HomeMy WebLinkAbout1396 MARY DUNN ROAD - Health 1396 Mary Dunn Road
T Barnstable
ry ` A= 334-003
, I
_ 1
TOWN OF BARNSTABLE
LOCATION � �C� ,��� �� -R��SEWAGE# 2 p 6I p0
`#*VILLAGE ("�M , ,� ! ASSESSOR'S MAP&PARCEL 3'��J ���
INSTALLER'S NAME&PHONE NO. � , }� ` _ , tea-t-��t��--YS 3
SEPTIC TANK CAPACITY -'S00
LEACHING FACILITY:(type) �.,;; (size) ;,�ASn
NO.OF BED�LOOMS 3
OWNER f� dts�r►�r.3
PERMIT DATE: d 9 Id COMPLIANCE DATE: t/ ix
Separation Distance Between the: ��, �
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility A;o G u)c-, ys;'-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) 'x Feet
FURNISHED BY
C)n) up�Osih-e5jC)e
3
0
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U
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.y
d l O�
No. � Fee
THE COMMONWEALTH OF MASSACHUSETTS, Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
Rpplicatlon for Disposal *pstrm Construrtion i3Prmit
Application for a Permit to Construct( ) Repair(V<Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. i3rf /blar� �rv..i �� Owner's Name,Address,and Tel.No.
�,virr✓
Assessor's Map/Parcel 3 3`1 -003
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size 932)$ sq.ft. Garbage Grinder( )
Other Type of Building InC2,2s y No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 gpd Design flow provided '3f37,y gpd
Plan Date 2)2 6 11 Number of sheets 12 Revision Date
Title
Size of Septic Tank j —p0 Type of S.A.S. a oitk. W fJ hs s*c n0&0 Lo --pto—
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) I,4o%*LA 'De uS Cc�M Ol��i-►[
J\OL2tPe
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.
Sign CC Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. ` Date Issued
SE
No. 1'4 Fee 106
TH
.,�E-4 .COMMONWEALTH "
OF MASSACHU�ETTS� Entered in computer:
- �
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
2PPliration for Misposal *pstrmi Construction Permit
Application for a Permit to Construct( ) Repair(,//Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. /g 9G eVae i y t7vNj k Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel 3 3` ;1 —003 U U W/1 fevvpl",
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
J�4 �GS pc (C'm 4 T.NS G ^Svve�P/ 6�P/�lrj
- i 4_0B_1/ —Ste!
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size qj:2)�j sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3�0 gpd Design flow provided 3 7, iI gpd
Plan Date 2- 2 G) 1► Number of sheets 2 Revision Date
Title '
Size of Septic Tank 1<0r) _ Type of S.A.S. Q v o ck t4 P l o-� <,1-� �6 n f�) Lo - 1ZlC>__
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) 1ti7Si-c.1� ("21 L-0 �>WiP,nl.oir S .ot it
oftc liv�P SnD re CIn0 00lt. ✓
Date last inspected:
k, 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 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.
Sign Date
Application Approved by ( Date )pp
)
Application Disapproved by Date
for the following reasons
Permit No. "— Date Issued Q A
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
"F THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Upgraded( )
Abandoned( ).by
at 1-5?r, Ak, ,� ,��) (�„`..�y�r��/ has been constructed in accordance / )
with the provisions of Title 5 and the for Disposal System Construction Permit No.D� I I dated 7 /
Installer D; ,,ic,�, A t� ,�,,.� �� Designer
#bedrooms I A gpd deg
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
Date Inspector
No. A I f /G / Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS
misposal 6p'stem Construction 3dermit
Permission is hereby granted to Construct( ) Repair( v Upgrade( ) Abandon( )
System located at
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 a completed within three years of the date of this permit.
Date �� I Approved by
f
Town of Barnstable
Regulatory Services
Thomas.F. Geiler,Director .
• Public Health Division
1639. ` Thomas McKean,Director,
200 Main Street, Hyannis,-MA 02601
Office: 508-862-4(644 Fax: 508-790-6304
Date: T�I Sewage Permit# Assessor's Map/Parcel
Installer&Designer Certification Form
Designer: 'E��, n-e,�',�� W o r 4 s, Inc- . Installer: PA ,
,
Address: Iz W. C(b 5 S :e led IZ4. Address:
On )/--I � � ' was issued a permit to install a
(d e) (installer)
septic system at ) .� "��( � n based on a design drawn by
(address)
dated 2.r
(designer)
. p
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) was ' cted and the soils
Y were found satisfactory. 1HOFMAssq
}
°�
l.: ✓ f �� PETER T.WEN
�" ri lle• s Signature) Civ'LEE
�.
