revision Date
el 9
Description of Soil(s) 4
Soil Evaluator Form No. &-As4" Name of.Soil Evaluator MC0 ate of Evaluation �i Z
Tel-Z 1—,S'Z
DESCRIPTION OFREPAIRS OR ALTERATIONS ��`� ISCc �.1 �e� -1-i;c T� e.0 vk,. 'QB R C�+..c�I
The unde e_ afire_ v escri vidual Sew e,Disposal System in.accordance with the provisions:of TITLE 5 and:
fur agrees to pera ion icate of Compli� A has
been.issued by the.Board:of Health.:
" ^ /
Si Cried, Date—� f
Inspections
-71
u. ;`yo. r . ` y r)�.�C. ^!e : u FEE �s'} o
$orc�d o"fHealth, 1 'Rr+ti.5A1 -� AIA.
a
- �
APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERM,IT
Application for 1 Permit to Cn:,istruct(-t).RepaO O ir Upgrade( ) .Abandon MR Complete System 0 Individual Components ,
'Location 9% 5"hE Vke CS-.c C�zC.A (�c'.� . ... Owner's Name \C\Atn^t-� ��C'Gl � � A �
Map/Parcel# t ,i?3 Address 2A(o 14�+- kcwtc` Ste. M y 1
Lot##4 Telephone# (77.4)5Z I- S4 r. GJ1
Installer's Name t� Co
Designer's Name k r L CMh+�C C'y i
Address 1 Gr , �`ca1 e►1 of i 1 Wy , -Address t Vet,CrtAs `Elat 1z-�N F-QC E ��
Telephone# S" '.ts - 4 O a74 ) , (AA CZ53L Telephone# tJ(3 4:-/-7- 3;-3f
Type ofBuildmg S C, R,c" `Cn Lot Size 3s �e2 'sq ft.
Dwelling-No.,of Bedrooms ldv Garbage grinder(
Other-Type of Brz l<liug Nq.of persons Showers( ),Cafeteria.( ):
Other Fixtures 1^"1 A
Design Flow (min.required) `-�7-3;�G gpd Calculated design flow C) Design flow provided !1 gpd
Plan: Date 3I 151117 t Number of sheets 2 Revision Date
S 1 F J c tf @ f �-
�' . Title Pc�> �1 .� S M��1 -C � , el� i� al . C' Q S
Description of Soil(s)-W t-,4 4 .S � 64_I p vJ 3
Soil Evaluator Form No. �✓�s Ju Name of Soil Evaluator /R\1k,' MQC 1t!-date of Evaluation f f
DESCRIPTION OFREPAIRS ORALTERATIONS
S/} S �� 2--S'U� c�G �. .0 t(„w, (�,� _%w r u 0 Mfll
The undersigned agrees(dinsta7l`the-above described-Individual Sewage:Disposal System in accordance with the.provisions.of TITLE 5 and
further agrees to not,to3piace>the=systet,'m operahoh until=a ertYficate of Compliatace has been issued by the Board of Health.
'" 1.Signed �i0 � eT At )Date
U
nsp�ec ons
4 -
i
No. FEE
COMMONWEAJ.114 OF MASSACHUSETTS
- r
Board of Health, . 1J� MA.
.CERTIFICATE OF COMPLIANC
Description of Work: ❑Individual Component(s), 0 Complete System t
The undersigned her by2ertify that the Sewage Disposal System; Constructed ( ),.Repaired ( ),_U;pgraded ( ),Abandoned ( )
�� -,T
by �,c.� Fa"�P`r 7 / w ,,7 /_,�.��.. �
at. 9 �fiaK�_/ � rse /2tl l_'iS k v, 1 Ce
has been installed in accordance with the:provisions of 31.0,CMR.15.00 (Title 5) and the approved design plans/as-built plans relating.to
application No'""'': f 0-1-M , dated U -1- T1 LrApproved Design Flow °77--5 (gpd)
Installer f I ,Min or*.',_lrt...1 �`�...�.7if c-
Designer: Inspector: A.- Date: /f�. x,
... .f r 1
The issuance of this permit,shall not be construed as a.guarantee that the system will function,as designed,
- :�' -.?-L.:.;,...- :sr ,"k. �.us_;, fir'.:.. 3ys„_i..�yc:•d• i,
FEE- ( A')
r
�..0!1[MO WEALT- Off' MASSACHUSETTS,
J Board of Flealtl, 1. c,'• - C ,MA.
