HomeMy WebLinkAbout0488 ELLIOTT ROAD - Health 488 ELLIOTT ROAD, LOT 21,CENTERVIL
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VHWE Town of Barnstable P# 1,2S37
Department of Regulatory Services
Public Health Division Date ta 40
� 1639. �� 200 Main Street,Hyannis MA 02601
�FD MA'S A
Date Scheduled v Time Fee Pd. dv
Soil Suitability Assessment for Sewage isposal
Performed By: Witnessed By: �� �/••
I
LOCATION & GENERAL_ INFORMATION
Location Address ` 6a Owner's Name / _
{�G LIA� e�,fj A. St-1i Lc� 4-0,"r__
✓�kN� Address c4 o FCA-o c-o.
Assessor's Map/Parcel: ' -Z-74- `Z i Engineer's Name
JaLk- u.Lr:*r (Lir
NEW CONSTRUCTION REPAIR L. Telephone# ----+ c)- CA- (_y
Land Use s .H ou Slopes(%) Surface Stones l,lm rt-3�- I�NUiS
Distances from: Open Water Body 00 ft Possible Wet Area l(0 ft Drinking Water Well ft Q�dI
Drainage Way ft Property Line ft Other f}P =. fiq
'" �
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity toy,oles)
T" t�•."tirria•r.-'LSD: y
ems` 1..ai
Vi' G 3 Clk4L
iSn.3:)I�i
b1
3
✓�'7
\ .n
^ Parent material(geologic) C,.,T A& Depth to Bedrock 3
Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face l l
Estimated Seasonal High Groundwater
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing in obs.hole: in. Depth to soil mottles: in.
Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft.
Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level
PERCOLATION TEST Date Time 10
Observation - - -
Hole# `2, Time at 9"
Depth of Perc Time at 6"
Start Pre-soak Time @ lOtco to 1 Time(9"-6")
End Pre-soak
Rate Min./Inch t
476�
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:\SEPTIC\PERCFORM.DOC
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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)
Z l O1AWSAW
l
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)
S ► , A�s
0
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.
Consistency,%Gravel) _
Flood Insurance Rate May:
Above 500 year flood boundary No— Yes
Within 500 year boundary No_ Yes
Within 100 year flood boundary No x Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious aterial 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 on A 1115(date)I have passed the soil evaluator examination approved by the
Department of En ironmental Protection and that the above analysis was performed by me consistent with
the required training,expertise d experie a described in 310 CMR 15.017.
Signature Date 62--61L?o(p
Q:\SEPTIC\PERCFORM.DOC
r
No. 06 � Fee 60
NE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Zipplitatlon for Zisposal *pstem Con-truttlon Permit
Application for a Permit to Construct( ) Repair(j Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. Owner's Name,Address,and Tel.No'Estate of Lisa has e
A ssesssofsMap/�ac81 Road, Centerville C/O Attorney Patricia Campanini
Installer's Name,Address,and 1. o: Designer's Name,Address,an Tel.No.
Tim Lovell 565 Carriage Shop Rd. Jack Landers-Cauley/Warwick Assoc.
East Falmouth, MA 02536 Type of Building: —51 —6706 ,MA
508-56L-777j 02556
Dwelling No.of Bedrooms t h r P e Lot Size 2 2. 0 0$ sq.ft. ar age rinder( )
Other Type of Building res i d en t i a-1 No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 330 gpd Design flow provided 335.31 gpd
Plan Date 9.116/2 01 0 Number of sheets 2 Revision Date n/a
Title
Size of Septic Tank 1-� nnn gallon Type of S.A.S. Infi1trators
Description of Soil_see plan
Nature of Repairs or Alterations(Answer when applicable) Use of Owner' s existing 1 , 000 gallon
septic tank, One-D--Box, Infiltrators
Date last inspected: 1 /2 0/2 01 0
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
Signed Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. P-0 0 — O G I Date Issued 16;40
Fee
No. a—�" ` 6
TH 0111MONWEALTH OF MASSACI-FI�SETTS Entereds.in computer'.
