HomeMy WebLinkAbout0193 PINELEIGH PATH - Health 4 A= 071-001-009
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4" 193 TOWN OF BARNSTABLE
LOCATION LJ-�- , cl to Pi!t P L& $ SEWAGE #
VILLAGE_, } /ASSESSOR'S MAP & LOT [ . #
INSTALLER'S NAME&PHONE NO. ✓ (,�[ J �✓� C�
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) (size)
NO.OF BEDROOMS__
BUILDER OR OWNER
PERMTTDATE: __�4 L� G COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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
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No. -3a' Fee 7THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
01pplication for Miopont *p5tem Con.5trurtton VCrmit
Application is hereby made for a Permit to Construct( '' )or Repair( )an On-site Sewage Disposal System at:
Location Addre or Lot No. Owner's Name,Address and Tel.No.
I►JEl1.IGl>4 PKN
D S`�2 ZS
taller Name,Address,and Tel.No. Designer's Name,Addres and Tel.No.
�C
l 'BTEz- °Fr �'K
�Uev� T-
M),1uC.
J_ a Osl MtAc.e S . 026,ss, AZb-g13I
Type of Building: /
Dwelling No.of Bedrooms�_ Garbage Grinder( V)
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 6410 gallons per day. Calculated daily flow gallons.
Plan Date 0NE 11 .0Q6, Number of sheets Revision Date
Title t0-1- A9J 014 0 S 2�- (-v�St� t�l?� + SIL-VIA- 6-SSoC_jATjGS ScAQ3; (1S
5k)T6►Z.,i Nq E wc—
Description of Soil
( �-lD CLL=AN ML--bID� SAw:>
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 o the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued b thi oar of Health.
Signed 8 Date
Application Approved by
Application Disapproved for th Ro Ilowing reasons
Permit No. Date Issued
———————————————————————————————————————
1 � � ..' +S..vwwn. p:.„ -.. c irs'a" + l,. J/1�q. y..>". .,,., „•rA..r'7. -y,.,...:.,,}t.. t.t.,„ / ,.a.., ... ,,.�
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No. j.: f1"tzt�r ( .� ( Fee
4 " THE COMMONWEALTH OF MASSACHUSETTS
7331 AFUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
( , pplication for Mig aal *patent Con5tructiou Permit.
Application is hereby made for a Permit to Construct('' )or Repair( )an On-site Sewage Disposal System at:
Location Addre,s�or Lot No. Owner's Name,Address and Tel.No.
LOT ia& (�IQ6LC_16k Ps,T14
D STeL 14 A9R-0ZC
71ler's Name,Address,and Tel.No. Designer's Name,Addres and Tel.No.
.�, kJ,lu4_Q:,A Ul1M I317— MAIN ST
J. c� t �'/• D Ic.t6 4 02lcSS 4Z5g131
Type of Building.-
Dwelling No. of Bedrooms(0 Garbage Grinder
Other Type of Building No:of Persons Showers( ) Cafeteria( )
Other Fixtures ',
Design Flow 0 gallons pe?day. Calculated daily flow gallons.
Plan Date 30WE Number of sheets ( Revision Date
Title A1J t►J o 5 en2S (�ot,St��1� -� 51t.Vl./► I sSourar�S �� ° : as o
Description.of Soil
CLE-AA AVC9,.)►ywl. St,ua
Nature of Repairs or Alterations(Answer when applicable) !
Date last inspected:
Agreement: i
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 o the Environmental Code and notrto place the system in operation until a Certif-�
cate of Compliance has been isAied b hi oaz of Health.
Signed Date
Application Approved by
Application Disapproved for th following reasons
Permit No. `)'G Date Issued
- 'tea.
THE COMMONWEALTH OF MASSACHUSETTS {
PUBLIC HEALTH DIVISION'-,BARNSTABLE, MASSACHUSETTS "
(Certificate of Compliance �
THIS IS TO CERTIFY,that the On-site Sewage Disposal System installed( )or repaired/replaced( )on
by for
as L a l 1 2 ,J ?d t_ has been constructed in accordance
with the provisions of Title 5 and the for Dispollal System Construction Permit No. 2, dated
Use of this system is conditioned on compliance with the provisions set forth below: t
U
No. _ Fee Ion !
