HomeMy WebLinkAbout0201 OLDHAM ROAD - Health u.
201 Oldham Road
A= 144-034
Osterville
C"
it
0
I
No.
V (3`1 s i Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
applitation for MispoBal 6pstem Construction Permit
Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. oL 0 1 0 Lb F44M ROAb Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel 17q 0 3 *Of Q � M 5 V
In taHer's Name,Address,and Tel.No. 5&9��171 �17 Designer's Name,Address,and Tel.No. 50$P-73-OS 1-1
�4_�l b E r:JrC_1ZP4 t s6_5 ac ENez r 0eS L--4 %j6r
l GO 0 � i4W E� 2 -F
Type of Building:
Dwelling No.of Bedrooms Lot Size ()(Qj)t sq.ft. Garbage Grinder( )
Other Type of Building$t —No.of Persons Showers( ) Cafeteria( )
Other Fixtures /64,io
Design Flow(min.required) 330 V6�.�ITLE Y gpd Design flow provided 3�q , gpd
Plan Date Number of sheets Revision Date
Title a( 6i_bt4Am R hAl> 65TE�01, -
Size of Septic Tank ( O Q Type of S.A.S. A 500 C-A6(-L.LQiJ 094(:W &,
Description of Soil ( Er)
Nature of Repairs or Alterations(Answer when applicable)
-rb m eyv W -a0 -BOK -M a 5DO-44. ox) $i-;Lo L�i4 c�1�, c,�64tcc s
Date last inspected:
Agreement: -
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Heal
Signed Date 5'oZQ(�
Application Approved by / Date
Application Disapproved by Date
for the following reasons
Permit No. �7.Q (� (rf /�� Date Issuep .
No. �� «�r M1�& -- ' �, Fee too ,
THE COMM0N.W.E4,LTH;OF MASSACHUSETTS Entered in computer.
„-,,-_ Yes
PUBLIC HEALTH DIVISION -TOWR-OF BARNSTABLE, MASSACHUSETTS
ftpiication for Disposal �&pstrm Construction Vermit
Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. A 0( O Lb A A M R OA ib Owner's Name,Address,and Tel.No.
6S7MVtLk& Ke4N45T+ & VAT'tFL66-�J M cx�.s4h1
Assessor's Map/Parcel / q )3 90( QCJ-) AM 5 V
Installer-'s Name,Address,and Tel.No. 50$- q'1'7" $�s 7 7 Designer's Name,Address,and Tel.No. 508-a73.OS-17
I ,A&PLZIILADE t5WT6�PK(s6s u.<- aTc Ekx�;/,Jee-ve.aYJ6r � , ,
j . Type of Building:
Dwelling No.of Bedrooms -� Lot Size 1 sq.ft. Garbage Grinder( )
r - -
Other Type of Building J2E$t D 63tZrjh4,(_ -No.of Persons Showers( ) Cafeteria( )
Other Fixtures 44 1 )
Design Flow(min.required) 330 PR_ iA•*I E Y gpd Design flow provided 3 qg . gpd
Plan Date Number of sheets Revision Date
Title :a )( O aZd`Ei4 M, 9 6A1;� 135�7'�7 V CC_ - --
Size of Septic Tank 060 Type of S.A.S. 500 l30((-G.00 iJCx
Description of Soil iVl " -- C d Aa S F_ t544 5 (9 G 1..41 C-At-j
Nature of Repairs or Alterations(Answer when applicable) U!S [S7( ! ( C,UdU 5G74 1['
(S (G"tiX .
c Nj iEy i H -cio D- o)< -M A S( p 6gwl o ) fk";t U GL�14Q� l t.�G G�d4lL(cw5
41 •n1� S Tfl IJ� ��Z3i2_dVR,�e
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� Healt
" Signed , Date
Application Approved;by L Date
Application Disapproved by l"i Date
for the following reasons
Permit No. Date Issu
x
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certifirate of Compliance
r
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(X) Upgraded( )
Abandoned( )by CA•PGk)ME ��'Z�lQ L,U—_
at s;te)(_ LD iV{ jZ04 667-,9kV lL kj has been con ructed in accoJJ•da ce
with the provisions of Title 5 and the for Disposal System Construction Permit No tJ� -jtTdaled
?