PUBLIC HEALTH DIVISION WTI OF BARNSTABLE, MASSACHUSETTS
E 4plitation for Disposal �bpstrm Construction 3permit
t ,
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. 5 0 8—833—1700
Estate of Lisac.,hase
A8, SorVA4" WlRoad, Centerville C/O Attorney Patricia Campanini
Installer's Name,Address, l t�i5 n
�dirrd 1. b. Designer's'Name,Ad ress,and Tetl. o.
Tim Lovell 565 Carriage Shop Rd. Jack Landers-Cauley/Warwick Assoc.
Type of$ulldrngFalmouth, l' — 4 U— P.O. BOX NorthFa mou ,MA
02556
Dwelling No.of Bedrooms t� p Lot Siz22, 008 5—sq.ft 5 6�ar7age drinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria(
)
— � i .� 1
Other Fixtures
Design Flow(min.required) 330 gpd Design flow provided 3 Ski 31 gpd t
Plan Date n n Number of sheets 2 Revision Date n/a
Title
s
Size of Septic Tank Type of S.A.S. _ l�;at" a
vt_ e .
Description of Soil
e y1cin � ..
f
Nature of Repairs or Alterations(Answer when applicable) I)-,P of town P r i s P x i s i-i n cY 1 ,000 gallon
septic tank, One-D-Box, Infiltrators
i
Date last inspected: 1 /2 0/2 01 0
Agreement: i
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in 4
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 Healtli.
Signed / /.r Date /
Application Approved by 12Date
Application Disapproved by Date
for the following reasons
Permit No. /pow Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance --
THIS IS TO CERTIFY,that the On- ite Sewage Disposal system Constructed( ) Repaired X ) +Upgraded( )
Abandoned( )by
�/�
at (kj! l // . a 2d hf, /iA has been constructed in accordance
c. t vi ro
with the provisions of Title 5 and the for Disposal System Construction Permit No.)t)j o_()( / dated .2 i a
Installer ��J P Designer
#bedrooms ') Approved design flow gpd
The issuance of this permit sha -not be cqnstrued as a guarantee that the s stem will fun et"5 ,delsig1 ed.
Date �7 �7Q Inspector
No. 0 / Fee Al/
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Disposal .6pstettt Construction �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 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 (1 7= �./ Approved by J r_
11 f �
TOWN OF BARNSTABLE
LOCATION ��� E 16f 4Z6rt� SEWAGE# a0(0 -O(o 1
ILLAGE 6;nky,yd ke ASSESSOR'S MAP&PARCEL J7 /-I/
INSTALLER'S NAME&PHONE NO. i'i r, Ud -2)_� f +Q L_ Guts'
SEPTIC TANK CAPACITY
LEACHING FACILITY. (type) �r< ,L j rcv�o,rs (size)
NO.OF BEDROOMS 3
OWNER ES�ale ar U SQ- Ckaog G'�o/I fnG+rrci6- rr 711
PERMIT DATE: _3) I Z.126,6 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 e
site or within 200 feet of leaching facility) d'1 Feet
Edge of Wetland and Leachin ity-(If an wetlands exist within
300 feet of leach' lity Feet
JV
FURNISHED BY
qo�' Cll i� F 2d Cen' v (�
.f
� o
00
J= Tnspec+�ov► F f� -�7 tab /5�. u
�C-a9.6 gr
��-3v 66-371
571
15r- 33. u
i
Town of Barnstable
Regulatory Services
SI Thous F.Ceiler,Director
- BAPUNWAB.E. Public Health Division
E MAM
039- lk Thomas McKean,Director
200 Main Street, Hyannis, MA 02601
Office: 508-862-4644 Fax: 503-790-6304
Date:3-30'a6/d SeNvagePerrnit€ff Assessor's MapfFarcel
Installer &DeJener Certification Form
Designer: �- �- Ate% Installer: jr rvl
Address: 0 Address: 5CoS CGrrr'u 5 e Shgp2d
f 1 A �=t-
�.V T��f.
on Zo ro `/ �-, LiV �Q,Q was issued a permit to install a
(date) (instailler)
septic system at K 0 based on a design drawn by
astdress)
.�•�.�ar.To e-rA.s ua~ r
o. 3 dated Z. 5
(de igner)
pZs74+
I eertif�r that the septic systern referenced above was installed substantially according to
the design, which may inciude minor approved changes such as lateral relocation of the
distribution box andior 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 I W lateral relocation of the SAS or any rertieal 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 inspected and the soils
werejmnd satisfactory.
