HomeMy WebLinkAbout1410 BUMPS RIVER ROAD - Health 1410 Bumps River Road
Centerville
A= 208 -011
SMEAD I
No.H163OR
UPC 10259
smead.com a Made In USA
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TOWN OF BARNSTABLE
LOCATION .r (� lA, Z SEWAGE# ;?Larl_101,1>5,
VILLAGE G`.A Me _ ASSESSOR'S MAP&PARCEL IsOKI QXV'
INSTALLER'S NAME&PHONE NO. ®f\ C—`
ri•
SEPTIC TANK CAPACITY >-
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LEACHING FACILITY:(typ ®o (size)
NO.'OF BEDROOMS J ��
T
OWNER1R �1n�
V s:�
PERMIT DATE: COMPLIANCE DATE: '
_Separation Distance Between the:
t 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
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No. / Fee
'D THE COMMONWEALTH OF MASSACHUSETTS Entered in corn uteri
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
ZippIication for Disposal *pstem Construction Permit
Application for a Permit to Construct1 ` Repair( Upgrade( Abandon Complete System Individual Components
PP l7V P ( ) P�' ( ) ( ) ❑ P Y ❑ P
Location Address or Lot No. 14lo AluitoS kwcv C Avit Owner's Name ddress,and Tel.No. f4timhyvl kc, liQHAL
UAME&VIW;j Met n263ti -a(. 84,wzjI Juc WAY i CEaJ3-" tLe=' , M A
Assessor'sMap/Parcel ZO6 — 0 11 C)163'L, 7ZFLC 506-4Lo— OS4
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Add6k .v
CbAS'rrtL64rA2 N .�Z /.Kj Co. i 'L(*� C R
Ja ce p ' C' O aLe-Wf MA OUT 1 lr-L%
Type of Building: (o(��j 4,F,
s
Dwelling No.of Bedrooms Lot Size I o t i, AC_ 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 le 3o Z,,067 Number of sheets Revision Date
Title t � �� � �Ar� PsP�s ,�j
Size of Septic Tank Type of S.A.S. C I r 0'Z 1. (kf 1 �1 Ct{pYra 8 �
Description of Soil sag,- YL)A
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board�o He a ozo
Si ed Date ?.
Application Approved by Date
Application Disapproved byLZ Date
for the following reasons
Permit No. Date Issued
- -------------------------------
_' •,�' [ �. f�'w a[t. tit * 1A1
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THE COMMONWEAL 'H OF MASSACHUSETTS, Entered m computer:
d y. PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
01ppHration for BisposAr��#otrPUtn, 0.I�8trUtt101Y CrltYlt
Application for a Permit to Construct) Repair( ) Upgrade( ) Abandon( ) El Complete--System'''` Individual Components
f'
` Location Address or Lot No. 1410 AUMP3 &i veL. pi,;it; 4'ddress,and Tel.No./�ftJrn/mi k , RJR NA(_,
UA/7ekVitLc_=/MA b2431,,,, , _;sh ' 36 R,oKc II k,.a WA ye j,;Ce'a4r3t;^a+►ttt.r." , M A
Assessor's Map/Parcel 20,$ 4 0
•, Installer's Name,Address,and Tel.No. DesiggriW Name,Address,and Tel,No. R
� <' Cd`A1TIALL�/4�,!c`rk} [g""�. � 2.Ut� C�@:A~+/9`R Y
T
r(iIJGPl,rl�" c�,n r7� �.rn rNwY � Ot�l�cJs MA OL(GS3 ltitf, 5�13_ilS-L.,'1�
e of Building:
�'P �t..9
` Dwelling No.of Bedrooms Lot Size /,1)I WAC sq.ft. Garbage Grinder( )
Other Type of Building` No.of Persons, p .�v
Showers(--l'Cafeteria( )
/._ Other Fixtures f� ,
-^�. ,_-=:.ram
Design Flow min.ire quire 79�� =�:_ gp esi ow-provided
o-vtded . d 3
t. { ( z- q // gP pt gp.
Plan Date b +'Ya +7.da7 Number of sheets ,-
Revision'Date
.. Title �,t� `-a`> 1 , e l !S U Al— � ri^` �,�� ' OVLI r h Nzo [�foil,(
Size of Septic Tank I C;bQ <!!�j lt. t.1 4) Type of S.A.S. SC 1 d (t tip p ,�a
*. Description of Soil L.
Nature of Repairs or Alterations(Answer when applicable)
}
ti
Date last-inspected:
Agreement: _ s
6
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
1 •#
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 Boar o H HE
hgn 1 " Dates
Application Approved by 1// e j _/ Date
_4 Application D:isayproved by f _ r V Date ' t
for the follows g reasons
. .. ,. _
Permit No. �� Date Issued / '
THE �
COMMONWE, H OF MASSACHUSETTSs
} t BARNSTABLE, .• SSACHUSETTS
*, ecrtifiratf°of�Compfiarrce
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( Repaired( ) Upgraded( )
Abandoned( )by _
at l �;,� h, een cons c ac d� e J
with the pisione 5 and the for Disposal System Construction Permit No. a e
Installer, #}1�J Designer
#bedrooms t Approved design flow gpd
The issuance of this permit sti 1 not be construed as a guarantee that the system will functionss sfet. )
Date
J Inspector ...
No. Y l Cj4� Y Fee
, THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC 1V-ALTH-DIVISION-'BARNSTABLE,MASS WSETTS
Vsposal *pBtrm ConstCUrtlon Vertnit
Permission is hereby granite to Constfuct,O a air( U ade A andon �)
System located at C. �V
R
}
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.
f .
t.
Provided:Construction must be completed within three years of the date of this permit.
Date Approved by
4Z,
No. / a `c✓Q ! Fee
P
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftPlitation for NsOosal *pstem (ConstrUttion Permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑I ividual Components71—
,J
Location Address or Lot No. /o Ow er's Name, ddress,and Tel.No.
n /
Assessor's Map/Parcel �--� j ,
Installer's Name Address,and Tel.No. Designer s a e AAdress,and Tel.No.
