HomeMy WebLinkAbout0086 SYLVAN LANE - Health 86 Sylvan Lance
Osterville
A = 140 : 119
TOWN'OF BARNSTABLE (� /
LOCATION SEWAGE ,
V LLAGE D��CecW���. ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY 1600
LEACHING FACILITY.(type) 3_ 5�D►5 (srt I (size) 32,6 x 12,83
NO.OF BEDROOMS
OWNER �)arvL V"2 C r6<- ►� L
PERMIT DATE: —/ p� COMPLIANCE DATE: ` O Ay
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(I y wetl ds exist within
300 feet oft ing ili ) Feet
a
FURNISHED
38- -�
3
r.
i f
No. f/ . Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
2ppliLation for Nspo8al 6pStem ConstCULtion Permit
Application for a Permit to Construct Repair( Upgrade( ) Abandon( ) [:]Complete System ❑Individual Components
Location Address or Lot No. 596 Syc.VAa ,L n/ Owner's Name,Address,and Tel.No.(774)
OS7�die(. Z),qt/yA .OAS
Assessor's Map/Parcel j40 L11 9 PO A&X Q23 $/9Y,W S1XACX INA OZ63 D
In er' N and o. Designer's Name,Address,and Tel.No. C Sv 0 4 -/ZZS
LB,U V [ /O/U iCJ C.! �ALMiVTIj' 9�V OOV66�O✓G/IVe-
/7 `N > sjl:.rnav,-}-/ /V ot` 6 Lsrfo
Type of Building: &X/sr
DwellingNo.of Bedrooms 3 7S B/� N�
4' Lot Size «, g�7 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 $�.3���� Number of sheets / Revision Date l t�
Title RC ®T" ^h Al 96 4 L 1/~
Size of Septic Tank SO a Type of S.A.S.
Description of Soil
S .5-
Nature of Repairs or Alterations(Answer when applicable) ��O?i(✓ �1�'JS 94-
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described -site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental,an not to p ac yste in
Compliance has been issued by this Board of He /
Signed _ a e
Application Approved by Date — I Cf
Application Disapproved by Date
for the following reasons
Permit No. ®(p Date Issued Ll
...•. v .T „„x•, ti _ �.'r- n ^Y,,..' _' ry i V4-j}
,pc)
No. n:. ` '` t... w . ate, Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBC`HEALTH DIVISION - TOWN OF BARN'STABLE, MASSACHUSETTS Yes
LI
.r plication for �Dispbsal 6pstPm ConstrUctlonj- rmit
Gr
Application for a Permit to Construct Repair( ) Upgrade..(..., ./Abanndon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. ?6 Syk.VA V L N t Owner's Name,Address,and Tel.NoP 4' s2 r"389 g
Assessor's Map/Parcel140 `j 9 qg3 $iY2NS97ti'-,urf ow/f 02656
Ins er's N e, c' s,and qe� Io. -`4 Designer's Name,Address,and Tel.No. C-'a
'���+ o,� �r v C p I D IU .0 C v FA i m mvi- aEn,u�vv is G/ra t
a. /7 Ae,^yXW + 1-41 rsk-r" rVA d P S"y 0
Type of Building: C-ri.& '
O
Dwelling No.of Bedrooms .3 IS 1' BA?— Lot Size A0, S"17 sq.ft. Garbage GNri der( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided , gpd
Plan Date �j Number of;sheets Revision Date
Title ?"l fl r Pi A d k6 S yG Osr~! gZ 7-
Size of Septic Tank l ,O a Type of S.A.S.
Description of Soil
s 7.s Y
Nature of Repairs or Alterations(Answer when applicable) / pt} L 0W f�/�'Ft✓5 ,2
Date last inspected:
Agreement: ;:, ✓'
The undersigned agrees to ensure the construction and maintenance of the afore described ofi-site sewage disposal system in 3
accordance with the provisions of Title 5 of the Environmental Code and nd not to to system,in operationuntila Gertaficate-of
Compliance has been issued by this Board of Health.
Signed , ��rC�_ / Da e q0 !
Application Approved by s I Date
Application Disapproved by y Date
f'
for the following reasons
Permit No. O` 0 r Date Issued
THE COMMONWEALTH OF MASSACHUSETTS `
BARNSTABLE,MASSACHUSETTS
Certificate Of (Compliance
„ . THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( Repaired( ) Upgraded( )
Abandoned( )by
at. g(o 1 -_P/ r
�V PS! - has been constructed in accordance -c - - -
With the provisions of Title 5 and the for Disposal System Construction Permit No.c2619-)&('dated
! Installer Designer J*4n INT71 6V6.elI 6AVA/6
#bedrooms .,3 7V Ap xoveddesgn oS
\. �. gpd
The issuance of this-permit sha not be construed as a guarantee that the system will func jdes'gtied.
Date � f/ �/ iJ Inspe`,c r
f No. Fee 1 �V
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
I tID�aY �pstem Construction i3 fmit
Permission is,hereby granted to Construct O Repair( ) Upgrade( ) Abandon( )
System located at 114 1/1 AW ,4 APU 49—
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 completed within three years of the date of this permit.
Date — Approved by
+a
9
y...
�.
