HomeMy WebLinkAbout0010 HERRING RUN DRIVE - Health 10 Herring Run Drive
Centerville
A=228 - 038
UPC 12534 '
0.2-153L0
nrr
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
0[pplitation for Vspo8al �&pstrm Construction Permit
Application for a Permit to Construct( ) Repair(F�grade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot N�o../D Ae rr „5 Owner's Name,Address,and Tel. (3
Assessor's Map/Parcel �H 4--v k,L,tie Ds - o S'C A
Installer's Name,Address,and Tel.No. O39 Designer's Name,Address,and Tel.No.
e �vvl : p`a,i f• � �,c�/ kv&_10011 S
SDI. 26 y' -5!!C_d .S�F Y77 313
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank 40 r `Z,Type of S.A.S. l�cl y�oy (ff C��e n���s 4-t. S o
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) ,,�e- A ev t dJL
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.
Signed Date
Application Approved by Date y
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
No.r5 0/ J Fee
THE COMMONWEALTH OF MASSACHUSETTS Enteredincomputer: Y
PUBLIC HEALTH DIVISION - TQ�F BARNSTABLE, MASSACHUSETTS
01ppl tatlon for IbispoBal.6pBtem Construction Permit
Application for a Permit to Construct( ) Repair 11411A6.1de( ) Abandon( ) ❑Complete System ❑Individual Components
�r
Location Address or Lot No�G / �!rr�`„5 . n,� Owner's Name,Address,and Tel.Now 5`„�e-�
Assessor's Map/Parcel GeH -�"t/ k/t !t e �a �I• fi o Sc��
Installller's Name,Address,and Tel.No. (� ��j� Designer's Name,Address,and Tel.No. /
b;d "It01 d �v`✓ j to j/t r" �
ie.Q// p o,/-KS d!r rS 4Gr��
P-67- -?Oct/ d5c-d'7 � �! .!`n F y77 �3/3
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building , No.of Persons Showers( ) Cafeteria( . )
Other Fixtures-
Design Flow(min.required) gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title Size of Septic Tank 11:�—X.S r� / 00 Type of S.A.S. /ed 0 .�Qy (�� l,/K 01 J1,-s
Description of Soil
-------------
Nature of Repairs or Alterations(Answer when applicable),,i�,,e w e (4 -9g e .�, i✓ )Tax,
OF
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. -
Signed*_ Date Y'f
17
Application Approved by Date
Application Disapproved by Date
for the following reasons
r
Permit No. / 'ter Date Issued
-------------------------------- -------------- -----=-- - ------------------------------------------------------ - -
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliante
THIS IS TO CERTIFY,that the On-site Sewage Disposal system CC nstructed( ) Repaired Upgraded( )
Abandoned( )by D . Ij,14,0 h d O. C>r. ,,n
at e r/ i r,o-7 has been constructed in accordance
with the provisions of Title 5 d the for Disposal System Construction Permit NoT( �� dated �
Installed e-44-i' I/ ID 1 414,U#6 Designer ? ,17 C.C/'i i4 ` l
#bedrooms Approved des -flow gpd
t! }}
The issuance o this permit shall not be construed as a guarantee that the system wi17 ctio �as designed.
\ F
Date �� ; � � 1� Inspector -
t ,
^}- ---------- ---------------------- -- ----- ---=--- =--- -- = = - ----)
No / f "— 4] Fee s`
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposar *pste Construction permit
Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( )
System located at Of'
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.
r:
Provided:Construction must be co pleted within three years of the date of this petmi" t.
�Date �/ f Approved by
r
Town of Barnstable
w Regulatory Services.