Type of Building:Dwelling No.of Bedrooms (5, Lot Size pq.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 Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued b this Board of Health.
ed Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( )
Abandoned( )by
at has been con t d in r ance
with the provisions of Title 5 and the for Disposal System Construction Permit N . .� dated
Installer Designer
#bedrooms Approved design flow gpd
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
Date Inspector
— - — -_ - - --_- - -- - -- - - _ - - ---- ---- --- --- —--- --- --- -- - - --------------------------------- — — —
r
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
bisposal 6pstent Construction Permit
Permission is hereby granted to Construct( ) Repair( ) 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 be completed within three years of the date of this permit.
Date Approved by
. ,_ � ,-+.� r.• ... � •_.-.... ..�. ,+.�it .. ..._ -. . . -•
• l
4
No. t 0 . ..p= ? '_ i , F Fee
i V THE COMMONWEALTHF r MASSACHUSETTS Entered mcomputer:
' PUBLIC HEALTH DIVISION - TOWN OAF BARNSTABLE, MASSACHUSETTS Yes
Rpplicatlon for D1StJosal *pstem Construction Permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑I dividual Components J
Location Address or Lot No. Ow er's ame, .dd ess d Tel.No.
Assessor's Map/Parce � "'�� � 1
Installer's Name,Address,and Tel.No. Designe 's Name,Address,and Tel.No
Type of Building: /�"
Dwelling No.of Bedrooms r`./� Lot Size O 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 Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
3
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 this Board of Healtlii.1Y ,
Si ned. = Dates
Application Approved by (/� Date
Application Disapproved by Date
for the'following reasons
Permit No. Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
tt BARNSTABLE, MASSACHUSETTS
J Certificate of Compliance
` THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) kr4Upgraded( )
Abandoned( )by
at has been con t= in r ance f
with the provisions of Title 5 and the for Disposal System Construction Permit NX� ` dated
Installer Designer Ir
.e
#bedrooms """"yam Approved design flow gpd
The issuance of this permit shall not be construed as a guarantee that the system will function as des gned:
Date Inspector � :"
No. - r - -------- 1 -- }-.-_-._
Fee /f
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal *pstem Construrtion Permit
Permission is hereby granted to Construct( ) Repair( ) 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 be completed within three years of the date of this permit.
Date Approved by
l�l R 10-7
�a
i b
f N
No. v 4 Fee
THE COMMONWEALTH CIP MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
21ppYicatiou for Migonl *pgtem (Cott.Otructton permit
Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components
Location Address or Lot No. ,\ Owner's Name,Address,and Tel.No.
1440 &)m of Ri v=� k0AAt,\S
(gym
Assessor sMap/Parcel ZD� D`� ��r /�M�4rrI J Ad�
AVLLE AIA 02_6.Sr_
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 2-GO CQ41IJ41324-Y iWy,�
C� z �nJya�R,Jcj kr. CA
2. J
Type of Building: 7-7 50 _24 f_G 5 /!
Dwelling No.of Bedrooms Lot Size LZ55 ACE. 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 Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Tit 5 of the Enviro ental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this B rd of
Signed ate
Application Approved by Date
Application Disapprove Date
for the following reasons
Permit No. Date Issued
-----------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
(fertificate of (Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( )
Abandoned( )by
at has been co st ucted i ac rdance
with the provisions of Title 5 and the for Disposal System Construction Permit No. LO dated
Installer Designer
#bedrooms Approved design flow gpd
A` The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
Date Inspector
---- ------------
----
Fee__�
` YHE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS
&gpogat 6rapm Congtruction J)ermit
Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( )
System located at
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes 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 Approved by
tom-, •-: _ _.- _ ,
aR.�`
s., •T _ *. ram'?
t No. o ••� „r� ^iz i . +�f Fee a:
- THE COMMONWEALTH `PMASSACHUSETTS " Entered"i puler.
PUBLIC HEALTH DIVISION - TOWN OF'BARNSTABLE, MASSACHU;SETTS %'
Application for ai5p0al *pgtem Qton.5truction erMtt
Application for a Permit to Construct( }p Repair( ) Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components
w ,\ � T/S 420_i3341
� Location Address or Lot No. � Owner's Name,Address;and Tel.No. Q$_
Assessor's Map/Parcel .208Z0 A7A»? /R/ (—
r M uo S ziv,�t u.,
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. ?_G0 0 AA'JdE ty HwX
R11l Rr. CA
n 2L f_
Type of Building: T 5a8—2j'r_4 3 11
I Dwelling No.of Bediooms Lot Size /.2-55 ACE. sq.ft. Garbage Grinder ( )
J Other Type of Building No.of Persons Showers( ) Cafeteria( )
i
T Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
r Size of Septic Tank Type of S.A.S.
+,
Description of Soil
.�� Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal-system.in.
accordance with the provisions of Tit 5 of the Envirorimental Code and not to place the system in operation until a.Certificate of
Compliance has been issued by this B rd of
Signed A 114 Date
Application Approved byfy_,4ml� Date
i Application Disapprove Y Date r
for the following reasons
Permit No. Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( )
I�
' Abandoned( )by
at _ has been constructed i ac rdance
with the provisions of Title 5 and the for Disposal System Construction Permit No. .r. dated
Installer Designer
j #bedrooms Approved design flow gpd
The issuance of this permit shall not be construed as a guarantee that the system will function as designed. -
i
Date Inspector 6W "k-
No. r R+ Fee-- r•�
E COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS
d
1igpo!5a1 6p5tem Construction i3ermit
Permission is hereby granted to Construct (X) Repair ( ) Upgrade ( ) Abandon ( )
System located at
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
to comply with Title S and the following local provisions or special conditions.
Provided: Construction must be completed within three years of the date of this permit.
Date Approved by
i
Town of Barnstable
WE�. Inspectional Services
senrrsraecg,
Public Health Division
Thomas McKean, Director t,^
163q.
op 200 Main Street,Hyannis,MA 02601 r,
Office: 508-8624644 Fax: 508-790-6304
Installer& Designer Certification Form
Date: 91,M 2c7o Sewage Permit# Zot?—YXV Assessor's Map\Parcel208 0l/
Designer: S'u�<<�g� ��►c,�, c� '., c Installer:
1 �w a�
Address: -7 67 i"14%� S-�� Address: �� 6 `i�
0
On /2- 7- Zo io b%« was issued a permit to install a
(date) (installer)
septic system at I`YtIO 03G,pf G'"{r &,, based on a design drawn by
(address)
dated 7
(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. Strip out (if required) was inspected and the soils
were found satisfactory.