I _
DISPOSAL. SYSTEM CONSTRUCTION PERMIT
Permission is.hereby.granted to;.Construct(A). Repair( ) Upgrade( ) Abandon( ) an.indhidu dsewage disposal system
at ` e, 9-n mg 14,r.t-c red t ? 0-s Le as described in the.application for
Disposal'System,Construction,Permit No. dated
Provided: Construction shall,be completed(within three years of the date of this permit. All local conditions must,be met:
Form'1255 Rm5/96 AN.;Sulkin Co.Chadeaion,MA Date 1-(" Board of Health
I
To.wo of l lx__table
Richard;V Scan Interirii.Director
wcz;iKsrnars *:
. 0� tI �10Ealth"DiV18if?Ti;
Ar Thomas M Cean,Director
200 Main Street;Hyannis;MA02601 r
Office: 508-862 4644 F�tx: 508-75.0-6304
installer` &.`Desikner Certif eation Form'
Date: Z'f. Suva e t#9� --' ��#ssessfli's.-;'ViaplParcel ,
� rermz�
iDesibner; _ + ,� r n a 1a�1�5 �+ Installer: 1 .t3!15ft:1?G..- t"eta.
Address: tZ biJ Ct, tom' Address; t tf, tr ,,,, r
on f 41, t � ,,•a.as.issued a.perrnit to install a
(date) ;(installer}
septic system,at based on:a design.drawn by
(addetss) -
L, F rt Z4 rn r79 .�'t1 c -Lts dated
(desi per}
I certify. that the septic system refarenced above was:-installed siib'stai Bally,according to
the design, which may tnel' de 1pinor,approved-changes such Iateral relot,ationj of the'
distribution box andlorseptic tank Strip out Of required) was insoic 0 And, e soils
were found satisfactory,
I certify that the septic systern referenced above was.installed with major changes (,.jx,
greater than 10' lateral rel°ocatiort of ills$AS of any v r ical dldcation 'f any component
of the septicsysteizt)but trt accordance with Sthte&Lvcal Regulations. Ilan revision or.
certified as-built byrdesigi er to'ft�lto =: Strip ciut'(if req d}�-_is inspected.a id the soils'
were found satisfam .
I certify that the syste> zrefereaced.above.was constructed-in with, the wimS
e lye�' l trs;(tf applcati'Ie} �
C
er's `Vl Gmttt:
itr
(I7esigrter's Sizatnr>} (Affix Designs,, ere}
PLFKASEJtETIIRN.T® BAR IS.FABLE.PUBLIC HIZALTH DIVdSION. .CltiATI. FICATE.
OF"'COI4liI'I;I-A _. I!(}T B ,ISSUE I�TIL` 'BC)TH T IS "FORM AND.�4S.
BUILT CARD.AII"E RECEIVED,BV TH'E,BARNS'f'A.BLi ;II�UIILIC Et1I:TII UIVTSI DN.
H'&_ c You•
C:, :ti 3 iCa finer. ertifii atit�ti Farm,Key S,:14-j 1doc:
Engineers note.This cerfihcation is:limited to an as•built inspection of system cornportenis as irstalled prior to backliil.The
engineer did,not suixMie'constrttcUori oF.tfissysiem.The installer asstiinas;responsiFritity for alf male lii, roricniar ship,baWillin
to spectrle gTados Leith prrop art the Clesigneplan.
N / Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftphLation for Misposal *pstrm ConstCUrtion 3permit _
Application for a Permit to Construct( ) Repair( ) Upgrade bandon ❑Complete System ❑Individual Components
Location Address or Lot No. 15 J3 5,,4 , cs-A k1X Owner's Name,Address,and Tel.No.
Assessor'sMap/Parcel 165 83
Installer's Name,Address,and Tel.No. , Designer's Name,Address,and Tel.No.
