HomeMy WebLinkAbout0076 OLD MILL ROAD - Health (2) 7F�
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No. I U Z2- V l Fee /
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
2pplitatlon for Disposal *pStpm Construction Permit
Application for a Permit to Construct(t-4 Repair( ) Upgrade Oo Abandon( ) Complete System ❑Individual Components
Location Address or Lot No."7(p O%d M i►N V24 (:5,S1-•, Owner's Name,Address,and Tel.N
�y�i-�.��$�rceila '�',� ,13c�c83
Assessor'sMap/Parcel I A}, 12acmkshk MA dZ0,16 Sti1-3$99
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
T�.n dy -1�a►rY�o�S 966 , Fa(M, i.,w� de r �1c�,�� ��' . t ne.�'91
- a -Qi7 1Z � 5 :�e NIA ®ZCy
Type of Building:
Dwelling No.of Bedrooms Lot Size 27, 12 3 sq.ft. Garbage Grinder( )
Other Type of Building Qesl No.of Persons Showers( ) Cafeteria( )
Other Fixtures O A
Design Flow(min.required) 446 gpd Design flow provided gpd
Plan Date )z Z Number of sheets Revision Date
�r
Title 1t`O�SaA q® +f9 M SCAoU�4y► .`& 61Gt K - �(�. ppt
Size of Septic Tank 137m yet Type of S.A.S. 3�y�
Description of Soil •::M-I z1*3 Q,-�, �„'► �� �. �� l yea �w 6�
' r
Nature of Repairs or Alterations(Answer when applicable) 'FE-c ZR_
aol _WiAA 1q11A 11QQ)C@L le raw rkV4L:. ;AA ttA,� -Tikl� s���e 0s�_..
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.
Si Date
Application Approved by Date 2
Application Disapproved by Date
for the following reasons
Permit No. Z�' Z 0 Date Issued 2 z
----------------------------------------------------------------------------------------------------------------------------- - -
< _ No. II Z f Fee
V THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: s ..�' m
Yes a)
PUBLIC HEALTH DIVISION - TOWN OF;BARNSTABLE, MASSACHUSETTS
9ppliratlon for Mie-posal 6pstem Construction Permit
Application for a Permit to Construct( Repair( ) Upgrade( Abandon( ) =Complete System ❑Individual Components
Location Address or Lot No.7(0 0%cc �`�{�•1r 1`'�A. aslr% Owner's Name,Address,and Tel No.
C_y ri �� t1a r C4 .3<�c 83 �
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
tz , I d►yMa t rro is �i�k �. =�.1��1�a..•� <r' t�'tC5M+g-f �'E IZAL,iVc1rr-=ay
1AA C3 S GSZ7--cZq-QVI t �+tJ� s ielcti t l c.i ca1� MA �1Z� 1 '
Type of Building: 5C� -^y 77 - S-31-,7.
Dwelling No.of Bedrooms Lot Size 27,iZ 3 sq.ft. Garbage Grinder( )
Other Type of Building pey"dt.c v4 "'cd No.of Persons Showers( ) Cafeteria( )
Other Fixtures N A
Design Flow(min.required) 440 gpd Design flow provided 454- gpd
Plan Date 2, 192—)2� Number of sheets Revision Date
Q
Title {ro'soS-4ck Es r 4,.'`4 k-- " QPgi't okA 4 QH ."7t'n 6 iA Wit fA, askr\(Ae,
a Size of Septic Tank 15dC c,c,k Type of S.A.S: ?
�(� 1 (I ill aw,hszr C. S.kj rmo t &tV(I�
Description of Soil --roa_! -14n.-o -00-4 C3—?, WI tv_ r s d t ,,k� iz,
I'_i t�i�/I :S4v CJ
Nature of Repairs or Alterations(Answer when applicable) jZ-caZv_
AA 1g11Qk 1110cIC", {W-W A IV4'pl���t�
Date last inspected: +
--1 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. r i
_ Signed, !► / d�eur. ci�.,�.�r-�-�- Date 2l lola
a Application Approved by f _n � Date
Application Disapproved by Date
for the following reasons
{ C ,
ti
Permit No. `~'l' V (! Date Issued =� t✓%� 2
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certifirate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(,K) Repaired( ) Upgraded(9�)
Abandoned( )byau
at ""7 has been constructed in accco�dance
with the provisions of Title 5 and the for Disposal System Construction Permit No. 1�, a 0`dated
Installer VLRVI tk s! k0,r✓n"s Designer��kKr Ali \RA vyt-t 6 �tA L c�
#bedrooms 4' Approved design flow /) Ar A d gpd
The issuance of this permit shall inot be construed as a guarantee that the system will�ncfion/asrldesigned° (�
Date 31111 Inspector
1 V
-- -- -:
0 t r Fee
�.� 4 THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
1�..