C"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. Strip out(if required) was inspected and the soils
were found satisfactory.
I certify that h system referenced above was constructed in ee with the terms of
th I1A roval letters (if applicable) a��N F ASS
CH IES T. cy�
WLA D
CIV'
nstaller's Signature) 2s99
STERN° `�.
FSSIONA!ECG
(Designer's Signature) (Affix Designer's Stamp Here)
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.
Woa\deptAHEALTMEWER connecASEPTICOesigner Certification Fom Rev 8.14-13.DOC
oF,�rqk,
Town of Barnstable . P#
ti
Department of Regulatory Services
BARNSTAeM
M,►aa ' Public Health Division Date
y g
i639• ��
200 Main Street,Hyannis MA 0260
3 Xbd
Date Scheduled
Time Fee Pd.
Soil Suitability Assessment for Sewage Disposal 1
� Witnessed By:
Performed By
`���' ... .Owner's Name• p„c.nv0: � l'R-�S
Location Address
CAN Address %1—t"Av(1-Engineer's Nam
Assessor's Map/Parcel: �� �
NEW CONSTRUCTION
REPAIR Telephone#
.,bs Surface Stones ]�oU b �
Land Use �5 � � r y Slopes(%) A-
06-k ft Drinking Water Well
Distances from: Open Water Body 166 A, ft Possible Wet Area
� ti0 i) ft
DrainageY Way 50 ft Property Line —ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes)
�0� - ',
1
lob '^ ,
1 1001 .3
ON W
ill-6�'ol
A�� ZG6 1 `+'
Parent material(geologic) tl� U1 - v " � ' Depth to Bedrock
Depth to Groundwater: Standing Water in Hole:
Weeping from Pit Face
Estimated Seasonal High Groundwater —
m
T 5. 1 fir:it-.+I ' 3,, f € - 9 t
I d
Method Used: in. Depth to soil mottles: in.
Depth Observed standing in obs.hole: in. Groundwater Adjustment - ft
Depth to weeping from side of obs.hole: Ad" factor Adj.Groundwater Level_ F
Index Well# Reading Date: Index Well level
pq
i}r�L7p04; ryr1 F,•� I. lu
�Fltll��
WIN
Observation Z061 -3 ZOO � Time at9"
Hole#
n r
0 Time at 6'
Depth of Pere ✓ __
Time(9"-6")
Start Pre-soak Time
G —
End Pre-soak IZ
Rafi�MinAnch
Site Suitability Assessment: Site Passed ._ Site Failed:
Additional Testing Needed(Y/N)
Original: Public Health Division Observation Hole Data To Be Completed on Back-=-----
, l
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r..p6 r ly!•q•rina r��,!s I I X.. t" =•:
i 1.' v.'1 r`. '^ ha
if�'+!Clii�!ti d p Nt i. ii :'4:a: �
�_Ira —: i
Depth from Soil Horizon Soil Texture Soil Color Soil Outer
Surface(in.) (USDA) (Munsell.) Mottling Structure,Stones,Boulders.
Consistency.%Gravel
p � S ZZ 9 t�
Lo r d
i -
I��:II`iry!i!:' J�A�IIyy��'�p7';7}1e�4 L 'r: b� Y,•;. �! h .::� - � � e .�i d� :.:i"" i• 4!1�T�,�!L !! � �.G i ..5 � � !ko-' I�'�
Soil �Other
Depth from Soil Horizon Soil Texture Soil Color t�
Surface(in.) (USDA)'' (Munsell) MoUling Shvcture,Stones,Boulders.
Consistenc %Gravel C�
a _2 0
Z - IOTA% S,ftud I by L a
�-ooS
>., Sovw� G�Rav�L
�o
rDllclp
i:. :I.@ �'P; OtherSotli from Soil Horizon ' Soil Texture Soil Colorace(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders.
Consistency,%Gravel
t
Ip,�l��,. �Y.. JI• a! v� {, '�.�� ''d �l
k
Depth from Soil Horizon Soil Texture Soil Color Soil :.Other
Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders.
Consistency,%Gravel
Flood Insurance Rate Map:
Above 500 year flood boundary No_ Yes
Within 500 year boundary No Yes
Within]00 year flood boundary No Yes
Depth of Naturally Occurring Pervious Material.
ist in all
Does at least four feet of naturally occurring pervious material ex areasobserved throughout the
area proposed for the soil absorption system?
at is the depth of naturally occurring pervious material?
If not,what p
Certification ��\ ��
�. I certify that on � (date)I have pas the soil evaluator examination approved by the
Department of Environme otection and the above analysis was performed by me consistent with
the required training,e e 's and ex rie a scr' ed in 310 CMR 15.017.
-7
Signature Date
FORM 11 -SOIL EVALUATOR FORM
Page 1 of 3
Date: s a k
No. ;
Commonweal of Massa hu etts
usetts
-rmw w o� , Ntas •
•
it less e t o O -srte a Dis osc
soli su
11 Dace:
1?erfmmed By:
JotY+���F!„5..� 1�_Z $•ire wJemG,.
_� ? -r"_ " c o - ...............................
