HomeMy WebLinkAbout1390 BUMPS RIVER ROAD - Health F1390 Bumps River Road
Centerville
A= 188-050
_•11/1 I'�
UPC 12614
No.2-153L0Rs,
_NA>sTINO1i.1rN.;
,. _....�rsAlL:Wi✓ntdi.ifWur.....:: -v..�.-�::eieets�e..av-.r"� - - "-";� '�S =eYi1a:...:.t��'5.1+.ed'Yk�LLwr...c..:.iti:».,..��._.nw:t zn.n�:..h...,.,... -. - dYr9.'f .�_zz r5.. -- __ _ _ __ _ ____ _—__ _"a5:_.::'. .n.c...iri4•...m- _ _
No. y`'�' ` I �G Fee 00
V
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
applitatibn for Misposal *pstrm Construction Permit
Application for a Permit to Construct( ) Repair 01 Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 3q n .; 5 Qom, � ) Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel 1$§3 157 a ��ot 201`'
Installer's Name,Address,and Tel.No. 1 5 3 Comww--j. Designer's Name,Address,and Tel.No.
e C gjCfV-1jeS LLB "'(_ ' ,
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size "l',2� — sq.ft. Garbage Grinder( )
Other Type of Building No.of Person Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) '3 3 ® gpd Design flow provided Y Z(o . Z., gpd
Plan Date (c—2")— Z0 k 1 Number of sheets Revision Date
Title 1390 (l, ,. (L
Size of Septic Tank 000 Type of S.A.S. 3(e 14 c 3 to "i(,t3 D -70 R)et j
Description of Soil 1 k- Y_
Nature of Repairs or Alterations(Answer when applicable) '5�' f" -Ton
Date last inspected: y&L%._111
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 P
Signed Date
Application Approved by Date (0" C�— /
Application Disapproved by Date
for the following reasons `
Permit No. a 0 1 � � 6 Date Issued
No.go Fee (v v
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes
PUBLIC HEALTH :DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
flpficatiDn for Disposal *pstrm Construction Vermit
Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) [:]Complete System ❑Individual Components
Location Address or Lot No. '"3C� M Owner's Name,Address,and Tel.No-r
Assessor's Map/Parcel Gt_..,i vV Nl\ $S ��o r cZ C i'.�1 , /�✓t i/t ,5, �S,¢r,,,�,
Installer's Name,Address,and Tel.No. 1 Designer's Name,Address,and Tel.No.
CA�EWtd� E�l�c�� 3c5 GLL �u 7-)
Type of Building:
Dwelling,
No.of Bedrooms L_ot Size 2� — sq.ft. Garbage Grinder( )
Other T e of Buildin 'yp g Siytit.tt%�r� rNo.;of Ptersons Showers( ) Cafeteria( )
Other Fixtures e s
Design Flow(min.required) -3 e3 Q gpd Design flow provided (�, , 2.. gpd
Plan Date (o- 2") — 20\I Number of sheets Revision Date
Title (39
Size of Septic Tank (0 00 (; s Type of S.A.S. u, t-I e 3 so it.13 10
Description of Soil 1 • j n
Nature of Repairs or Alterations(Answer when applicable) i �rr.- �� ,nn1, j l c C:P N
Date last inspected: L)A
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. ,fe
Signed Date t0" l(
Application Approved by Date 6
Application Disapproved by Date
for the following reasons
Permit No. a 0 ' 6 Date Issued
i
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired O) Upgraded( )
Abandoned( )by d-t Cry. /11 e J (X
at 3 Cjy hiv.W_� U-4/ft1) (e.-t has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. 901' 7-20-hated
Installer �i/U,T �j� n2 /,r�1�1�5 ( (,t Designers '_
#bedrooms Approved design flow gpd
The issuance of this permit shall not be c�`nstrued as a guarantee that the sys m will esigned.