Bisposal 6pstem Construrtion Permit
Permission is hereby granted to Construct( �) Repair( ) c Upgrade(Y ) Abandon( )
System located at `7(�, ^tcf i�•�� 12� C r° ('�liir
• r
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 be co Jmpleted within three years of.the date of this permit. f
Date ���t�/ .s Approved by ` 1
t�L� c�O6
t_ TOWN OF BARNSTABLE
LOCATION #( 0(_� 1M 1\\ �� SEWAGE 4
VILLAGE �j�'�Q'�7e,�\<_. ASSESSOR'S MAP&PARCEL � -'OS
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type). 91 >(Xj (size)
NO. OF BEDROOMS
OWNER
PERMIT DATE: v� 1l I.2Z COMPLIANCE DATE: 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 ci i (I we
300 feet eachi facility) Feet
FURNISHE BY
0X( ; 0
0-0-0
34- 891
ram•
6Dwo 0 L YAA w
PO
NO
1
2� J fie ettmhWtJ.UIzaM of Afa66 Amett6
~ Depai%bneid of 5bw Smicea Vffiwof the State Jive Alaiwfid
Y.C. `3o%x 1025,SWe 52oad, Stour,.11 (l 01775
FP-7G(rev.'1f05). -CERTIFICATE.OF--_comPLIAWCE
M.G.L. CHAPTER.148, SECTIONS 26E,26F, 26F1/2
City or Town: OSTERVILLE Date. 1113012021
This certifies that the property located at 76 OLD-MILL ROAD
has been equipped with approved-smoke detectors; and carbon monoxide alarms and was found to be in compliance
with Massachusetts General Law,Chapter 148, Sections 26E,261=,26FI12 and 527 CMR 1, 1.12.8.3&.Chapter 13 et
seq.
Inspection/Testin om feted on: 1113012021
Inspector:
Permit No 1- thjecNurn r 183:4
Signature:
Fee Paid 25.00 14ead of Fire Department: : Michael Winn
SELLER'S`COPY
-
1HE Town of Barnstable
OF 1p�
Regulatory Services
B„ tSrAB Richard V. Scali,Interim Director
9�A 1639 `0$ Public Health Division
TfO"'A�p Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644
Fax. 508-790-6304
Installer&Designer Certification Form
Date: 41 (.12Z--_ Sewage Permit# Assessor's MaplParceI /Y/ —®-5-3
Designer: Pe c' 'f`1 c IZ A V)d V 1--I _7 o i c;i
"^tee^• n� f of plc 1►'tC Installer: tA
Address: i 2 W C rL'; /�/ 2 Address: c!9 !� (✓' t,�z���j�
y
On /'ctrt.�y4r^Yl.oS
(date was issued a permit to install a
(installer)
septic system at 76 0/e0 M1 it /W (7,001 so/,'01-f based on a design drawn by
(address)✓1 /
n ter q tva:i&sT fly< dated—_ s '� /ZZ.
(designer)
_ I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Strip out (if.required) was inspected and the soils
were found satisfactory.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State &Local Regulations. Plan revision or
certified as-built by designer to follow. Strip out(if required)was inspected and the soils
were found satisfactory.
I certify that the system referenced above was constructed in with the terms
of the RA ap ro 11 lett rs if le)
PETER T. r�
(In taller's ature M CV%L
No.35109
�4o�Rft31SZE
(Designer's Signature) (Affix Designe _.. ere)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE VF'ILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE SARNSTABLE PUBLIC HEALTH DIVISION,
'THANK YOU.
Q'Se}xictilesigner Certification Form Rev 8-14-13.doe
Engineers note:This certification is limited to an as-built inspection of system components as installed prior to backfill.The
engineer did not supervise construction of the system.The installer assumes responsibility for all materials,workmanship,backfilliing
to specified grades with proper compaction and setting riserslcovers as shown on the design plan.