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required; gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
15.1
s dev%iOlk1V-1
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
S Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No / Date Issued
•d .r' a e, yd.K 3 C,.,nt�'". '.' `+` 1,T`. �FN. * _ _ _ .. .. ..
V
A 7 �� F� i ;W Y�• i1{ h`C� iy
C>1 Fee-.
TF E'COMMONWEALTH OF`M SACHUSETTS Entered in computer:
PUBLIC-HEALTH DIVISION_- TOWNSOF BAR1NSTABLE,-MASSACHUSETTS Yes
anticatlon for Misp8al *Psteni Construction 3permit
Application for a Permit to Construct( ) Repair( ) Upgrade( } bandori ❑Complete System ❑Individual-Components �r
Location Address or Lot No ��j$ 5t"4 , 0 z cr++tle Owner's Name,Address,and Tel.No.''�,ts
t'
A_ssessor'sMap/Parcel 165 e3 ' 13}�f, K47q c
- Installer's.Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. r
-�" Type of Building-
Dwelling `No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
-Tvr Other Type of Building No.of Persons Showers( ) Cafeteria(
az Other Fixtures r
'"Design Flow(min.required) gpd Design flow provided gpd
T Paan'W Date Number of sheets Revision Date
" e ,
•� • -Title t ,
Sze of Septic Tank 1 ' Type of S.A.S. j
i 3 Description of Soil +�
+ Nature of Repairs or Alterations())nswer when applicable) 141,� Ck 1S-i w\ SC/)+1e, �s�c� , 1 cS
=w- Date last inspected:
Agreement:
e undersigned agrees to ensure the construction Ohmaintenance of the-afore describe�n-site sewage disposal system in
accordance with"the provisions of Title 5 of the Environmental Cod and not to place theysystem in operat?on until a Certificate of
Compliance has been issued by this Board of Health. J.
Signed Date 1 Y
Application Approved,by Date
Application Disapproved by Date
for the following reasons ti.
Permit No,. � Date Issued / fr
A. THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIIF, ,that the On-site Sewage Disposalsystem Constructed( ) Repaired( ) Upgraded( )
Abandoned',`(X)bypc��io�15'1"r,; �t�.
f at has been constructed.in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No.
/{}dated
W ,
Installer Designer 1
#bedrooms f}~ Approved design flow �I►/,!!1- gpd
The issuance of thisjpermit shall not be construed as a guarantee that the system will '• ct_ioJn as designed.
Date I�' Z} Inspector {;t A�/ -�t Lk
t � v
Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
MIsposal 6pstem Construction 3pernUt
Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon
,O
System located at (5 171..E A, I1t
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions. .�
Provided:Construction must berc^oympleted within three years of the date of this p rmit.
Date J cam" f Approved by """.,,y
+ _ -
�Iq._0. 3i._�. 5._�. 2._0. ¢ 1
GENERAL NOTES: FOUNDATION NOTES: D
I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND I. CONCRETE SHALL REACH A COMPRE551VE STRENGTH -
NOTIFY DESIGNER/BUILDER OF ANY DISCREPANCIES. OF(PSN IN THE FOLLOWING LOCATION S:BASE MENT l0'DIA CONC FILLED
AMBIGUITIES,OR INCON515TENCIES PRIOR TO WALLS.FOUNDATION WALLS,EXTERIOR WALLS AND UBE WITH 24"DIA.
