HomeMy WebLinkAbout0203 ZENO CROCKER ROAD - Health (2) 203 Zeno Crocker Road
Centerville
A = 170 220
S M E A C®
No.2-153LOR
UPC 12534
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Town of B• rnstable. P#
Department of Regulatory Services
1MADEA . Public Health Division bate
KAS& ems$ 200 Main Street;Hyannis MA 02601
Date Scheduled t` ' +P _ ' ' 'Time Fee Pd.
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> � Suitability Assessr�ient fop Se e Dis os
Witnessed
Performed By: d By:
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LOCATION & GENERAL INFORMATION
Location Address ��y C rL p !- R� Owner's Name G9ZG 0(1O—
+ zd- e-/!b Cga �X`
Address v a 11 e?
Assessor's Map/P4rcel: f'70 li-2-0
I Engineer's Name S�"3
NEW CONS1RUt I tON REPAIR _ Telephone# J b k A d •�3 1>
Land Use a JIv�� Slopes( ')
't.J ('�(�Surface Stones
Distances from: ()pen Water Body ft Possible Wet Area 2— ""tt Drinking Water Well �200 ft
i
Drainage Way ®O ft Property Line ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands in proximity to holes)
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' � S .I 6.•nJ '.,STr� .
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Parent material(geologic) ���( '� Depth to Bedrock
Depth to Groundwatdr. Standing Water in Hole:' A i Weeping from Plt FACe
Estimated Seasonal t High Groundwater !
DtTERMINATION FOR SEASONAL HIGH WATER T""'
Method Used: rnottlIn,
Depth C b�served standing in obs.hole: in. Depth to sail Adjusts:tment $-
Depth to weeping from side of obs.hole: ! in, Groundwater AdJuti
;- ! _ Adj.Actor.�.•_,.� Adj.Owundwaterlevel.,,,,e,
Index Well# Reading Date:' Index Well level -
PERCOLATION TEST , Deep �Thne
Observation Time at 9"
Hole# i
t l Time at 6"
Depth of Pere CT ( Time(9"41
)
Start Pre-soak Time.@
End Pre-soak
- Tt.ate MinJInch '
Additional Testing Needed(YIN)
Site Suitability AssessmeAssessment: Site Passed Site Failed:
Original:.Public t;e`pUth Division Observation Hole Data To Be Completed on Back—
***If percola4on test is to be conducted within 100' of wetland,you must first notify the
'Barnstable Conservation Division at least one(1) wedk prior to beginning.
i .
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
.Surface(inn; (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistenc %.Gravel
��! t�.`1 � •gyp �.� �
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistenc %Gravel)
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistenc %Gravel
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) KDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consisten ra I
F
T Flood Insurance Rate Map: /
Above 500 year flood boundary No— Yes _ `0
Within 500 year boundary No'v Yes,
Within 100 year flood boundary No Yes
Depth 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 pe vioui` s material?
Certification r
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 require in expertise and e perience described in 3.10 CMR 15.01 .
Signature Date
Q:\SEPTICVERCFORM.DOC
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
appYitatiou for Bisposar 6psteut Construction permit
Application for a Permit to Construct( ) Repair(may Upgrade(Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.203 ZG-A(O CrpCkrY /2 d, Owner's Name,Address,and Tel.No.
G rt=&o r rr
Assessor's Map/Parcel/ 249 6�� IjV1 1/1% .3 Mr
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No._$-6g-362- 2922
,yr-t^ *`,Solis ��VC
r` �4�a%vic `?mot o2S
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 Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)Th?g// LB6Ar�iiL/� � �OL X
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.
Si d Date /
Application Approved by 'ti- Date
Application Disapproved Date
for the following reasons
Permit No. 05,0 13-057 Date Issued�/6/��Zs»_'3
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIV_ISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
,application for Disposal 6- psterrt Construction 3perntit
Application for a Permit to Construct( ) Repair(Upgrade(44-Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.