Date (x �j Inspect
----------------------------- --------------------- --------------------------------------------------------------- --------- --------
No. �Gl f-U � Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS - - - -_—
Misposal *pstrm Construction Permit
Permission is hereby granted to Construct( • ) Repair X) Upgrade(( ) Abandon( -)
System located at ?�q O _91.)dM40S &1,1 k�)Vj t-. A , WJ
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�� a' —r I Approved by
TOWN OF BARNSTABLE
;0.'' ,;fION 1 ? (�tAV%,% KtvQn SEWAGE# 2-o
VILIAGE �an�r u ! G ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. C"etdtet�,n�p �.�I�n,r nri Se f ��7 8&77
SEPTIC TANK CAPACITY /%MC)
LEACHING FACILITY:(type) (_�) ygfr _?&I lv #fLo (size) f' y-To
NO.OF BEDROOMS Y
OWNER 't'tn �� �Q� wSk��
PERMIT DATE: (o- '�43 - Z®t( COMPLIANCE DATE: l'o - 3 b- L o GI
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Xld t/ 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
III FURNISHED BY eiA .Qty;6l!/e e4;ee 2�eS LCC.
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07/05/2011 00: 18 5082730367 #0287 P. 001/002
Town of Barnstable
Regulatory Services,
Osrr Thomas;F.GeilerDirector
Public Health Division
NABS
Thomas McKean,Director
200 Main Street, Hyannis,MA 02601
Office- 508.862-4644 Fax: 509-790.6304
Date: �' "1 _ Sewage hermit# �'° c� O7 Assessor's MapAl?areel
Installer &Designer Certification Form
Designer: SC 6!2&t0eecC'4, Tiny Installer: Ca e-S, 1 G
Address: z 'SN Cron •c ' hU.02.y Address: -763
was issued a permit to in.-;tall a
(date) (installer)
septic system at 13g0 $ojv+pS A,ucr 90ad _based on a designdrawn by
(address)
G &0 {vIee(c TY1C. dated Tone. 27, Z0I I
(designer)
I certify that the septic system referenced above was installed substuntally according to
the design, which may include minor approved changes such as latcraE relocation of the
distribution box and/or septic tank. Stripout (if required) was inspected and the soils
were found satisfactory.
l certify that the septic system referenced above was installed with m:�Ior 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 req I n;pe.�ted and the soils
were Found satisfactory. OF
CMt;f;C"tLL __
JkZ. 11J�•
aller's Sign VIL re) Na ta1807 r 1�
esilnees Signatur {A x est er s rnl: Here)
PLEASE RETURN O BARNSTABLE PUBLIC HEALTH DIVISION. C'ERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS' FORM AND AS-
BUILT CARD ARF_ RECEIVED BY THE BARNST"LE PUBLIC f1li i.:'rH 01 SIO�I,
THANK YOU.
y`iurf a funivoo:
op�
Town of Barnstable P# 3 3/ ?
-Department of Regulatory Services
>MARNSTABM : Public Health Division Hate l
0.19. 200 Main Street,Hyannis MA 02601
ED sAK't� n
Date Scheduled Time (J
--L_ Fee Pd.
—ji_0
Soil Suitability Assessment for Sewage Disposal
Performed By: t'aGf, lJ Y-1. Uef?V�pi 1 &6E Witnessed By:
LOCATION& GENERAL INFORMATION
Location Address 1 39 0 &,., n Owner's Name
rPS 2.�,'.�C nil � O N P�31Cr�w5Ki
C?M -tf''��� Address Ill.;
�''s 2,
Assessor's Map/Parcel: (�8 /rj p Engineer's Name CAfU,_J"as r�
NEW CONSTRUCTI
ON REPAIR Telephone#
Land Use i!e S 1 q,&I 1 a' 1 Slopes(R'o) ®' Surface Stones
Distances from: Open Water Body r o 0 ft Possible Wet Area '/—do ft Drinking Water Well ft
Drainage Way >I V 0 ft Property Line 1-0 ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity holes)
P Y to es)
1�2Ar
Cure,5 t G L
B Al 661
A Z 591
r� ► qC
a B 1 3 9 '
�I
Parent material(geologic) Ow S►1 Depth to bedrock
Depth to Groundwater. Standing Water in Hole:_ > I a L /1 Weeping from Pit Face
Estimated Seasonal High Groundwater >
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used: 7tteCA- 6o5VL;a{t(W
Depth Observed standing in obs.hole: 7 [2 6
R g in, Depth to soil mottles: In.
