HomeMy WebLinkAbout0060 STONE HORSE ROAD - Health 58 Stonehorse Road
Osterville
A = 142 149
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TOWN OF BARNSTABLE
LOCATION S SEWAGE #
VILLAGE S ASSESSOR'S MAP & LOTS
INSTALLER'S NAME&PHONE NO. �'P 616 JP ! 4)
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) 3 -SC->O /' & (size) tj_.Z Y �3•S` 2.-
NO. OF.BEDROOMS /
BUILDER;OR OWNER A — Sv S 0 4
PERMITDATE: �I COMPLLANCE DATE: -711 71d 2
Separation Distance Between the:
r `
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 Wed",d'and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by j
t
r _00
°ti3 �s4►� ��1
Q . .
Fee .6�r
. THE COMMONWEALTH OF MASSACHUSETTS' Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
ZIpplication for Mi000al *raem Construction Permit
Application for a Permit to Construct(/Repair( )Upgrade( )Abandon( ❑Complete System ❑Individual Components
Location Address or Lot No. p op wner's Name, less and Tel.No.
Assessors Map/Parcel t4Z 14CN p L'� 1Z,
I
Installer's Name,6ddress,An9d Tel.No. 9 Designer's Name, &(0.DOYLE & ASSOC.
anter ury Lane
\ 6AIWON
East Falmouth, MA 02536
�/ Telephone: 508/540-2534
Type of Build'
lli No.of Bedrooms_ Lot Size z {�sq.ft. Garbage Grinder( )
er Type of Building No. of Persons Showers( Cafeteria( )
Other Fixtures
Design Flow 440 gallons per day. Calculated daily flow 4(A gallons.
Plan Date M&-4 -I:z -2-*61 Number of sheets 1 Revision Date
Title S t —
a
Size of Septic Tank b �44 Type of S.A.S. L :MrCA&*
Description of Soil Sew ra
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 provision itle 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been i ued b this Board of Healths
Sign Date
Application Approved by Date
Application Disapproved Vrforth—eollowing reas s
Permit No. Date Issued
l
° ;.-mom P
Fee
THE COMMONWEALTH'OF MASSACHUSETT Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF-BARNSTABLE, M CHUSETTS }
N
2pprication for Mizpooar *pztent �Comaructio
�/) ermit
'4 �
'Application for a Permit to Construct( Repair( )Upgrade( )Abandon( El Complete System El Individual Components
Location Address or Lot No. g`s O �,C Q wner',,Zme,Ad4ress and Tel..No.
4:
Assessor's Map/Parcel � .
_. f. Sr
Installer's Name,Address,and Tel.No Designer's Name, HajgTqj NoDOYLE & ASSOC.
? A 42 Canterbury Lane
0
v U ( East Falmouth, MA 02536
+, Type of Buildin :
F well No.of Bedrooms Lot Size Z_` ?24'4, sq. ft. Garbage Grinder( )
er Type of Building No. of Persons Showers( ) Cafeteria( )
k._
Other Fixtures
Design Flow 44 O gallons per day. Calculated daily flow 4(e! gallons.
Plan Date -17 2_001 Number of sheets Revision Date `
i Title S" r= ht_ M o r v o_u - 'OF
Size of Septic Tank o a Type of S.A.S. G4&y.A .M L T'Izt' ct�
Description of Soil S��r=_ 'Sdt'T Pt_6'11A Soil` Lean
Nature of Repairs or Alterations(Answer when applicable)
r r -
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 Certifi-
cate of Compliance has been i sued b this Board of Health*
Sign /1 Date
Application Approved by _ .�---y 'f�'1 C : Date" r 0
Application Disapproved for the following reas&
_ .
Permit No. 4 '' Date Issued 7
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(NO Repaired( p,Upgraded( )
Abandoned( )by v /Q 1
at S ct-rz1L Wa?"V__ has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. 74V/ jZ a--dated 7— G 491
Installer Designer
The issuance of is ppmit shall not be construed as a guarantee that the syste will fun tion as designed.