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE. MASSACHUSETTS
Mi5potal *pgtent Construction Permit
Permission is hereby granted to
to construct( )repair( )an On-site Sewage System located at
CE
and as described in the,,abdvA'pplication for Disposal System Construction Permit.The applicant recognizes his/her duty to
comply with Title S and;f,,e.following local provisions or special conditions.
All'co struction mus, 'be mpleted within two.years of the date below.
t d
Date: � '� ���� Approved by _
DISTINCTIVE HOME DESIGNS
P.O.BOX 192
OSTERVILLE,MA 02655
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LOCATION i 2� -n
t, T&Al i . SEWAGE #
VILLAGE___,,)_, ASSESSOR'S MAP .. LOT 0
INSTALLER'S NAME 8c PHONE NO. J l (. � lc .Z.✓A L:
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) r t �c,�. - (size)
NO.OF BEDROOMS
BUILDER OR OWNER
PERMIT DATE: 4 t ' �G COMPLIANCE DATE: . 1- Z 9:—
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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
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Distinctive Nomes . e �E �.-;rc,� .
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DE5ISMIIDINOASOOKES U Z
508428M-% itJsMgb#4Fmmlyd06*cdwK."Deep t00.9 DATE
PO BOX I OSTEM9 MA.02655 Associ Woe obt The dtip pro .l reserns on dshm MY ose,nurse, _
� � dslloY.npromcXona sek nftlJs Am,ing sidwut d¢nprcss wiMn � Z
. - sroesemdMe desiyurb F*ft FwNted ... REVISED
-5-' GspyHght 2003 - ,
l.iT.kfMN&Cos.
.. GENERAL NOTES NEW CONSTRUCTION ..
ALL CONSTRUCTION shall conform to the current—dard building code in the .. --F4v�iSItt4G�++yST"+IwSE _ _ / o. _-_.._ __..._...... ._ ... _'
7, I CGwDt7ER:t�F.�yOP+WEOVE-2
town where the consuvction shall take qND ROOF 5,-e • �Ev�1L •_6 8.1?Ik7i0 Oo J I\
plea'
'Tcsfl.6lL C_iT9lY1 / .. as Wg0P,tPC- �NCa,-
FRAIk�JO.Sub•fleor plywood is to be glued end vaBed per lowland state code. .� - � �. .. R)3ian0�'=A'=1ob SAP+ ._I��N,L6�G5 Ngia.,S�r:
Where Joist spans are in access of 10 feet,wood or metal bridging shall be used to
reinforce the floor system. -
. Care.shall be taken to double or triple as necessary,the floor joists at locations • " �'"'�`� .. \ ._ H—--'
shown on the plans and my location below load bearing walls.Use dedicated joists A` '�:B_¢+.e.!!,•w'.Ho¢;P.T.'-' r _ y- I I_)_:'.
. ..._V.EfJ.!'Ej::lr-1l'IH'.'EkYr_1 tl .RtN \ --I -
.. or blocking at poirts where fast and sCCond Boor walls fall hetwao parallel joists. _ ..
THE BUILDER shall v all dimensions•notes,measurements of o
errfy lough penrngs 'IAl�''•4QFSF.AH�•0?'.TDeiC-bSRL�''.' .' :$_bS'�iDFp:1tiJMN5LDT. _--_..... .. ... ...............
for windows and doors and ver all site maditioos Please notify the desi�er of exwvu ID190GANY DECKING ON P.T. SLEEPERS OVER RU ER RB ROOFING
��
ify
. my discepamies prior to beginning Construction- _ OVER i'• T6 PLYNOOD, (ENTMrOR,GRADE),OVER TAPERED 2XSa(1/6"P_F.)
D .