Richard V Scah,Inferteu Director
y .^i^S�. l�ubhc Health Dtvisiot" ,
ThOmas'McKcan;Directw
200,Nl fiiin Stivct;IIynnnis;iVIA:02601 "
-
Office: 308-$62=4641" `��' FxY '30$-7.90-G.iO=t"
Yds#alleeA Designer Cerilficatio"mForm
Date: 7� > SeEvage Ferniil# Asscsst's Map�I'arcel,. Z" `O'� <
n.�e
Ocsigner: F—::n..? y1 tz r cut:^l is 1 ` Insi lilel,: !4` ,�2•;Jv�. 4
Ad.dresst tZ w, ,trrti ,c`�~iztc{ tzc� Address: qr
oil. was issued a pernizt to install a
(date) (lliSt3Her)
G q 3 Soh s r -. ��s�-��... i(
septic system at baSec1 on a design drawn ry
Mcife,
Ct
........
(designer).
"I cettifv that:tlie septic;system irefere{iced above: vas instal[�d,sut staiitidlly acccirdf to
the design which tnay nclude minor approvzc changes etich as:lateial relo. ion oAhe
drstnhi(tion`"box tndlor se}itic to lk Strip:out(if rvgiaired) ova"s Inspected;and:tiib soils.
were Mound satisfactory:
_ I certify that the septtGAs'stem 10ferenceci above uas in'slal led.�w th major 4hatur s (i.e:
greater than I,Q'lateralrOoc ition of the SAS p.r any ,vertical telocition,of any cu i�ponent
of the septic sstem}hilt zn acc'oi �nce:wtth Sfate R.Locaa Regulations. Pl.a re+ision,or
certified is-btial,t by dt�igiter to f Ilow. Strip out,(tf rcclu,irc+)w�s'.inspeete(1 and the.'§ if§
were found sat'sfactoia%':
I certify that"the system refit :wed above was comqucre(1 i��.co iliarice':vit:h Hie.terms
of the T1A approi� ! i tc
PETEIR,T
iE E
_ (Instal ter's Signahire}
'2;
(Designer s Siariarure) (A, ix lazs gt Hete}
PLEASE!U TUR7'V"TO E PUEiLiC [Tr.A TFf p1VICi(?V Ck1f21 ti sC°<1 9"t;
Ol+ COMPLIA CC 1V 11 L -NOT LK ISSUED UN Tjr, R(''rl1 !-9.1 c FORAI AND AS-
SLtII;I'CART?ARI+'tZ€+€ ':t'o�'i 1 x, +S_3.: ARUIINSTABLE:Pf_.f,_LC'JIEALTADI��ISUOIS'.
;
THANK YOti: _
4.,
v�eptie il7csigngt,C ec[iiacatj n!uro�Rec �. .i c
i
TOWN OF BARNSTABLE ,n, p
LOCATION/6 ��!�fei1� s4✓i SEWAGE#
VILLAGE c. np?*tJ✓,`//-e ASSESSOR'S MAP&PARCELp�o��"�
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY �'X a s�-
LEACHING FACILITY: e -Z E66 C� 4vj
(type) q da (size) '2 je 13 7C Zr
NO.OF BEDROOMS 3 OWNER 4<44✓► ?SG'�it9
PERMIT DATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any'wells exist on
site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY
Q
3
9- 1 12
13- S- z 2
C, 'Z ,'
Town of Barnstable P4,Department of Regulatory Services
BMtN8TABM : Public Health Division Date
MASS.
�A tG3y �e� 200 Main Street,Hyannis MA 02601 h==
Ufa ru•'t" r�
Date Scheduled Time Fee Pd.__ 1
- -c�
Soil Suitability Assessment for Se e Disposal
M
Performed By: e�t I— 1_`('6A&-e� ��t S�Z Witnessed By: f
LOCATION& GENERAL INFORMATION
Location Address rb H-e�,�� n� Owner's Name d ,A f\ed LTC S�j V6
Addressroc -
J r C e kN 4—t ry r l�e m�4 07,.( Z
Assessor's Map/Parcel: '?j- /d 3 Q Engineer's Name 15 vl i
y
NEW CONSTRUCTION _ 1REPAIIt Telephone# �S`-4_77—Y4-7� L: ,
Land Use /`-� G� 44-d 1 Slopes(%) Surface Stones /VO'/ X
Distances from: Open Water Body ly ft Possible Wet Area P Y,, rr _ ft Drinking Water Well 7 Mfft
Drainage Way N A-1 ft Property Line �t�1 'L� ft Other _ ft 3
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
T
j.