s
a
R
GENERAL NOTES: FOUNDATION NOTES: ,�• 31'-,4• 5•,. <. " $#
I. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND I. CONCRETE SHALL REACH A COMPRESSIVE STRENGTH O'-a• 0•-1•
No
DESIGNER/BUILDER OF ANY DISCREPANCIES. OF 3000(RED IN THE FOLLOWING
AM 51GUITIE5.OR INCONSISTENCIES PRIOR TO LOCATIONS:BASEMENT WALL5.FOUNDATION WALLS. 1'-c• -
PROCEEDING WITH THE'WORK. EXTERIOR WALLS AND OTHER VERTICAL CONCRETE z
t WORK EXPOSED TO THE WEATHER.AND GARAGE Q
2.THE ASSUMPTION HAS BEEN MADE THAT THE FLOORS-3.000 PSI°28 DAYS. 13)2X10 PT
ELEVATION CHANGE BETWEEN GARAGE SLAB AND THE ;. �IO'DIA CONC FILLED j 2
FIRST FLOOR 15 NO MORE THAN 24'. 2, THE GENERAL CONTRACTOR SHALL VERIFY ALL b I I SONOTUBE WITH 24-DIA. 1 1
DIMENSIONS. ANY DISCREPANCIES.INCONSISTENCIES BIGFOOT BASE BF-21(TYP.) K 3
3.STAIRWAYS: OR AMBIGUITIES SHALL BE REPORTED TO CEDARVILLE 2XIO PT LEDGERJ
OA)REQUIRED 57AIRLUAYS SHALL NOT BE LES5 THAN DESIGN PRIOR TO PROCEEDING WITH THE WORK. BOLTED WITH 5/8'3,-0'IN CLEAR WIDTH. MAXIMUM RISE SHALL BE OIABOLTS°IL•O.C. S
e-1/4'. MAXIMUM RUN SHALL BE 9'WITH NOSING NOT S. THE SILL PLATE OR FLOOR SYSTEM$HALL BE
TO EXCEED 1-1/4'. MINIMUM HEADROOM SHALL BE ANCHORED TO THE FOUNDATION WITH 5/e"°BOLTS ------ Nyy
PLACED 32'ON CENTER AND NOT MORE THAN 12 I I I I aR
B)HANORAIL15)SHALL BE LOCATED.IN EACH STAIR INCHES FROM CORNERS. BOLTS SHALL EXTEND A
SYSTEM WITH MORE THAN THREE 13)RISERS,AT A MINIMUM OF IS INCHES INTO MASONRY OR EIGHT INCHES 9 SCREENED PORCH � I I a g
HEIGHT OF 30'MIN.138'MAX.MEASURED INTO CONCRETE. p10 8'CONC.FOUNDATION - I 2
VERTICALLY FROM THE NOSING OF THE TREADS. I ABOVE I WALL t3000 De.)WITH
IN AiDRAILS.34'MIN.IN HEIGHT.SHALL BE 4. A PERIMETER 5EAL SHALL BE PROVIDED UNDER 2.4 FDN.DAMP PROOFING I
IN
IN FLOOR,PORCH.AND/OR BALCONY PRESSURE TREATED$ILL, TO GRADE ON CONT. I D \
AREAS MORE THAN THIRTY f301 INCHE9 ABOVE A KEYED 18'W.X 12'D. I -
FLOOR OR GRADE BELOW. MAX.CLEAR OPENING S. BULKHEAD SIZE TO BE BILCO TYPE'C'IIF REQUIRED). - I CONC.FTG.13000 pa)
BETWEEN RAILS/BALUSTERS OR FLOOR SHALL NOT I I n
EXCEED FIVE 15)MCHES, 6. THE ASSUMPTION HAS BEEN MADE THAT THE ~-�-LINE OF DECK N
ELEVATION CHANGE BETWEEN GARAGE SLAB AND I ABOVE(TYP.) -- ---- -- -- --- -- ------- --J -L- N v
4.WINDOW"SIZE FIRST FLOOR SHALL NOT EXCEED 21 INCHES. THE 5 SHOWN WITHIN ARE BASED ON SIMONTON. - _
WINDOW SIZE$1 OU ANiITIE9 SHALL BE VERIFIED BY GENERAL CONTRACTOR SHALL'NOTIFY 90 DESIGN Z1 I - -------- -----------------------THE GE ERAL CONTRACTOR ---- --- ) Q
' THE WINDOW MANUFACTURER PRIOR TPROVIDEOOERIN G. AS50CIA,"ES IF TH15 15 INCONSISTENT WITH SITE -- -- - - -"- = J ( 2)T G P.T.SILL WITH SILL SEAL AND 5/8'DIA. ` I ~ 3 =