SONOT
PROCEEDING WITH THE WORK. OTHER VERTICAL CONCRETE WORK EXPOSED TO THE f 0NOT T BASE BF-24'TYP.) ZO
WEATHER.AND GARAGE FLOORS-3.000 PSI a 20 i
2. THE ASSUMPTION HAS BEEN MADE THAT THE
ELEVATION CHANGE BETWEEN GARAGE SLAB AND THE DAYS. 1 i N 3
FIRST FLOOR 15 NO MORE THAN 29". !3)2X10 PT
2. THE GENERAL CONTRACTOR SHALL VERIFY ALL 33
DIMENSIONS. ANY DISCREPANCIES.INCONSISTENCIES de
S.STAIRWAYS: OR AMBIGUITIES SHALL BE REPORTED TO CEDARVILLE O O
A)REQUIRED STAIRWAYS SHALL NOT BE LESS THAN DESIGN PRIOR TO PROCEEDING WITH THE WORK. U €"sie
2XIO PT LEDGER
3'-O"IN CLEAR WIDTH. MAXIMUM RI5E SHALL BE u BOLTED WITH 5/S"
8-I/9". MAXIMUM RUN SHALL BE 9"WITH NOSING NOT 3. THE SILL PLATE OR FLOOR SYSTEM SHALL BE
DIA BOLTS a 16'O.C. I
TO EXCEED -I/q". MINIMUM HEADROOM SHALL BE ANCHORED TO THE FOUNDATION WITH 5/e"0 BOLTS I ---- R?g
PLACED 32'ON CENTER AND NOT MORE THAN 12 8"CONC.FOUNDA iION
B)HANDRAIL(5)SHALL BE LOCATED.IN EACH STAIR INCHES FROM CORNERS. BOLTS SHALL EXTEND A I ---- a�y
SYSTEM WITH MORE THAN THREE(3)RISERS.AT A MINIMUM OF IS INCHES INTO MASONRY OR EIGHT INCHES B WALL 13000 pd)WITH I A e3
HEIGHT OF SO'MIN. 1 38'MAX.MEASURED INTO CONCRETE. EDN.DAMP PROOFING --U- O
VERTICALLY FROM THE NOSING OF THE TREADS. _ -- - I
GUARDRAILS.39"MIN.IN HEIGHT.SHALL BE _ SCREENED PORCH '4_9 TO GRADE ON 12 B. Z
INSTALLED IN FLOOR.PORCH.AND/OR BALCONY 4. A PERIMETER SEAL SHALL BE PROVIDED UNDER 2x1 ABOVE KEYED IB"W.X 12"D. I
AREAS MORE THAN THIRTY l30)INCHES ABOVE A PRESSURE TREATED SILL. CONC.FTC.l3000
I
FLOOR OR GRADE BELOW, MAX.CLEAR OPENING 5. BULKHEAD SIZE TO BE BILCO TYPE'C'(IF REQUIRED). ---------------- -----------------------J ---- L- n
BETWEEN RAILS/BALUSTERS OR FLOOR SHALL NOT - : \
EXCEED FIVE(5)INCHES. 6, THE ASSUMPTION HAS BEEN MADE THAT THE I - _-__----_- - _------_
ELEVATION CHANGE BETWEEN GARAGE SLAB AND LINE OF DECK I F_ I m
4.WINDOW 51ZES SHOWN WITHIN ARE BASED ON 51NONTON. FIRST FLOOR SHALL NOT EXCEED 24 INCHES. THE ABOVE IT YP.) o I I I .F I W I
WINDOW SIZES 1 QUANTITIES SHALL BE VERIFIED BY - GENERAL CONTRACTOR SHALL NOTIFY 50 DESIGN
THE GENERAL CONTRACTOR PRIOR TO ORDERING. ASSOCIATES IF THIS IS INCONSISTENT WITH SITE
THE WINDOW MANUFACTURER SHALL PROVIDE THE CONDITIONS.PRIOR TO PROCEEDING WITH THE WORK. - ------------��. -J I I I J W O O
ROUGH OPENING SIZES. WINDOWS MUST MEET THE I N = - U)
POLL O WING CRITERIA: 1, FOUNDATION WALLS SHALL EXTEND AT LEAST EIGHT I I ..4n� N 7