203� zr'No GrockrY /2d Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel _ G 1-
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.,5-6g-3G2- 2,F2.2..,
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Type of Building:
Dwelling No.of Bedrooms ,Lot., iiize sq.$: Garbage Grinder( )
Other Type of Building '. I t No.of,,,Persons Showers( ) Cafeteria(
Other Fixtures ij 1
Design Flow(min.required) gpd D's jgn flow provided gpd
Plan Date Number of sheets 1 ; Revision Date
Title
Size of Septic Tank Type of S.A.S.
f' 'Description of Soil A
Nature of Repairs or Alterations(Answer when applicable) tg /� X /t'iil
k 4 ' 12 Zorr-_R Aa r
i
Date last inspected:
Agreement: ;
I
The undersigned agrees to ensure the construction and maintenance of,the fore described on-site sewage disposal system in s
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.
Si aied Date
Application Approved by Date
Application Disapproved Date
for the following reasons
i
Permit No. Zo 1-5— 25 3 Date Issued f/G 7o,7S
-- - ----_--.------_ -.--_- - ._.- - . .:--_ :.- .. ...,e,-, .:_:. w_w__. :. _: - - _ - .. --.-- ------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS �.
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(Z Upgraded( 1
Abandoned( )by s i,n�, 42 s lei g4-4za S
at 9 a 3 "C 4 (::�r,C /-K �scsarf=`�/i'//�= has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. dated of x
Installer e/1z�414� �s 6+'y Designer
#bedrooms �, Approved desi r�flow gpd r
1
The issuance of this permit sh 1 not be oust ed as a guarantee that the system will ncti n �d/e/s/ign/efd. ,}
Date / Inspector
1
No. 201?j Z7� - - Fee&/w-.
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal *pstem construction Permit
Permission is hereby granted to Construct( ) Repair( 4., Upgrade( (-)--- Abandon( )
System located at 24f? 7/t (f r9K,k/-ram k2o
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.
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Provided:Construction must be completed within three years of the date of this perm• . '
Date Approved by
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Town of Barnstable
Op111E Regulatory Services
Thomas F. Geiler, Director
' BARN87'ABLE.
IMAM � Public Health Division
9�
'lrai ° Thomas McKean, Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer & Designer Certification Form
I
Date: �2-13 Sewage Permit# 2015 '2S/"7 Assessor's Map\Parcel
Designer: "'V� � -S Installer:
Address: �® ��G ' Address:
knAwvc1-\
On was issued a permit to install a
(date) (installer)
septic system at (p iz �,jC��6 based on a design drawn by
(' (address)
Pjr' i JS v dated
(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 relocat on oi�thI
distribution box and/or septic tank.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or anv 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.
OF Mq
A:z.
a OAt� M
(Installer's Signature) o: 1140
AEG/S1E '0 . L
a( �gner's Signature) (Affix Designer's Stamp Here)
PLEASE RETURN TO BAR�IST: LE PUBLIC HEALTH DIVISION. CERTIFICATE OF
COiVIPL1ANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE
RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU.
t: Health/Sepnc,Designer Certification Form 3-
26-(kl:doc �''
r TOWN OF BARNSTABLE
LOCATION0 3 /i10 �y oeCcl/' /�o� SEWAGE# Z a!3 — 2S7 `
`1VILLAGE ASSESSOR'S MAP&PARCEL �
INSTALLER'S NAME&PHONE NO.S'Og �20`�Z38 �o�C�' h� 5— y'S
SEPTIC TANK CAPACITY 6D o0
LEACHING FACILITY.(type) Z, daG4 f� (size)
NO.OF BEDROOMS 3
OWNER
PERMIT DATE: 7-16 -j3 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 wefts 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
t7, 7-
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7L t2 C-AT ION SEWAGE PERMIT NO.
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V LLAGE
I N S T A LLER'S NAME i ADDRESS
eows p l'SAK,eUg%oX6/Ic
B U I L D E R OR OWNER
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DATE PERMIT ISSUED q-5
DATE COMPLIANCE ISSUED 8.5
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THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
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........................OF..... .. ...11 `cv .
Appliration for Uhipaaa1 Worko Tonstrurtinn Prrutit
Application is hereby made for a Permit to Construct (/or Repair ( ) an Individual Sewage Disposal
System at:
-•- Z10...Gy.L ..- ........... ac-?�t' .J� t....................................................