CONDITIONS.PRIOR TO PROCEEDING WITH THE WORK. __ ____ __ _______ _ ANCHOR BOLTS WITH 3'X 3'X 'PLATE •� I� I I J_ W O 0
ROUGH OPENING SIZES. WINDOWS MUST MEET THE I ___ - ___ � ����'� �• I A A,
FOLLOW ING CRITERIA: ,. FOUNDATION WALL5 SHALL EXTEND AT LEAST EIGHT I r WASHERS.BOLTS SHALL BE INSTALLED IN . R�.('v�J\3)2 X IO O I I to =3 N ry
A)GLAZING CLOSER THAN I8'TO THE FLOOR AND INCHES ABOVE THE FINISHED GRADE ADJACENT TO I 2XI0 PT LEDGER a ACCORDANCE WITH THE FOUNDATION NOTES I I N W
EXCEEDING SIX IL)SQUARE F-eET IN AREA MUST BE THE FOUNDATION AT ALL POINTS.EXCEPTION:WHERE I BOLTED WITH 5/e' I o I r I DC
TEMPERED MASONRY VENEER 15 USED,FOUNDATION WALLS SHALL I DIA BOLTS°11'O.C. -1•DEEP-EARLY I I m Q
B)EMERGENCY EGRESS: SLEEPING ROOMS SHALL EXTEND A MINIMUM OF FOUR INCHES ABOVE THE I I I I ENTRY SAW" I O U
HAVE AT LEAST ONE ID OPERABLE WINDOW OR FINISHED GRADE. I I - .Q CONTRACTION I rcm ' I a Q OC Q j W W
EXTERIOR DOOR TO PERMIT EMERGENCY EGRE55 O o I I I u U JOINT fTYP.> i¢ti I b (� N QOR R F H'
OPERABLEEFROM THREQUIRED
RNS DENWITOHOL'TS THEEUSE OF § § I I QFO I 4�o I I, I - �[J N ,n O J
SEPARATE TOOLS AND SHALL CONFORM TO THE I ' I BASEHENT FLOOR - I
y I 4'MIN.CONC.SLAB l3000 D°J I .x..o+ I I ,x
FOLLOWING: I 10 MIL VAPOR RETARDER -I = •�
I.THE SILL HEIGHT SHALL NOT BE MORE THAN _ I 4'L U E COL. I I I 2
FORTY-FOUR(14)INCHES ABOVE THE FINISH GENERAL I STEEL SE COL. 'I ,'x 4'X.250' I o V
FLOOR, I I ON BASE PLATE I I 1 STEEL POST I W J W 2 N
2.THE WINDOW SHALL PROVIDE A MINIMUM NET STRUCTURAL NOTES: I.•. I a'_q• I1•-5• 5•_q• 5'-p�' I t2'-6}• I J J u W
CLEAR OPENING AREA OF 3.3 SQUARE FEET L------------ -------- ---- J N O
I.SPECIES:
WITH A RECTANGLE HAVING MINIMUM NET '= - - .,,, I I 12,1-3/4 X 9-1/4' W W
CLEAR OPENING OIMEN510115 OF TWENTY(20) SPRUCE-PINE-FIR IND.2 OR BETTER]FG�900D>r I •"- -::.'.. :� -.-': "' I LVL BM.. I Q 1 O O
IN
BY TWENTY-FOUR 129)INCHES IN (EXCEPT PRE55URE TREATED DECK51 N r------------ -------------1 r , r , r , r ,' I f-r W O
PRESSURE TREATED DECKS: SOUTHERN PINE(NO.2 OR I— - - - - - -I - - - - - - - - - - -I- -" -' - - - - - I Q U
EITHER DIRECTION. IF A DOUBLE HUNG UNIT 15 - I N W
USED THEN SUCH DIMENSIONS APPLY TO THE BETTER) 1 Z W Y
BOTTOM HALF. I I I ( I I i I ~ U m W
2. PROVIDE DOUBLE FLOOR JOISTS UNDER WALLS I DROP AS REQUIRED 1 L �Z/
J ' L _� — - I°.DIMENSIONING STANDARDS USED WITHIN THE RUNNING PARALLEL TO THE FLOOR FRAMING.TYPICAL. I TO SUIT DOOR I �'--12'DEEP SPREAD I I Q Q m 0 O
DOCUMENTS ARE A5 FOLLOWS,UNLESS OTHERWISE I (3)2X10 BUILT-UP FOOTING I LU y
NOTEO: 3. ENGINEERED LUMBER: ( I I I WOOD GIRT I Il I I 2=
A)EXTERIOR DIMENSIONING AT BUP DING CORNERS MICROLAM BEAM9 ARE MANUFACTURED TO i I I (_ J `— I 3 l7 U
MANUFACTURER'S SPECIFI CATIONS FOR DETAILS FOR I "'i I Al 'L N W