THE DESIGNER is available to assist the builder with my questions.Call the hU.7nte+oi�.5c¢e�+5 A .. ._- t 9•x4, f$s2i .... f1AWN BY- phone number on this plea- 0=ua'vrMCTvv�DEl ,. , �J-c�C•,�+�
hascsu�szs�xrtra�eS. ��-�aK.wSfl YP RA/L_ I�
.. ._--P stzr-:::A('�2i+x'r6'-vo 06 ?,c4 SNnPaD evrrJ,.a.R.•>u.i_ G
1: = ---- ]�,ttsiN�i• SECOND FLO -----
b• --'---- OR PLAN:
'_*'%F1vG4tkitrtg Fi t5tr DECK FRAMING.
— —�
�. 8:RRt•'n6R 64$E:tiMTiES- -- .. _.- U, ,
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- EXISTING - -- —
' ADDITION FRAMING SECTIO
BUILDER: TO COORDS'lIIaTE TOP OF FOUNDATION GRADE, TO-ASSURE THE. ...
FDHISEED FLOORS OF NEST.6 EXISTING FLOORS ALIGN PERPECTLY- LEFT ELEVATION -. - .. ... - --- - - _
i I RIGHT ELEVATION:
i Cznri��t=east;8oktw(• I ' _.�MN.frN_ErISSS lM6rf?1G2F�+%�6NT5 .__- ..._._. - .
6 PIN N/id naR 8M1XY PO E7QSSIIiG
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SECOND.FLOOR PLAN �r�'r FOUNDATION PLAN.......
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R�o�E sr 12 TOTAL UNITS 1 STARTER,1 END, & 10 INTERMEDIATES. COVERS LOCATED TO WITHIN TEST HOLE
LITTLE 330S �• 3301 3-'OS
12 OF F.G. JUNE 13,1989
F.F. ELEV. = 25.16 -- BAXTER & NYE INC.
ISLAND 7.5' 6.25 7.5' P-7331
F.c.- 23 t
--' �-� ELEV.- 24.0
TOP OF F.G.-22.5 ELEV. = 23.5'
FOUI 20DO DAL
GRAND INV. = 2 cFARTIiEI�IT Q -= SUB SOIL
LEACHING CHAMBERS
ISLAND 20.5 INV. - 4 _
LOCUS L -� 20.3 SEP11c TANK iNv. „ �31�t T S;�EWLE ;� & 1L5AMY SAND
DIST. 40 P.Y.C.
Q WEST I- 77'-6" H-20 LOAD 20.1 INV. =19.9 Box
EE
BAY 84.00' SEE DOTES °...P,..*. INV. -19.7 INV. a t9.5 O O O O a s O O O O a O
i,€i4l,P
U PLAN10.Dp• . sue 0 0 o a o 0 0 0 o a a o -4 PERC TEST
MEW MIN. o 0 0 0 0 0 o 10 0
$ SCALE: 1" = 20' BOTTOM ELEV. EL = 17.5
LOCUS MAP CLEAN
SCALE 1 : c5,000
MEDIUM
ASSESSORS I SAND
MAP 71 PARCEL 1 -9 PROFILE
C.B. LOT 197 NO SCALE
22.4
L-j-10.5 NO WATER
S86'50'25-E EL. = 13.0'
I x 22.8 23.1
Jl 1.�5 x 23 2 PERC. RATE 1" IN 2 MIN. OR LESS
\ PROPOSED S`�T}C SYSTEM 23.1 C.B. BENCHMARK = 24.1 CLASS I SOIL-
21.07' DIST. 84.00' o 2�'t " 23.8 ZONE
1 Box .
24 P,ESIDENCE F-1
LOT 196
t U
24.00' I 12' MINIMMS
}
43,561 s.f. ,i I c!, K \ + AREA = 43,560 S.F.