,o ,9 No-35109
ST
(Designer's Signature) (Affix Design re)
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.
gAoffice formsWesignercertification fonn.doc
,
Town of]Barnstable P# / 3/ 7V
Department of Regulatory Services
Unrraxnst$ Public Health Division Date
,tom,
200 Main Street,Hyannis MA 02601
�''°rED ru•'t� - `
C
sP1,2i v Cw
Date Scheduled Oj Time Fee Pd.
Soil Suitability Assessment for Sewage•,Disposal
Performed"B : 7 ✓i "`� �-e¢�
Y Witnessed By:_ I�1_Ir ✓'L�
LOCATION& GENERAL INFORMATION
Location Address i 3 ci C, r"l C.�—r pv�j 6TZ r - Owner's Name
4P20 , 13ox \yZ
Address �.�_/v`^v-..°t O �o
Assessor's Map/Parcel 33�{ _ o 03 Engineer's Name�� � C_
NEW CONSTRUCTION REPAIR Telephone# 73 7—y 7& 6-
Land Use 11e S�rO�.�"rd;� Slopes(%) - Surface Stones
Distances from: .Open Water Body 3 it
_Possible Wet Area ft Drinking Water Well��� ft
Drainage Way .,.���i ft .Property Line.S ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
Parent material(geologic) �"��/ �r/.� ' r Depth[pFBedioc'k.Y �1
Depth to Groundwater. Standing Water in Hole: Weeping from Pit Pace N��
Estimated Seasonal High Groundwater �d+
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing in obs.hole: in. Depth to soil mottles:
_ _-Deo_0 to weeping from side of_ohs.h_ole _ t t _. in. r3"aunfl•_. . uslrs^t v_,r — -- � _ ^--~
=Index Well#' Reading Date: Index Well level" ' Adi,factor m Adj..Clroundwater l eve) �o
PERCOLATION TEST. bate 1b Thne..
Observation J fS r 2
Hole# I Time at 9" •1 - 'U
IJ ?
Depth of Pere' 2$�q0 �8` 6 Time at6" 'Z 1 0
7
Start Pre-soak Time® L : 3S ! Time(9"-6") 17 1 216
End Pre-soak
Rate Min./Inch.
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N)
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.
r ti_ Q:\SEPTIC\PERCFORM.DOC
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency, v
S i. 1 .. 1 D ya sl(p
4 PA
$�- ad"" CZ �i 1 �- �— 10 YrZ 513 1•i" 1 1
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%Gravel)
A
SL
Z° o5Y
" G3 S► I+R
LOD., '
;DEEP OBSERVATION HOLE LOG- Hole#
Depth from'- _ --Soil Horizon _Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) - Mottling (Structure,Stones,Boulders.
Consistency.%Gravel)
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consi n
s
Flood Insurance Rate Map:
` Above 500 yearflood•boundary No Yes -__
Within 500 year boundary No Yes 1
Within 100 year flood boundary No Yes
f
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervlou material exist in all areas observed throughout the
area proposed for the soil absorption system? �,
If not,what is the depth of naturally occurring pervious material? --
Certification
I certify that o _J4 1 q_� (date).I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
the required ' ing,- pertisrea�nd experience described in 310 CMR 15,017.
Signature L'7b----_� - Date
Q:\SEPTIC�PERCFORM.DOC
l
L-0 C AT ION SEWAGE PERMIT NO.
} 3 6
VILLAGE
, INSTALLER'S NAME & ADDRE 3
.�o/�,A/ i�. •q.9� O mac.
IIUILDER OR OWNER
13 9G AfA4v
DATE PER IT ISSUE o- 3
DATE _ COMPLIANCE ISSUED
a
� �
qq� ,, ` �
` \ 1
� 4�4
3y\
_ .,,�.
No -3•••- �--- FE$.......
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
................. ................ ..OF................................................................... .........