REPRESENTS AN OUTSIDE OF STUD DIMENSION. - I 2 CAR GARAGE I I < W x
B)EXTERIOR DIMENSIONING AT WNDOWS AND DOORS CONNECTIONS AND FOR HOLES I CUTS.STRICT I I 3'-0'X 3'-O'X 12'
ADHERENCE TO THESE SPECIFICATIONS 15 CRITICAL TO I 4'MIN.CONCRETE 51 AB ON I DEEP TYP. 2%L I I 2 I.O U
REPRESENTS A DIMENSIOk TO THE CENTER OF I GRADE 13000 Dail WITH LXL-W2.1 I N STUD WALL - I o
MAINTAINING THE INTEGRITY OF?HIS FRAMING LUMBER) I .- I -
THAT OPENING.FROM THE CENTER OF ANOTHER I ! I X W2.1 WELDED WIRE FABRIC 10 I I EACH SIDE I I
OPENING,OR THE OUTSIDE OF THE STUD. A. LOADING: I I �O p, I BV.I•O.C. I 1_��
O INTERIOR DIMENSIONING AT STUD WALLS , I MIL VAPOR RETARDER I ). 2 XAIO PLR.O.C..C. I E
REPRESENTS A DIMENSION TO THE MIDDLE OF THE iLOAD
O I '. I d+ I I �p O� 8
STUD. BALCONIES AND DECKS-40 PSF1VE - .-..-..-..- - - - - - LL
GARAGES(PASSENGER CARS ONLY)-50 PSF b I I IB'WIDE%12'DEEP I >
D)INTERIOR DIMEN510NING AT STAIRS REPRESENTS I 2 I OQ - I p FF
A DIMENSION TO THE FINISHED FACE OF THE STAIR. ATTICS fROOF SLOPE NOT STEEPER THAN 3 IN 12-NO I V I 1 CONTINUOUS CONCRETE Q y d n�3
STORAGE-10 PSF 1'DEEP'EARLY I x I _
ATTICS!LIMITED STORAGE)-20 PSF I I OI'-Q I FOOTING WITH 2'X 1' I ^6
L.STRUCTURAL HEADERS L BEAMS SHALL BEAR ON THE I pdH ENTRY SAL' I I KEYWAY)TYP.)
LIVING AREAS(EXCEPT SLEEPING ROOMS)-40 PSF I a D I CONTRACTION _
N 1
yy
FOLLOWING: N I 3N,_ JOINT(TIP.) I I C t < aE
A)DOUBLE HEADERS SHALL BEAR ON A.A WOOD SLEEPING ROOMS-30 PSF I O11' I 12'DEEP SPREAD „ BASEMENT
STAIRS-10 PSF I-On I I I FOOTING I I!
POSTS. 1 I o I I WINDOW(TYP.)
B)TRIPLE HEADERS SHALL BEAR ON 4.4 WOOD I f1 I r I '
POSTS. - MINIMUM ROOF LIVE LOAD: I - L- --- _- -_--- -
C)STEEL BEAMS SHALL BEAR ON 3-1/2'0 STEEL RISE OVER 4 INCHES PER FOOT,TO LE55 THAN 12 INCHES I I DROP FOUNDATION I - - - - - - - - - '- �.I o L
PER FOOT-30 PSF I GALL AS NECESSARY I I,.
PIPE COLUMNS. I FOUNDATION AT GARAGE DOOR- r- ------------ 1 1 2 X IO FIR.JOISTS
D)LAMINATED VENEER LUMBER fLVL)PRODUCTS I - I - I ABV.Ic'O.C. I
SPECIFIED WITHIN ARE 51ZED FOR MICROLAM BRAND. BEJLC-S"IQW�.&Qr I WALL AS NECESSARY I I I L_ J
AT GARAGE DOOR 'I
IT IS THE 5OLE RESPONSIBILITY OF THE GENERAL 30 PSF I i I I Q I B'-I�' _ 12'-I}• I y
CONTRACTOR TO VERIFY AND COORDINATE ANY I 3 9
S. CONTRACTOR TO VERIFY ALL BEAM SIZES PRIOR TO I __LDROP
________ __________ ' _
SUBSTITUTIONS. LAMINATED VENEER LUMBER SHALL CONSTRUCTION. I L O
BE HANDLED AND INSTALLED IN STRICT
ACCORDANCE WITH THE MANUFACTURER'S ---------------=----T-
------------ -------------SPECIFICATIONS. - ------ `�
LIMIT OF
,.BEARING PLATES SHALL MATCH OR EXCEED THE 4'L U X COL, �
WIDTH OF ALL BEAMS THAT BEAR UPON THEM. STEEL TUBE COL, PT LEDGER PORCH ABOVE
ON BASE PLATE I BOLTED WITH 5/e'
DIA BOLTS°11'O.G.