Town of Barnstable
Regulatory Services
Richard V. Scali,Interim Director
} Bnxxsrnsie•
I Public Health Division
639.c39,�a Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer&Designer Certification Form
Date: )'` fib' Sewage Permit# 2018_,99� Assessor's Map\Parcel 140 // 9
Designer: t/Y1�i 4 i/1ee11V -1X14 //try Installer: R 4 Y �6/u�71q�f& 7d IV Alf"
Address: 17 f}Z,1-25 L/ 4AA/9 Address: 14P 6,9-,y
't425_46 NIV/7ivS dyIW;17 OZ64&
On —�1 eo&-, /)O ld�s issued a permit to install a
(date) (installer) Alp —
septic system at g S t/L,(�/ /1.�� G V based on a design drawn by
(address)
(designer)
e
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
h were found satisfactory.
I certify that the system referenced above was constructed in compliance with the terms
of the IAA approval le ers (if applicable)
SH OF Missy
�o MICHAEL J. �y
BORSELLI N
ns lle Signature)-- o CIVIL M
A -p NO.35054 O
l� f FG'/STE���c�Q
-' SS
( esi s Signature) (Affix D61 Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
QASeptic\Designer Certification Form Rev 8-14-13.doc
N.
TOWN OF BARNSTABLE E
LOCATION RL S(41uan Lanc SEWAGE # o
VILLAGE O 545-ru,l 1 r- ASSESSOR'S MAP & LOT o -
INSTALLER'S NAME&PHONE NO. B = B Exco ya.4 i on SOF• 41'77- O&S3
SEPTIC TANK CAPACITY [Soo 9o.Z1 o r%
LEACHING FACMITY: (type) Soo g 1 ckckfn-S (2) (size) c 3 x aS X
NO. OF BEDROOMS 3
BUILDER OR OWNER Lc- o,ry G
PERMITDATE: 11-L. - 0 7 COMPLIANCE DATE:
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
S7 37 ' y S
A 2,<js
Ay-%) - n
134
AS-30
Fro n-I -Dwc.11;n 9
AWNo. —J' Fee 06
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
pplication for �Btgpogal �&pgtem Con0truction Permit
Application.for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components
Location Address or Lot No. 8 5 y LV Pt N Lk N L Owner's Name,Address,and Tel.No.
05TEav IUE LeRte Arr-e,l 1
Assessor's Map/Parcel A 96 Sy Ivan L A— Q5+ef y I l lP �/� D 26 SS_
)IAjkstaller's Name Address,and Tel.No. Designer's Name,Address and Tel.No.
be Zr rallFDy - Bt-13 EY 1tuA-T161\J Ca.p,2, f-\,91nee.r,r%_
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size sq. ft. Garbage Grinder ( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 33 0 gpd Design flow provided gpd
Plan Date I -Li U, Number of sheets Revision Date
Title 71+1P S S je—' IafU
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
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.
/11�ig Date 1113 1jPQj
Application Approve 6y SZ4���� Date /
Application Disapproved by: Date
for the following reasons
Permit No. �-s atP
P
l
�^
E7
•f
• �:
�.:
6
'• ,,
t
ti
' r
� � � + � �,
• y � .. 1 �
� - � s
E �� ..
., - - -,�
-.
k -
- .
��
�, ..
D�
No.. _J {, J Fee
THO' ` s' b Entered in computer:
I, OF MASSACHUSETTS y Yes
PUBLIC HEALTH DIVISION.- TOWN OF BARNSTABLE MASSACHUSETTS j
21ppYication fo'r �Digonl 6potem Congtruction �Permit
Application for a Permit to Construct O Repair O Upgrade O Abandon O ❑.Complete System ❑Individual Components
Location Address or Lot No. 26 5y L\/A Nl LANE Owner's Name,Address and Tel.No.
05-V ERv I LLE I,
Assessor's Map/Parcel AAAP 14 0 PARCEL A i ('f aj I f- M 6)2 5 1
r i)staller's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
RUbeei GILFDy - Qi 13 EXLNVA-1Io0,I Dow,y kt pp fnq'ineeon5
I H TEA 13 reZ%j W. Tb sa ALI 411-U653
,Type of Building:
Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder ( )
i. Other Type of Building , No.of Persons Showers( ) Cafeteria( )
Other Fixtures
r
Design Flow(min.required) 330 gpd Design flow provided gpd
Plan Date I( ti U� Number of sheets 1l Revision Date
^ ,l Title 714 )� S S I A e t a✓L/
Size of Septic Tank Type of S.A.S.
r
Description of Soil ;
i
Nature of Repairs or Alterations(Answer when applicable)
t•
g
i
Date last inspected: i
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
igned Date 113 U
-Application Approve Date b
Application Disapproved by: Date
for the following reasons K
w
50
———— Permit No. �"�, S -
—Date Issued,
—— ————®—--
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,.MASSACHUSETTS '
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ✓) Upgraded ( )
Abandoned( )by L� h X( n v n { I b(L
e at QL �;,j I V G n LCA 0 P ��t P f V i I 1 td, has been constructed in accordance 0� with the provisions of Title 5 and the for Disposal System Construction Perm 'W jit No. ' "�S dated ///J 0 61-2
Installer Am- ()\i Designer D0 w r-\ L nP C nni 'i)PCB I i nG
#bedrooms Approved design flow _ gpd
The issuance of this permit shall not a co stru s a guarantee that the system wil tin 'o s de ugne AD
c p
Date Inspector � -
No. �. ' Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISIONBARNSTABLE, MASSACHUSETTS
Oigooat *p!5tem Construction Permit
Permission is hereby granted to Construct ( ) Repair ( d`) Upgrade ( ) Abandon ( )
System located at S 6 G11�i n L-CA f e ? 65 A PC \11 1 2
f
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
to comply with Title S and the following local provisions or special conditions.