AVVI ation for, Digpnsal Workii Tnnitrnr#iun Famit
Application is hereby made for a Permit to Construct or Repair an Individual Applic ( ) ( ) Sewage Disposal
System at:
!N................. ...-•...................... ..................................................................................................
r t ocation- d ress or Lost fro.
......X.. .
�4 A . �...:1,t4P.. 1. .................t??4 .. . �}.E'�?'l!��K41�.-- .09� ....----•---.....----.......-.-.........
Owner Ad r s
/°
kl .. A_�T-_g.._..---•..................................•---... ...........1(�>�P�►`i.�:;_... .
Installer Address
d Type of Building Site Lot............................Sq. feet
U Dwelling—No. of Bedrooms_____________ ............................Expansion Attic ( ) Garbage Grinder ( )
1--1 _____________
Other—Type of Building No. of ersons________________
YP g •-•----••----•_•---___-_-_•• P •-_=-:------ Showers ( ) — Cafeteria ( )
04 Other fixtures _..---•---••--••••-••-•••-•----• -
W Design Flow............................................gallons per person per day. Total daily flow:._........___._....__.__________......_____gallons.
1:4 Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter-----........... Depth................
W Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
.4
Seepage Pit No_____________;..................... Diameter.,_':................ Depth below inlet.................... Total leaching area..................sq. ft.
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.........................
(i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
---------------------------------------------------------------------•-•--•-.........-- --------------•------•----........._...._•----••-----.._....-•-
0 Description of Soil........................................................................................................................................................................
x
U -----------------------------------------------------------------------------------------------------------------------------------------------------•--------------------------------------------•--••-
x ......................-.................................................................................................................................................................................
U Nature of Repairs or Alterations—Answer when applicable_._____ ........ M-•_•••r0 R••---•__.
o�
Agreement
The undersigned, agrees to. ,install the aforedescribed:I''Individual Sewage Disposal System in accordance with
the provisions of:III j 5''of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Co ianc has beSi .en i b the rdChl /®
�ApplicationApproved BY••••••••••••••------ ••• ...... ........................................................... -----1� a �a ....._..
te
Application Disapproved for the f ollo g r asons.......................
--•-•----------•....................•------•-----------------....-------.-.--------------- •---._....._•-----
.....................•--------------••---.._.._.....••--••••••-•- ........-•-.._.. -----....-------._.._..---•-----•-----••••••-•••-•••-••••--•••-•--•-• •••----•.. .Date•-•••......---
PermitNo.......................................................- Issued-........................................................
Date
FRz
THE COMMONWEALTH OF" MASSACHUSETTS
BOARD OF HEALTH
L ..................... ....................O F..........................................................................................
Appliration for Uiipoottl Workii Tontrurtion Funfit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at
D�N tj (A3
ocation- dress or Lo 0
•---
4�ad I...:.f7f�Rr�.... N '......---•-.-RX !Ja! -A J...................*............. ... (---
VKMA0V► ).....0.... �-..............12I .. ............. .............••---...._
Owner Ad��s
-- -•................... .! .............. ,..... ...........................................
Installer Address
d Type of Building Size Lot............................Sq. feet
U Dwelling—No. of Bedrooms........................................Expansion Attic ( ) Garbage Grinder ( )
Other—Type of Building 'No of ersons Showers
a ag --------------------•---•--, i P ----------•--------- ( ) — Cafeteria ( )
Other fixtures .----•--•------ ---•-----•-•-•----=-- .
W Design Flow.............................:=:::_......__gallons per person per day. Total daily flow............................................gallons.
WSeptic Tank—Liquid capacity...........-gallons Length................ Width................ Diameter................ Depth................
x Disposal Trench—No. .................... Width . ............... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No..................... Diameter-------A.......... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dos%ng tank ( )
aPercolation Test Results Performed bY--....-•----•••--------•-----•--------••---•-------------•------------- Date........................................
Test Pit No. 1................minutes p,\r inch Depth of Test Pit.................... Depth to ground water........................
(%, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
....................................................
•------------------------
•----------- --------------------------
...........-----------------•-------•----
ODescription of Soil.... ...........................•----------------------------------------•----------...---•----------------•-•-------•-•--...........
x
W
UNature of Repairs or Alterations-Answer when applicable..._.__..__ �!gTA.......NfFW.......5y511�M t�a�
ADS_�Ti o .............................