O
S.ALL DUCTWORK AND HOT 1 COLD WATER PIPING SHALL I_ COVERED PORCH ABOVE _
BE INSULATED AND WHERE NECESSARY A VAPOR COBBLESTONE
2
BARRIER FOR THE DUCTWOR TO PREVENT '+
CONDENSATION. AI
APRON
VX4'P,T.POST I I I BUILT-UP
WRAPPED WITH TRIM A-.l 2'WOOD
OR PIBERGLA55
BE
(TYP.) 10'DIA CONC FILLED A
—A L, SONOTUBE WITH 28'DIA.
I ' COLUMN PER 9UILDER P-1�' 1•_q• L'-,�' a'-,• I'4� BIGFOOT BASE BF-28(TYP.)
I I SEE LEDGER DETAILS 1'-a• IO'-I•
`1 AND SECTION ON G
I 1 SHEET A3 FOR SILL . d-<' O'-e'
I—�I DECKING AS CONNECTION O'-a• O'-<'
SHOWN ON PLANS
22'-0' H'-O" 24'-O•
W
I I � B' �
/X 6 WOOD POST FOUNDATION PLAN � W Q cf)
2%10 P.T.°14'O.C. TYPICAL WALL BEYOND!SEE O TOP OF FOUNDATION W
BUILT-UP P.T.2.10 WOOD BEAM TYP{CAL WALL SECTION) SCALE:114'=1'-0' 0 Y 4' S' 4 Q Q Z L
OVERHEAD DOOR CONCRETE STEM — -- '`.w Q r
WALL BEYOND U v //-�qJ Z
FINISH GRADE :ABUGL BASE CONNECTOR -WEATHERSTP,IPPING r LL-
OR APPROVED EQUAL 4'CONC,$LAB W/L X Q
L W2.1 X W2.1 WELDED COBBLESTONES SET O/1 z
4 WIRE SLOPEO N CONCRETE V
TOWARDS DOORS �Y ~ O Q
DRIVEWAY)FINAL GRADE QHj N O LL
TO BE DETERMINED IN r
THE FIELD) dm<
U00 O
> 0
"au ~W Z
10'DIA.CONIC. L ---- - • s W 2 O
FILLED TUB_ 3'-C' MIN U D 4'MIN.LATER GRAVEL
OF EL
COMPACTED GRAVEL 0
aLL
1 OR STONE SUBBASE 0� W
M; E%PA NSION JOINT
MATERIAL WITH DICKER ROD a
28'DIA.BIG-FOOT AND SEALANT AT SURFACE
IBF-28)CONC. 2-D5 NOR.BARS 5•,Typ,) l 4
AT TOP AND 2'-0'X 2'-0'44 L a
FILLED BASE BARS°24'O.C. - TOP OF FOOTING _
BOTTOH OF ZONING RC SETBI1CIfS
THICKENED SLAB ---
°1 V D.C. DOWELS AT 20 Fi FRONT
DO .C.)GARAGE a 10FTREAR
< DOOR WALL ONLY) ° LOFT SIDE SHEET:
29' IA.BASE ( '
TURNED DOWN SLAB DETAIL
PORCH FOUNDATION DETAIL z AT GARAGE DOORS O FOUNDATION WALL DETAIL A 1
At SCALE:31C-V-0- 0 1 P 3' At SCALE:314'=V-0' 0 1' 2' 3' A7 SCALE:tIT° 0 1' 2' 4'
of 10 w 11
Y
�L 0
� K �
to•-o• w w
a i
a'-!• 9'-t' 3'-t' 3'-t' IB'-O' )y_Y ]'-,i' 2'-Ili• ,'-+�• 3'-li' —" 11��
f,
Off Tn
LLJ
J' PANELS CITTPI L- F- ' Z
J W O O.
SHINGLEDLU
PRIVACY WALL PORCH b _ < `; at
Q AZEK DECKING WITH PT
_ FRAME SUPPORTED ONuj
CONC FILLED SONOTUBES 8 // \\ (n J U Q Q
OCJ� N o
o AID ABOMICROLAM(S BEAM
ABOVE(SEE Q� lZ7
FRAMING PLAN$]
J J J, t7 W
soLlo PosT
O
9 NLN L) >
3 i � w
b WAD ITYP.) ZERO yVVy55 �N U m to
,'-l' - - CLEARANCE GAS �g w
t'-,' ]'-10• Y•,• FIREPLACE ¢¢ _ � ~• O In 1i
W W
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22 PROPOSED CONTOUR Lf I Z o
- EL.=12.2 NAVD88-+ 'If , + � L!