--
Witnessed By: _
� p.4taNuns, 09=-Nr-4.0 QI
IDatiio•A K tiA�C P»MOS QivL4 QO., cssircQ' Ad&=Vd 191 S 0.6+l.+�r-�T
y -5.�p� W 109 Daf.I i TdgA� ceu=a-+j&_c45.AAA-,
'1"1S� (v7rs�
ew construction CTRepalr ❑
®ice Revievt le:No �,-
Yes
Published Soil Survey Availab 1 Sold Map Unit
ogl25 000
Year published �3_.SoilbLimitationse �-'='•:- `�` P , •�,¢�.5 �-:5s
Drainage Class' Yes
Sficial Geologic Report Available:No. ❑ Yes
ur
�µ Publication Scale o�+a
Year Published __......_�.•
Geologic Materia1(M.aP Unit)
Landform
Flood Insuce Rscte
ran Map
year flood boundary No ❑Yes
: Above 500 y ❑ --
VIthin 500 yez flood boundary No C` yes
Wilton 1fl0 yar flood bcunda:y 140
Wetland Area
Nati0nal•Wetland Inventor'mv(map unit)
wetlands Consemnrly Plop Map(map unit)
CondWofls(USGS :Month ..`. ."'
cur�nt water otu� '
Range:Above Normal �Nvrmal ❑Bela•!Normal
Other lWercam Reviewed: !lraG5
DF.P APMOVWFOW•jy/07193
Z d Z59 'ON MEMO NItl1NOW Wd90:Z1 LOOZ 'Ll 'M
FORM IX - SOIL EVALUATOR TrOjUd
Page 2 of 3
• 2osfll ,
Location Address or Lot 140. 1410 �>vM 0-5 P-Le:L
On-site Kevieew
Deep Hole Number .. .. Date:..•.WXtJ-t•(- Ttme:,'O:.:t Ar" Weather +?-f tea.{►i�M+a
Location (identify On site plan).—'�
Land Use . 'I_.M.•_ .. Scope (%) .L`k•-jo5 Surface Stones
Vegetation
Landform _a- /_�,.. .. ... �.-.._.Y � .r-_...•�...�...
Position on landscape(sketch on the back) , 5�==.-. ^•M• YWIMnM1..M/�•�✓•�• ..:"» w Y--�•••••-
s n
Distanew from: ems,•,
Open Water Body -�'.= feet Drainage way._4a t feet r,, P. ,L rs[."Ps A..Jz�& ,a—rm
Possible Wet Area ,2sy 3 feet • Property Line_'s - feet
Drinking Water Well�� feet Other
DEEP OBSERVATION NOTE LOG'
Depth from Sol Nori=on Son Texture Soa Color Soil Dater
suetace(Inches) (IJSDA) (MuMeelll MottGrtg (Structure,Stomas i�.Consiviency, %.
' lLAt1d•1 •..iGH6 DC-rat�DoSnaG AGOL-%-T OC15Oe!'1
LG
3"- -A" 8 Gd14QAC� IOyQ 9f4 1 •O,+S Mom- N�I�[ 1 x.1/f�L�I K�Cn
yny rD Aft— S'7o 6 AA-4ML
gp _ -MA /LOGsB s a olb. =5
ShhD '
PRMSED DISPOSAL AREA
Parent:Material 10ui0)ogic) '!-Cq D csrr5 Deptlttoaed►Ddc ���f
Denthto Groundwater• Standing Water In the Nole= ►+/'A- Waepft from fit Face:
Mmmed Seasonal Nigh Ground Water �Lt -
DU APPROVED FORM-W071%
ti 'd IS 'ON. NM,H30 NIVA0A Ad60 Zl 10OZ 11 'add
r
` F012M 11 - SOIL. EVALUATOR FO1tM
Page 3 al'3
Zoe,/i I,
(Location Address or Lot No. 1+e (2PVru.P5 P-rvtf. AeA a
Determination for Seasonal High Water Table
Method Used:
LJ Depth observed standing In observation hole_. ........ inches -JA
Depth weeping from side of observation hole..... inches J. JA
❑ Depth to soil mottles .. .. ... inches �+�u�•
[`Ground water adjustment 1�5� . feet
Index Well Number Reading Date AL Index well level
_.a ._?•�+-..
Adjustment factor.In.sr... Adjusted ground water level ?' 3
e th of Naturally Occurring Pervi us 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? Yes
if not, what is the depth of naturally occurring pervious material?
Certification
I certify that on s ,q g (date) 1 have passed the soil evaluator examination
appr pved by the department of Environmental Protection and that the above analysis
was performed by me consistent wish the required training,expertise and experience
described in 310 CMR 15.017.
' Signature bate S 2•, 9 C,
W APPaoVo FORM•LVO7195
. I
5 'd Z59 'ON' NM V30 NIVAON Nd6Q Zl LOOZ 'Ll *M
FORM 12-"ACOLAnON TEST
'Loa/t ►
L cation Address or Lot No. (A-icy
COMMONWEALTH OF MASSACHUSETTS
massachusetts
Percolation TesC
Date: Time:,
Observation Hole# !
Depth of Perc
Start Pre-soak o
End Pre-soak
Time at 4 2°
Time at 9"
Time at 6"
Tirne i9"-61
Rate Min./inch
2 wntt,..+f�'+�j�+Lt-4 is�,Ls•
• Minirhum-of.' per=1600-n test must'be-performed in both the primary area AND
reserve'area.
Ic me Passed 'a-. -site Failed Q __.. ... . .
Febrmod By:
rmessed By.,
Oi11rilB�ltS' A vp�ti a �-'ni.�ter.r ra oay� �l. t►+ wog- 1c�e-f� PeR (3.o.r
DW APMVED FORM-L4/ DS
9 'd Z59 'ON NKHM NIVAOW Wd60:11 L00Z 'L1 'add '
S
/ 20
22
/ 26 \.
/ 70
j zz
/2¢
26
/ 32
/ 34 1
/ 1
P4
/ 2S r ,
34
All N dd
POLE •� 4aw ELM A,. MPS tL,
T8M ® PK
°9v EL - 45,1 K to
'd Z59 'ON �"'' �HOUV30 NIVAOW WO LOOZ 'Ll 'M`
I
FORM 11 - SOIL E LUATOR FORM
RECEIVED Page 1 of 3
MAY ? � 1996 ,,,.,1� to B/I i
HEALTH DCPT.
TOWN OF E*NSTADLE Date: s I 9
No. 7_'2—'5E �.
Commonwealth of Massachusetts
Massachusetts
Tow" o F (b h-!?-r.+s-rfc-rS�G i
• ' i A sessment or On-site ewa a Lis osal
oil uitabil
J� Date:
.........................
1 .........