A)GLAZING CLOSER THAN IS"TO THE FLOOR AND INCHES ABOVE THE FINISHED GRADE ADJACENT TO --- -- --- : 2 X 6 P.T.SILL WITH SILL SEAL AND 5/S"DIA. I W W 7 to v W
EXCEEDING 51X(6)SQUARE FEET IN AREA MUST BE THE FOUNDATION AT ALL POINTS.EXCEPTION:WHERE 2XI0 PT LEDGER ANCHOR BOLTS WITH 3"X 3'X I"PLATE I I = Q K
TEMPERED I - �m WASHERS.BOLTS SHALL eE INSTALLED IN I`
B)EMERGENCY EGRESS: SLEEPING ROOM$SHALL MASONRY VENEER 15 USED.FOUNDATION WALLS SHALL BOLTED WITH 5/8" a.aW ACCORDANCE WITH THE FOUNDATION NOTES I I 0 U m
FEXTEND A INISHED GRADE MINIMUM OF FOUR INCHES ABOVE THE I DIA BOLTS O 16'O.C. ONO I I _ W U)
HAVE AT LEAST ONE(1)OPERABLE WINDOW OR I 1 1 BASEMENT FLOOR I a r W
EXTERIOR DOOR TO PERMIT EMERGENCY EGRESS - I _N F
OR RESCUE. A REQUIRED WINDOW MUST BE I ryo� 4"MIN.CONC.SLAB(3000 pai) 6j I N U Q Q
OPERABLE FROM THE INSIDE WITHOUT THE USE OF -; l0 MIL VAPOR RETARDER pap I I IU O
SEPARATE TOOLS AND SHALL CONFORM TO THE
FOLLOWING: - Z
1.THE SILL HEIGHT SHALL NOT BE MORE THAN O } ryo� 12'-sI I "
FORTY-FOUR Iqq)INCHES ABOVE THE FINISH GENERAL 6'-q" uj
FLOOR. n �._s. s._q. 5'-I 3 U.I
2.THE WINDOW SHALL PROVIDE A MINIMUM NET STRUCTURAL NOTES: ' L - : 9"X VEX.250" 123 1-3/9 X 9-1/9" I (n J L7 W
I STEEL POST VL Bn IY J p CLEAR OPENING AREA OF 3.3 5QUARE FEET N r --------- -1 F , r I N
WITH A RECTANGLE HAVING MINIMUM NET I.SPECIES: I—. - - - - -,.- -, -..- - - I - W W
CLEAR OPENING DIM ENSION5 OF TWENTY(20) SPRUCE-PINE-FIR[NO.2 OR BETTER] I I 6� O
INCHES BY TWENTY-FOUR(29)INCHES IN (EXCEPT PRESSURE TREATED DECKS' I I E I � (Y ci U O
EITHER DIRECTION. IF A DOUBLE HUNG UNIT IS PRESSURE TREATED DECKS: SOUTHERN PINE[NO.2 OR ^ I P (n uj W
BETTER] n I DROP AS I L J J 12"DEEP SPREAD U )-
USED THEN SUCH DIMENSIONS APPLY TO THE I REQUIRED TO SUIT I I /� '' �--- I I O Z m
BOTTOM HALF, 2. CONVENTIONAL LUMBER DOOR I I 13)2XIC BUILT-UP _ FOOTING I I In m
5,DIMENSIONING STANDARDS USED WITHIN THE ALL FRAMING MUST 8E 2'MIN.CLEAR FROM ALL I WOOD GIRT I Q m c O
MA 5ONRY. -,I I J I W W
DOCUMENTS ARE AS FOLLOWS.UNLESS OTHERWISE I 2 X 6 I ,'I (n Z Z Y
NOTED: 3. DOUBLE FLOOR JOISTS UNDER WALLS RUNNING I I :I 3'-O"X 3'-O"X 12" STUD WALL - I A O 0 U
A)EXTERIOR DIMENSIONING AT BUILDING CORNERS 'I I CAR GARAGE I DEEP TYP. EACH SIDE I A-I Q U) W
REPRESENTS AN OUTSIDE OF STUD DIMENSION. PARALLEL TO THE FLOOR FRAMING,TYPICAL. I I q"MIN.CONCRETE SLAB ON I I r _. I I OL W S