o 21.7 PROPOSED SPOT GRADEC` fh g
I PROPOSED ELEC CATV TEL —W EXISTING WATER SERVICE �`� :; ��;�, }- t'` a Q
—W PROPOSED WATER SERVICE j
fi ,
\ O i.~ `I hj6 i a- 76 Oldle"lMA 02655 � W
EXISTING SEPTIC SYSTEM —G EXISTING GAS SERVICE Y 1 p, uQ . p W
O v I UTILITY I (PER RECORD AS-BUILT) —G PROPOSED GAS SERVICE
IO —OHS-- EXISTING OVERHEAD WIRES - 01,M,�Re i + q
4 I P I I �L 19 x CONTRACTOR SHALL PUMP, FILL Ll fL J m
IZ WITH SAND, OR REMOVE. h �1GW-- PROPOSED ELEC/CABLE/TV ra Z �>>" • ;' (' ,.�
G
TEST PIT �yLLJ
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1959
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27,123t S.F. r
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11 0 ' �(?EMO l/E � � \ 17. / / O � til � rn
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RAZE REPLACE '�� CABANA
FLOOD ZONE DESIGNATION �,� ❑ h --___ cn <o g In
NON HAZARD-ZONE X I `I Ito
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ZONING CLASSIFICATION: ONE RC I I I I N69 °`o. \ I �, r °;
SETBACKS: FRONT YARD1=20' I I 5� �2 " __~' \ / �F ' m° o
SIDE/REAR YARD=10' 8 ,N\ \ II �` �Ass�
MAXIMUM BUILDING HEIGHT = 30' \ '� G S �
TOWN OF BARNSTABLE ZONING CODE \ \\ \� \' \ �g k U E • . . . , \ / O PETER T.McENTEE J) N OCR
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ARTICLE VIII 240.91 DEVELOPED LOT a ��/'•
PROTECTION REQUIREMENTS \ \ \ / ;� No.CIVIL
VIL
35109 Owl
MAXIMUM LOT COVERERAGE: 20% 23g p \\ r,'. p�
EXISTING LOT COVERAGE=3% RICHARD R. s \ 8 Rop0 \ `'� 221 x RfGIsi � w,0
PROPOSED LOT COVERAGE=11% CHEUREUX fo F£n, \ i SSJ \ 90
FLOOR AREA RATIO: 30% (SEE BUILDING PLANS) NO. 343102 Or
m
OVERLAY DISTRICTS: RESOURCE PROTECTION Q T \ \ OWNER OF RECORD v,;
WATER RESOURCE PROTECTION: ESTUARY PROTECTION m „c
PARRELLA, CYNTHIA H
P.O. BOX 483 =_ 3; 00
PARCEL ID: 141-053 \ \ ` BARNSTABLE, MA 02630 w`W �u�
d
NOTE: TO PREVENT BREAKOUT, THE PROPOSED to
FINISH GRADE SHALL NOT BE < EL: 18.5 04
SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE Z o
PERIMETER OF THE S.A.S.
INSTALL RISERS & COVERS OVER INLET & Q :
OUTLET AND SET TO 6" OF FINISH GRADE. PROPOSED D-BOX PROPOSED S.A.S.
INSTALL WATERTIGHT RISER & PROVIDE ONE ACCESS MANHOLE TO WITHIN 3"
T.O.F.=22.5 COVER SET TO 6" OF GRADE OF FINISH GRADE FOR INSPECTION PURPOSES uj W c
F.G. EL.=21.5t
F.G. EL.=21.7t F.G. EL.-21.6t F.G. EL.=21.4f GENERAL NOTES: J m
/MAINTAIN 2% GRADE (MIN.) OVER S.A.S. 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL (' ;
BOARD OF HEALTH AND THE DESIGN ENGINEER. -
L = 20' 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS W x
S=1% (MIN.) L = 6' L = 23' OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE O
4"SCH40 PVC ® S=1% (MIN.) @ S=1% (MIN.) LOCAL RULES AND REGULATIONS. ~ m
4"SCH40 PVC 4"SCH40 PVC
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR w O o
io"I aN Na TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE I-- a
14" s aaa8aaaa DESIGN ENGINEER. W
INV.=19.00 48" LIQUID ENaENNE > Q c
LEVEL 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
ADD INV.=18.67 PROPOSED INV.=18.50 4' 4.8' 4' FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN N Q vi
INV.=19.50 GAS BAFFLE O EFFECTIVE WIDTH = 12.8' ENGINEER BEFORE CONSTRUCTION CONTINUES. O "
INV.=18.75 �� U o
75
INV.=18.00 5. ALL ELEVATIONS BASED ON NAVD88t.