Provided: Construction
/mu t be completed within three years of the date o his pe i .lJ Date l / 0 ? Approved b
XY
Town of Barnstable
Regulatory Services
q; Thomas F. Geiler,Director
Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis. MA 02601
Fax: 5o8-790-6304
Office: 505-862-4e44,
Installer d: Desianer-Certification Form
2U 0?-5 0 _ Assessor*s Map\Parcel
Date: �� Ia U7 Sewage Permit;
Designer: O� n �n n em An , Installer:
6
Address: r
Address: uun p
MoIA.'7 - I� ��.
oT Cz I Foo was issued a permit to install a'
On / 1 i!a 7B-t-IFS r xLi4v�r til
(date) p (` /(installer)
septic System at �1 v k ` ✓a V �a✓& based on a design drawn by
(address) /
av -L mac,/Gt dated
vn !6 °t
( esrgner)
I c end n that the septic system referenced above was installed substantially° according to
the design; which mad° minor approved changes such as lateral re
include location of the
distribution box and/or septic tank.
I ceru� that the septic system referenced above was installed with major changes (i.e.
greater than 1W lateral relocation of:the SAS or any vertical relocation of any component
Of the septic system) but in accordance uZth State & Local Regulations. Plan revision or
certified as-built by designer to follow.
jN of rngsS�c
o� ARNE
g� OJALA
(Install�Signa -_) civic {;
No. 30792 �'•
p�Fcc('/STERN
SS/ONAL Ea .
Sian e)
(Affix Designer's Stamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIN71S10N. CERTIFICATE OF
CONIPL1.aNCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE
RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU.
L Q:Hea]OV. Septic/Designu Certification Form 3-26-04.6m
LOT 275
MARK.J. &'KATHERINE A. GALLENBERGER. TRS:
i'
31. PIPE �Y /
PIPE .' PLASTID PRIVACY FENCE FOUND .- M 9q
30 I FOUND
CID
co
30.0 30
VAANNO
- D_ j GOLF CLUB
29.9 DRIVEWAY
J
-CAEASEMENT
PROJE
OCATION
19.3
S� -
.. 29.9 3� - r PAVED' DRIVEWAY GARAGE 9.5 LOT 4S
N
. - (TO'BEREµOVm)
EUZABETH HAWES BROWN NO LOCUS
USCAALE
g .EDGE OF A M T °
'° 29.8
4 30 GENERAL NOTES:
In 29.8 30 4
v z - GARAGE .r 1. ASSESSOR'S INFORMATION: MAP 140.PARCEL 119, LOT 84. . - -
P. PROPOSED 2. FLOOD ZONE: X (FEMA MAP 25001CO757J)'
f o OR/ D -
y PORE � +z9.i}5 i 3. ZONING DISTRICT: RC
. o CONCRETE ._
PATIO 4. OVERLAY DISTRICT: AQUIFIER PROTECTION OVERLAY DISTRICT
r r 5. LOT COVERAGE BY:
Ds�
Z LAWN p E S I o p g,9 A EXISTING STRUCTURES:`1,379 S.F./10,517 S.F. _ 15 0%
NAIL SET OBBLE EDGE U 8 o� B. PROPOSED STRUCTURES 2,088 S.F./10,517 S.F. 19.8%
80T.PIPE
ELEV. 29.06' �C .F. 3 .4 � -
! GRAVEL WAircwnv 2sa N 6. STREET ADDRESS: SYLVAN LANE
zs s
�" 7. HOUSE NUMBER: 86
8 TOPOGRAPHIC INFORMATION COMPILED-FROM AN ON.THE GROUND SURVEY
' EX/571NG O II 9. ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM(1988)
4
.���29.
65'
O
� . 29< 29.4 LEGEND
5' IN of -30-- EXISTING 10' CONTOUR
W.MJ �' oA P yas
z EwsnHc ( �oa�Mlc neu."�_ +29.5 EXISTING SPOT ELEVATION
-- e o zi LA- - sEP11G . . (ro a>,. s eoese[u N -
z LAWN rANK p� avle. x".O PROPOSED SPOT ELEVATION
'WO CB
,1 tAVM - qb FOUND
) PP' EXISTING UTILITY POLE
LOT 84 / ' 34' + »Nc zs.z ; 6!ma ac EE O EXISTING TREE
o .10.517f. S.F. � i'� � � � 30.0 � - FOUND
o CONCRETE BOUND
MULCH
29 8 4n
a f 29:8 PIPE
-
o^ LOT 85 EDGE FDio� o IRON PIPE 20
29.0 �i't'. O 29.3. - - ,w N F `''�
12. OAK
D i OCKER, JR. TR.
/. 14. OAK.'; . DAMES CR
_ �c�Y SCALE: 1 INCH = 10'FEET
/• 2'LAYER 92r1
aA�m s 11/8/18 LABEL EXISTING SEPTIC TANK AND LOCATION
2" 10/2/18 REVISE HOUSE LOCATION. ADD SEPTIC SYSTEM NOTES
DATE REVISION
PLOT PLAN
a ®®®®®®®®®®®®®
D � - FOR #86 SYLVAN LANE
CE) PREPARED FOR
-c F° "° BARNSTABLE HARBOR BUILDERS
CATCH.