�APG"wI M
Installer EilJ7i��2pf2f$ L(C Designer SG mr
#bedrooms p� Approved design-flow 3,30 M l l) P_i12 "I^I{tC.E gpd
The issuance of this permit shall no be c ns rued as function
a guarantee that the system will fction as-designed.
Date Inspector 1 J/ i�I � J
C� 1 No. r Fee t U f , .
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
�is�osaC �pstem �onstrurtion �err�tit
Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon( )
System located at 9 0 ( 0(,1)t4 A it F,n,4 b
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 ( �j Approved by V�_ iM L ,C 4
10111/07/2013 02:52 5082780367 404u'" r . vvii vv
.Town.of Barnstable
1° Regulatory Services
Thomas F.Geiler,Director
B„OWARM : "Public Health Division
's 9. .`� Thomas McKean,Director
Esc�
200 Main Street, Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Date: 11 "�^ Sewage Permit#'�7Q`t 3" `(Ze1 Assessor's Map/Parcel 1 yy 3y
Installer&Designer Certification Form
Designer: eeccrn5 , TvnC. Installer: Ga(�ew;d� �rtE�Pc�ses
Address: 2854 Uae.herry 4'�nw_ y Address: � � ^�►tic�.wc� ( 5>—
Erik WGrG\nrm t1A 0208 INL�h ta�e� /►'i a 02.4�-L5
so6•473-6377
On 13 e t A-c- eAlrh-ill was issued a permit to install a
(date). (installer)
septic system at 2-01 0`d n c-m *Oa d: based on a design drawn by
(address)
,SC - Engznezrtn,) ,71�nc_ dated Nov, 2 I' 2013
(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. Stripout (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. Stripout(if required) ected and the soils
were found satisfactory.
CJOHN L ,
HuRCHILL y
(1 ler's S.ignat ivit
4190
esigner s Signature (Affix Deg Here)
P ASE RETURN TO ARNSTABLE PUBLIC HEAL DIVISION. CERTIFICATE
OF COMPLIANCE 'WILL NOT BE ISSUED UNTIL BOTH THIS FO AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
gAoffice formAdesigneroertification form.doc
TOWN OF BARNSTABLE
LOCATION,20 l 016t hCAwo KCJ SEWAGE# 3 ��
VILLAGE Q5*,o-y11' lie, ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. Ga p er w s 4e E 9f rtS LC• ,U f7'M7
SEPTIC TANK CAPACITY y
LEACHING FACILITY.(type) �, 6a r ch&ri� 3 1 (size) .d�X
hid
NO.OF BEDROOMS pZ
OWNER?enof-f aa✓k-,t /<g4hI<�en So ttG a1'9
PERMIT DATE: COMPLIANCE DATE:
Separation Distance Between the. s� Gt►nc(waf e�
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility dosermd a+ la r.' Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) X11A Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) ✓ Feet
FURNISHEDBY C��Pt%GUtE�� GiUZ-f ��QIS
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LOCATION SEWAGE PERMIT
y Q
VILLAGE
INSTA LLER'S NAME i ADDRESS
0UILDEIt OR OWNER
Po III
DATE PERMIT ISSUED
DATE COMPLIANCE ISSUED
l:
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Town of Barns fable P#
Department of Regulatory Services
Public Health Division
Date
A ra39 �� 200 Main Street,Hyannis MA 02601 "
Date Scheduled CTlttie a+� ' Pee Pd.
Soil Suitability Assessment for Sew#ke DI 4s
Performed By: ["f(Gyl_( P17Vlea(-ej , C`J Ta GSC � ��
Witnessed By:
LOCATION& GENERAL,INEORMAT'ION
Location Address Owner's Name KWA)---w
ao r p c.1)HAA4 POA6 a
Address d LOhty C
Assessor's Map/Parcel: 1 034
Engineer's Name
NEW CONSTRUCTION REPAIR . Telephone# Sc `t.7 3c 'E'Vae�r 15
l•.. i
Land Use 5«Je Slopes( )
509-273-0377
uracetock Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft
Drainage Way ft Property Line 7jU ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locale wetlands in proximity to holes)
'Parent material(geologic) 60 'J 5� Depth to Bedrock
Depth to Groundwater. Standing Water in Hole: Weeping from Pit RitCe r
Estimated Seasonal High Groundwater 7 12 G+ bSs
DET'EltARNAT'ION FOR SEASONAL HIICH WATER TABL E
Method Used: _T>iecA--R(a Uafe,,j
Depth Observed standing in ohs.hole: 7 12 6, In, Dept}t to 5011 mottles:
Depth to weeping from side of obs.hole: In, Groundwater Adjustment \ ft.