Date�� { /l�2 Inspectors 4,j,.�
No. VCr✓ �- � -----------------------Fee - -- •THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
mig;PO.5al -eyn Con�tructton Vermit
Permission is hereby granted to Construct( epair( �.)Upgrade( )Abaridon7(---)
System located at f
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
Provided:Con truction must be completed within three years of the date of this permit.
Date: U 2 Approved by
5e TOWN OF BARNSTABLE C
LOCATION S-E4 ud P_S q;r SEWAGE # 7 I — ZZ 2:7 .
VILLAGE 40 S- ASSESSOR'S MAP & LOTA-82-A,
INSTALLER'S NAME&PHONE NO. aP tMa
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) i��94size) (Y _ u 53.
s
NO.OF BEDROOMS
BUILDER OR O77
R Sv-6PERMITDATE: 00 COMP � v CO
MPLIANCE DATE: �
Separation Distance Between the:
Maximum Adjusted GrouAdwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or witt6n 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
C1
r o _
`3
Lo
4.-
V V
'
Ct.
}3
24'8" }
8"poured COIIC.WaII
4'beloww grade
Anderson 3'wide Anderson 3'wide -
4'" basement sash basement sash "
t 6"
10"x 8'poured t'
conc.wall
Garage w/4"poured conc.slab
ta' -
NOW
7 nc ..
4"co .slab 8'
3 e'
1/2"conc.
. filled lolly
3
Anderson 3'wide 1/ "conc. 2a
2
basement sash filled lolly I 2'x2'xl'thick - +
6'B" 6'B" T T T T 4' 2' conc footing -
2 T. LLJ
2'x2'xl'thick t '
conc.fbotirg
s•z^
Anderson 3'wide
basement sash
T Foundation Plan
16 poured conc,wall w/
Residence-for Mr. &Mrs.AGlaser
6"x16"x1'deep footing 58 Stonehorse Rd. Osterville,Ma
scale.114"=1'-0" May 17, 2001
qp B'6"
i
I f
r '
• -• 2a6
19'10" 20'2" 6'6"
fnde
6.6" a' 47" 7'," 33" /lOx6/
Ail
Andersen Andersen #2442
#2442zson Narro PS51OR PSS10RD/w a'^ ouble Hung LoUn
x #2442 Kitchen 0
O
a' C Family Room O °
O 6 6
O O O frig. /4x6/ 3 1/2"cant. ,.
filled lolly
benches w/
storage below Garage
#2442 2/6x6/ _
3'arch _
2,.,
IF
3.6" a9^ 5' ;2/6x6/
z' 3'arch up T
2/6x6/ T
closet -
2/6x6/8
a o
3'6"
pen 6'
IF 2'4" up do
#2442 2/6x6/8 3,7„ -
`I eta.Dining Room /l Ox6 z'
Living Room 12,0"
#2442
3'S"
First Floor Plan -
r
Anderson Narrow /6x6/ 4-10" Anderson Narrow Farmer's Porch ' Residence for Mr. &Mrs.R. Glaser -
Ine Double Hung Line Double Hung#2442 3/ 6/8 #2442
58 Stonehorse Rd. Osterville,Ma
x
36" )•6 77" 3'6" 13'6"�►� scale.- 1
1/4u 1 roll May 17, 2001 •^/ .
4' J
40 `
0
t
r �
41 14' 16'10"
3'6" 6.6" 9'6" 6'6" �'6" 6'3"
02442 #2442 Anderson 2/6z6/8 Anderson Anderson garage _
#2442 3 0 #2442 #2442 below
Master Bath 2/4x 6
#2442
O /
s r linens
12'6"
Bed Room
o O Master Bed Room
Finished area above garage
�6'6"' 24'
Anderson
#2442 CIOSet
4/0 bl-fol/d� / 6/ 2/6x6/ �✓��T/) /�
� 2/6x6/8
2.4„ Closet `
"
R ��
Closet 4-s'6" 4 pocket dr. s,'4" 2/6x6/ (}11•,D � n
4/0 bl-fold r ��'1'�'1'�'B'a'�'�� 2/6x6/8 I.VOS
equal0. equal 2/4x6/ linens 3
down
Anderson Anderson
Cl
#2442 #2442 #2432
set
Bed P=m Bed-Rmm 12• ss^
Second Floor Plan
p 14' 2'4" 16'10" 6'6"
Residence for Mr. &Mrs. R. Glaser
Anderson Anderson - Anderson- 58 Stonehorse Rd. Osterville,Ma
#2442 #2442 #2442 2/6x6/8 #2442 #2442
scale:114"=1'-0" May 17, 2001,
6.6 7%...................