029.3 PIPBASIN7NSTAU a/4'M Y 1,& AZW-F e'- 6" OSTERVILLE MA
29.E A9W�m AW PLAN DATE: AUGUST 30, 2018• PLAN SCALE: 1"=10'
M DIE 6brZV L�THE OVA69EF o � S'A9VOgY0!/T
p CO} - I CIVIL.ENGINEERING *,�O r r WETLANDS PER►OTIING
'BASIS' FOR DESIGN: S=A�✓carLwr - s- �Q,L T Is
TOTAL OA/L Y fZO�f'/S BASED ON 4 ShVROOM$NO EAR,9AQr D/SPOSAL wASTExAm+o�av �7 COASTAL ENGINEERING
70TAL DA/LY,tzow= R10 CPD/REDROOM x 4 BEDROOMS= 440 GPD niLe s PLor w1Ns PIERS AND DOCKS
eOrrLz1�AREA PROPLLCED = 9ci0 SF : s`KN",Ovr �NGI NEE Rt �
87DE AREA PRaOOSED = 185 SF. LAND USE PLANNING WW+ERaAL/RESIOE7+nAL
R7rAL LEACH/NC AREA PROPOSEO _ $15,SF. PLAN MEIN sm 1q,9 awe cad and so�ersorten t/arsbanusstrs
AP,Z10A7/ON RATE= 0.74 CPD/SF wo n_u nl Le(x11N(i Ci1A1L�R [N-t0 LOADINCI
DESYQV LEALW/NG CARAC17Y= 455 GPD� 440 GPD NOT TO SCALE 17 ACADEMY LANE, SUITE 200 - FALMOUTH, MA - 02540 - 508 495.1225
" PROJECT NUMBER: 18066 CAD FILE NAME: 180665P DRAWN BY: LM./D.M.M. SHEET 1 OF 1
H'-o• ¢ 3
GENERAL NOTES: o
I. CONTRACTOR SHALL VERIFY ALL DIME51ON5 AND V]
NOTIFY SO DESIGN ASSOCIATES OF ANY 10"DIA CONC FILLED S W $
DISCREPANCIES.AMBIGUITIES,OR INCONSISTENCIES SON TUBE WITH 28"DIA. W f
PRIOR TO PROCEEDING WITH THE WORK. - - BASE BIGFOOT BF-28(TYP.) U
2, 5TAIRWA YS:
A)REQUIRED 5T AIRWAYS SHALL NOT BE LESS THAN
3'-O'IN CLEAR WIDTH. MAXIMUM RISE SHALL BE b
8-1/1'. MAXIMUM RUN SHALL BE 9'WITH NOSING NOT
TO XCEED I- 4•. MINIMUM HEADROOM SHALL BE
6'-6"'E 1/ LINE OF DECK "' ¢
B)HANDRAIL(S)SHALL BE LOCATED.IN EACH STAIR F
ABOVE)TYP.)
SYSTEM WITH MORE THAN THREE(3)RISERS.AT A (SEE FRAMING Z
HEIGHT OF 3 MIN. 1 30"MAX.MEASURED PLAN)
VERTICALLY FROM THE NOSING OF THE TREADS.
GUARDRAILS.39"MIN.IN HEIGHT,SHALL BE
A
INSTLLED IN FLOOR,PORCH,AND/OR BALCONY
AREAS MORE THAN THIRTY ISO)INCHES ABOVE A Q' ` j PORCH ABOVE I'O i
FLOOR OR GRADE BELOW. MAX.CLEAR OPENING
BETWEEN RAILS/BALUSTERS OR FLOOR SHALL NOT 1 T
EXCEED FIVE(5)INCHES. 8"CONC.FOUNDATION (n
{\ WALL 131101)p,,1 WITH
3.WINDOW SIZES SHOWN WITHIN ARE BASED ON SIMONTON. a Ag FDN.DAMP PROOFING Q Q 3 Z
WINDOW SIZES 1 QUANTITIES SHALL BE VERIFIED BY p TO GRADE ON CONT. -4Q W O
THE GENERAL CONTRACTOR PRIOR TO ORDERING. KEYED 18"W.X 12'D. =O w a: \ U)
THE WINDOW MANUFACTURER SHALL PROVIDE THE CONC-FTG.(3000 p,,) N
ROUGH OPENING SIZES. WINDOWS MUST MEET THE I - 0./M 0 W,
FOLLOWING CRITERIA: = N to
A)GLAZING CLOSER THAN 18' 'TQ THE FLUOR ANU Q Q
EXCEEDING 51X(4)SQUARE FEET IN AREA MUST BE ------ -- - -- - - - - - - O=U F
TEMPERED ';-:. - -..`:. ".;. ~Q W W W
B)EMERGENCY EGRESS: SLEEPING ROOMS SHALL ---- -- --- ------ - --- - ------
-- --- -- ---
-- . I � N
HAVE AT LEAST ONE(1)OPERABLE WINDOW OR I u-1 Q ~
EXTERIOR DOOR TO PERMIT EMERGENCY EGRESS I N W �
OR RESCUE. A REQUIRED WINDOW MUST BE O 2 X G P T SILL WITH SILL SEAL AND 5/8 DIA. Q N<
BEHAR LE FROM THE INSIDE WITHOUT THE USE OF N G ANCHOR BOLTS WITH 3'X 3"XPLATE