B)EXTERIOR DIMENSIONING AT WINDOWS AND DOORS GRADE(3000 psi)WITH 6X6-W21 I '^ - 2 X 10 FAR.J05T5 I O U
REPRESS T5 A DIMENSION TO THE CENTER OF 4. NON-CONVENTIONAL LUMBERS I I - X W2.1 WELDED WIRE FABRIC 10 �U
THAT OPENING,FROM THE CENTER OF ANOTHER MI CROLAM BEAM5 ARE MANUFACTURED BY TRUSS JOIST- I MIL VAPOR RETARDER I
OPENING,OR THE OUT510E OF THE STUD. A WEYERHAEUSER BUSINESS.REFER TO O I �� -
C)INTERIOR DIMEN51ONI NO AT STUD WALLS MANUFACTURER'S SPECIFICATIONS FOR DETAILS FOR 0 I. r I LL� _ I I y1m'+ U c 8
REPRESENTS A DIMENSION TO THE MIDDLE OF THE CONNECTIONS AND FOR HOLES 1 CUTS.STRICT I I} IS-WIDE X 12"DEEP OW - I b x'�-� u'm`o
STUD. ADHERENCE TO THESE SPECIFICATIONS I$CRITICAL TO I I"PEEP EARLY CONTINUOUS CONCRETE -. _ I _ .1<, mm
DI INTERIOR DIMENSIONING AT STAIRS REPRESENTS MAINTAINING THE INTEGRITY OF THIS FRAMING LUMBER' ENTRY SAW I FOOTING WITH 2"X 4" D�m�En
J KEYWAY ITYP.) d m m w A DIMENSION TO THE FINISHED FACE OF THE STAIR. CONTRACTION
5. LOADING: - I J• JOINT'TYP.) - -- I a NI".5
MINIMUM UNIFORMLY DISTRIBUTED LIVE LOAD: N �' 12"DEEP SPREAD ^
6.STRUCTURAL HEADERS 1 BEAMS SHALL BEAR ON THE I -- FOOTING BASEMENT 9 =°�m m
FOLLOWING: BALCONIES AND DECKS-90 PSF '" WINDOW'TYP.) •� �n�ac
GARAGES(PASSENGER CARS ONLY)-50 PSF F
A)DOUBLE HEADERS SHALL BEAR ON q=9 WOOD L _ -- m
POSTS. ATTICS(ROOF SLOPE NOT STEEPER THAN 3 IN 12-NO I DROP FOUNDATION -, - -"-"- - - - '- -' -' -- - m #
B)TRIPLE HEADERS SHALL BEAR ON 44 WOOD 5TORAGE-10 PSF WALL AS NECESSARY
ATTICS(LIMITED STORAGE)-20 PSF ---------
POSTS. AT GARAGE DOOR r ---- I 2 X 10 FLR JOISTS v
C)STEEL BEAM5 SHALL BEAR ON 3-1/2"0 STEEL LIVING AREAS(EXCEPT SLEEPING ROOMS)-40 PSF I L ABv�'o.Co.C.
PIPE COLUMNS. SLEEPING ROOMS-30 PSF :.
D)LAMINATED VENEER LUMBER(LVL)PRODUCTS STAIRS-40 PSF
SPECIFIED WITHIN ARE 51ZED FOR MICROLAM BRAND. L J I N i
IT 15 THE 50LE RESPONSIBILITY OF THE GENERAL MINIMUM ROOF LIVE LOAD: ---- - - - -- --- -- ---
CONTRACTOR TO VERIFY AND COORDINATE ANY RI5E OVER 4 INCHES PER FOOT TO LE55 THAN 12 INCHES / / /�� _ :.•: - -; - - ti
5U BSTITUTION5. LAMINATED VENEER LUMBER SHALL PER FOOT --- ----------- --- - --_--- ---_---------------- y
O TO 200 SF-16 PSF y
BE HANDLED AND INSTALLED IN STRICT LIMIT OF
ACCORDANCE WITH THE MANUFACTURER'S 201 TO 600 SF-14 PSF 2X10 PT LEDGER PORCH ABOVE
SPECIFICATIONS. OVER 600 SF-12 ESE BOLTED WITH 5/B'
1.BEARING PLATES SHALL HATCH OR EXCEED THE BASIC SNOW LOADS DIA BOLTS^i6'O.C.