(] KvsS' u re,
ii
.i t, 1•�F.
(De 'gner's Signature} (Affix p liege)
PLEASE ETURN TO BARNSTABLE PUBLIC H$ TH DIVI I N. CERTIFICATE
OF COMPLIANCE WILL N T BE ISSi )RM AND AS-
BUILT CARD ARE RECEIVED BY TIIE BARIYSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
q:',ufi`ce fmns`desiguerccnilicaticn fonn.doc
I.'d Aelneo u4or eZtr:Ol 06 6Z SOW
ASSESSORS MAP NO: 7
ISO.._...-_ ...f. PARCEL NO: / Fs .....�.�..........`
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF - HEALTH
TOWN OF BARNSTABLE
Allp iration for Divi-Voiittl Workii Tonitrnrfion Permit
Application is hereby made for a Permit to Construct ( ij�'or Repair ( ) an Individual Sewage Disposal
--� ys - .............. --
Location-Address No.
...:. ..
............� ddress W�G
Installer - ---•-----•..................
Address In
a i U Type of Building Size Lot.... ______0 d'_____...Sq. feet
Dwelling— No. of Bedrooms________ _ _____________________________Expansion Attic ( ) Garbage Grinder WLY
aOther—Type of Building lv __ No. of persons---------------------------- Showers ( ) — Cafeteria ( )
dOther fixtures --------------------------------------- ------------- -------- ------------
W Design Flow....................1 l_jO----------------gallons per i 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.______.-_..._--__.- Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
1
Percolation Test Results Performed by.................................... ..................................... Date..----.................................
Test Pit No. I________________minutes per inch Depth of Test Pit-------------------- Depth to ground water--.._._______-__•--___--
�X4 Test Pit No. 2................minutes per inch Depth of Test Pit__--__----______-_- Depth to ground water........................
..
O Description of Soil_. __
x
w
----------------------------------------- -----------------------------------------------------------------------------------------------------------------------------------------------'•-••-'....--
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 Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Compliance has be ' sued b e board of health. J`
fSigned ...:. . .... ... - ------------ ---------------------------------
Date
Application Approved B ----------
Application Disapproved for the following reasons: .......... ... ................................................... .. ............ ..........
................... -----------------
!.. / Date
Permit No. - ---------------------------- ------------ Issued ......./..'.... -/. -..��`z --
Date
—————————————————
—— —————————————————————————————
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH �<'l
TOWN OF BARNSTABLE
C9e>r#if ett#e of Contlatiance
T 1 IS 0 CERTIFY, hat the Individual Sewage Disposal System constructed ( V ) or Repaired ( )
by `� - ) ESL Q�—
at ..............�-,0 T-------.1..........C� -� '=
has been installed in accordance with the provisions of TITLE 5-of The rate Environmental Code as described in
the application for Disposal Works Construction Permit No. dated...� ' ._ Q
.
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE-------� -/ -- --�J ' Le- Inspector
J'
- G 36
FEzA
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
i
App iratiou fur` #i n ttllUvrlui Tomitrnrtinn "rrmit
Application is hereby made for a Permit to Construct ( U)'�or Repair ( ) ari 'Individual Sewage Disposal
ystein at .........Eai� r
. 6�!-- •----.� --- ............................................
Location-Address r Lob No.
n JI
r ner�� —)� Address
Installer Address
UType of Building Size Lot.... .... .F._..Sq. feet
.. Dwelling—No. of Bedrooms.._... ---------------------------__-Expansion Attic ( ) Garbage Grinder (iVt)%
Other—T e of Building -���^^"�No. of ersons____________________________ Showers — Cafeteria
a YP g P
Other fixtures ...-••-•••----•------------------ -: -----—-•----- .. ( ( )
................gallons per e�ori per day. Total daily flow---._._..�_..__ �.._...__.._......._..__gallons.