SEPARATE TOOLS AND SHALL CONFORM TO THE O ) Q 2 Z
FOLLOWING: WASHERS.BOLTS SHALL BE INSTALLED IN v V
I.THE SILL HEIGHT SHALL NOT BE MORE THAN ACCORDANCE WITH THE FOUNDATION NOTE5 _.. W Z W z 13
FORTY-FOUR(44)INCHES ABOVE THE FINISH J J J CT W
FLOOR. 1 ' J N U
2.THE WINDOW SHALL PROVIDE A MINIMUM NET BASEMENT W-1- W W
CLEAR OPENING AREA OF 3.3 SQUARE FEET 'n WINDOW ITYP.1 Q p 3
WITH A RECTANGLE HAVING MINIMUM NET - -- -- Jvi. L -- -- -- -- - p �2
CLEAR OPENING DIMENSIONS OF TWENTY(20) - U
IN
BY TWENTY-FOUR(24)INCHES IN �q
EITHER DIRECTION. IF A DOUBLE HUNG UNIT IS1 r----- -- - -- -- --- 1 LaU BASEMENT FLOOR Z Q H U �- }
USED THEN SUCH DIMENSIONS APPLY TO THE I! I oFo 4"MIN.CONC.SLAB 13000 psi( LLau OC-fn m m
BOTTOM HALF. •,•I I I 10 MIL I VAPOR RETARDER OFB :` QUJ Q m
5.DIMEN5IQ NING STANDARDS USED WITHIN THE I I I I ^�V ) In Z z O
o
DOCUMENTS ARE AS FOLLOWS.UNLESS OTHERWISE 13 l7 U
W
NOTED: o I I a w
A)EXTERIOR DIMENSIONING BUILDING CORNERS I O o I-)REPRESENTS AN OUTSIDE OFF STUD DIMENSION. � ':I : I � I I ..' I
B)EXTERIOR DIMENSIONING AT WINDOWS AND DOORS I 2 CAR GARAGE I _
REPRESENTS A DIMENSION TO THE CENTER OF I 4"MIN.CONCRETE SLAB ON I :' (- I r �I I 'vE
THAT OPENING.FROM THE CENTER OF ANOTHER om m c o
OPENING.OR THE OUTSIDE OF THE STUD. I GRADE(3000 psU WITH GXG I - -- I IE U
.- ._.._.._.._..-..-..-..- .._.._..- .- -.. ..- _ -..- -.. ..-.
C>INTERIOR DIMENSIONING AT STUD WALLS - n (3) -3/4' X 9-I/q O ou mm�
REPRESENTS A DIMENSION TO THE MIDDLE OF THE - - 4E X 4"X.250"�
10 MIL VAPOR RETARDER
, I I I I
STUD. O L J J STEEL POST TYP. I d ^N 8 0
"�- D)INTERIOR DIMENSIONING AT STAIRS REPRESENTS LVL'S BUILT-UP GIRT m _ H�GB
A DIMENSION TO THE FINISHED FACE OF THE STAIR, rv .
6.STRUCTURAL HEADERS 1 BEAMS SHALL BEAR ON THE t � 12'DEEP SPREAD
FOLLOWING: 3'-O•X 3'-O"X 12" F _ FOOTING A I o m m o
A)DOUBLE HEADERS SHALL BEAR ON 4.4 WOOD DEEP TYP. m
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TRSPLE HEADERS SHALL BEAR ON 4x6 WOOD EARLY ENTRY SAW pUO 'n At I
POSTS. O C�OINTA ITYPCTI N rc;, ]xFBO2 .1"0C5i5-o C5T5
F, STEEL BEAMS SHALL BEAR ON 3-1/2"o STEEL
PIPE COLUMNS OR TS 4 X 4 X.290 COLUMNS. DROP FOUNDATION I LLOQ L— �' u
D)LAMINATED VENEER LUMBER(LVL)PRODUCTS WALL AS NECESSARY L
/ AT GARAGE DOOR I IB'WIDE X 12'DEEP -- -- I p 'a
SPECIFIED WITHIN ARE SIZED FOR MICROLLAM '`
BRAND. IT IS THE SOLE RESPONSIBILITY OF THE �i I CONTINUOUS CONCRETE
GENERAL CONTRACTOR TO VERIFY AND I I FOOTING WITH 2'X 9- n
COORDINATE ANY SUBSTITUTIONS. LAMINATED KEYWAY(TYP.) ---._-- m
VENEER LUMBER SHALL BE HANDLED AND o I L---------- -- ---- ---- ---) I
INSTALLED IN STRICT ACCORDANCE WITH THE I I _
MANUFACTURER'S SPECIFICATIONS. _- -------- _ ____--- - I : r
1.BEARING PLATES SHALL MATCH OR EXCEED THE
WIDTH OF ALL BEAMS THAT BEAR UPON THEM. o
1 2 X O FiR.JOISTS
8.ALL DUCTWORK AND HOT 1 COLD WATER PIPING SHALL L J ABV� aOC.