J C1"1+•� S...I..•.••••A• •� ... ..
Performed By: .......... ................... .
Witnessed By:
..........
��u!•rc-G;!?.....F:.......r'rt-aD-,-+...,...........
�...�F...'"�'"'``'�,i.....................................................
Qws*Cs Nuns,
La„ionAdawa 1=r;a ec++rE
DoH Rt.G 1 Q S
AdGress.y= !q 2 S L.��..+L.Nor R•o,A•-!7
Lot/ A-w5z5so43 AA n-P 20 8 C_L I Tckphonc ce N Tt=R r�L Le. AAA' , 0 2r- L
ew Construction (Repair ❑
Office Review
Yes
Published Soil Survey Available: No ❑
Year Published !.9.a•3•...• Publication Scale
i:1y,ovo Soil Map Unit
Drainage Class r........ Soil Limitations
DOouG•tTT...-..r!'�.!1�'y...P..E W1^ .E•,v,.F'...S.G o.P.G..s-,
❑ Yes
Surficial Geologic Report Available: No tia oo a
Year Published
a 5,::.. Publication Scale
'''t-t•t-�..-........P....�.....!>.n...►...a...
.......a.....:c....P.....�.....4......6..T....:s....................
Geologic Material (Map Unit) WQ ............................................. .............................
Landform
Flood Insurance Rate Map:
Above 500 year flood boundary No Yes -
Within 500 year flood boundary No [''Yes ❑
Within 100 year flood boundary No Yes ❑
Wetland Area: .....................!-+./..p................................................................................
National-Wetland Inventory Map (map unit)
..�:�....��T...:�.�.P.�.........................................
Ma
Wetlands Conservancy Program p (map unit)
Current Water Resource Conditions(USGS): Month "
Range :Above Normal Normal ❑Belcw Normal ❑
Mer References Reviewed: � 5
a
DEF APPROVED FORM-12/0719S
r
FORM 11 - SOIL EVALUATOR FORM
Page 2 of 3
2oa/II
Location Address or Lot No. 1410
On-site Review
Weather
Deep Hole Number I �l ti.,' Date:..:. .�1''�G�° Time::
Fo
Location (identify on site plan)
......::::. ....
o is 35 Surface Stones .r�o �
./n ,�,-�r:.:....: Slope (/o)
Land Use .::.:... ...:...
Vegetation
Landform ... m.K
Dc<tS�.N.. .
_.::.
Position on landscape.(sketch on the back)
srtz:�r. 5
G cJ1-F/�l..l.. PoPa F={loM c-ATm-4
Distances from: - 4o t feet
Open Water Body ..1( feet Drainage way. ::::.:._....
Possible Wet Area .435 3 feet Property Line ..... .... feet
Drinking Water Well feet Other .
DEEP OBSERVATION HOLE LOGS
Other
Depth from Soil Horizon Soil Texture Soil Color Soli Gravel)
Surface(Inches) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, jonsistency,"%
-r}}di.l p�ca�n°osi� Fo0�5T LO hMCf--4 ? -"*r
,�•,_ 39,• a co rtR�� i o ti R 5 Co pr(+>r •S '7 o C-�0..A-,E L
s/11.4 0
m0-42E 10ti1Z-7/4 i.o,.G- 7 r16LE vQA�aJ jLoosB / 7'cof��LrS
5 A-H 0
# /L
' �1-AA
W
�NO V-fT,-P-
il' \/
s 4 dos,s5, DepthtoBedrock:
3 coo f.
Parent Material(geologic) ac�'r�.rft Weeping from Pit Face: /A -
•a .
Depth'to Groundwater: Standing Water in the Hole: .
Estimated Seasonal High Ground Water:
It' s'
T
DF.P APPROVED FORM'12/07/95
FORM 11 - SOIL EVALUATOR FORM
Page 3 of 3
Location Address or Lot No. !4i a 3v��5 Q- �'A`o Cc- fEL�rLc E
Determinatz'on „ for Seasonal High Water Table
Method Used:
❑ Depth observed standing in observation hole........... inches -/A
❑ Depth weeping from side of observation hole ................... inches "/A
❑ Depth to soil mottles inches(Ground water adjustment .... .....• feet
Index Well Number Reading Date .... Index well level ....-7 �-....
Adjustment factor ....�.:5...... Adjusted ground water level .....!.g.:g..}... .:.s '
Depth of Naturally Occurring Per vious_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? /A
Certification
I certify that on �3 (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 experience
described in 310 CMR 15.017.
Signature Date 23 a
DEP.APPROVED FORM•12/07/9S
FORM 12 - PERCOLATION TEST
20a/ 11
1
Location Address or Lot No.
COMMONWEALTH OF MASSACHUSETTS
Massachusetts
Percolation Test`
Date: ..:::: .1.
Observation Hole # 1
Depth of Perc rya M o
Start Pre-soak
0
End Pre-soak
Time at 12" s. ;
Time at 9
„ G;45
Time at 6"
Time W-61
Rate Min./Inch 2s '"'
` Minimum of 1 percolation test must be-performed in both the primary area AND
reserve,area.
Site Passed Site Failed ❑
Performed By:
Witnessed By:
Comments: .:� APPLyM.N1��µ Jv-�-rx�e*+� ��O6ca��.:: �',-¢ M � ,�2�A....�� 3.
fQ
DEP AFFROVBM FORM-IV07/9S
/ _
/ A 4
20 A-1
'�O \22 ` A— 20
/ 26
/ 10
22
`•30/ 1, / 24
2 _
/ 24
/
`1 26
10,
/ 32 `
3E/ \ /
/ 34 �\
3� PO i ` 2
1GUY 2S
0
/ 1
/ O 2
44/ 34
\\ \
2 ., • .o
44
POLE ~ w
48 ELM FT—Ba,o
EL - 45.1
5 K �k'y�K p- ?c B -
ZONE. eechwood G
t6. 477?, RD-1
76' car N/� Area (min.) 43,560 SF • o '/ ''
\�0'ly 'yor Frontage (min) 20'
_. 9or ✓r
n erry
et R � Width (min) 125'
Setbacks: 't o
IL
N 6g O¢ Fron t 30'
r46.76• Side 10' •N• .o ;.