Location-Address or Lot No.
'
Owner \ a tAddr s
Installer Address
d Type of Building Size Lot
....
1-54_e D o Sq. fee
Dwelling—No. of Bedrooms...........................................Expansion Attic ( ) Garbage Grinder
P4 Other—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( )
C4Other res .......................................................................................................................................................
per person per day. Total daily flow...............�.�_'.. j�2.............gallons.
WSeptic Tank—Liquid ca.pacityII..PP__gallons Length................ Width................ Diameter---------------- Depth................
x Disposal Trench—No_____________________ Width.....T............. Total Length...._................Total leaching area....................sq. ft.
Seepage Pit No___________________ Diameter......1_ ........ Depth below inlet...131....... Total leaching area_�:_,.:V)...sq. ft.
Z Other Distribution box (✓) Dosing tank
0-4 1-4 Percolation Test Results Performed by._L� ..c.u� h - roG_____________
a Test Pit No. 1________________minutes per inch Depth of Test Pit.....}!1-___ Depth to ground water.....
Gz, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water._.__-_________________-
..........I--------- - ------ ----•----.--•-••.................................
O Description of Soil.....�=•- ...........
t ......... :.- p
a. ..._.5_ ---
w .. ------�� �/ 1----------------------•---
x ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------••-_...__
U Nature of Repairs or Alterations—Answer when applicable...............................................................................................
--------------------------------•---.....--•----------•-----------------•--.._...--••---..._........_...................................................................................................
Agreement:
The undersigned agrees to install the aforedescribed Indi dual Sewage Disposal System in accordance with
the provisio "'I'1U 5 of the State Sanitary ode— The dersi ned further agrees not to place the system in
operatio Ce;tificate of Compliance has b e by e of health.
Signed--- ----- -- --_. .... ••-•------------•••--------•-----•-••---- .�...dl.
Date
Ap cation Approved By.. --------------------------------------------- ...-... � �•
Date
Application Disapproved for the following reasons:................................................................................................................
..................................
....................
...................................................................................................................................................
..............
Date €
Permit No.-------�-�_--- 60'�............... Issued....................................................... 1
Date
` N
THE COMMONWEALTH OF MASSACHUSETTS `l
BOARD' OF HEALTH � -
..........................................0F.f /.............................
. -.... :...................
CIrrtifiratr of Toutplitttta
THIS TO CERTIFY, T t the Individual Sewage Disposal System constructed or Repaired ( )
by J! 1. .. _ ....:.. . � �', .,�: .... ..... '"�..............
- •-------------------•-------------—
------------•--
m- Installer
..............
�f / �✓ i_ 1'iy l Caws"'� --�-------------
has been installed in accordance with the provisions of TITLE j of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No---------FR. ---. dated--------! �f -Q.15................
THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CO TRUED AS A G RANTEE THAT.THE
SYSTEM WILL F N TION SATISFACTORY. . 7 `�J�
DATE.......... ..6 Inspector...
THE COMMONWEALTH OF MASSACHUSETTS
BOARD F HEAL, J�.,
.............
FEEZE.�.?.:� ......
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rks Tanotr iatt rrutt� ,
-
Permiss>on is eby granted-------- .. =( ,,d-r-.. -----+`� t'".:":��.. .....__....._... r�' .... .
to Construct - or Repair ( ) an Individual Sewage Disposal System
........ --- - ----
Street
as shown on the application for Disposal Works Construction Permit ----------------
DATE. _y ► it IS 3=' Board of Health
FORM 1255 HOBBS & WARREN, INC., PUBLISHERS
No.......Q Fimic
.........
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.........................................OF......�A TZ -T -,\, �7_) I- ��-
..........................................................................
Grp firittin ft,for Disposal Works Tunstrurtion "rrmft
V
Application is hereby made for a Permit to Construct u or Repair an Individual Sewage Disposal
System at:
v7T
..................................................... ........................................ ............................................... ---------------------------------------------
Location-Address or
"J j. ................... ..............