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 is the A f li alt .
Signer". ., /0 1`y 3
----- ...._..._
Application Approved BY ............ ......................................................... ----..�®-.�/
----- -- ----------
Date
Application Disapproved for the f ollowr g ons--------------------------------------------------------•-----•--•----•-•-----------•-•-•-• •----.......--•---
...........-•••-•---•--•----------------------------------------••-,-- •-----...........--•-------------...----------.......-••-•-------------------------------••-------------.._.. ......•---•---•-
Date
PermitNo........................................................ Issued.......................................................
Date
THE COMMONWEALTH-OF MASSACHUSETTS
BOARD OF HEALTH
..........................................OF.....................................................................................
Trrtifiratr of Toutplinnre
T 7 "ERTIFY, the Individual Sewage Disposal System constructed ( epaired ( )
by---- --- ----------- --.---••-----------•------ ------ -----------------•------•--•-••------.... ....--.------..--------...... --•--•--------
.....................
Installer
............................................................... 4�'e-win--the-
'3has been installed in accord ce with the provisions of TITLE 5 of The State Sanitary Cede sapplication for Disp sal �, rks Construction Permit No.._. . ..... . 7.. :._....... dated_..j. ..�...... ....................
THE ISSUAN F THIS CERTIFICATE SHALL NOT BE CONST E S A GUARANTEE THAT THE
E
SYSTEM WIL F TION SATISFACTORY.
DATE...../-&.................................................................... Inspector.. ...........................................................................
THE COMMONWEALTH OF MAS ACHUSETTS
BOARD OF HEALTH
.r�.� *- ..........................................OF...........................................:.........................................
No.:....................... FEE .....--•-.•--
�io�oonl orko �ono#rttrtUan �erntit
Permission is hereby gr ted. ---- - ..........................................................
to Construes )�°r it ( n Individu Qe�`ag e Disposal System
atNo..._... .. --- ,.......--........................------------------------------------ ....................................................
Street
as shown on the applica�on'for Disposal Works Construction Permit No...... --- -----•-- Dated..........................................
................... ------------------------------------------•.----•
? Board of Health
DATE.....................4�--- � -----��-•------------- ------------
FORK 1255 A. M. SULKIN, INC., BOSTON
?o f \
\
� A
L6CR770N /5AoA/57�$GC MAss-
P�77770W&' :5:.
a LEGEND
m
N nor f ° ' 0 ---98-- EXISTING CONTOUR
x 100.98 EXISTING SPOT GRADE 3g
or v -W EXISTING WATER SVC. ' PG
Route 6A -U UNDERGROUND WIRES �95
EXISTING GASSVC. QB
TEST PIT
BENCHMARK OPO
c
a
53.79 .
RAILROAD
LOCUS sa-3s ' !, 2a1
e. NI s 88 53.74
LOCUS MAP EoGE °F
NOT TO SCALE 96 S 09 ,�N� 52.97
,
N 334-003`� .a
51.25 '
� 43,218 S.F.t.'
x 53.04I It 7
(
EXISTING SEPTIC SYSTEM `
t, (TO REMAIN) x'53.34 �-
CP
28
x 52�56
� GN / w
9.31 48.6 , O 00
E +51.92 O Uj ;
Gs�91 .1` o Cn
49.09 `\ rrI
"BENCHMARK
OUTSIDE CORNER OF
�`� ,�- s\.95
GARAGE LIMP 48\7 CONCRETE APRON
5 ,12 PAVED kFL.=5a66(ASSUMED)
�\ SH�ZUBS DRl VEWA Y 47.97 j x 44.21
�z V ,
55.9 4.33, 49.51 EXISTING CESSPOOLS
`s TO BE PUMPED, FILLED WI TH
SAND AND'ABANDONED
7. 1 �\ EXlS77NG I 4 . 6
5 0 HOUSE(#1396) s0.69 G) j 7.51
G \ _ \
TOF,-57.62f �
INV.(OUT) Zpv 48. 4
58.5 =55.701 ���^ 0.66L PARKING 47.7 5r
47100 e}
1
\\ �1 48.35 / x 43.25
•• �`` `� n.� .6.62 \ `.� 0 ' x 4 52 1
CB\` X 59.63 51.