Index Well# Reading Date: Index Well level Adj.factor Ar�.Groundwater level
PERCOL,AT'I0N TEST Date 16-21-13 Thne i0a4H
Observation
Hole# Time at 4"
Depth of Pere Time at 6"
Start Pre-soak Time @ 10.16 eeo — Time(9"-6")
End Pre-soak. 10:.2+ am
Rate Min./Inch L Z
Site Suitability Assessment Site Passed 7e3 Site Failed: Additional Testing Needed(Y/N) ~
Original: Public Health Division Observation Hole Data To Be Completed on Back-----------
***If percolation testis to be conducted within 100' of wetland,you must first notify the.
l Barnstable Conservation Division at least one (1) week prior to beginning.
f Q:\.SEPT[CIPERCFORM.DOC
DEEP-OBSERVATION BOLE LOG Hale# ( 7—
Depth from Soil Horizon Soil Texture .Stiil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Slones;Boulders.
onsistency,`%Oravell
FM
A 4114 S
51b l
3b-I2b �2N,,LS�6 _j� bl6 /tore
2
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders.
-- onsisten % ravel
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munseli) Mottling (Structure,Stones,Boulders.
Con i to c O c
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Sol] Other
Surface(in.) (USDA) (Munseli) Mottling (Structure,Stones,Boulders.
consistency, 6 a
a
Flood Insurance Rate Map.
Above 500 year flood boundary No— Yes _
Within 500 year boundary No K Yes
Within 100 year flood boundary NI—Z Yes
Depth of Naturally Occurring Pervious Material
Does at least four feat of naturally occurring pervious material exist in all areas obset ved throughout the
area proposed for the soil absorption system? ��5
If not, what is the depth of naturally occurring pervious material?
Celftification
I certify that on A �7'f y (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
the required training,expertise and experie described in 10 CMR 15.017.
Signature Date
QASEPTIC\PERCFORM.DOC.
ONTO.
THE*COMMbNWEALTH OF mkssACHustTTs
BOARD OF. HE . T
...............t9..6��..IV........OF.
AppUration for Mspo i al Marks Tonotrnrtinn Prrmit
Application is hereby made for a Permit to Construct Wr000lrr Repair ( ) an ndividual Sewage Disposal
System at
........... L.M....... *:........... .... . . .. ....*.
�/�o,� Loca i.n-Ad t Nqr.
!.-�ir .....(L....f!'-!eXr. �P.1�.�... ..JN' .......----. ye____ ._...td•l C-.- - !t'-• !/ CT����
fff�� �/ caner ess
A4
W }_ /y ..................••-•--•---•-•--•--------- . <=<�/ ..Q�d /..°'Ll.,l. ....
Installer Address
Type of Building Size feet
Dwelling—No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( )
04 Other—Type of Building ...4l.a.W..�..... No. of persons............................ Showers ( ) — Cafeteria ( )
Q' Other fixtures •----• �' ° .-------------------- .•.
W Design Flow.._.....��3 ............................gallons per person per day. Total daily flow............Z*2,4...............gallons.
WSeptic Tank—Liquid capacity° tdlons Length................ Width........---.---. Diameter-------..---.---.Depth................
x Disposal Trench—No...............:... Width..............�...�,Total Length.................... Total leaching area....................s .
Seepage Pit No-----AQ....-�/�13.€meter.........LvA tllp 12�W ......!�,'AFTotal leaching area.. ...... `
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by.......................................................................... Date........................................
aTest Pit No. 1:!..............minutes per inch Depth of Test Pit.................... Depth to ground water.....................--.
fi Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water......--............--..
r -
-
Description of Soil......