7'8" 9�6��
20' 2n,
f
00EM
uu i ®®
Front Elevation
Residence for Mr. &Mrs. R. Glaser
58 Stonehorse Rd. Osterville,Ma
scale:114"=1'-0 May 17, 2001
y
FM
fln.
6W
Deck
fin.ft.
Rear Elevation
Residence for Mr. d Mrs.R. Glaser
58 Stonehorse Rd. Osterville,Ma
- scale:114"=1'-0" May 17, 2001
fin.fl. ul� U
fin.cl .
0000 ooao
0000 0000
FIE:]E:]E:I E:]E:]F—]F--],In
Right Side Elevation
Residence for Mr. &Mrs. R. 61aser
58 5tonehorse Rd. Osterville,Ma -
scale:114"=1'-0" May 17, 2001
a
y.
fin.clg.
6'
fin fl
�46 --5'--- Left Side Elevation
Residence for Mr. d Mrs.R. Glaser
58 Stonehorse Rd. Osterville,Ma
scale:114"=1'-0" May 17, 2001
2x10 Ridge
1x8 collar ties 4' o.c.
2x8 Rafters Note use the followinc
12 1x8 fascia
1 Q 1 x3 soffit
V 1 x5 soffit
1x8 freixe/bd.
1x5 & 1x6 C.B.
1 x8 & 1 x3 rake
r
Note:
attic insulation
min. R30
2x8 @ 16" o.c.
Note:
finished clg. hgt. 8'0"
1st & 2nd floors Garage Note:
Beam 12-35
stud wall insulation clg. joists 2 x 10 @�16"o.c.
min. R11 rafters 2 x 8 @ 16 o.c.
floor insulation
3/4" tongue & groove plywood min. R19
2x10 @ 12" o.c.
2- 2x12 header 1x3 strapping
2x4 studs 1/2" blueboard
1/2" CDX and plaster
Tyvec
White ceddar shingles
3/4" tongue & groove plywood
2x10 @ 12"o.c.
2x6 Sill steel beam grade
size to be determined
alt. 3 2x10's
8" conc. wall
3-1/2" tally
8' high
4" conc. slab
16"x16"x1' deep 2'x2'x1' deep 16"x16"x1' de
coc. footing coc. footing coc. footing
Section
Residence for Mr. & Mrs. R. Glaser
scale 1 /419 = 1 '-0" May 17, 2001
_E7 17I-E; TIV 1\7� 7
36" Max Cover Over System Components
j
• TOP FOUND. EL -A S I
WATER nGHT COVER
INV. EL �13•Z� ,
FLOW LINE -----2' LEVEL---� Total Trench Length —
�o�
Ig11 :N INV. EL. �z.�Jo 3/4" - 1-1/2" Dashed Crushed Stone 2" of 1/29 - 1/2" Peastone
10, MIN. I 42,L� MIN, 6' � Lro°b� T.�
sum
INV. EL. PINV. ELts oR cc
INV. EL •A-L•-I Cn r -- Inv. El, �` o Oo r= o . Oc� r� c ; EI 9 � o
o°s
No. of Trenches 5 2"
1500 GALLON PRECAST REINFORCED CONCRETE SEPTIC TANK No. of 500 Gallon Precast Chambers 3 5' Trench >�dth I-�•z
,
PRECAST REINFORCED CONCRETE 3/4" - 1-1/2" Washed Crus ed Stone
DISTRIBUTION BOX 3/4" - 1-1/2" Y fished Crushed Stone
MIN!!dUTA CONSTRUCTION MATERIALS PER 310CMR 15.226(2)
PROPOSED S.A. S. TRENCH SECTION
INSTALL ON A LEVEL BASE <E�.-3z o 34 S,
TEES SHALL eE CONSTRUCTED OF SCHEDULE 40 PVC AND
SHALL OM,D A Tr4;NI'MUM OF 6" AflOV► THE FLOW LINE MINIMUM WALL THICKNESS — 2"
OF THE SEPTIC TANK- AND BE ON THE CENTERLINE OF THE
SEPTIC TANK LOCATED DIRECTLY UNDER THE CLEAN—OUT MINIMUM INSIDE DIMENSION - 12"
MANHOLE. OUTLET INVERTS SHALL BE EQUAL TO EACH
THE INLET PIPE ELEVATIMI SHALL BE NO LESS THAN 2" NOR OTHER AND AT 2" MINIMUM BELOW INLET INVERT.