58.86 '�'�56.52`
\ cb `` `� �\ x 49.50
58.95
- ; 50.44 T i -
�\ o o PROPQSE �� SHED
°`,SEWER CONNECTION 1 ��10 Q ��3.97
` ` . x 60. ` . 5'I \ \\\ j x 54.37'1\54.4\t4 '.
51.
\` c? x 61.09 6 `� \ �` ` i '�ry9:81
6) \. 61.84`x a`. �i$4 ��`C`� \ P-1 Lh `` 1
5.70 it
U, 6Z
PROPOSED SEPTIC TANK N x 2.40 � \\: �` Six 43.72
_ --. �� 57.39•. t�v\`� x 55.20 `� Q
�` �`�`�" TP - \� '`INSTgLL A 40 MIL POLY LINER
' �� 3�'\ %TOP 1 OF LINER, EL. 54.0
x 64,�G \ G
CI?
OTT.,OF LINER, EL.=50.5
CB68.29
---- c�
--tS8--
x 69.67I
58.02
70 /,r� �1Cp 848.50
OWNE' N N � E W ANR ENO RECORD ALLAN R & KAREN M
1396 MARY DUNN ROAD
7158 P.O. BOX 142
CUMMAQUID, MA 02637
414Ssq�ti
o PER T. PROPOSED SEPTIC SYSTEM UPGRADE PLAN
McENTEE '
1396 MARY DUNN ROAD CUMMAQUID, MA
CDAL N
35109 Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
Engineering by: SCALE DRAWN JOB. NO.
EN ` Engineering Works, Inc. 1"=30' P.T.M. 113-11
2, / ��6 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
(508) 477-5313 2/26/11 P.T.M. 1 of 2
9
a
NOTE: TO PREVENT BREAKOUT A 40 MIL POLY
LINER SHALL BE INSTALLED AS SHOWN
SHEET 1, TOP EL. 54.0, BOTT. EL=50.5
i
SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S.
INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT INSTALL INSPECTION PORT OVER END UNIT
OUTLET AND SET TO 6 OF FINISH GRADE COVER SET TO 6" OF GRADE ,
T.O.F.
EXISTING- F.G. EL:-57.Of F.G. EL: 57.0t 54.0(MIN.)/56.9(MAX.)
MAINTAIN 2% GRADE (MIN.) OVER S.A.S.
L = 6' L = '(MAX)7 INSPECTION
® 1% (MIN.) p S=1% (MIN.) ® S=1% (MIN.) PORT
4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC
s"
1 4" 6 3.3" TO
INV.=54.03 ao' LIQUID I 1
LEVEL
GAS
ADBAFFtE INV.=53.72 PROPOSED INV.=53.55 r 3 ROWS W/13 UNITS AT 4'/UNIT = 52.0'
INV.=53.78 D-BOX INV.=53.48
_ PROPOSED SEPTIC TANK SOIL ABSORPTION SYSTEM (PROFILE)
KM
FRALO ST1500 GALLON PLASTIC TANK
TIE IN TO EXISTING SEWER
AT, OR ABOVE, INV_=54.20 ESTABUSH VEGETATIVE COVER
BACKFILL WITH CLEAN NATIVE OR
NOTES: �PE SAND TO TOP OF CHAMBERS
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE
INVERTS, PRIOR TO INSTALLATION. BREAKOUT--TOP ^..."
TOP ELEV.=53.9
2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND
TRUE TO GRADE ON A MECHANICALLY COMPACTED INV. ELEV.=53.48
SIX INCH CRUSHED STONE BASE, AS SPECIFIED BOTTOM ELEV.=53.20
IN 310 CMR 15.221(2). 2.83'
3) INSTALL INLET & OUTLET TEES AS REQUIRED.