Depth to weeping from side of obs.hole: in, Groundwater Adjustment fr.
Index Well# Reading Date: Index Well level,� Adj,factor Adj.Groundwater level R
PERCOLATION TEST bate 6 a / Time 1 _.'Ce)41"
Observation
Hole# Time at 9" ,
Depth of Perc 34-S Time at G"
start Pre-soak Time.@ f 0:/a 'lime(9"41
End Pre-soak /01 a 1
RateMin./lnch
Site Suitability Assessment: Site Passed X Site Failed: Additional Testing Needed(Y/N) /U _
Original: Public Health Division Observation Hole Data To Be Completed on Back----------
***If percolation test is to be conducted within 100' of wetland,you must first notify the.
Barnstable Conservation Division at least one(1)week prior to beginning.
Q:ISEPTICIPERCFORM.DOC
DEEP-OBSERVATION HOLE LOG' Hole#
Depth ffikonm Soil Horizon Soil Texture Soil Color Soil
s Surface(in.) USDA Other
'(USDA) (Munsell) Mottling (Structure,Stones;Boulders.
o�sistency,%Gravel)
'a-3 LS Id'li2 5 G Voo-?
7a`?a 6 C� S V,516 A)Oo e
DEEP OBSERVATION HOLE L OG Hole#
Depth from Soil Horizon ?-�—_
Soil Texture Soil Color Soil Other Surface(in.) (USDA
) (Munsell) Mottling (Structure,Stones,.Boulders.
o i en %
LS (® k 3 )
IC�S-m
v6 2 �� :A
2•r�-lam C� -GSG
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling
(Structure,Stones,Boulders.
it c
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA). (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.
Flood Insurance Rate Man:.
Above 500 year flood boundary No_ Yes ,,,
Within 500 year boundary No Yes '
Within 100 year flood boundary No. Yes
Death of Naturally Occurring Pervious Materlal
Does at least four feet of naturally occurring pery ous material exist in all areas observed throughout the
area proposed for the soil absorption system? 1
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on 7 (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 aild experience described in 310 CMR 15.017.
Signature. --&A Date
Q:4S.EvnCVERCFORM.DOC
i
'zT__SSORS MAP NO: u
Nn. `f PARCEL NO.. ry FB$.��.
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
. `t` ...............OF ........ ...... 6 Z
Appliration for Diupuutti Workii Tonstrnrtiun ramit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at:
a01425....?Iu�2 _
•- ............ ---.�o ----------.. --------------••----•••---••-•--•_... ..--•----•-•-....-••-•---..............._.
Q .. Location-Address q or jot No
.... T .................................................... ............-�/... �llfsf�j �tl�/� �
Owner t1 Wss
Installer Address
Type of Building Size Lot............................Sq. feet U
,,--, Dwelling—No. of Bedrooms___��.....................................Expansion Attic (&0) Garbage Grinder (4o)
aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
P4 Other fixtures --------•---------------------•- -
.
W Design Flow..........3.3o....G .a.........gallons per person per day. Total daily flow__._......_:t`: ......................gallons.