MORE THAN 3" ABOVE THE I"IVERT ELEVATION OF THE
OUTLET PIPE. THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX
SHALL ALL HAVE ASBY
THE DISTRIBUTION EQUAL OX TO THETHE HEIGHT OFRMINED THE DISTRIBUTONNG GRAPHIC SCALE
SEPTIC TANK SHALL eE INSTALLED LEVEL AND TRUE TO GRADE LINE INVERT AFTER ALL LINES .NAVE BEEN SEALED IN PLACE.
ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE 20 0 10 20 40 eo
COMPACTED AND ON TO Y.'H!CH SIX INCH'—'S OF CRUSHED STONE AND NON—DEFORMABLE MATERIAL PERMANENTLY FASTEND TO THE n,a o P„
HAS ESN pLACED•TO ENSUE.":: STAFOUTY AND TO PREVENT LINE OR RECONSTRUCTING' THE: LINES UNTIL ALL INVETS ARE OF __ v_ _ e
r Alii nh of ap
LA
SETTLING. EQUAL ELEVATION. Pond "cwE sY�
IN FEET
SE 1 inch = 20 It. �.�tino SEPTIC TANK SHALL HAVE A M!N!MUM COVER OF 9". ( , _
s /J Loc uS Fo T
( Pond "s W?N- p
THREE 20" MANI40LES WITH READILY REMOVABLE IMPEP.MEABLE PLAN VIEW Tow
1 -
COVERS OF DUltAr,!.E MATF_RIAL.SHALL B!: PROVIDED V.1TH ACCESS �ACN a 6
Par
POriTS EEING PLACED AT TR!: C041M AND OV'R THE INLET AND
,�• r , LANPO.' !qO L
OUTLET TEES
THE OUTLET TEE SHALL BE EQUIPPED V1TH GAS BAFFLE. f H
s � •.�
S8 '
< /4V 64 �4,
"
44 45
43 %V
70.79
N84'42'20 .E E 140.00
? Z _
;
40 41 J 1 i i � f sT � MAIN
- GENERAL CONSTRUCTION NOTES 39 1 J 1 J 7g,mse \z ""'rrv;rtE d1 0 % F,as!
, 1r..3°r A v c:.
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 �` �J zO J 11 J I s� Vy
AND THE TOVN OF 'B,_/�CGIJSY,p, RULES AND REGULATIONS FOR 40 \\ �, �— J I !i 35' 30 �\ 27
THE SUBSURFACE DISPOSAL 0 SEWAGE.
AGE.