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 4' MIN. ABOVE BOTTOM OF EFFECTIVE WIDTH=8.5'
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. T.P. EXCAVATION OR G.W. EXISTING SUITABLE
MATERIAL
ADJUSTED G.W., EL=45.2 -
SEPTIC SYSTEM PROFILE UNITOS`NWIT NO OF
INFILTRATOR STANDARD STONE & NO SEPARATON BETWEEN EAC FILE
H ROW
N.T.S. TYPICAL SECTION
GENERAL NOTES: SOIL LOG
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE:LOCAL DATE: FEBRUARY 16, 2011 (REF#13,194)
SOIL EVALUATOR: PETER MCENTEE PE
BOARD OF HEALTH AND THE DESIGN' ENGINEER. WITNESS: DAVID STANTON R.S. HEALTH AGENT
2 ORK AND MATERIALS SHALL ST STATE ENVIRONMENTAL CODE,.
VO THE REQUIREMENTS
ANY OF HE APPLICABLE ELEV. TP-1- DEPTH ELEv. TP-2 DEPTH
LOCAL RULES AND REGULATIONS.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLE6 PRIOR SANDY LOAM SANDY LOAM
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH.AND THE - 10YR 4/2 10YR 4/2 .
DESIGN ENGINEER. 53.7 6" 54.7
6::
- , 4. ANY-CONDITIONS-ENCOUNTERED-DURING CONSTRUCTION-DIFFERING ---- -"
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN SANDY LOAM SANDY LOAM
ENGINEER BEFORE CONSTRUCTION CONTINUES. 53.2 10YR 5/6 28" 53.2 10YR 5/6 24"
5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. C1 C1
PERC LOAMY SAND
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF LOAMY SAND 28"/40" 2.5Y 6/4
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 2.5Y 6/4 49,2 72
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 49 2 78" C2
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. C2 PERC SANDY LOAM
8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 78'/90" 10YR 5/3
SILT LOAM 47.7 C3 90"
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 10YR 5/3
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE SILT LOAM
DIRECTED BY THE APPROVING AUTHORITIES. 10YR 5/3
45.7 1 120" 45.2 120"
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 'Cl PERC RATE=6 MIN,/IN. - "C2" PERC RATE=60 MIN./IN.
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING NO GROUNDWATER ENCOUNTERED
CONSTRUCTION.
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
12. AREAS REQUIRING •STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 4.5"
INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL.
13. SUBJECT SITE DOES NOT LIE WITHIN A STATE REGULATED ZONE II. ® ® ® ® ® ®
14. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
AND IS NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. INVERT 3.3"
52"' 17.8"
DESIGN CRITERIA TOP VIEW QUICK4 PLUS END CAP
NUMBER OF BEDROOMS: 3 BEDROOMS Imo- 48'
(EFFECTIVE '_ENGTH)
8"
SOIL TEXTURAL CLASS: CLASS I ("Cl") 4' EXISTS UNDER S.A.S.
CLASS III ("C2" IN TP-1) 34"
DESIGN PERCOLATION RATES: FRONT VIEW smEVIEW
"Cl" 6 MIN,/IN. - EFFLUENT LOADING RATE=0.70 QUICK4 PLUS STANDARD LOW PROFILE
"C2" 60 MIN./IN. - EFFLUENT LOADING RATE=0_15
DAILY FLOW: 330 G.P.D. INFILTRATOR SYSTEMS,INC.
DESIGN FLOW: 330 G.P.D. 6 BUISNESS PARK ROAD INFILTRATOR SYSTEMS
P.O.BOX 768
GARBAGE GRINDER: NO OLD SA BROOK,CT06475 QUICK4 PLUS
LEACHING AREA REQUIRED: (330) = 471.4 S.F. PH.(800)221-4436 STANDARD LOW
(USING "Cl" HORIZON) FX.(860)577-7001
70 W W W.INFILTRATORSYSTtMS.COM PROFILE
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY PROPOSED SEPTIC SYSTEM UPGRADE PLAN
PROPOSED D-BOX:: 1 .INLET,, 3 OUTLET (MINIMUM)
USE 3 ROWS OF 13 - INFILTRATOR QUICK4 STANDARD 1396 MARY DUNN ROAD, CUMMAQUID, MA
LOW PROFILE UNITS WITH NO STONE _ Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
SIDEWALL AREA: NOT APPLICABLE Engineering by: SCALE DRAWN JOB. NO.
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF UNIT) Engineering Works, Inc. NTS P.T.M. 113-11
39 UNITS x 4.0 LF x 4.73 SF/LF = 553.4 SF 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
DESIGN FLOW PROVIDED: 0.70 x 553.4 = 387.4 GPD (508) 477-5313 2/26/11 P.T.M. 2 Of 2