WSeptic Tank—Liquid capacity/ ..gallons Length__ 7:k..... Width-_-_.6..... Diameter________________ Depth..., .........
x Disposal Trench—No. .................... Width_ l............. Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No..................... Diameter..... ......... Depth below inlet.....k........... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
aPercolation Test Results Performed by.......................................................................... Date........................................
a Test Pit No. 1 C.........___.minutes per inch Depth of Test Pit.................... Depth to ground water..�4-&tT.1 "_./
(i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
---------------- ----------------------......---•-•-------••-•----------...-----••--•--•----.....----..•.........------......----•----
0 Description of Soil...........Rlr ?--------------5.4 v .......=..............................................................................................................
x
U -•-----------------••....--------•---•-------------•------•--•--•-----------------....--•------•-•-•--.......---------•---------------------•----------•--•••-•--•---•-------•-------------.....--.--••-
-------------------------------
U Nature of Repairs or Alteratio s—Answer when applicable......._Wag__.
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 undersigne ther agrees not to place the yst in
operation until a Certificate of Compliance has been is s y the bo health. /
Si ned.............. . --------1�°�'�Gl��� ,� �i�
o ,-----•--•- -•-.........--...
at
ApplicationApproved ByL----- --- . . . ........................... ......................... ........................................
Date
Application Disapproved for the following reasons-............................................................................................................
-----------------------------------------------------------------------------•-•-•---._...-•----•-----...._........_..............--------------------•--------------------------•------------•----------
Date
PermitNo.. .......................---.. Issued_.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.. ...............OF ............... ..................................
Apphration for Disposal Works Tonstrnr#tun rantit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at
...........1390..._3� $ .?►� 2 �$.�....._....� .. ... ---..... ............. .................----...._.._.----•-
n Location-Address or.• t No
• �Fl�Lir�.►.R_... .��_r-ffas�................................................... . 9Q
............ ....._..-vk...... ........................-..-.-.....
O
W �/��tlCiSlO�✓f�a Giwner .......... I�Ov?N._..._/�....... ............... "_"".....
Installer Address
UType of Building Size Lot............................Sq. feet
Dwelling—No. of Bedrooms---1....................................Expansion Attic (Ab) Garbage Grinder (lib)
Other—T e of Building No. of persons............................ Showers
a Other—Type g --------•-------•-•-•--..... p ( ) — Cafeteria ( )
dOther fixtures -----------------------•------.....---------------•--.--------...------------------------------------------
W Design Flow.._.......• ?0_..l'' '_ .......gallons per person per day. Total daily flow..............1f_S ._._..................gallons.
WSeptic Tank—Liquid capacity./Oc-P-.gallons Length..$"._-_-.... Width..."._.._..... Diameter................ Depth----6........
x Disposal Trench—No..................... Width--.,I............. Total Length.................... Total leaching area...................sq. ft.
Seepage Pit No..................... Diameter............... Depth below inlet.....E?........... Total leaching area.................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
aPercolation Test Results Performed by.......................................................................... Date........................................
Test Pit No. 1_K_ ......minutes per inch Depth of Test Pit.:.................. Depth to ground water...A.e.,.tf.0.T... -.
44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
a ........................ ____-----_____-_----------__________----------__-__-------------------------------------------------------------------
0 Description of Soil...........#rb--------------�4. .......................................................................................................................
"�
W
--------------------••-•-•-------
V Nature of Repairs or Alteratio s—Answer when applicable._._.....DD v_- �..c .
.........................i_ ......_. . ....... , ----.............�- -•--.-•••-•-- l � .............................................................
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 ys m in
operation until a Certificate of Compliance has been issu y the board t .
Signed. " x y ,
-• ••--
Application Approved By-•-••- c:::.:" _ .�1=----------- ----- - --- -------------- - ----�------.----t.--------------
------------------7------_--- Date
Application Disapproved for the following reasons:...................................... - ---_•-•.___
........................................................,,.----•----.../....,.--�----------•'•---------.......------------------......---•-••-•-••-•••--••-•--•-..._....------..........-Date
. __.....----._
Permit No.. .. . Ll�
... -----------------------_.... Issued...------•--....-.....................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD. OF {�) HEALTH
............... u2. 4..............OF......y` .i`l ?: '.........................