Parent material(geologic) _ _r Depth to Bedrock Gr_t
Depth to Groundwater. Standing Water in Hole: OV y Weeping from Pit Foce/✓���- _
Estimated Seasonal High Groundwater _
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used:
D ! Obser Ad sL.ndir. of .holesoil -
_ ep.h S i.i In, Depth to inottls; In.
Depth to weeping from side of obs.hole in, Groundwater Adjustment
Index Well# Reading Date: Index Well level Adl,factor— Adj.Groundwater level
PERCOLATION TEST bate Tinto
Observation
Hole# Time at h" _
Depth of Perc � Time at 6"
/S at t P o (Z,
Start Pre-soak Time @ _ J Time(9"-6") _
End Pre-soak ___
Rate Mir../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.
Q:\S EPTIC\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,%Gravel)
—� f�- l..ct�rwy �►.� 1,0`t>?4�Z — ,
<43 -_Z�F_ 'j3. Low r,.�5w t:o`f(Z'<74
DEEP OBSERVATION HOLE LOG Hole# °Z
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,% ravel
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency, o Grave
T
DEEP+P OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%Qmyel)
Flood Insurance Rate Man:
Above 500 year flood boundary No— Yes
Within 500 year boundary No—46, Yes
Within 100 year flood boundary No Yes
Death of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious 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 C��
I certify that on (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 traini expertise and experience described in 3 10 CMR 15.017. /
/
Signature Date_—._ � 111
Q\\ EPTIC0MCFORM.DOC
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PLAN
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.
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
...........................................OF................................................----------------...............---------.. � z2, to_36P
Appliration for Diaposttl Works Tonstrur#ion Frrm
Application is hereby made for a Pe t too C onstruc ( ), or Ret
( ) an Individual Sewage Disposal
System at: 11e.221 Nr N 2,,
_::
a,� .,r-c1^'G/?�* ;hI�L ... E121✓tort
................ __ ........Locati Adar' -...... or Lot No.
".........._................
................ -_-- . t , .................. ......................................................_-----............_.....------.............
nL`--�`. --•.............................Address
staller Address
Type of Building Size Lot..:3'Zil ........Sq. feet
,., Dwelling—No. o Bedrooms...........�.............................Expansion Attic ( j Garbage Grinder ( )
'4 Other—T e of Building ............... No. of ersons.......j'_._._....._...... Showers
a Other—Type g -:----•-•---- p ( ) — Cafeteria ( )
dOther fixtures ....:.................................................................................................................................................
Design Flow.................... .................gallons per person per day. Total daily.flow........3.3%..........................gallons.
Septic Tank—Liquid ca.pacitypll U...gallons Length...u_..L... Width...Y. �:... Diameter./.yI....... Depth..S- `
W
x Disposal Trench—No._./ �f!......... Width.................... Total Len Total leaching area....................sq. ft.
Seepage Pit No....... .......... Diameter......./P......... Depth below inlet.....-_.......... Total leaching area... .....sq. ft. _
Z Other Distribution box ( ) Dosing tank (
Percolation Test Results Performed by._._/ _<...- R u!>.!..........................:.......... Date....[-C?/!.f/ ......
Test Pit No. 1.. _z ....minutes per inch Depth of Test Pit......L......... Depth to ground water.AYf::�......--.
Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
�i z ------------------ ..............
-.-.-----------
---------------------
................
.._....----------
.:.
O Description of Soil..............%z..—...Z......��. '...fif/ c.�....
...................................................................••---•--••--.
x W ` i� S� G� .-ti................ - ..1.! -•-------..............---.........--•-•---------•-------•--------•----------.....
----•--•---•------------------............................
•------------•--•-----------------.--.---------------
-.......................
------------
•---------.-.-----..........._..........