\ \00- Rear 10'
\ _ o° `?0
I \ Pei,N/cam o r
\ 70, Scho6j
�set`ck 9S 4g, 6
78.
LOCATION MAP:
\ Scale: 1" = 2000'f
ASSESSORS REF.:
Map 208 Parcel 011
o OVERLAY DISTRICT:
AP - Aquifer Protection District
I 1i�
I REFERENCES:
Z
I Deed Bk. 32171 Pg. 254
I 1 Plan Bk. 22 Pg. 93
Plan 8k. 260 Pg. 45
LCP 12422C
I Iiu M/chOe� �/F FLOOD ZONE:
v M0-117%h
O oo Zone X (Min Flood Hazard)
Community Panel No.
#250001 C0563J
I July 16, 2014
z
I
I
N O
Q Cn
to �a
c�
x
n
Wo ✓eo
CI-°,
1 � � noe N �, �•
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I
Deck I
— 4 7.7'
I
( #1410
w/f Single Family
Dwelling
�\Oof
SJb A101
5\Ob, Porch ROsej� N/,r
Approved � Existing y
Septic System 1500 Gallon I
on-Plan-by-Coastal Septic Tank
Engineering Co. Inc. e�OF �qS
Dated 1013012007 _ D-Box 30' Setback Sqc�
r E� T. yG
5 7.7' V.
Angle Iron 4-500 Gallon a�pf �FC/STER����`"4
find 1 Chambers 159 72' 1 - S70' 42' 40"E FSSIt)NdLE��'
N70' 42' 40"W CB/DH 38.46'
Bumps River Road fnd
Public — 40' Wide
TITLE: PREPARED BY. PREPARED FOR: NO7E5:
As Built Septic Plan EII eeib & Michael J. Moynihan ) property =
P � � 1 Theline information shown was cn
At SuffivanConsifing,ina 33 Park Avenue compiled from available record information1410 Bum s River Road 2) The datum used a m o acne, o fixed
pCenterville, MA 02632 mean sea level datum obtained by RTK r
Barnstable (centervllle) Mass. tom' n �'•ww�eF n m 5 Con performed by Sullivan Engineering &
Consulting Inc. o
Draft: ASL Field: WHK/CTR ° is 30 3) Structures shown were located on May 30,
DATE: May 25, 2021 SCALE., 1 = 30' Revie,r. CTR I Comp: ASL 2021 �+
Pro•ot: Mo ihan I Pro•ct . 2003004
f -VeRtry AT
FINAL-BAM404 f
2,ts,aN
1
- V
MAsT-ga PATH NO- �.
»
MAPER_ �rf4rr
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4 -
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a }
IL
AA E _ ._.. � , : 14A
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j u - - ----------- 7'YPOVAL)
c� i•n '
SrAiRS :» Fi1rn1[Y 1Liv<A1Ct Oeozvn
Lt
1 ►► SCALE: APPROVED BY: DRAWN BY
❑ ❑ Q. 0 DATE: REVISED
ry _
DRAWING NUMBER
o cQ
P r
DF
RDDM
of —
j
M/1 f717� k rra.� I n-in c R F3 r'Lsrlvvn t 3 °wAuc-�a e�t�r - . I
v
10-0
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a:
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f3'torr
00
i
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F!R t` �JUM 4 N of Rtx we
I
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�
APPROVED BY:SCALE: DRAWN BY H•!f+flF??14l,.,.
DATE: Ol l Ce)20U 7 REVISED
DRAWING NUMBER
DATE OF TESTS: MAY 21, 1996
0 GS L I FALMOUTH ROAD.
HOLE ESTIMATED HIGH W
R VA TION E TED G GROUNDWATER CALCULATION
DEEP OBSE
DE
A TAL
0 S
PERCOLATION RATE . LESS THAN 2 MINUTES PER INCH DROP USGS CCC METHOD) N/A ZONING RESIDENCE RD-1 DISTRICT
NO SCALE IN THE C HORIZON IN DOH #1996-01 AND DOH #1996-02 ( / R
DEEP OBSERVATION HOLE 2007-3 EL = 29.4't WITNESSED BY : JOHN ELLIS, BAXTER AND NYE, INC. INDEX WELL: I- ZONE: REQUIRED PROPOSED > NGild EERI G
EDWARD F. BARRY, HEALTH AGENT OMPANY INC.
DEPTH FROM SOIL SOIL SOIL COLOR SOIL pTM� NO GROUNDWATER ENCOUNTERRED DATE OF READING: DEPTH TO GROUNDWATER: FRONT SETBACK 30 60 t o
SURFACE HORIZON TEXTURE MUNSELL MOTTLING
GROUNDWATER LEVEL ADJUSTMENT: SIDE SETBACK 10' S0'f PINE TREE g �� I
DATE OF TESTS: JULY 9, 2007 DRIVE 260 Cranberry Hwy.Orleans,MA 02653
0" - 2" 0 NONE _ REAR SETBACK 10 >200 �.� 508.255.6511 Fax:508.255.6700
PERCOLATION RATE . LESS THAN 2 MINUTES PER INCH DROP ACTUAL GROUNDWATER LEVEL ® SITE: EL
2» _ g» q LOAMY SAND 10 YR 4/2 NONE IN THE C HORIZON IN DOH #2007-3 AND DOH #2007-4 BUILDING HEIGHT 30' SEE ARCH. PLANS LOCUS
WITNESSED BY : JOHN G. SCHNAIBLE, CEC
ESTIMATED (MAX.) HIGH GROUNDWATER LEVEL: EL=
9» _ 36» B LOAMY SAND 10 YR 5/6 NONE DONNA MIORANDI, HEALTH AGENT
� 1 SAND NONE LOOSE COARSE NO GROUNDWATER ENCOUNTERED �, ASSESSORS MAP 208
26" C 10 YR 7/2 , PARCEL 28
CONSTRUCTION NOTES
E GROUNDWATER
AT A 1. PRIOR TO CONSTRUCTION, INSTALL SILT BARRIERS IN LOCATIONS
DEPTH OF 126m
SHOWN ON PLAN. SILT BARRIERS TO BE COMMERCIALLY AVAILABLE SILT FENCING.