W -----------
Design Flow..............•-----�f•� g P P-- � P Y• Y � ---
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-------------------- Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by.......... ............................................................... Date........................................
Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................
Gi, Test Pit No. 2................minutesiper inch Depth of Test Pit.................... Depth to ground water........................
..
D x Description of Soil.../0 .... ...!-----------------•-••----------------------------..U ---•--•--•--------------••••••••---•---.........•--•-•••••-••••-••---•--•--•••--••-----------------•-•--•--•-•-•---•---••-••--•-------•---......•------•------
W
..........................................i•----------••-•---.....--•-•••••-•----------•---••-•...•-----••------•----•--------••----•-•-••-----------•-•-•-•-•-••••••••-•-••-••---------•---------------
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 Environmental Code—The undersigned further agrees not to place the
system in operation until a Certificate of Compliance has bee. slued by the board of health.
Signed ..... .-... ..................................
�. Y' 1 ,� ............................................. '— Dace
Application Approved B�.---' '-� 't"''�z... f " i`7.�!1�//'7.................... .......... -----//.... e `. -
Application Disapproved for the following reasons: ...........................................I
V-----------------------------------------------------
...... ........................ -----.------...-------...................-........
Permit No. --...... ---- -----/----;?(/ Issued ......1......`'.1...�-�r...........-.................
te -
Da
._.___-:_—._____.____—__—___. ________ ___.—
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
CErtifi.rate of Tontlatianre
THIS IS TO,CERTIFY That the Individual Sewage Disposal System constructed ( V ) or Repaired ( )
by ......HI.....-7-----! k-- == -------------_----.._----------------------------------._............... ............. ...
nscauer
at - T-------f-f---.......-. ' �!Ar . .- �r 4 �!-.Z<ri"L ' ............
has been installed in accordance with the provisions of TITLE 5 f The State Environmental Code as described in �-
the application for Disposal Works Construction Permit No. ... --._ .1.. dated . . -^�..-''...,1�
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THEW
SYSTEM WILL FUNCTION SATISFACTORY. _
�` Y
DATE..... f....�---7r �A���---------------------- Inspector y, 'f r/, 1? ----------------------` j�
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
TOWN OF BARNSTABLE
.. , �l
No.. --•.............. FEE............_...........
lVarkii ,anotmlivit err, it <
Permission is hereby granted ..........................= ..............................................................!G-•.................
to Construct ( li)�or Repair ( ) an ndivi.dual Sewage Disposal System
at No.....&:t-•--=7• /C' f I..C!P/l� Q..
-------•------- ,... •...
Street
as shown on the application for Disposal Works Construction Pe it _._. . _ Dated__ _-----F^r-.. -- .*✓
DATE....... -----------•--- Board of Health j
FORM 36508 HOBBS 6 WARREN.INC.,PUBLISHERS
y �' ��GCN OF BARNS ABLE
LOCATION � � � 6 °'t SEWAGE# J�
VILLAGE � ` n� SOR'S MAP&LOTS —/2/
INSTALLER'S NAME&PHONE NO. %��
�O�
SEPTIC TANK CAPACITY_ Dili y/7
T /
LEACHING FACILITY: (type) C2 (size) �� l
o=
NO.OF BEDROOMS
BUILDER OR OWNER Z-"f SlWe— 44
PERMTTDATE: �&_ COMPLIANCE DATE:"'
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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
cop 3
1
13 c� moo,a �. -��• t�C�1_.
LDW
60
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22, t;7AI% ( f"`�'"": (5)8P-is -- I\o GFO< 330
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RESOURCE PROTEC TION 0 VERLA Y DI S TRIC TOAD
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MAP / PARCEL. 227 / 121 ODE) C.B. fnd
FL OOD ZONES. B & C r, W
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Panel No. 250001 0008 D 7 2 92 ,
PLAN REFERENCE: ` BOOK 305 PAGE 44 2 0 61'
OT
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BENCHMARK- DATUM: ASSUMED
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_ 0 q 1,50tJ►►F
Q �� ,,. -p � CABLE
;
001.001 9.00 \ UTILITIES LOT 24
FLOOD ZONE C 'i Pe. 3
2• ► �nd � \ : LOCUS MA
CA TCH s�ale. t=1500'
,d� 0 1 ,,
BENCHMARK.• CATCH BASIN �..� BASIN / � 1 I \ \ �\
TOP OF GRA TE ELEV. 32.84 L/GHT \ \\
'PCIST
FLOOD ZONE C
FLOOD ZONE B
t
Q \ PAVED
w C.B. fnd, DRIVE /
1
/ t '\ 36
o
/ \ cam•
\ ELEd c�:�
,- METEf?