.-----------
U Nature 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 de—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has ed by the board of
Sign ----- ---------- --...............
••1�h
.. .. . .
Application Approefothe'lfollou�iing
. •--....--•..........••--•...............................•--------•...... ---/4 ..........
Date
Application Disapprov reasons:--••...............................•----•-••-•--•---•--•---•-------------------••-----......Date......---•--
--•••.................•••-----••----......-••-•----•--•-•--••----.......-----•....----........----•••--.---•-•--••••-•-••••-•...-----•---•-----.....-----.....••••----•-•-....-----•...-----........._
Date
PermitNo.................••----....---•------....••-•--.--.... Issued.......................................................
Date
THE FOLLOWING
IS/ARE THE BEST
IMAGES FROM POOR
QUALITY ORIGINALS)
I M ^C&L
DATA
/10 Al
THE COMMONWEALTH OF MASSACHUSETTS
r BOARD OF HEALTH
...... ....................OF. ..........}I.................................. ...................•..
Apph ation for Disposal Voiks Tonstrurtion Hari#
Application is hereby made for a Permit to Constr t ( ) or Re air ( ) an Individual Sewage Disposal
System at: e a!o !! �f/ �''�4'.00
�D(L,
Ljjocat Addr r or Lot No.
�.............._.- -- �f.1... f.. ........... ...... •-•-
n / Address
W
,-1 _ 'Iler .cs.... ------------------------------------------•---................-----------------•--............
►-� f Address
� /�Typeding Size Lot_ .._..._.Sq. feet
Dwelling Garbage Grinder
o Bdrooms............� .................•--•--•-----Ex a sion tt c ( )
aOther—Type
of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
dOther fixtures .......................••-•---..........---•----.._.....•------------•----.........-------•-•-•------._._......__...... ..................
W Design Flow................._..............._._..gallons per person per day. Total daily flow........:..._?...........................gallons.
WSeptic Tank—Liquid ca.pacity!C�q...gallons Length._t:':_.�i.__. Width_:/_.::..... Diameter AA....... Depth................
x Disposal Trench—No... ........ Width................... Total Length.................... Total leaching area....................sq. ft.
......... Diameter Diameter..... ......... Depth below inlet..__�•�:`_.......... Total leaching area �{________sq. ft,
Seepage Pit No....__L
Z Other Distribution box ( ) Dosing tank
~' Percolation Test Results Performed by r`` �f 4':' Date._-::_- •:!�.c . .....
Test Pit No. 1. .._._minutes per inch Depth of Test Pit......_�.......... Depth to ground water.L`...................
fs, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
...................-.........................................................................................................................................
O Description of Soil______________r i - ��'�• ' '1/4:S 0
...............•--...--•--------•-------.....------...--•------------------._._....._......•-•••-••-•••-_..
(xj ------------
•......
•------- _..:.+�r L
...............................................................................................
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 ode—The undersigned further agrees not to place the system-in
operation until a Certificate of Compliance has ed by the board of ealth.
ehe
Sign ...._._.. �' --••••••-
Application Appro V:........_ � .._ .......................•••••••••••.........__•••••- -• ...._____--••--
Date
Application Disapproving reasons:...........................::..............
-•......................................•----._...-•-•-•-------------------•--------------...------.............•----•--. .--------------.........---_--•• ---•••----•-••••-
Date
PermitNo...............................•••--.......••----........ Issued.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF EALTH
..............t�......OF................ ................ ............................
(9rr#ifiratr of Tounplittnrr
T IS CER IFY, That the dividual wag .Disposal System constructed (,,,,,:. -or Repaired ( )
by.. - .
stauer
at. ......... ... °r-------... ['y` - - •- -----------•-•---------•-------------------------•-------
has been installed in accordance with the provisi of T T LE 5 of The State Sanitary Code gibed in the
application for Disposal Works Construction rmit No
has dated_../ . ............