f FRONTAGE = 20'
_EXPANSION WAS 12' I WIDTH = 125'
PLAN REFERENCE: L.C.C. 1535 --4-127 ' - -
FRONT SETBACK - 30'
J / i
l j 2.00' /
Z.QO' i o l v, i, _� -_ SIDE SETBACKS = 15'
Li i
o� MIN. � ! � � REAR SETBACK 15'
BUILDING HEIGHT = 30'
\ 14.50 x 23.5 I
Z \ x 23.2 1 PROPOSED DRIVE
_ - (OR 2.5 STORIES IF LESS)
3
34.50' ; PROPOSED
c x 2 5
x 23.5
j \ i CLEAN OUT PIPE
x 21.8 r PROPOSED ti T-i'S SET FLUSH
POOL o n� K \ TO'FINISH GRADE I
PROPOSED WATER � � � �FACIFD FILL
j � lfsssssssvrss� •l44C4BO07v PEASTONE
I c4.0o I R 9 7 7•�'±'!7• c s v E'{Y 7 9 v♦
♦7r�PVRt♦ ♦ssssses 3/4' TO 1 1/2 '
' sysesersOssssyss•sasvaysv vvvsevv ��GARAGEo v i�i v ♦a t P v o WASHED STONE
�50
,gym
5;
t 34.50 52
r I 22.9 tND SECS JN
34.50 \ 29.50' 1i4.6' ` T N 0 SCALE
�3.1L_ /
C.B.
I
x 23.2 I
C.B
2 2.00' CD3 a~- cq
R u7
x 22.1 291.79' � -� � �
x 2.3
S88-0128"E - II
LOT 1�95 C.B.
PLOT PLAN
22.5 1 N
1
PLAN ( OYSTER HARBORS)
SCALE: 1" = 20' �°� BARN TABLE MASS .
IMR
SULLNMI
NOTES NO.29733 F 0 R
---- CIVIL
1� FOR ALL ASPECTS OF THE SEPTIC SYSTEM THE CONTRACTORCULTEC LEACHING CHAMBER DESIGN �° �r �
� �''m4
SHALL COMPLY WITH ALL GOVERNING CODES AND REGULATIONS. RECHARGER 33OR DESIGN DATA ` � ' SfLVlA & SiLVlA ASSOCIATES
IN PARTICULAR 310CMR 15.000 THE STATE ENVIRONMENTAL CODE TITLE 5, 0
THE TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS PART \III: ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED SINGLE FAMILY- 6 BEDROOMS
ON-SITE SEWAGE DISPOSAL REGULATIONS AND THE BOARD OF HEALTH WITH CAPPED ENDS WITH GARBAGE GRINDER S ALE: AS NOTED DATE: JUNE 11 ,1996
RECOMMENDATIONS FOR ACCEPTED PRACTICE. USE 1 - 4' DISTRIBUTION LINE IN 12 LEACHING CHAMBERS
O2 TWO COMPARTMENT TANK REQUIRES 2 WEEKS OF LEAD TIME IN A 12'X 84' WASHED STONE FIELD AS SHOWN DAILY FLOW = 110 X 6 = 660 G.P.D. �,��°F BAXTER & NYE INC,
LEACHING AREA REQUIRED
TO ORDER FROM SUPPLIER. SEPTIC TANK 660 X 200% = 1320 ? F REGIS I ERED LAND SURVEYORS
( 3 THE FIRST COMPARTMENT SHALL BE SIZED FOR 1320 GALLONS MIN. CIVIL ENGINEERS
660 G.P.D./.74 = 892 S.F.+ 50% = 1338 S.F. . '.._.. 1JSE 2000 GAL-2--COMPARTMENT SEPTP_TC il.k: - __ --- _ ,�
J THE SECOND COMPARTMENT..,SHALL BE SIZED FL�R F60 GALLnNc k!!A _-- - ate- . �� - _ __ __. ._._. ❑S T E R V I L L E MASS,
CE WITH 31OLMR 15.224 MULTIPLE COMPARTMENT TANKS. 1(tf4+ 11} X 1 - 384 S.F, SIDEWALL AREA H-20 LOAD CAPACITY y 4Eo
I ALL IN ACCORDANCE
TWO TANKS IN SERIES MAY BE SUBSTITUTED SUCH THAT THE FIRST TANK (12 X 84) = 1008 S.F. BOTTOM AREA SEE NOTE #2t 3 ""
IS 1500 GALLONS & THE SECOND TANK IS 1000 GALLONS AS PER 15:225.
1392 S.F. TOTAL PROVIDED #96073-12
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