�3�F� c-.
i 2a o
7 s A
41•2 U G 'GAR34.66 w cn r N 1 �+
\ I. �
G 22
GAS 6.° 59.2 N y
_VENT PIPE
v' a 4 0
QBSERVA TION Z. ..
N. QO ,
N
cp / PORT
o pE /
ry LOT 23
NO TES 16.
G •. N e -
THE LOCATION OF THE EXISTING SEPTIC SYSTEM WAS tee
TAKEN FROM 7HE TIE CARD A T THE TOWN OF r47—
?�
BARNSTABLE BOARD OF HEALTH. CARD NUMBER 95-31 ......... -••-•---
PREPARED BY ROBERT OUR INC. DATED 1 12 95. \
THE EXISTING LEACHING CHAMBERS SHALL BE REMOVED
OT 21
AND.DISPOSED OF`AT A SUITABLE LANDFILL. \ 22,008 S.f.
FLOOD ZONE B \
REUSE EXISTING 1,000 SEPTIC TANK. \ \ s
\ \ FLOOD _ZONE C
„ G'
a \
jo
1
o S/TE PLAN
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- , .{ J FOR
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Pao.3..10 1 :
tS5
., ., P .�• �, LOT 20
� E 488 ELLIO T ROAD
6 CEN TER VILLE
o N
_ PLAN REVISIONS o � o
0 0
� / � 0 p pn / p A ,�
1 3/10/10 reserve area XR .p BA I � ! V S TA L>L E, l VI A SS
5
C
F LOT 22 .
_ 02 05 2010
• F Scale. 1 20 Date. / _ /
o�
FOOD Z0 E B
R
9
N0. DATE DESCRIP17ON BY
: Xarw2ck Associates Inc.
-nj OF fit„q
... 63 Count Rocxd Box 80>
DPAWN 9Y G& DATF: 210512010 c
� OA�Y ��. GRAPHIC SCALE y !
LAMM � �
10 200 North Falmouth Jfass 0,2556
CHECKED BY.
SHEET ? OF 2 NQ 9
a- 19508 563 - �'�'77
iy C
` P.• Land Projects 2004\CAMPAN/N/\dwg\CAMPAN/Nl.dwg � L��- ( IN FEET
1 inch = 20 ft
:77 .�
FIRST FLOOR ELEV. 36.22 5" DIA. OUTLET(S) GENERAL
J� I
—TOP OF FOUNDATION ELEV. 35.2E REMOVEABLE COVER WITHIN 6" OF GRADE v ' `I^' ' AL NOTES
EXIST. FINISH GRADE AT FOUNDATION ELEV. 33.9 FINISH GRADE OVER DIST—BOX ` ELEV. 34.2
RISER WITHIN 1) THIS SEWAGE DISPOSAL SYSTEM SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE
GRADE OVER TANK 33.9 6" OF GRADE REGULATIONS OF TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND THE REGULATIONS
OF THE LOCAL BOARD OF HEALTH.
32.9 9" MIN. 2) THE LOCAL BOARD OF HEALTH IS TO BE NOTIFIED:
(A) PRIOR TO BEGINNING CONSTRUCTION IN THE EXCAVATION FOR THE PURPOSE OF
SOIL EXAMINATION TO INSURE CONTINUITY OF PERMEABLE MATERIAL.
T! I--
"XIST
- _ —-_____ (B) PRIOR TO BACKFILLING THE COMPLETED SYSTEM FOR THE PURPOSE OF
6" 16.5' 02.EX SLOPE - -_ / PROVIDE WATERTIGHT PERFORMING AN AS-BUILT INSPECTION.