BE INSULATED AND WHERE NECESSARY A VAPOR —— ——— 0
BARRIER FOR THE DUCTWORK TO PREVENT
CONDENSATION. T
I I
_GS/TGO/N•E- ——————————————————————
LIMIT OF SLAB -� PORCH -
I I� `, B.-. O V E O
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A_T 10'DIA CONC FILLED
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BASE BIGFOOT BF-28(TYP.) W 12 12 TYPICAL WALL BEYOND(SEE W QV W
TYPICAL WALL SECTION) W(y Z
OVERHEAD DOOR CONCRETE STEM Q Q'r�
WALL BEYOND U v O
GENERAL FOUNDATION PLAN WEATHERSTRIPPING r a IL Z
STRUCTURAL NOTES: SCALE: /4"=1'-O" 4'CONC.SLAB W/L X G 4'CONC.APRON 3000 P51 SLOPED 0 r`
�+ WI.4 X WI.4 WELDED WIRE 2%AWAY FROM GARAGE DOOR `l z z
I.STRUCTURAL LUMBER FOUNDATION NOTED: J.TOF ov FouuoniloN.y SLOPED TOWARD5 DOORS W O Z
2'-O'X 2'-O- DRIVEWAY(FINAL GRADE H<
ALL STRUCTURAL LUMBER SHALL BE fb=900 psl MIN. I. CONCRETE SHALL 8E f'c=3000 pv°28 DAYS. ¢4.13A R5 AT TO BE DETERMINED IN Z
2.CONVENTIONAL LUMBER 2. THE GENERAL CONTRACTOR SHALL VERIFY ALL
CALCULATIONS: �� 24O.G. THE FIELD) Q
ALL FRAMING MUST BE 2"MIN.CLEAR FROM ALL MASONRY. DIMENSIONS. ANY DISCREPANCIES.INCON515TENCIES ��I. N Q Z
OR AMINGUITIE5 SHALL BE REPORTED TO SQ DESIGN
3.DOUBLE FLOOR JOISTS UNDER WALL5 RUNNING ASSOCIATES PRIOR TO PROCEEDING WITH THE WORK. L 10 MIL VAPOROT COVERAGE CALCULATIONS: RETARDER IXG WI.1 X WI.1 WELDED WIRE ~ L O
PARALLEL TO THE FLOOR FRAMING.TYPICAL. 0 REINFORCING AT MIDPOINT
4.ENGINEERED LUMBER 3. THE SILL PLATE OR FLOOR SYSTEM SHALL BE SCREEN PORCH,GARAGE,BULKHEAD 1 FRONT STEP=132 SF J~� 3'-O" MIN 2 f
4'MIN.LAYER OF
ANCHORED TO THE FOUNDATION WITH 5/8'¢BOLTS dm� W U O V
ALL ENGINEERED LUMBER SHALL BE fb-2.800 COMPACTED GRAVEL U_
ps MIN. WITH 3"X 3"X I/9"WASHERS PLACED 32"ON CENTER CONDITIONED FIRST FLOOR=1356 SF fn Q OR STONE SUBBASE
AND NOT MORE THAN 13 INCHES FROM CORNERS OR W
5.LOADING: END PLATES.A MINIMUM OF TWO ANCHOR BOLTS IS TOTAL LOT COVERAGE= 2088 SF;19.8%(20% ALLOWABLE) dap O
MINIMUM UNIFORMLY DISTRIBUTE LIVE LOAD: REQUIRED FOR EACH SILL PLATE, BOLTS SHALL no 1/2'EXPANSION JOINT W
ATTICS(ROOF SLOPE NOT STEEPER THAN 3 IN 12 EXTEND A MINIMUM OF IS INCHES INTO MA50NRY OR 2-a5 HOR.BARS
ATTICS(LIMITED STORAGE)-20 P5P SEVEN INCHES INTO CONCRETE. F.A.R. )FLOOR AREA RATIO) CALCULATIONS: AT TOP AND MATERIAL WITH BACKER ROD Q
LIVING AREAS IEX CEPT SLEEPING ROOMS)-40 ESE
BEDROOMS-30 PSF 4. A PERIMETER SEAL SHALL BE PROVIDED UNDER 2" CONDITIONED FIRST FLOOR=1354 5F THICK NED SLAB AND SEALANT AT SURFACE
STAIRS-40 P5F PRESSURE TREATED't SILL. ¢4 VERT.DOWELS AT 5 CONDITIONED SECOND FLOOR SPACE 1436 5F -,y- 24'O.C.(GARAGE
ROOF LIVE LOAD: 5. FOUNDATION WALL5 SHALL EXTEND AT LEAST EIGHT TOTAL CONDITIONED SPACE=2192 SP �ToP oFSFoorlNc 1 :- DOOR WALL ONLY)
P LIVE LOAD-30 P5F INCHES ABOVE THE FINISHED GRADE ADJACENT TO 4 ---TTT SHEET:
SNOW LIVE LOAD THE FOUNDATION AT ALL POINTS.EXCEPTION:WHERE
LIVE LOAD=30 PSF MASONRY VENEER 15 USED.FOUNDATION WALLS SHALL F.A.R.PROPOSED=26.5%(30% ALLOWABLE)EXTEND A MINIMUM OF FOUR INCHES ABOVE THE _ SECTION B
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ATTACHED ONE CAR GARAGE David Parrclla 101 HOLLINGSWORTH ROAD
PO Box 483 OSTERVILLE, MASSACHUSETTS '
SECOND LOOK PLAN Bamsfable,M9Offi z.
(.mt1 b1-3699 Office 1.AND DOOR AND WINDOW (508)246-6185Ce11 DRAWN BY: CEO. DESIGN SCALE: AS SHOWN 9/15/IJ
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MARK J. & KATHERINE A. GALLENBERGER, TRS.