THE ISSUANCE OF THIS CERTIFICATE_SHALL NOT BE CONSTRUE® AS GUARANTEE THAT THE
SYSTEM nIJ�L- C� N SATISFACTORY.
DATE......�.... �._.... Inspector......... _•• -•--•-•••-----•--•-•-•••••••-••-•-•--••-•-••----•.....••••••......THE COMMONWEALTH OF MASSACHUSETTS
BOARD %F HEALTH
OF.............. ..: 6
...._..... !�
No .r ... FEE.. ...................
Disoug 1 s ft, ns Wan rutit
Permission is ebY gr d .............................................
to Con or Rep ) an In ' 'du ev�> isposal Syst
at ems::--••••• •-••••.. d
Street
as shown on the application for Disposal Vl,orks ruction_Permit ... ...... ..... Dated/.__!. 5..----
Board of Health
DATE..................�._.__....
1••......................•----•••. _.
'— ,FORM 1.255 HOBBS & WARREN, INC.. PUBLISHERS
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LEGEND l�cartlC dt��„vrp
EXISTING SPOT ELEVATION `0.0 CERTIFIED PLOT PLAN
EXISTING CONTOUR --- Q — — l ��`'9nav ' �0 7 s�c<a �; � y rr ` i
FINISHED .SPOT ELEVATIONnzr ��'"'` '�
FINISHED CONTOUR 0 � ROBER7 ; , = /—l� lI'BRU
APPROVED , SOARD : OF HEALTH
ASS
DATE .. - �kD sub / /�.� / �
AGENT SCALEl / /� MATE i // c
61r.1Ma5
TLDREDGE EN l EE'RING rvf- IN
` ------ 1 CERTIFY THAT THE PROPOSED,
EGISTERE 17,
ISTlt�ED Job' NO. Y3,..•.....��'.�.. 'BUILDING SHOWN ON THIS PLAN
CIVIL LAND 4'; CONFORMS TO THE ZONING LAWS
EIV(31�1R R . . F • OF _�ARNSTAi�LE , h�ASS.,
"lI2 MAIN T'f3EET C4�• GY$: . . ?
1.1YA.WN I S,, MASS.
SMEE`C OF z- ATE r ,l7
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y �..._, _.. ./
. - . .._ _. EY0F2 ..
ltIOTF /F E/TNER THESEFTlC TA.Vk OR
�O FT. M//d• ZE=ACH/NG P/T ARE MORE TNA-IV
/O f7: JW/N. GRAOEj f1 "*,V1A14E7ER CONCR.F7,Cr C'OJOWA
S,+l,ALL BE ®RatJd Y7- TO GRAO.E.
CONCRCTB 40PYC P/Pz &VE.4Vy CAST /RO/Y Co us
EL l o C
CO M/N. O/TCH !F/N DRL✓EJ•t/A y
YERS �8'PFiQ.FT.
2% M/N. CD/1/CRETE •
D7TA0E COVER
1 C.L EAIV.SAND
L%QUlD LEYEL �/
.4"CAST 2 -AYE
i , IRON P/PE c _ �jQ� 0 e-o �. a o GAF
o� MJAI.P/TCN G.•1L. ' ► • • • • • • • • e •A WASHED 5701VZ
%4'PER JrT. SEPTIC TANK D/ST, • e • • • . • • • • •' a e 4
�:_i: BMX O l C ! ! � I • • 1 • • �•0� + a
br;.: s • • • • !EFFECT/VE • R • y 3�4 - �2
• ' • • • AEPTN • • • • • v• WASHED STD.YE
• • • r • ••� � �• ° •
8 x /.0 - 7A i a� • • • • • • • • ; dabPRECA57'SEEPAGE
/1V!/Eit7r.CLE✓ATIONS P/7" c�P•4c'-f'l S4i'� G � /�F`lG� y am, • •. r • • • •.• • :s e O/T OR EQU/✓.