P
(�
W ••---•--•-•--•----------------------------------•------------•.....----•-..........--•-••--••-•-•...----•--•-•••-------------------••--•------•--------•-----••••--------•-•............................
UNature of Repairs or Alterations—Answer when applicable-------.......................................................-..!.............................
-•------------------•-------•-------•-•-------•-••-•----•--•------------•-----------••----------•-------.......----------------------------------------•-------------------------......................
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issued by the board of hea th_
__Z
..t
ate
Application Approved By..... .........
......
.. / = 7 '
Date
Application Disapproved for the following reasons:...............................................................................................................
.......---•------------------------••-------•------•-----.......-------•-------------------....--•----•--•••-------------------------------•--------•-•-----•-------•--••-••--••-----•-••--•--•.........
Date
Permit No....................................................... Issued.---• :
Date
i
No --.. ': .. Fl:s.............................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
AvOration for :Mapagal Worko Toutifrnrtion pamit
Application is hereby made for a Permit to Construct (%) or Repair ( ") an Individual Sewage Disposal
- System
� iljL � 1
Lotion-Address rr or Lot No-.
�
Location ss f
lr� .�✓ S �1.�` c•t_. c,F t�G ............ :S S c� h�0, I!T t%'e�✓,l//.�f�'S
--
f 'Owner 1 7� Address/
lei!J r ! , f ry l fl
a ..................••----••--...
Installer Address - +�
d Type of Building Size Lot.'.5!_�'._.` :.......Sq. feet
U •2
Dwelling—No. of Bedrooms___.........................................Expansion Attic ( ) .Garbage Grinder ( )
aOther—Type of Building _L._.r '�`_. _.__._ No. of persons____________________________ Showers ( ` ) Cafeteria ( )
Otherfixtures -----//° ' '------------------------------------------------------------------------•---------•-------•............................
W Design Flaw_______ .................................gallons per person per day. Total daily flow.__..__.___-�� _- '_...............gallons.
W x Septic Tank—Liquid ca acitY'--2-1 f-`gallons Length................ Width................ Diameter_______________- De th--__-__---_•-__.
Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area..------------------sq. ft.
Seepage Pit No....................fDiarheter.._.___.._.=--_..___ Deptli below inlet_.___._.:....:...:Total leaching area .....: .__...sq.`ft:
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water_._._._______........_..
Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
R+' -' ..............•---• .....................•--•'-••--•-•-----•-•----•-••-•--....-•••...--•-.....--
O Description of Soil..__;;?-._ � ..._..:
/. r: ��t
_a G' [..-f ..
W -
W .....................................................................................................................•-......._..__.._..........._....--------•---............._..........-----...__....
UNature of Repairs or Alterations—Answer when applicable._-_________________________•--_..-_----____________--_--__________-•---------------•-••---•---.
-•..............................................•-----......------------------------..........-•••••-------•--•-•--•-----••---•-----•-•---•-•-••--•-••----•----------------------------•----•--.--------
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance.with
the provisions of TITI,;• 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issued by the board of health.
Signed---------••---•--•.....e-- ...................................................
.--- -- /1.........f-......_...-•--- -•---�' --- � j
�. ��t! 'r%t.�---•" r ate
Application Approved BY ..................:..............•-•-•...........----•- ---••--•----•. /-7!...71"----
Date
Application Disapproved for the following reasons:..................................... -------------------------------------
---------------
-----------
--------
-
----------------------------------------•-•--•----••---------...-•----------------..................._••---••--•--------•- ----------------------------------------------------------------------------
Date
PermitNo......................................................... Issued..............................................
Date
f
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
................. ....P� .........OF..... .. ...................f..................................................
Tnrtifiratr of Tompliane ! —'_"
THINS TO CERTIFY;}-That the Individual Sewage Disposal System constructed ( ) or Repaired ( )
b .... h l . r Vie_ .. ----- ------------------------------------•......
•------------
y
+ i Installer -1-
at...................... Q---.------ � `i..` -�.. ....... ...................................................
has been installed in accordance with the provisions of T T. r of e State Sanitary Code as described in the
application for Disposal Works Construction Permit No--- rlltl.... �49________... dated_ _ -__ : .______________
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
A
SYSTEM WILL FUNCTION SATISFACTORY.