O
WIDTH OF ALL SEAMS THAT BEAR UPON THEM. ZONE -30 PSF COVERED PORCH ABOVE
6. CONTRACTOR TO VERIFY ALL BEAM 51ZES PRIOR TO 2 - -
S.ALL DUCTWORK AND HOT 1 COLD WATER PIPING SHALL CONCRETE
BE INSULATED AND WHERE NECESSARY A VAPOR CONSTRUCTION. A APRON j O
BARRIER FOR THE DUCTWORK TO PREVENT
CONDENSATION. I - BUILT-UP / y"
A_T 2X ODD
J p
y1- BEAM ITYP.) 10'DIA CONC FILLED R
6'X6'P.T.POST 11_ , , 50NOTUBE WITH 24-DIA.
WRAPPED WITH TRIM -9] -9' BIGFOOT BASE BF-29'TYP.)
OR FIOCRGLA55
COLUMN PER BUILDER
LI SEE LEDGER DETAILS O
AND SECTION ON
I SHEET A3 FOR SILL 14'-O' 24'-O'
L— DECKING AS CONNECTION
SHOWN ON PLANS .
I
I I
FOUNDATION PLAN w
I ` _ TOP OF FOUNDATION .R
c X 6 WOOD POST \(� SCALE:714`=1'0' U 2' 4' S' � V (f)
2XI0 P.T.a 16'O.C.
TYPICAL WALL BEYOND'SEE t 1— W a
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HOUSE / MAP NO. 25001 C0563J
T.O.F.=102.5 10 \
o t5.3' a EFFECTIVE DATE: JULY 16, 2014
\ 1.8 41 ZONE X
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SETBACKS: FRONT YARD=20'
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�� + l x 99,05 No. 35109 No. 38721
0
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LOT 57 PARCEL ID: 142-83
13,621 ts:F._ f 9965 PROPOSED SEPTIC SYSTEM SITE PLAN
71 s1 Zs Soo w 9 45 BRB FND gg STONE HORSE ROAD, OSTERVILLE, MA
I S 7510 CB DH FND
S 8220'00" W 99.70 Prepared for: Engineered Consultants, Inc. P.O. Box 483, Barnstable, MA 02630
97.28 0o CB DH FND Engineering by: Surveying by: SCALE DRAWN JOB. NO.
99,67 OWNER OF RECORD STK TCK FND PL RICHARD SHEA Engineering Works,Inc. WARNER SURVEYING 1"=20' P.T.M. 128-21
g
246 HIGHLAND STREET 12 West Crossfield Road 22 Long Road DATE
Forestdole, MA 02644 Harwich, MA 02645 CHECKED SHEET NO.
MILTON, MA 02186 (508) 477-5313 (508) 432-8309 3/31/21 P.T.M. 1 Of 2
1 ,
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL:96.50
SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE
INSTALL RISERS & COVERS OVER INLET PERIMETER OF THE S.A.S.
AND SET TO 6" OF FINISH GRADE. PROPOSED D-BOX PROPOSED S.A.S.
PROVIDE ACCESS TO GRADE OVER OUTLET COVER INSTALL WATERTIGHT RISER & PROVIDE ONE ACCESS MANHOLE TO WITHIN 3"
T.O.F.=102.5 COVER SET TO 6" OF GRADE OF FINISH GRADE FOR INSPECTION PURPOSES
F.G. EL.=101.8t F.G. EL.=100.5t F.G. EL.=100.2t F.G. EL.=100.Of
MAINTAIN 2% GRADE (MIN.) OVER S.A.S.
4"SCH40 PVC ® S=1% (MIN.) S=1% (MIN.)
Zo
go
4"SCH40 PVC 4"SCH40 PVC
6"
LL
14" a aaa�aaa GENERAL NOTES:
aaaaaaa
INV.=97.05 48" LIQUID aaa000
LEVEL ADD 4' 48' 4' 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
GAS DDFFLE INV.=96.77 PROPOSED INV.=96.60 BOARD OF HEALTH AND THE DESIGN ENGINEER.
INV.=97.50 INV.=96.80 D-BOX EFFECTIVE WIDTH = 12.8 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
INV.=96.50 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
PROPOSED SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS LOCAL RULES AND REGULATIONS.
SURROUNDED WITH STONE AS SHOWN 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
H-10 RATED TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
TOP CONC. ELEV.=97.3f 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
NOTES: BREAKOUT ELEV.=97.00 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
INV. ELEV.=96.50 aaaa ENGINEER BEFORE CONSTRUCTION CONTINUES.