Trrtif tratr of 'Toutphaurr
THIS IS,.�D. �•RT4FY, ghat the Individual Sewage Disposal System constructed ( ) or Repaired ( )
by--•...... ...--_• •-f�►►`.. ................•------.._........--•---------- ------......_....-•----................................... .................... ........
at............
I. -1 f'-
.- o --•-----•---•--•-----•---...--••-......•-•----•--•...................•••-•••••---•••••----_...
has been installed in accordance ith the provisions of TITLE 5 of T e State Sanitary Code as desc ibed_in the
application for Disposal Works Construction Permit No......__ "- ?." dated...... *i_ .......
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUAlkANTEE THAT THE
SYSTEM WILL CTION SATISFACTORY.
DATE.----......-•- ..... ...zv� ......................... Inspector........ .._...... -..... •------•---•-
(i THE COMMONWEALTH OF MASSACHUSETTS
- ` BOARD—OF HEALTH
N 2 .........
............... ...
Disposal Works Tonutrudion Prrutit
Permission is hereby granted...--- ? ' -•-•----------------------------------------------- ........
to Construct (-, ,or Rep 'r---( ) an Individual Sewage Disposal System
at No..........
__.._ ....._ UM .�.---- !` f....... ...... .................•-----------.....---.................-••............
Street
as shown on the application for Disposal Works Const=uction--Pgrmif�No4 .'��yam'' Dated...(i?1-�t.13.�,r_...........
. '.: �----..... . ..--•...................._
Board of Health
DATE.... . ...
..._C...----•.........................................
FORM 1255 A. M. SULKIN, INC.. BOSTON
®���sr PiT(.P-� P-s-rsz�) • JUL--� 28. 198C,-
(E)<isr.)
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s.--r. ou-ri_..E;.-t' �•!�. 1�-•1 � s .� �7�.-1MFS; ��`I i✓F�.-= �O!�'� - _.
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ASSESSOR'S MAP NO. /9-9' s d PARCEL
L 9 C A T ION use. , j �® SEW A G E PERMIT N0.
VILLAGE
A / A u! 4yol//V-
INSTA L ER'S NAME i ADDRESS
d UILDEI( OR OWNER
DATE PERMIT ISSUED �13
DAT E COMPLIANCE ISSUED/
i
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DESIGN, DATA..
STRUCTUREE
DESIGN FLOW
1��D;:Z'NA t1_1 CD I TIQ r ItZe
v
..SEPTIC. TANK
LA
�LEACH
F
ING RATES ; SIDE AREA GP S
D/S
F
B
OTTOM AREA P
L EAC HI
NG 'FACI L ITY
T:!� A 0
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-7
-4
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CD PLAN ' ErEk
SSESSO`R$ 19T' N
Al
� NOTE,
:1 , ALL� 'M TERIIALS AND CIONSTRUCTION�:METH
I TLE
ORM WITH COMM.' OF MA
TO
ss.�T
NMENTAL�CODE
ENVIRO
44 44 LA
L4 �,j r--v>
E- 4C U77
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pet
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A e>0 - Z��A Z,
PLAN .
SCALE
PIT NO.
TEST PIT NO. I �SOIL OBSERVATION PITS
ELEV. , ELEV.
DATE OF TEST
44' X I
ENGINEER
B.O.H. AG E N T=
EXCAVATOR LL�n
T 'E-�< 7-1 771 PERC RATE IN TP NO. AT- FT. = Z-7e__ MIN.lIN,
%mom 4 5, <ot c
.........
INC�.-
ELLIS & TH ULIN
LAND SURVEYORS -AND -CIVJL ENGINEERS
EAST SANDWICH MASS.