DATE.................................................. .......................... Inspector.....................................................................................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
1
N(0 _p
..:.. ......... FEE .....................
��1- (,,nrk����nn�frnr�uorn �erntit
Permission is-hereby granted---•-_ _ f:_.11_.�..,. . F 1 —". ---••----------------------•------------------------------------•---- ...............--.....
30 Construct j(�) or Repair ( ) an Individual/Sewage Disposal'..System /1
at No. f' o .
- -----...---• f.........................I ------
Stre
as shown on the application for Disposal Works Construction Per o.--- :_._'({./__ ed.. '1%". ............
y DATE 7 Board of Health
... ----•-••-------------------------------------------
FORM 1255 HOBBS & WARREN, INC., PUBLISHERS
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AsBuilt _ Page 1 of 1
L O CAT ION # o110 J S E W A G E PE RMIT 1�:^
VILLAGE
INSTALLER'S NAME A ADDRESS
'R UILDE R OR OWNER
DATE PERMIT ISSUED
DATE COMPLIANCE ISSUED
Fj
http://issgl2/intranet/propdata/prebuilt.aspx?mappar=144034&seq=1 9/13/2013
PROP.VENT WITH CHARCOAL FILTER TO ABOVE GRADE
T.O.F. EL.= 27.7'± FINISH GRADE OVER D-BOX= 26.5'± FINISH GRADE OVER CHAMBERS = 25,5' - 26.5' ! GENERAL NOTES
SLOPE @ 2% MIN. OVER SYSTEM - 3/4"TO 1-1/2" DOUBLE WASHED
PROVIDE EXTENSION RISER STONE TO CROWN OF PIPE I
WITH COVER OVER INLET& REMOVABLE WATER-TIGHT COVER OVER 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION
OUTLET TO WITHIN 6"OF F.G. RISER TO WITHIN 6"OF FINISHED GRADE 4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
FINISH GRADE , MIN SLOPE 1% BOX TO F.G. (SEE NOTE#21) N OF G T XTI DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES.
@ FND. EL.= 26•0± F.G. OVER TANK EL. = 25,7± 5 DIA. OUTLET(S)_ _ STONE OR GEOTEXTILE FILTER FABRIC
- -�-_ -- - - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
PLACE RISERS ON ALL DESIGN ENGINEER.
Lr PROPOSED 4" 9"MIN. TOP OF SAS= 23.70 CHAMBERS WITH
/EXISTING 4" PVC SEWER PIPE 36"MAX. 22,70' 36"MAX. 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
/ SEWER PIPE --��� INLET PIPES TO 6"OF
BREAKOUT EL= 23.20 FINISHED GRADE SYSTEM UNLESS OTHERWISE NOTED.
6"3" 3" DROP MAX " L - 5J2�� 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
2 DROP MIN 3 9 MIN.SLOPE 01% PROVIDE WATERTIGHT o o ELEVATION =23.20' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A
10" PVC IN FROM JOINTS TYP. o ��� 040 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF
14" *23 6'I" E4"
EPTIC TANK 4" PVC OUT TO Q 0 0 0 o 0 0 Q THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
CONTRACTOR TO PROVIDE O LEACHING FACILITY o0 00 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
SPECIFIED DROP BETWEEN " " oo
INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL 23.001 MIN. 6 22,83, 2' oo 0 0 0 o0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
SHALL VERIFY SIZE 48" VERIFY CONDITION OF OUTLET TEE op oC> 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
AND
CONDITION
OF ID GAS BAFFLE 6"CRUSHED STONE °° o00 oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
IDI
EXISTING C AN REPLACE AS 01 S OVER MECHANICALLY o0 00 0 CD NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
TANK NECESSARY i ! 5 8.5'(TYP)
COMPACTED BASE 4.0' 4.0' 4.0'I 4 0, AND DESIGN ENGINEER.
OUTLET DISTRIBUTION BOX (TMP.) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 26.00,
TO BE INSTALLED ON A LEVEL STABLE 25.0' ESTABLISHED ON A MAGNAIL IN ROAD AS SHOWN ON PLAN.