FLOW LINE 0 / JOINTS (TYP.) (C) PRIOR TO CONSTRUCTING THE SYSTEM IN A MANNER OTHER THAN SHOWN
_ 10" " _ _ 4 PVC / ON THIS DESIGN.
_ EXISTING FROM ,SEPTIC TANK . 4" PVC OUT TO
3 14 31 51 3) CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH
- - LEACHING FACILITY DIG SAFE AND OTHER APPROPRIATE AGENCIES. REPORT ANY DISCREPANCIES TO THE
_ 31.18 - 6„ _ 2' LAID FLAT (S=.005) DESIGN FIRM.
_ - 2 31.01 4) ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING. IF THE SYSTEM IS
48" - _ LOCATED UNDER A DRIVEWAY, OR WITHIN 10' OF AN AREA THAT MAY BE TRAVELLED ON,
- EXISTING - THEN THE SEPTIC SYSTEM SHALL WITHSTAND H-20 LOADING.
- 1,000 GALLON CONCRETE SEPTIC TANK PROP.
GAS 5) WHERE REQUIRED. THE .CONTRACTOR WILL REMOVE ALL LOAM, SUBSOIL AND OTHER
_ BAFFLE - "WIGGIN" DB-5 UNSUITABLE MATERIAL IN THE AREA BENEATH AND FOR 5 FEET ON ALL SIDES
- 5 OUTLET DISTRIBUTION BOX OF THE LEACHING FACILITY. THE CONTRACTOR SHALL REPLACE ALL UNSUITABLE
- - - - - - - - -- - - ---- - - - - ---- - - -- -- - - -
- OR APPROVED EQUAL MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE
__ __ __ ___ ___ _ _ ___ _ _ _ _ _ _ ______ MATERIAL. REPLACEMENT MATERIAL TO HAVE AN INPLACE PERC RATE OF TWO MINUTES
TO BE SET ON 6" OF CRUSHED STONE OR LESS.
PLACED ON A COMPACTED LEVEL BASE
6) 4" SCHEDULE 40 PVC PIPE WITH TIGHT JOINTS TO BE USED IN DISPOSAL SYSTEM
FIRST 2 OF OUTLET PIPES TO BE UNLESS OTHERWISE NOTED.
LAID LEVEL AS PER TITLE V.
NOTES: l (� V /� I7) THIS SYSTEM IS NOT DESIGNED FOR USE WITH A GARBAGE DISPOSAL
ALL COVERS SHALL BE MARKEDI I - 10 SEPTIC TANK DISTRIBUTION VOX D ETAI L
WITH A MAGNETIC MARKING TAPE.
N.T.S. N.T.S.
NOTES : TEST PIT DATA
INSTALL OBSERVA77ON PORTS ACCORDING TO TOWN OF BARNSTABLE STANDARDS.
1. NO HEAVY EQUIPMENT OVER SYSTEM. 488 ELLIOT ROAD
FINISH GRADE OVER LEACHING AREA EL. 35.0-36.2 2. DISTRIBUTION BOX TO BE PRECAST INSPECTOR: D. STANTON
I/ v I/v y V V'/ /r-/'\/y
REINFORCED CONCRETE UNITS, WITH AN H-20 CAPACITY. DATE: 02/08/10
USE HIGH CAPACITY H-20 UNITS 3. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN
PERFORMED BY:J.E. LANDERS—CAULEY, P.E.
12" lS LAYOUT USES STONELESS TECHNOLOGY.` — ACCORDANCE TO REVISED TITLE V OF THE STATE
4" DIA. SCHEDULE 40 PLASTIC PIPE MAX. . BACKFILL INFIL774ATOR UNITS W77-1 SAND ENVIRONMENTAL CODE MINIMUM REQUIREMENTS TEST PIT # 1 TEST PIT # 2
THAT COMPLIES WITH 77TLE 5 SPECIFICATIONS. EL. TOP = 36.1 EL. TOP = 35.5
X FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE.
EL. WATER = NONE EL. WATER =
r ��. ANY CHANCES TO THIS PLAN MUST BE APPROVED
` (I� BY THE BOARD OF HEALTH AND THE ENGINEER.