\ \ f C' 7V P
2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE ACCESSIBLE \ 3°- —� 1'00 1 54 d ' proposed
41 \ , �� �I`� �ti i , � SAS Trench � m
WMHITHIN SIX INCHES OF FINISH GRADE WTH ANY REMAINING ACCESS �' ,' �' , s`� 18 18 _- _-- __-- -
PORTS BROUGHT TO WITHIN TWELVE INCHES OF FINISH GRADE. ti &
0 w 5. S. EXPANSION �\ 46
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHAD. BE CAPABLE OF , , ,' T o4 0 tv -- 4 Proposed Grade
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR V',1THIN 10 °'y` o -_ ---- f
OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN 42 ,' �I 4t(S� 33.5 I --- \♦ ` ' 'cw - ' -44 _
10' OF DRIVES OR PARKING UNLESS NOTED. o ' � � '� �, o o � - Existing Grade
\\ � �� � � .�, ,.� J � r„ ASSESSORS DATA: 142 - 149 & 150
4. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ALL , i �' proposed 27 o i N V�
SITE UTILITIES PRIOR TO ANY EXCAVATION.
I 14 x 24' . . . . . .proposed .'.'•'.'.'.'.'.'.' LOTS 71 & 7,2 REFERENCE, PLAN LAND COURT CASE #18366J
5. SEWER PIPES SHALL BE 4" SCHEDULE 40 PVC LAID AT 0.02 SLOPE. \ ' o
DESIGN DATA: • • • • • • • i
� Dri ve�'Y . ZONWG DISTRICT- RC
43 ` • • • . . . . . . _ . . . . _ 23,826 -L-sq.ft. O VERLA Y DISTRICT. AP
6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE STRUCTURE -�„�r�L��`� 4 �o \ , Garage
MORTARED IN PLACE. TYPE No. BEDROOMS GARBAGE DISPOSAL ' d 8 ♦ f
propose Dn'ellin ♦.� BUILDING SETBACKS-
MORTARED
FLOW < t ¢ ' • , FRONT 20'
d�,,,-y,k o AA 0 CxY b "2,�� ��c2a_D �t�yJ . . . . .
7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FEET PER FOOT. �' 92 SIDE & REAR 10
f f FEdfA DATA: ZONE 'C"
w 44 -= - _ ` FIRdf PANEL- 250001 0016 D
6. f ,
' PANEL REVISED.- JULY 2, 1992
SOIL OBSERVATION DATA Tr _ �� 45
SEPTIC TANK �� ♦ . . . . . . . . — U
use^ ov Crp�o�.i 1 szFLAii 35
P8446 ♦ ` ♦ Util. J�
• ♦ Pole,
LEACHING FACILITY ci1�F + F 13,7 +�3•Z �r 'z�.S t 3Y,5�ec Z,e - \�L 30 ♦ 32$
TEST DATE` HARCH 16 1995 ♦ f
PERFORMED BY ALL CAPE ENGINEERING _ may. o\- A C 4 co A c�Ye -�oY►.L"�T?s�yds. oV`I ♦ ,,_
S- to Plan of Laxad
• 165.00
In
BAORD OF HEALTH MR. BARRY ���F_ �•� �F\:. �1~t�t-N N84.42 0 F 44 _
_ -rnc,� vl,�rN 13� �Rt<cAS; GNAN�RG�.L • ' `' - --- ------------ Os t erville, Massachusetts
PERC RATE FOUND. <2 HIN/INCH __---=j-`--- --
___ _ Depicting The Proposed
a vemen.T--- ---------el C Tg- R
t^
El 45.0 " El. 45.0
0 0" �� �^-� ---------------------------------------- :� Scale: 1 20 Date: fay 22, 2001
18" T & S 18" 1 ---- ----------------- Prepared B3�
T & S Stephen J. Doyle And Associates
(� - __---
;� 42 Canterbury Lane, E. Falmouth, HA 02536
Pere 42� -----------------
BM.- EL 45.87' �atH OFAJ.4ra' Telephone. 5081540--2534
LfED. TOP HM SPINDLE '� gEG%SIER£p icy
DATU
dfED. SAND M NGVD �`a� #�3d STE J.
v-,s j- o -T31 O C .�-�
SA14'D Jy � �e�, � tTDYLE
Note: Should soils be encountered during installation of sewage system the are
not consistent with soil logs,contact the designer and/or your local Health Department No. 37559
before proceeding. (Aa 4 191 t� �N S R�
156" no ground water frsro�. ''►�� ,D� za-o �
El. 32.0' encountered
N0. DATE DESCRIPTION 8Y