1) CONTRACTOR SHALL VERIFY-ALL EXISTING PIPE eases aaa®a
INVERTS, PRIOR TO INSTALLATION. aaaa aaaaa 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM.
2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND BOTTOM ELEV.=94.50
TRUE TO GRADE ON A MECHANICALLY COMPACTED 4' 2 x 8.5'=17.0' 4' 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
4' MIN. OF NATURALLY OCCURRING THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF.
STABLE BASE OR OR SIX INCH AGGREGATE BASE, AS PERVIOUS MATERIAL EFFECTIVE LENGTH = 25.0' HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
SPECIFIED IN 310 CMR 15.221(2). 5' MIN. ABOVE GROUNDWATER LEACHING SYSTEM SECTION 7. WATER SUPPLY PROVIDED BY TOWN .WATER SERVICE.
3) INSTALL INLET & OUTLET TEES AS REQUIRED. 8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S.
4) A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE BOTT. OF TP-3&4, EL.=88:0 -
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 3/4" TO 1-1/2" DOUBLE 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
WASHED STONE AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
DIRECTED BY THE APPROVING AUTHORITIES.
3" LAYER OF 1/8" TO 1/2" 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
DOUBLE WASHED STONE THE LOCATION CONSTRUCTION.OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
SEPTIC SYSTEM PROFILE
(OR APPROVED FILTER FABRIC)
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
SOIL LOG IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
DESIGN CRITERIA REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
DATE: MARCH 8, 2021 (P#TPT-21-52) INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL.
NUMBER OF BEDROOMS: 3 SOIL EVALUATOR: PETER McENTEEPE, SE#1542 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
SOIL TEXTURAL CLASS: CLASS I WITNESS: DONALD DESMARAIS IRS HEALTH AGENT NOT CONSIDERED TO BE A PROPERTY LINE SURVEY.
DESIGN PERCOLATION RATE: <2 MIN/IN ELEV. TP-1 DEPTH ELEv. TP-2 DEPTH ELEv. TP-3 DEPTH ELEV. TP-4 DEPTH
(0.74 GPD/SF LOADING RATE) 99.6 0" 99.6 0" 99.5 0" 99.5 0"
DAILY FLOW: 330 GPD A LOAMY A LOAMY A LOAMY A LOAMY
DESIGN FLOW: 330 GPD SAND SAND SAND SAND
98.9 10YR 4/2 98 8 10YR 4/2 IOYR-4/2 10YR 4/2
GARBAGE GRINDER: NO B LOAMY 8 B LOAMY 10 98 5 B LOAMY 12 98 6 B LOAMY
LEACHING AREA REQUIRED: (330 GPD) = 594.6 SF SAND SAND SAND SAND
10YR 5/8 10YR 5/8 10YR 5/8 10YR 5/8
.74 GPD/SF 96.8 34" 96.6 36" 96.5 36" 96.6 35"
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY C C C C
PERC PERC
PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS MEN. MEN. MAD. MEN.30'/48" 30"/48' PROPOSED SEPTIC SYSTEM SITE PLAN
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES
SAND SAND SAND SAND
SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 99 STONE . HORSE ROAD, OSTERVILLE, MA
SIDEWALL AREA: 2(12.8' + 25.0') x 2 = 151.2 S.F. Prepared for: Engineered Consultants, Inc. P.O. Box. 483, Barnstable, MA 02630
BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. Engineering by: Surveying by: SCALE DRAWN JOB. NO.
TOTAL AREA:..............................................................471.2 S.F. Engineering Works,Inc. WARNER SURVEYING N.T.S. P.T.M. 128-21
12 West Crossfield Road 22 Long Road
DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF)=348.7 GPD 88.1 138" 88.1 138" 88.0 138" 88.0 138' Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET N0.
NO GROUNDWATER OBSERVED, PERC RATE <2 MIN./INCH IN "C" HORIZON (508) 477-5313 (508) 432-8309 3/31/21 P.T.M. 2 Of 2