BASE. FIRST TWO FEET OF OUTLET , GROUND WATER ELEV.= < 15.50' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 20.70 12.83' THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
2 - 500 GALLON H-20 CHAMBERS 5' MIN. CHAMBER END VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
CROSS SECTION VIEW SEPTIC TANK PROFILE H-20 DISTRIBUTION BOX DETAIL TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER.
*CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR H-20 CHAMBER DETAILS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
TO ANY WORK & NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE
,.
11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
} k �' TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
PERC NO. 14156 APPROPRIATE AUTHORITY.
INSPECTOR: Donna Miorandi, RS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
04 EVALUATOR: Michael Pimentel, EIT, CSE LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE
4 THEY SHALL WITHSTAND H-20 LOADING.
Benchmark � C.S.E. APPROVAL DATE: Oct. 1999
Mag Nail in Road 4 M DATE: October 21, 2013
13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
Elev. =26.00' ! 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
Approx. M.S.L. `\ TEST PIT#: 1 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
� z ONE
2 t ELEV TOP 26.00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
.ter, O _- ELEV WATER- < 15.50' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
c� A) 8 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
PERC RATE _ <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
EXISTING SOIL ABSORPTION :. DEPTH OF PERC = 36"-54" 16. PROPOSED PROJECT IS LOCATED WITHIN:
���S�j �✓0' SYSTEM PER AS-BUILT CARD
o 141) 1" ASSESSOR'S MAP 144 PARCEL 34
q� �QQ. Q1 N✓ i \ TEXTURAL CLASS: 1 -
�O/ a� a a OWNER OF RECORD: KENNETH & KATHLEEN S. MAGOWAN
O OJ CC) 0N " 4,
�� �y ��`�p0 \��25____ m �. < 0" 26.00' ADDRESS: 201 OLDHAM ROAD
\G / 1r \ a • +� / w ` + Fill OSTERVILLE, MA 02655
�. QJ 4- �, P
O Og" 26` 5 l -EXISTING 1,000 GALLON SEPTIC sate 2U Loam Sand 24.33
4 ( f' < O CC3� A " y FEMA FLOOD ZONE C
011 MAILBOX �/ 13„ /s O TANK TO BE UTILIZED IN THIS DESIGN , v. 24" 10Yr 3/1 24.00' COMMUNITY PANEL# 250001 0016 D
26-, O SLEEVE PROPOSED SEWER PIPE 10' MIN. EACH LOCUS 17. DEED REFERENCE: DEED BOOK 3857, PAGE 36
o op ` � � N ♦ �' B Loamy Sand
PROPOSED INSPECTION PORT �'��1 \ J 1 v SIDE OF WATERLINE CROSSING AS SHOWN • + 10Yr 5/8
L _�
TP 1 TP 2 18. PLAN REFERENCE: PLAN BOOK 262, PAGE 58
PROPOSED 4" PVC VENT PIPE; '� S 26x0' 26x0 �gP 4 } • 36" 23.00' 19. ALL DISTURBED AREAS SMALL BE RESTORED TO ORIGINAL CONDITION.
EXACT LOCATION PER OWNER `t' `L`O Perc
.� / " 54" 21.50' 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
MAP 145
FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
O gP #201 y s�so PARCEL 14 ,-•~" I FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
. EXISTING
„ I 2-BEDROOM Med.to Coarse Sand 21. A 4"PERFORATED SCH.40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
C 57�9 k�k3`? '� 4'. I�
� , •9 2.5Y 6/6 DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A
25 O 1 DWELLING
�>\ G`r TOF - 27.7'± (loose) REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
Q
01F LOCUS PLAN
F> Go�� (FULL BSMT)
EXISTING ELECTRIC
LINE (APPROX. LOC.) G� SCALE: 1"= 1000'
GP�P0 \ 126" 15.50'
\ \`'
PROPOSED 2 - 500 GALLON H-20 No Standing, Weeping or Mottling Observed
LEACHING CHAMBERS WITH AGGREGATE
DESIGN DATA TEST PIT DATA LEGEND
PROPOSED H-20 DISTRIBUTION BOX PERC NO. 14156
MAP 144 INSPECTOR: Donna Miorandi, RS
NUMBER OF BEDROOMS(DESIGN) 3 (MIN. PER TITLE 5) 50x0' EXISTING SPOT GRADE
,yam PARCEL 34 DESIGN FLOW 110 GAUDAY/BEDROOM EVALUATOR: Michael Pimentel, EIT CSE , 50 - EXISTING CONTOUR
k�0 15,000±S.F.