"",5ECTION THRU ' ",SEPTIC
SCALE 14 6R
fT.O.F. EL.= 46.8'± INISH GRADE OVER D-BOX- 41 .8'± 4"SCHEDULE 40 PVC MIN. SLOPE 1 % FINISHED GRADE OVER BIODIFFUSERS= 41 ,5' - 41 .9' GENERAL NOTES
PROVIDE EXTENSION (RISER SLOPE @ 2% MIN.
WITH COVER OVER INLET& REMOVABLE WATER-TIGHT COVER OVER INSPECTION PORT WITH 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
FINISH GRADE OUTLET TO WITHIN 6"OF F.G. RISER TO WITHIN 6"OF FINISHED GRADE ACCESS BOX TO WITHIN METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
@ FND. EL.= 44.0'± F.G. OVER TANK EL. = 43.5'± 3"OF F.G. (ONE PER ROW) CODE AND ANY APPLICABLE LOCAL RULES.
5" DIA. OUTLET(S)
1 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
-EXISTING 4" PROPOSED 4" 9�MIN. 9„MIN. 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
SEWER PIPE L / PVC SEWER PIPE 36 MAX. 36 MAX. TOP OF SAS/B.O. = 38.93 SYSTEM UNLESS OTHERWISE NOTED.
�r
6�3�� 3 DROP MAX 3„ 9„ f _ �+ PROVIDE WATERTIGHT T, 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
- 2 DROP MIN MIN.SLOPE @1% L 46_ f,- JOINTS(TYP.) ELEVATION = 38.93' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A
10" �7' PVC IN FROM 1.33' 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF
14" *�1 ,3'± SEPTIC TANK 4" PVC OUT TO (TYP.) 10.75"(TYP) 16 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
CONTRACTOR TO PROVIDE . LEACHING FACILITY 0.90 + 1 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
SPECIFIED DROP BETWEEN
INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL 12" 6" , 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
SHALL VERIFY SIZE 48" VERIFY CONDITION OF OU-LET TEE 39.00 MIN. LOVER
38.83' 38.50 37.60 (laid flat) 2.875 (34.5 )
AND CONDITION OF EXISTING TEES 5.0' (TYP.) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
GAS BAFFLE CRUSHED STONE FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
EXISTING SEPTIC AND REPLACE AS MECHANICALLY (NP.) 5'MIN. 11.5' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
TANK NECESSARY COMPACTED BASE REQ'D
30.0' AND DESIGN ENGINEER.
5 OUTLET DISTRIBUTION BOX (TYP.) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 40.00' ESTABLISHED
TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= < 31 .30' BIODIFFUSERS (END VIEW) ON A NAIL SET IN A FENCE POST AS SHOWN ON PLAN.
BASE. FIRST TWO FEET OF OUTLET 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. BIODIFFUSERS (PROFILE) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
CROSS SECTION VIEW (BY ADVANCED DRAINAGE SYSTEMS, INC.) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL ARC 36HC (#3616BD) BIODIFFUSERS (H-20) TO THE DESIGN ENGINEER.
CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR 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
" �• V' '�= "1✓ ti TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
' • '` • • �� •• °• 13318 APPROPRIATE AUTHORITY.
•, PERC NO.
MAP 188 MAP 188 ►•' "' •, 'BM 60 / F' ��•° • • INSPECTOR: Donald Desmarais 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
PARCEL 51 EVALUATOR: Bradley M. Be PARCEL 118-01 rtolo, E.I.T.
LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE
' �' r ���
THEY SHALL WITHSTAND H-20 LOADING.