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PIPE PLASTIC PRIVACY FENCE i FOUND M 9,9
30 o FOUND -10Z Nn
G Q M N �o o� 52 '
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r s.a4' _ N ) W LOCATION
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O PAVED DRIVEWAY (TO BE REMOVED) 9.5 LOT 43
N/F L CU S
ELIZABETH HAWES BROWN NOT TO SCALE
D T M A OF
EDGE 0I
D 4 , 30.0 29.8 GENERAL NOTES:
m 29.8 ~ 30 9 •7, 14 30
Z I 1 GARAGE Foo�F 1. ASSESSOR'S INFORMATION: MAP 140, PARCEL 119, LOT 84
� o
PROPOSED �' �F
v w 1� PROPOSSE4 PORCy 2. FLOOD ZONE: X (FEMA MAP 25001C0757J)
g w ORIpEWAY 2s.1
CONCR
PATIO 13 5' 3. ZONING DISTRICT: RC
4. OVERLAY DISTRICT. AQUIFIER PROTECTION OVERLAY DISTRICT
r 1p 5. LOT COVERAGE BY:
> ( I
BENCHMARK: Z LAWN 2 E S o0 °n� A. EXISTING STRUCTURES: 1,579 S.F./10,517 S.F. = 15.0%
BOTL PIPE I'T'I NAI SET
COBBLE EDGE U 8 9�F B. PROPOSED STRUCTURES: 2,088 S.F./10,517 S.F. = 19.8%
ELEV. 29.06' F. 3 .4 N
29 6 1 GRAVEL WALKWAY 29.5 tiC 6. STREET ADDRESS: SYLVAN LANE
°o.
•.1 7. HOUSE NUMBER: 86
8. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY
G O 9. ELEVATIONS SHOWN ARE BASED ON NORTH AMERICAN VERTICAL DATUM (1988)
4 EX/ST/N
I E. I �
Iy0U 29. Div
29. O I C� y'•. 29.4 29.4
°
65' LEGEND
� I O I 06 �ti ��
(20, MAN) o, 2 I �,� v pF M9�a 30 EXISTING 10 CONTOUR
£xlsnrvc i I yr +29.5 EXISTING SPOT ELEVATION
o MICHAEL J.
.,�r � QJRSELLI can
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TANK
_ R --"�o CIVIL X32O PROPOSED SPOT ELEVATION
I �. LAWN F,yOtto FOUND A 9�No.35054
M .D < o °D' 29.7 ��or� O/STEF� PP EXISTING UTILITY POLE
D I LOT 84 / 34, SnNc ; ' SSA ,vA N� EEO EXISTING TREE
3 0 10,517f S.F. / ,
c CB CONCRETE BOUND
a , i 30.0
° /' / i OF.........................................................LAWN......................�•29.8 ❑
i .. � FOUND '
....................OF . MULCH
o I ���/i, EDGE......................... o, +29.8
PIPE IRON PIPE
o° GpSi' �/; ..............EpGE � � p
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LOT 85 FOUND
o w � 10 0
° :......... 9.0 0;7 12 OAK 29.3 N/F
D ..........:
14" OAK � � JAMES CROCKER, JR. TR.
r^ SCALE: 1 INCH = 10 FEET
V J i i'�G y 2"LAYER 6F1/8"' TO 1/2104/
iYA.SNEO STavE` 11/6/18 LABEL EXISTING SEPTIC TANK AND LOCA11ON
--� � 8' - 3 1 2'"
�P 10/2/18 REVISE HOUSE LOCATION. ADD SEPTIC SYSTEM NOTES
/i 23
1 /�/� V 1�a9'�o•W mom= 0 ®®0 I® DATE REVISION
PLOT PLAN
cB FOR #86 SYLVAN LANE
FOUND - PREPARED FOR
CATCH BASIN oz9.3 PP -!WCM N BARNSTABLE HARBOR BUILDERS
/NSTALL J14- m 1 1/2"oaveLE 8 - 6 IN
OSTERVILLE MA
29.7 X4_9 W,, OJ'PU.71W STGWE ALL a .. .
ARGUNO QVAWEIPSANO OOANV 5~KNO� T� PLAN DATE: AUGUST 30, 2018 PLAN SCALE: 1"=10'
TO THE BOlT�1!/ A� THE Q'/AA/6�"R ;O 21 o L>i/AA/EIER •
t
CIVIL ENGINEERING WETLANDS PERMITTING
BASIS FOR • 5'KGaT - 5'KOM p,Lm O UT
TOTAL 0A&Y R OW/S BASED ON 4 BEOROONS, NO GARBAGE D/SPOSAL WASTEWATER DESIGN COASTAL ENGINEERING
TOTAL 0A&Y FLOW = 110 0PD11VEDR00& A' 4 BEDROOMS = 440 GPD '
90170,I1 AREA PROPOSED = 4fJO S.F. 5"KNOCKOUT TITLE 5 PLOT PLANS ��(jIN ERI��` PIERS AND Doa(s
S/DE AREA PROPOSED = 185 S.F. •• : • LAND USE PLANNING E COMMERCIAL/RESIDENTIAL
TOTAL LEACH/NG AREA PROPOSED = 615 S.F. PLAN VEIN sff
APPL/CA770N RATE.= O.74 GPD/S.F. vin9 cone Cod and Soutna+astan A/ossod�usetts
aSM GN IM LEACHING CHAMBER !H_A LOADING)
DESIGN LEA0111NO CAPACITY = 455 GPO > 440 GPD NOT TO SCALE 17 ACADEMY LANE, SUITE 200 - FALMOUTH, MA - 02540 - 508.495.1225
PROJECT NUMBER: 18066 CAD FILE NAME: 18066SP DRAWN BY. L.M./D.M.M. SHEET 1 OF 1
SYSTEM PROFILE NOTES
TOP FNDN. AT EL. 31.7'
ACCESS COVERS TO WITHIN 6" OF FlN. GRADE ( To SCALE) APPROXIMATE NGVD
ACCESS COVER (WATERTIGHT) TO ACCESS COVER TO WITHIN 3" OF FIN. GRADE 1. DATUM IS
WITHIN 6" OF FIN. GRADE
/ F31.0'lMINIMUM .75 OF COVER OVER PRECAST 2. MUNICIPAL WATER IS EXISTING
2X SLOPE REQUIRED OVER SYSTEM
*29.2 RUN
FOR Fl PEE 2LEVEL
' 2" DOUBLE WASHED PEASTONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
OR GEOTEXTILE FABRIC
PROPOSED 1500 3' MAX. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO
GALLON SEPTIC 28.52' H- 10 O
28.77 TANK (H- 10 ) 28.93 4
BAFFLE 28.4' V\28.23' � 0 0 O 0 0 0 5. PIPE JOINTS TO BE MADE WATERTIGHT.