INYERT AT DU/LD//VG 9 9 `� Fig SS/8 = 3� G'�`/ /o Dp C(SEE T TWAN)
INLET SEPTA' 7. 9 8f12 FT, /Sd�° P/fi" FT Aih'J
OUTLET SEOT/C-7ANX y8.g FT
INLET DISTRIBUTION BOX 9� 9` 197, GROUND. WA-rEW 7Ad6LE
9 z SECT/O/V GF
O(ITLETDJSTR/Bl/T/ON BQX FiC
/NLET LEA CI IAW /=/T 9b'.p Fr SEWAGE ,01.SP 5AL.SYSTE�/i?
LEACH/NG �/T 7ANMAT1D/V
VIMENDES/SN CRITERIA
seALE _ %~ _ /= 4~ pJt/.Hv� N S 6 AFT. x
NUlNdER OF BEQROOMS 3 D/MANSION C
g F T m"v
GAROAGEO/SPO.S,4L UNIT YES 50/1 LOG .SDet TE3T
.TOTAL E3T/JNArEG FLOH/ 33 O GAL�DAy S0/L TEST•0! S0I4 TX-ST,02
NUMBER G1F PITS f FLE✓. 9�•Z -ELIFY. DATE OF SOIL TEST l/ 1q3
S/OF LEACHJNG PER PIT l S4i PT. . 3 E �>4cy�3 i
i U - ! RESULTS iV/TNESSED dY
®OTTOM LE.4CNlNG PER P/T 7$
Soy. An Lp�Al � PERCOLAT/ON Jl qTE#/ L_SST MJAVINCH
TOTAL LARCH/NG AREA SQ. FT. �� s v13 s v�� PIERCOLAT/ON RATE A2 T a�N M/N.�INCH
R 9 54=9VEGE4CN//V6AREA Z �' b Ski. FT.
LET SGUrH Gc�U v7 12�, O ✓ S�
0 , l `� :, � �Lr A�A� YtJ S �tG Y
-3/ ROBE
`�, s�
Cam 7V-'`F=fZV/ LLE
6RUCE �. I� A.Al_B
MORSE C/,
No. 10951,o ELOREDGE EJOAVAfAWVI VG CO. IYC.
c, 7 ? 7J2 MAIN ST. //YANNl3 MASS_
�� /STE
`t -AD suh-v �fsc <`•�'% NO GROUND Y✓.QTrJT ENCOUNTl�REO CL/ENT G2iMc--s D.ITE:
/Oyu ql j'
(�. GROUND ys/ATE.P AT AFL-Ei/ JOB N T SN€C7 2z�OP —
r— AGT �� 9
-7
LOCATION SEWAGE PERMIT NO.
VILLAGE if �.E
e
+IMSTA LLER'S NAME i ADDRESS
1,Li S 6/2of ' [o l
B U I L D E R OR OWNER
DATIE PERMIT ISSUED
DAT E COMPLIANCE ISSUED ��� 3
TOWN OF BARNSTABLE
LOCATION SEWAGE # �J /09°7
VELLAGE 7ecJ^ !ii L c e ASSESSOR'S MAP & LOT80- 031
INSTALLER'S NAME&PHONE NO. tl—4 r r✓ Ed L "/2
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) (size)
NO.OF BEDROOMS
BUILDER OR OWNER
PERMITDATE: /02 / S' COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility (If any wetlands exist
. within 300 feet of leaching facility) Feet
Furnished by
- 97--EXISTING CONTOUR N `Long Pond
x 100.98 EXISTING SPOT GRADE ®p
Dr.
ye
W EXISTING WATER SERVICE
G EXISTING GAS SERVICE
U UNDERGROUND WIRES
-�.H.*--OVERHEAD WIRES T j LOCUS o
TEST PIT
a
m = r
BENCHMARK Pine Street
LEGEND
t
o
E Y
r
LOCUS MAP
NOT TO SCALE
n�
a'
S
x 37.14
S
BENCHMARK
45.5 l� �'► MAGNE77C NAIL SET
EL.=43.64
/ /37.82
x 45.34 fence $ 82• ;,
-1, a4.88 17'40 E
165'f 142.1 1 ,�
EXISTING LEACH PIT x
T
37.50
CONTRACTOR SHALL PUMP, r=" O t�
FILL W/SAND & ABANDON
-Z 43.62
1
4 6 44.74 x
43.62
EXISTING SEPTIC TANK 0 44.99 shr }`
d:) ;o a.