MAP 188 �,'+ 0 •` ' • jf + �j�� C.S.E. APPROVAL DATE: July 2003
•*` • • u � 6C11 W d/ 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
PARCEL 50 x . ._ - DATE: June 20, 2011
41,256 S.F.± • - . y i • . • . , TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
• . ' ` •` ,f MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
• • /;;' ` J• Il ELEV TOP = 41.80'
• `o F . $', . • tl REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
,� • i • w". +�•• ? �� 1 ' < FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
ELEV WATER= 31.30'
\� ' -'` `, ` ' • �! PERC RATE < 2 min./inch
15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
• _
` 4, • ant �rry , •it '� LOCUS SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
4.MAP 188 • $� � • ' .'�: „ „
\ �t f r . DEPTH OF PERC = 36 - 16. PROPOSED PROJECT IS LOCATED WITHIN:
PARCEL 118-02 NOTES: • • + 4 "' •Ve _
G o r • q •, f r, f r TEXTURAL CLASS: 1 ASSESSOR'S MAP 188 PARCEL 50
1 • f t3 j y� U OWNER OF RECORD: PIOTR J. &CAROLYN H. PATKOWSKI
W 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF •• � .�� �,...;. ;, )
Q 1 EACH SEPTIC SYSTEM COMPONENT. ' ,. !:• :` "~. j�� l " ADDRESS: THE PATKOWSKI FAMILY TRUST
' /
a ` ; . � . 0 Loamy Sand 41.80 1390 BUMPS RIVER ROAD
cli \ \ 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF "� •, . � r'+I V II . A 10Yr 3/2 CENTERVILLE MA 02632
Lo \ THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST . * . . • `�1 11 r 12" 40.80'
PROPOSED INSPECTION PORT C�' t
\ PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD P Loam
Y WITH ACCESS BOX(TYP OF 4) \ . ' '`` �` • 4-� Y Sand
O \ OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. 1 '� : " ' • B 10Yr 5/6 FEMA FLOOD ZONE C
,. -----" COMMUNITY PANEL# 250001 0016 D
m `:1 `�� i fi I• ," '< 36" :.z. 38.80'
O \ ! f
PROPOSED TOTAL 24 ARC 36HC (#3616BD) TREELINE 3.) ENTIRE PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHEDS. '�' ! ': '� •
BIODIFFUSERS (H-20) IN A FIELD CONFIGURATION '.
Perc 17. REFERENCE: B K 17553, PAGE 194
DEED BOOK
54" 37.30'
\ °� "� -� • 18. PLAN REFERENCE: BOOK 17553, PAGE 194
! .. �. �::s . .. Fine Sand
PROPOSED DISTRIBUTION BOX o \ - - - •�
��[7 ,,, • C-1 2.5Y 6/2 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
L y _ • g 72" 35.80' FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
,i • ` d . ',' y FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
f •
C-2 Med.to Coarse Sand
2.5Y 5/6
EXIST. LEACHING PIT TO BE PUMPED, ! LOCUS PLAN (5%gravel)
1�� �
FILLED WITH CLEAN COARSE SAND TP ` SCALE: 1"= 1000'
PER 310 CMR 15.255(3)&ABANDONED l 42 41.8 41.8' \ 126" 31.30'
\QO , I Benchmark No Mottling, Weeping or Standing Observed
I I
EXIST. D-BOX TO BE ABANDONED ` LP Elevin 40.0' DESIGN DATA
Nail Fence TEST PIT DATA LEGEND