/ CENTERVILLE BARNSTABLE, MA
DEEP OBSERVATION HOLE 2007-4 EL = 28.9'f
ASSESSORS MAP 208
DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER 2. ALL EXCAVATION WORK SHALL BE DONE FROM THE LANDWARD SIDES PARCEL 142 KEY MAP
HORIZONSURFACE TEXTURE MUNSELL MOTTLING OF THE WORK LIMIT. / \ NO SCALE
0" - 2" p NONE 3. MATERIAL NOT USED FOR BACKFILL OR GRADING, SHALL BE /
M REMOVED FROM THE SITE. EXCAVATED MATERIAL SHALL BE STORED ON
2 - 80 A LOAMY SAND 10 YR 4/4 NONE THE DRIVEWAY SIDES OF THE DWELLING. q4 N�93
PLAN REFERENCES: LEGEND
Ir - 38" B LOAMY SAND 10 YR 5/6 NONE 4. PROPOSED LIMIT OF WORK AND SILTATION BARRIER(S) REPRESENTS 9Sss s8``y
38 _ C1 FINE SAND 10 YR 7/2 NONE LOOSE PERC AT so" WORK LIMIT ONES. / ASSESSORS MAP 208, PARCEL 11
• o / _ PLAN BOOK 2so, PAGE 45 EXISTING �
" MED. SAND _ NONE SOME GRAVEL I�
5. CONSTRUCTION DEBRIS SHALL BE STORED IN ROLL-0 TYPE W 7 I� w-1 ■ BOUND
84 120 C2 CONTAINERS (LOCATED ON THE LANDWARD SIDE OF THE DWELLING), PLAN BOOK 22, PAGE 93
LOOSE No GROUNDWATER
® CATCH BASIN
ENCOUNTERED AT A CONTAINERS SHALL BE EMPTIED WHEN FULL
DEPTH OF 120"
E
6. ROOF RUNOFF SHALL BE DIRECTED TO PROPOSED DRYWELLS (2' DIA Q' I I L.C.P. 12422C
DEEP OBSERVATION HOLE 1996-01 EL = 38.0'f -p- UTILITY POLE
� / � yy_ EDGE OF BORDERING '�- / w
X 2 D W/ 2 CRUSHED STONE AROUND PERIMETER) PLACED IN SAND
/ \ VEGETATIVE WETLAND / o , DEED BOOK 10918 PAGE 220
DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER \ _ / ;� u GUY POLE
VIA GUTTERS & DOWNSPOUTS.
SURFACE HORIZON TEXTURE MUNSELL MOTTLING
7. LOCATIONS OF WATER SEWER TELEPHONE ELECTRIC AND GAS / h DEED BOOK 11973 PAGE 198
p _ 3 A SANDY LOAM NONE LINES ARE APPROXIMATE AND FOR REFERENCE ONLY. CONTRACTOR \ \ w-4 �" // _ \ ---< GUY WIRE f
SHALL INSPECT SITE AND FOLLOW ALL DIG SAFE MARKINGS. _ / DA TUM NO TE.
3" - 39" B COARSE SAND 10 YR 5/6 NONE PRIABLE CONTRACTOR SHALL NOTIFY ALL UTILITIES PRIOR TO EXCAVATION. ASSESSORS MAP 188 \ \ / i W-3 WETLAND FLAG
/ PARCEL 51 \ / / ELEVATIONS SHOWN HEREON ARE BASED
» » C COARSE SAND 4 NONE LOOSE PERc AT so" / \ c' _ -20- -- - i ON THE NORTH AMERICAN VERTICAL ..� E
39 - 132 10 YR 7/ 8. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS IN THE ,� h \ 6 - / EDGE OF WETLAND
BUFFERZONE SHALL BE REVEGETATED AND OR RE-ESTABLISHED. ^� / DATUM of 1988 (NAVD 1988)
/
-20- - CONTOUR F
/ 4 ;
x20.2 SPOT GRADE
NO GROUNDWATER
ENCOUNTERED AT A / \ 2�'=" _�...y.�, ��•� /��� o
DEPTH OF 132 / / p
» \ `° `' PROPOSED
DEEP OBSERVATION HOLE 1996-02 EL = 39.7 t N \\ ASSESSORS MAP 188 // z ^ z f
\ 3s CONTOUR
PARCEL 11 / SEAL
1 GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. 8
\ 1.255f AC (.