TOP OF TANK, EL.=45.02 /
INV.(OUT)=43.69f (,'. r..:w:: 1 \� NI GAIR?A
DECK t:: �.
:JAG. L SET' ::,"'.: \ (/)
45.71
4364:: .`-. .: .I
BENCHMARK-1 45.35 < _ Ki
40.00
OUTSIDE COR./STEP M-1 /. �r :'` r .38:
EL.=46.10 x 45.42 6.10
PAVED D 'NEWAY.-- ; ~: .
45.43 EX/ST/NG� 43s7 l al:zl ':.c 4a61
`,P SET
x 45.42 x HOUSE&10)�
v 45.33 T.O.F.=46.5ff
40.74
r..•._� O. 42.95// 40.88
x 40.07
V1
45.57 x 45.53 43.11 �° // •..
0 x
45.54
N x
dN' x 46.76 43.06 q/}h
\, Q
0y
ZN x 5.17 44.94 43.35�
t 44.61 / � / / /
/ 0
t S � 40V x 39:18
44.81 �q___
lb 37.2 /fc�44.1 --- [19��
I x 42. 8
( ARCE lID: /22&/-0�8
Q 52,949 ±SF/oq
45.11
x 45.20 ( 1 1 1 l'� 1
/ I i .� L�r•2 � /cV�o
/
115.75' ( 1 ��----�/ )*
45.61
as.o7 N 82--1�_40" yV ` \�'----4-2- aa.l yAss9cy
edge 45.52 of ` ----- -- o G PETER T.
pavement McENTEE
I T T 45.88 CIVIL SA
No. 35109
STREET f p,FFSSIONAC+
-7,
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
10 HERRING RUN DRIVE, CENTERVILLE, MA
Prepared for: DiBuono Sewer & Drain, 35 Content Lane, Cotuit, MA 02635
Engineering by: SCALE DRAWN JOB. NO.
OWNER OF RECORD Engineering Works, Inc. 1"=30' P.T.M. 211-17
JOSEPH, MILDRED 9 9
10 HERRING RUN DRIVE 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
CENTERVILLE, MA 02632 (508) 477-5313 7/13/17 P.T.M. 1 Of 2
w
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
SEPTIC TANK FINISH GRADE SHALL NOT BE < EL.41.8
INSTALL RISERS & COVERS OVER INLET & FOR A DISTANCE OF 15' AROUND THE
OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED D-BOX PERIMETER OF THE S.A.S.
INSTALL RISER & COVER PROPOSED S.A.S.
SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND
T.O.F=46.5t SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT
F.G. EL.=45.3t F.G. EL.=44.7t F.G. EL.=44.5t F.G. EL.=44.5t
MAINTAIN 2% SLOPE OVER S.A.S.
L = 58' L = 5'
® S=1% (MIN.) p S=1% (MIN.)
4'SCH40 PVC 4"SCH40 PVC 2" LAYER OF 1/8" TO 1/2"
1!fTINV.=43.69±
DOUBLE WASHED STONE
6 aaaSaaa (OR APPROVED FILTER FABRIC)
aaa66aaEXISTING aaaaaaa -3/4" TO 1-1/2" DOUBLE
WASHED STONE
INV.=41.67 PROPOSED 4' 4.8' 4'D BOINV.=41.50 EFFECTIVE WIDTH = 12.8'
(EXISTING-VERIFY) 3 OUTLETS INV.=41.30
EXISTING SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS
SURROUNDED WITH STONE AS SHOWN
H-10 RATED
TOP CONC. ELEV.=42.1 t
BREAKOUT ELEV.= 41.80
NOTES: INV. ELEV.= 41.30 aaaa
aaaaa
1) CONTRACTOR- SHALL VERIFY ALL EXISTING PIPES & aBaaaaaaaaa
INVERTS EXITING HOUSE, PRIOR TO INSTALLATION. aaaaaaaaaaa
BOTTOM ELEV.= 39.30
2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 4' 8.5' 4'
TRUE TO GRADE ON A MECHANICALLY COMPACTED 4' OF NATURALLY OCCURRING VAR KET VARIES-REFER TO SCH
SIX INCH CRUSHED STONE BASE, AS SPECIFIED PERVIOUS MATERIAL
IN 310 CMR 15.221(2). 5' (MIN.) ABOVE G.W.