C.S.E.APPROVAL DATE: Oct. 1999
TOTAL DESIGN FLOW 330 GAUDAY October 21, 2013 � PROPOSED CONTOUR
DATE:
DESIGN FLOW x 200 % = 660 GAUDAY TEST PIT#: 2 r_50_1 PROPOSED SPOT GRADE
MAP 144 USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP= 26.00' ELEC EXISTING ELECTRIC LINE
MAP 144 PARCEL 16 SWING-TIES SCALE: 1" =20' ELEV WATER= < 15.50' T/C- EXISTING TELEPHONE&CABLE LINE
PARCEL 33 PERC RATE =
DESCRIPTION HC-1 HC-2 W W EXISTING WATER LINE
CORNER OF STONE(1) 41.1' 21.5' INSTALL 2 - 500 GALLON H-20 CHAMBERS DEPTH OF PERC =
O CORNER OF STONE(2) 47.8' 34.2' SIDEWALL CAPACITY TEXTURAL CLASS: 1 TEST PIT LOCATION
�-
CORNER OF STONE(3) 32.3' 40.4' (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY _ EXISTING 1,000 GALLON SEPTIC TANK
(25.0'+ 12.83')(2 ) (7 ) (0.74 GPD/S.F.) = 112.0 GAUDAY
0" 26.00'
CORNER OF STONE(4) 21.0' 30.4' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE
BOTTOM CAPACITY Fill
MAP 144 (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY A20" Loamy Sand 24.33' ❑ PROPOSED H-20 DISTRIBUTION BOX
PARCEL 15 (25.0 x 12.83') (0.74 GPD/S.F.) - 237.4 GAUDAY 24„ 10Yr 3/1 24.00'
PROPOSED 500 GALLON H-20 LEACHING CHAMBER
B Loamy Sand
TOTALS: 10Yr 5/8
s
�OvQ "SO REV. DATE BY APP'D.� TOTAL NUMBER OF CHAMBERS 2 36" 23.00' - - -- -- -DESCRIPTION
- --- -
TOTAL LEACHING AREA 472.2 SQ.FT. PROPOSED SEPTIC SYSTEM UPGRADE
O�P JO��G TOTAL LEACHING CAPACITY 349.4 GAL./DAY PREPARED FOR:
O � 'o �g3 \ CAPEWIDE ENTERPRISES
011 /� 3) \ C Med. to Coarse Sand
ti 4 (loose)
LOCATED AT
�O ) (
O HC-1
(2 ::: o z,.o, #201 201 OLDHAM ROAD
SPECIAL NOTES: � �� �� EXISTING
OSTERVILLE, MA 02655
,�
2-BEDROOM
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC DWELLING 126"
`Z` 15.50' �►Awti SCALE: 1 INCH = 20 FT. DATE NOVEMBER 2, 2013
�' 1) G TOF = 27.7'± �R? 7 -- 0 10 20 40 80 FEET
SYSTEM COMPONENT. Q0 No Standing, Weeping or Mottling Observed
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED - - Y N L PREPARED BY:
(FULL BSMT) cHu c! LL JR.
HC-2 RESERVED FOR BOARD OF HEALTH USE
JC ENGINEERING, INC.
LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. G� \ E J1L
REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH PQ-PO� � N 07 2854 CRANBERRY HIGHWAY
TEST PIT DATA.
EAST WAREHAM, MA 02538
50 3.0377
3.) ENTIRE PROPERTY IS LOCATED WITHIN THE WELLHEAD PROTECTION OVERLAY DISTRICT SITE PLAN r
AND THE ESTUARINE WATERSHEDS. 508'27
SCALE: 1" =20' Drawn By: MCP Designed By:MCP I Checked By:JLC JOB No.2549
L I --