D�
qp
AT THE COMPLETION OF CONSTRUCTION, PRIOR TO " "
O 0 A - LOAM O 0 A - LOAM
BACKFILLING, THE BOARD OF HEALTH AND ENGINEER
12" SHALL BE NOTIFIED FOR INSPECTION. " »
8 8
6. PITCH ALL SEWER LINES 1/4" PER FOOT. B - SANDY LOAM B - SANDY LOAM
A 340• UNLESS INDICATED OTHERWISE. 42" 10YR 5/8 PERC 42" 10YR 5/8
29.98 i 7. INSTALLER TO LOCATE ALL UTILITIES.
8. INSTALLER TO PROVIDE AT LEAST ONE OBSERVATION POF T. ® 42"
5.0' 9. INSTALLER TO CONTACT THIS FIRM TO CONFIRM
SOIL CONDITIONS DURING SYSTEM INSTALLATION. C M-C SAND C - M-C SAND
24.00' 11.32' 10. ALL SEPTIC SYSTEM COMPONENTS TO BE CONFIRMED 10YR 6/4 10YR 6/4
BY SURVEY. INCLUDING BUT NOT LIMITED TO, THE
BOTTOM OF TEST HOLE EL. 25.0
ELEVATION OF WETLANDS 21.5 BOTTOM OF LEACHING AREA, PIPE INVERTS, AND TOP
OF STONE.
LEACH ' FIELD P R O EI LE END VI E Y Y 11. ALL COVERS SHALL. BE MARKED WITH A MAGNETIC
MARKING TAPE.
N.T.S. N.T.S.
126" — 126"
DESIGN DATA /
a
SHEET 2 : of 2 SEWAGE DISPOSAL SYSTEM DESIGN
Off
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VVII FIELD LAYOUT },
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� 488 ELLIOT ROAD
BARNSTABLE, MA
CAPACITY REQUIRED V4.O
CITY PROVIDED yf :c _, y
e 1 C �)
0 � 6s �
OBSERVATION ZAP <� �0 3j01 LOCATED AT: L�-88 ELLIOT ROAD
CURRENT RESIDENTIAL 3 BEDROOM 4 x 4.72 SF/LF = 453.12 PORT N �f110 GPD BEDROOM 330 GPD x 74 - 335.31 GPD ,._P u,Sl14 e`'c``
_
( / ) - Uh�"�
TOTAL = 330 GPD MINIMUM BARNSTABLE, MAS SAC H U S ETTS
SEPTIC SYSTEM DESIGNED FOR 3 BEDROOMS. I CERTIFY THAT i AM CURRENTLY APPROVED BY THE DATE SCALE DRAWN CHECKED JJOB NO. DWG. NO.
ANY ADDITIONS SHALL NOT INCREASE THE DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT OBSERVA77ON PORTS TO WITHIN 02 16 10 N.T.S. JDR CAMPANINI CAMPANINI
NUMBER OF BEDROOMS. TO 310 CMR 15.017 TO CONDUCT SOIL EVALUATIONS 3" OF FINISHED GRADE
AND THAT THE ANALYSIS GIVEN HAS BEEN PERFORMED
BY ME CONSISTENT WITH THE REQUIRED TRAINING, //REVISIONS a rw2 c/L & 14 ss o c i a tes Inc.
EXPERTISE, AND EXPERIENCE DESCRIBED IN 310 CMR
SE
PTIC
PTI(� TANK
15.017. 1 FURTHER CERTIFY THAT THE RESULTS OF NO. DATE DESCRIP77ON BY 63 County .Road .Box 901
`� v ' `1 `� MY SOIL EVALUATION. AS INDICATED ON THE ATTACHED
330 GALS X 200% = 660 GALS. DESIGN CAPACITY SOIL EVALUATION FORM, ARE ACCURATE AND IN 1 3 10 f0 OPORTS, CER T. JDR North Falmouth Jlass 622556
ACCORDANCE WITH 310 CMR 15.000 THROUGH 15.017.
(508) 563 �'�'�'�'
REUSE EXISTING 1,000 GALLON SEPTIC TANK