LEACHING SYSTEM SECTION
3) INSTALL INLET & OUTLET TEES AS REQUIRED.
BOTTOM OF TEST PIT, EL.=34.3 =_
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. SEPTIC SYSTEM PROFILE
GENERAL NOTES:
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL __ 7,5' ��•
BOARD OF HEALTH AND THE DESIGN ENGINEER. rn
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS DECK P%
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE N PROP.
LOCAL RULES AND REGULATIONS. ` S.A.S.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR shr. h7.4' i
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE EXISTI 12.4- dp
DESIGN ENGINEER. HO SE 10
4-FROM. ANY CTHOSEONDITIONSSH WN-OHEREON D ALL B CREPOR EDTITON DIEFEDES GN RING _ 0 F=46.5f AR,4GE titi �1�
ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON ASSUMED DATUM (BARNSTABLE G.I.S.t).
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. WATER SUPPLIED BY TOWN WATER SERVICE. SEPTIC LAYOUT
8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
DIRECTED BY THE APPROVING AUTHORITIES. SOIL LOG
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION. DATE: JULY 11, 2017 (REF#15,408)
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS SOIL EVALUATOR: PETER MCENTEE PE(SE#1542)
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND WITNESS: DONALD DESMARIAS R.S.HEALTH AGENT
REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH
INSPECTED BY A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL.
13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND 44.3 A 0 44.4 A 0„
IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. LOAMY SAND LOAMY SAND
43.6 B 10YR 4/2 8„ 43.7 B 10YR 4/2 8'
LOAMY SAND LOAMY SAND
10YR 5/8 10YR 5/8
42.0 28,, 41.9 30"
C C
DESIGN CRITERIA 8"5�--
4-r PERC
NUMBER OF BEDROOMS: 3 BEDROOMS
Tj;--� 11. 30"/48„
SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) MED. SAND MED. SAND
DESIGN PERCOLATION RATE: <2 MIN/IN I-
-L�----i�
1-21.3-- 4 2.5Y 6/4 2.5Y 6/4
DAILY FLOW: 30 GPD PERIMETER=75.6'
DESIGN FLOW: 330 GPD BOTT.AREA=320 SF
GARBAGE GRINDER: NO-not allowed with design SAS DIMENSIONS
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF
SKETCH 34.3 120" 34.4 120"
PERC RATE <2 MIN/IN. "C' HORIZON
.74 GPD/SF
EXISTING SEPTIC TANK: 1500 GALLON CAPACITY NO GROUNDWATER ENCOUNTERED
PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES PROPOSED SEPTIC SYSTEM UPGRADE PLAN
SURROUNDED BY 4' DOUBLE WASHED STONE-ALL SIDES 10 HERRING RUN DRIVE, CENTERVILLE, MA
SIDEWALL AREA: 76.4'(PERIMETER LENGTH) x 2'(EFF. DEPTH) = 151.2 SF Prepared for: DiBuono Sewer & Drain, 35 Content Lane, Cotuit, MA 02635
BOTTOM AREA:............................................................................ = 320.0 SF Engineering by: SCALE DRAWN JOB. NO.
TOTAL AREA:.................................................................................... 471.2 SF Engineering Works, Inc. N.T.S P.T.M. 211-17
j DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
(508) 477-5313 7/13/17 P.T.M. 2 Of 2