E248-13 / OOC7 O O � DO( 2'5X SLOPE) s" CRUSHED STONE OR MECHANICAL C3 0 0 m a C3 E3 0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
COMPACTION. (15.221 (2)) O O 0 C7 0 0 26.13' MASS. ENVIRONMENTAL CODE TITLE V. LOCUS
DEPTH OF FLOW = 4
TEE slzEs: 3/4" TO 1 1/2" DOUBLE WASHED STONE 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
INLET DEPTH = 1� BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. t=ludm
OUTLET DEPTH = 1 tiro ( 1 X SLOPE) ( 1 X SLOPE) 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Sound
FOUNDATION 17' SEPTIC TANK 12' D' BOX 12' LEACHING 5,13' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
FACILITY WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION LOCUS MAP
OBTAINED FROM BOARD OF HEALTH.
SCALE: 1" = 2,000'f
*THE INSTALLER SHALL VERIFY THE ALL SYSTEM COMPONENTS SHALL BE 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
LOCATIONS OF ALL UTILITIES AND ALL MARKED WITH MAGNETIC TAPE OR BUILDING SEWER OUTLETS AND ELEVATIONS COMPARABLE MEANS FOR FUTURE LOCATION. BOTTOM TH-1 EL. DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION ASSESSORS MAP 140 PARCEL 119
PRIOR TO INSTALLING ANY PORTION OF 21.0' OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO
SEPTIC SYSTEM COMMENCEMENT OF WORK. LOCUS IS WITHIN AP OVERLAY DISTRICTY
LEGEND 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
100.0 PROPOSED SPOT ELEVATION 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
+100.00 EXISTING SPOT ELEVATION LEACHING FACILITY.
100 PROPOSED CONTOUR
100 EXISTING CONTOUR SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS 0 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
85 3 ' USE A 1500 GAL. SEPTIC TANK
TEST HOLE LOGS -- LEACHING:
PAVED EXISTING SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD
ENGINEER: DAVID FLAHERTY, R.S. SE2755 DRIVE GARA1 BOTTOM 25 x 12.83 (.74) = 237 GPD
WITNESS: DONNA MIORANDI, R.S. W 10 TOTAL: 472 S.F. 349 GPD
DATE: OCTOBER 29, 2007 �'�1 PATIO ^, ' boo, USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
PERC. RATE _ < 2 MIN INCH E• 17• ' WITH 4' STONE ALL AROUND
-
I wai o °MCPi
CLASS I SOILS P# 12007 I TOP FNDN.IF c.; o
I EL=31.T TEP t 1
ELEV. ELEV. I :=�Y:..;�: , MA
4 4
APPROVED DATE BOARD OF HEALTH
0" 31.0' 0" 31.0'
A A aI _ 'r? TH 3� _
A 10,5�03 S LS LS Ft 25.2' 'w a�_ � TITLE 5 SITE PLAN
_ TH-
10YR 4/2 10YR 4 2 0l J `' `�Ch�' of
10" 11" / of o
z ill Oo �, EDGE LAWN- r' � i
g B ,� ----•--•--•-- - -- -- -- 86 SYLVAN LANE
Ilk
LS Ls r' ��� /' (OSTERVILLE) BARN.-STABLE MA
" 10YR 6/8 1OYR 6/8 � � �'` -.tS �
31 28.4 30" 28.5' or / ���-� PREPARED FOR
12 21 B & B EXC./
PERC BENCHMARK LETTIE FARRELL
COR CONC. BULKHEAD
MS MS ELEV = 30.94` DATE: NOVEMBER 2, 2007
2.5Y 7/4 2.5Y 7/4
,►�H OF k4
A oF'WAS'? ya`� �qc off 508-362-4541
DANIEL fax 508 362-9880
DANIELA GNP �� A.
OJALA '' ° OJALA
CIVIL
oNFo.40980120" 21.0' 120" 21.0' No.4sso2
d0 Wn CUPe engineering, Inc.
Scale:1"= 20' ° IcGISTE ` �qNQ� s� ClVIL ENGINEERS
NO GROUNDWATER ENCOUNTERED /ONAL s EN uR '`
LAND SURVEYORS
0 10 20 30 40 50 FEET D�kTE 939 Main Street - YARMOUTHPORT, MASS.
DCE #07-278 AARSEL'A. OJALA, P.E., P.L.S.
07-278 B&B FARRELL.DWG (DDF).
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