DEPTH FROM SOIL SOIL SOIL COLOR SOIL 1 ^ 1 +20.2 SPOT ELEVATION
SURFACEHORIZON TEXTURE MUNSELL MOTTLING OTHER 2) THE THE INSTALLER
DISPOSAL RESPONSIBLE
ARE DESIGNED WITH SUFFICIENT
OF l '� STnIRss�D STONE 1 / f
_ STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY 1 1 \ W WATER SERVICE of
p - 3 A SANDY LOAM NONE
COMPONENT OF THE SYSTEM SUBJECT M VEHICULAR TRAFFIC MUST 1 PRgPosED s�roNE o
» f?� RET INING WALLS ) erg, '`1•. 1 ----- SILTATION BARRIER � joy
3 - 39 B COARSE SAND 10 YR 5/6 NONE PRIABLE COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. ,/ � (To�E OEs�CNED -••...�. 1 i '�� Towa29.0 . TOP OF WALL T10N
3 PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER � �i' \ 1 eYTIiERS) \ TOW=29.o I » \ Bow=25.0 BOTTOM OF E
» » C COARSE SAND NONE LOOSE PERC AT 60" ) �' � BOW=25.5 . : '° ASSESSORS MAP 208
39 - 132 10 YR 7/4 SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, �, 1 32 30 1 2s \ EssoR 208 _
AND REPORT ANY DISCREPANCIES TO THE DESIGN' ENGINEER. 28 / PARCEL 24 �ZN of MAs s P
m, 40
M �? / �� JOHE G. N I
4) ALL GRAVITY SEWER PIPE SHALL BE 4 DIA. SCH 40 PVC UNLESS OTHERWISE 49 , 4- SILTATION BARRIER/
_. T
NOTED. THE MENNUM SLOPE OF 4 CIA, SCH 40 PVC SHALL BE 0.01 FT/FT. 1 TOW=�s.o l'1I, of WORK
NO GROUNDWATER o BOW=26.0
5) NO PART OF THIS DEIGN.S SHALL BE ALTERED WITHOUT PRIOR APPROVAL _t
h
ENCOUNTERED AT A38
» FROM THE DESIGN ENGINEER AND THE AGENT OF.THE LOCAL BOARD OF ) , �+ Fi„h
DEPTH OF 132
HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR _ bUY P LE 26 " °f £O 2s�- sgN rnr���`' t
QUr o
TO CONSTRUCTION. (To B REMo D) ti� sEtr� r�}�ty�pti� : 2s0f ,
PROPOSED � 1 7 tR�'°RS �' � � ss� `�� / co W
6 THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS 1,500 GALLON 1 I 1 3 5 ` C Ao �';, r' z; 0'
A COLA TIONS )
DESIGN t� L SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES SEPTIC TANK 3s:e+vS 'fLf v � �pR� '" ' "' "' �'" AssEssoRs MAP 08
CHANGES IN DESIGN. I A A ;,: � �BQ '->;�'' so.0 PARCEL 23 v w
DESIGN FLOW: 5 BEDROOMS AT 110 GAL PER DAY PER BEDROOM = 550 GPD 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND
550 GPD X 200x 1100 GALLONS - USE 1500 GALLON SEPTIC TANK, MIN. ALLOWED UTILITIES PRIOR TO EXCAVATION AND SHALL PROTECT UTILITIES WITHIN THE v 36,5+ �ti' ! 0,�flf < Z
A 4L x 12'W x 2b LEACHING CHAMBER CAN LEACH: WORK AREA DURING CONSTRUCTION. ,f..` i
PROPOSED \ \ \'v- �'' ��• 30
A = 44 (2) 2 x .74 + 44 (12) x .74 + 12 (2) 2 x .74 = 556.5 GPD 8) EXISTING CESSPOOLS SHALL BE BACKFILLED WITH CLEAN COARSE SAND. DRIVEWAY \ - / ABANDONED
DOH � D :8.0. 34 2 f CESSPOOL 1`I
9) ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE 6-
INSTALL ONE ( 1 ) - 44'L x 12'W x 2'D LEACHING CHAMBER A = 556 GPD > 550 GPD REQ'D.' OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. 4 k"' ` , +35.5 - -20 � 3 / / \ O
ONE ( 1 ) - 1500 GALLON SEPTIC TANK, MINIMUM ALLOWED `
IF APPLICABLE. 4AQ
ONE ( 1 ) - DISTRIBUTION BOX (5 OUTLET) W
10 FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN
40
GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS PROPOSED
MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN 44 L x 12 W x 2 D \ 40
SOIL � -
REMOVAL NOTE 45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. �cF LEACHING CHAMBER 1996-01 ASSESSORS MAP 208 INSPECTION NOTE W
THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCISES. of �6 PROPOSE - J \ r h•�
REMOVE TOPSOIL AND UNSUITABLE MATERIAL WITHIN 5' OF LEACHING CHAMBERS THE MATERIAL THAT PASSES THE4 SIEVE SHALL MEET THE
PA�fMfNT 306 �'' ,1 2TER sER�CE 1B` PARCEL 12 THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTION(S) v
REQUIREMENTS: UP �Of of OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER.
DOWN TO "C" HORIZON (BELOW 38" OF EXISTING GRADE - SEE DOH I2 AND FOLLOWING GRADATION
REPLACE WITH SAND FILL IN ACCORDANCE WITH NOTE 10. 328/2 koU�l1psR/lqo�, INSTALLATION `CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER
PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON
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SIEVE PERCENT U AQ �l W
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4 100% ONE (1)- 44'L x 12'W x 2 D LEACHING CHAMBER CONSTRUCT BY �P J0� A
50 10?G-100X PLACING FOUR 8'-6" x 4'-10" x 2'-10" LEACHING CHAMBER UNITS END NOTE: 4
100 0°�i�-20X TO END WJTH 3'-6" STONE ON ENDS, 3'-7" STONE ON SIDES, AND 1'-0" BENCHMARK -'MAG SET IN Q, � THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO
200 OX-51� STONE BETWEEN UNITS. (USE 500 GALLON LEACH CHAMBER UNITS AS PAVEMENT EL=43.47 (NAVD 1988) - `'h� THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL I...�
CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND
TOP OF FWWA110N MANUFACTURED BY SHOREY PRECAST OR EQUAL).
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= 37.0 LOCAL BOARD OF HEALTH REGULATIONS. W
RAISE COVERS TO WITHIN 6"
OF FINISH GRADE
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MENSIONS 12"x12' 3' MAX SCALE
4 DIA SCH 40 PVC PIPE DROP. MIN - 3' MAX. 1 inch = 30 ft.
FLOW LINE C DIA SCH 40 PVC PIPE •
MIN. 4 DIA SCH 40 PVC PIPE %8,'Am r2" STONE (THIS AREA IS SERVED BY PUBLIC WATER) AS NOTED
10" 9EE BBAw DRAWING FILE C16922.dWg
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PECTIVE D BOX I HERBY SHOWN HEREON ARE LOCATED AS TIFY THAT THE THEYDATE
M 34.50 3�k00 1500 GAL
SEPTIC TAW '�' '� E 3/4 TO 1 1/2' EXISTED ON THE GROUND AS OF 10-09-07. DRAwrrsY 10-30-07
W/'SANITAR TEES T 33.38 33.22
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N W 8' LAYER OF /u MAP/TRN
M THE MINIMUM SLOPE FOR / 31.22 - - _
REMOVAL
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PIPE IS 1/8 PER FT COMPACTED BASE GAS BAFFLE U . _ c P.LS o
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a DETAIL OF LEACHING CHAMBER �q� �SS,o o� suRv . W
ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 °suRvy�� i of i sI�ETs
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