J \ Approx. M.S.L. PERC NO. 13318
XI
SWING-TIES SCALE: 1"=20' INSPECTOR: Donald Desmarais
EXIST. 1,000 GAL. SEPTIC TANK
\ EVALUATOR: Bradley M. Bertolo, E.I.T. 50xO EXISTING SPOT GRADE
TO BE UTILIZED IN THIS DESIGN EXISTING DESCRIPTION HC GC NUMBER OF BEDROOMS (DESIGN) 3
C.S.E. APPROVAL DATE: July 2003 - 50 -- - EXISTING CONTOUR
GARAGE x BIODIFFUSER CORNER(1) 58.6' 54.1' DESIGN FLOW 110 GAUDAY/BEDROOM
� \ I DATE: June 20, 2011 F5-0-1 PROPOSED SPOT GRADE
x BIODIFFUSER CORNER 2 70.1' 59.9' TOTAL DESIGN FLOW 330 GAUDAY
( ) TEST PIT#: 2 50 PROPOSED CONTOUR
--44- \ X DESIGN FLOW X 200 % = 660 GAL/DAY
BIODIFFUSER CORNER(3) 76.8' 39.3' ELEV TOP= 41.80'
USE EXISTING 1,000 GALLON SEPTIC TANK ELEV WATER <31.30
GAS - EXISTING GAS LINE
% BIODIFFUSER CORNER(4) 66.5' 29.7'
=
\ PERC RATE _ ❑/H/W EXISTING OVERHEAD UTILITIES
I \ x
(2 0.0' 3) DEPTH OF PERC= W W EXISTING WATER LINE
� � INSTALL 24 - ARC 36HC (#36166D) BIODIFFUSERS (H-20) TEXTURAL CLASS. 1
XI 24.6' V TEST PIT LOCATION
SYSTEM CAPACITY
I (1 EXISTING 1,000 GALLON SEPTIC TANK
MAP 188 T 4) (TOTAL L.F. OF BIOS)(4.8 SF/LF)(0.74 GPD/SQ.FT.)=GPD 0" 41.80' O
I (120.0)(4.8 SF/LF)(0.74 GAUSQ.FT.)= 426.2 GAL. LEACHING/DAY A Loamy Sand
PARCEL 118-03 / x r 12" 10Yr 3/2 40.80' PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE
/ #1390
EXISTING M x N TOTALS: B Loamy Sand 0 PROPOSED DISTRIBUTION BOX
3-BEDROOM 10Yr 5/6
DWELLING � X � GC TOTAL NUMBER OF BIODIFFUSERS: 24 36" 38.80'
TOF -46.8'± I TOTAL NUMBER OF COUPLINGS: 0 PROPOSED ARC 36HC(#3616BD) BIODIFFUSER(H-20)
/ a i co TOTAL LEACHING AREA: 576.0 SQ.FT.
K \ EXISTING TOTAL LEACHING CAPACITY: 426.2 GALJDAY C-1 Fine Sand REV. DATE BY APP'D. DESCRIPTION
DECK `} \ GARAGE 2.5Y6/2 PROPOSED SEPTIC SYSTEM UPGRADE
/ X 1w NOTE:
PREPARED FOR:
I BRICK _> x U 72" 35.80'
/ X WALK fr I Z HC EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE CAPEWIDE ENTERPRISES
X I� DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER
3 > XI-: "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO ADVANCED
/ I a- xX DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003(LAST MODIFIED LOCATED AT
I W JANUARY 11, 2011). TRANSMITTAL NUMBER=W000052. C-2 Med. to Coarse Sand
I / 3 2.5Y 5/6
I (5%gravel) 1390 BUMPS RIVER ROAD
N I x
X CENTERVILLE, MA 02632
XJ 24.36'
-- - _ , 67.14' � 126" 31.30' SCALE: 1 INCH = 20 FT. DATE: JUNE 27, 2011
PAVED WALK �� 0 10 20 40 80 FEET
No Mottling, Weeping or Standing Observed NN of MAs
s�
AVER wgLK ;z PREPARED BY:
RESERVED FOR BOARD OF HEALTH USE ° JOHN L.
_EDGE
of PAVEnnE"� S RIVER ROAD #1390 JC ENGINEERING, INC.
BUMP EXISTING CHURCHILL JR. r
c ►L 2854 CRANBERRY HIGHWAY
3-BEDROOM N � �
DWELLING EAST WAREHAM, MA 02538
SITE PLAN TOF=46.8'± = 508.273.0377
SCALE: 1"=20' Drawn By: MCP Designed By:MCP Checked By: JLC JOB No.2019