PROPOSED SEPTIC TANK 3-500 GALLON LEACHING CHAMBERS 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 13- J SURROUNDED WITH STONE AS SHOWN THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF w J 0
o
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
v
H-10 RATED 7. WATER SUPPLY TO BE PROVIDED BY TOWN WATER SERVICE. Q
TOP CONC. ELEV.=18.8f 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. W Q c
NOTES: BREAKOUT ELEV.=18.50
INV. ELEV.=18.00 ease 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS N _.) c
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE SEEN AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE O O w
ENNNO EEEEN
INVERTS, PRIOR TO INSTALLATION. Eaaa EEa-N DIRECTED BY THE APPROVING AUTHORITIES. a
BOTTOM ELEV.=16.00 `O
2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND Q w
TRUE TO GRADE ON A MECHANICALLY COMPACTED 4' 3 X 8.5'=25.5' 4' 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY �
4' MINOF NATURALLY OCCURRING THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
I� m
STABLE BASE OR OR SIX INCH AGGREGATE BASE, ASPERVIOUS MATERIAL EF�ECTIVE LENGTH. 33.5
SPECIFIED IN 310 CMR 15.221(2).
3) INSTALL INLET & OUTLET TEES AS REQUIRED. CONSTRUCTION. a
5' MIN. ABOVE GROUNDWATER LEACHING SYSTEM SECTION 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 4) A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE BOTT. OF TP-4, EL.=6.8 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND a
- REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. * 3/4" TO i-1/2" DOUBLE
WASHED STONE
12. AREAS REQUIRING STRIPOUT O UNSUITABLE MATERIALS SHALL BE o NZ
N
INSPECTED BY H TMENT PRIOR TO BACKFILL. z c0 0
3 2p ,r�n�r. o cd N N N
SEPTIC SYSTEM PROFILE DOUBLE WASHED STONE
(OR APPROVED FILTER FABRIC) W
z x g
DESIGN CRITERIA SOIL LOG a v
N
DATE: NOVEMBER, 2021 (PT#-21-298) N
n+'
NUMBER OF BEDROOMS: 4 SOIL EVALUATOR: PETER McENTEE PE, SE#1542 � �
SOIL TEXTURAL CLASS: CLASS I WITNESS: DONALD DESMARAIS IRS HEALTH AGENT o N
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) 17.4 oll17.3 17.0 0" 16.8 0" d
DAILY FLOW: 440 GPD 15,7 Ab FILL 20„ 15.6 Ab FILL 20„ 15.7 Ab FILL 15.5 co Ab FILL 16" Nto
co
16"
DESIGN FLOW: 440 GPD m o M
LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND Z rn
GARBAGE GRINDER: NO 15.2 10YR 4/2 26„ 15.1 10YR 4/2 26,. 14.8 10YR 4/2 22„ 14.6 10YR 4/2 22„ a W m°I of
LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF B B B B CD 4 N
LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND a�i 3'Z ,
74 GPD/SF 10YR 5/6 10YR 5/6 10YR 5/6 10YR 5/6 Z U °' rn
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 14.4 36" 14.3 36" 14.5 30" 14.3 30" N NO Lo
PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS Cl Cl Cl PERC Cl
USE 3-500 GALLON LEACHING CHAMBERS IN SERIES MED. SAND MED. SAND MED. SAND32"/50" MED. SAND
2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 2.5Y 6/6 o
SURROUNDED BY DOUBLE WASHED STONE ON ALL-SIDES 8.4 c2 108" 8.3 108" 8.0 108" 7.6 108" C o
c2 c2 c2
SIDEWALL AREA: 2(12.8' + 33.5') X 2 = 185.2 S.F. k2 2 M
MED. SAND >. Cl n
BOTTOM AREA: 12.8' x 33.5' = 428.8 S.F. MED. SAND MED. SAND MED. SAND lOYR 5/8 10YR 5/8 10YR 5/8 10YR 5/8 C C c
TOTAL AREA:................................... 7.1 123" 7.0 123" 7.0 120" 6.8 120'
...........................614.0 S.F. � 80o �
NO GROUNDWATER OBSERVED, PERC RATE <2 MIN./INCH
DESIGN FLOW PROVIDED: 0.74 GPD/SF(614.0 SF)=454.3 GPD SOIL CONSISTENCY AT LOCATION OF PROPOSED S.A.S. SHALL BE ✓�3 :' o
VERIFIED BY A CERTIFIED SOIL EVALUATOR DURING INSTALLATION w W 044