.......... ........................... ...........I..............................
ss
Owner I . I I
-Tk 4, ,—Add
off..... ................... . ......M... ............
Installer Address
Type of Building Size 0 Lot.......... ..0............Sq. feet
U . _-D
o-4 Dwelling— of Bedrooms..............................................Expansion Attic Garbage Grinder
aOther—* *Type of Building ............................ No, of persons__...............__......... Showers ( ) — Cafeteria
Otherjb5tures .......................................................................................................................................................
Design Flow........... _----_----------------gallons per person per day. Total daily flow___............. ... .............._.._._.._._gallons.
6
�
1:4 Septic Tank—Liqu- id capacity!_/_ ...gallons Length................ Width..__........._.. Diameter_----.--______-- Depth............__..
W —Disposal Trench No. ........ ............ ( Width_...___......_._._._ Total Length.................... Total leaching area....................sq. f t.
�4 ,
Seepage Pit No......I I............... Diameter.__...L_7:�....... Depth below inlet_.'q1............. Total leaching area..:9:A_�)...sq. ft.
Z Other Distribution box Dosing tank
Performed by.................................................. ........................
Percolation jest Results 0XI A TZ,,I e el .1 A Date..j...............................
Test Pit' ........ __7
o. per inch Depth of Test 'Pit..... ......... Depth to ground water........77=.............
rX4 Test Pit No. 2................minutes per inch Depth of Test Pit...__.._........_... Depth to ground water........................
P4 ............................................................I...................................................................................I...............
0 Description of Soil...._ . . _. I— / , —J� c--I l_', .....-...... ' ..4.................... ..A........................................ . ... ..
U ................................................................................................................... ........D....
..................
6JL_T�..... .........................
W ......................................................................................................................................................................................................
U Nature of Repairs or Alterations—Answer when applicable...............................................................................................
........................................................................................................................................................................................................
Agreement:
The undersigned agrees to install the aforedescribed Indi),Adual Sewage Disposal System in accordance with
the.pr ovisiol �JVT— 5 of the State Sanitary ode— The derslgned further agrees not to place the system in
operatio Certificate of Compliance has b e by 'e of health.
Signed...
Ap cation Approved By..1Z. Date
. ........................................................ ........
04 ........................................ . ... . ...............
Date
Application Disapproved for the following reasons:................................................................................................................
........................................................................................................................................................................................................
Date
cr-�
Permit No........................................................ Issued.......................................................
Date
SITE' PLAN SHEET I OF 2
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FOR IE: L- ` 42 L-�—C y-j
RE6/STEREO LAND SURVEYOR
ZONE I�.G G T"�EQ AA
PLAN REF DATE
BENCH MARK DATUM h 5 U M WM. M. WARWICK 8 ASSOC., INC.
DOMESTIC WATER SOURCE---�"c.ryrJ �y�T�h- BOX 80/ - NORTH FALMOUTH
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FLOOD ZONE. �- MASS. 02556 - (6/7) 563 -26 38
LEACHING 3ASIN SECTION NOT TO SCALE shcel 9 e� 2
24 C.1.MH COVER
EARTH FILL BRICK AND MORTAR COURSES AS RE00• TO 8RING
4"• _.r•y_ w.^ COVER TO GRADE
4 B FLOW L/NE / /
INLET _l_ _ __ __ L 2' /8 TO/ WASHED PEASTONE FREE OF IRONS,
PIPE T FINES AND DUST /N PLACE
OPENING WITH 4%g" �4 70 /%2 WASHED CRUSHED, STONE FREE OF
!'3 OUTER DIAMETER IRONS, FINES AND DUST /N PLACE
AND./3�4„INS/DE
DIAMETER 1. CONCRETE TO BE 4000 PSI 2B DAYS
2. REINFORCED WITH 6"x 6° NO. 6 GA. W.W.M.
•' 3. 2'AND 4' SECTIONS ARE AVAILABLE FOR
GREATER DEPTH REQUIREMENTS
410., —I 6,0 I '�� —� 4. NUMBER OF PITS REQUIRED o►J�
M/N• IZ- ; NOTE: EXCAVATE TO ELEVATION OR
- EFFECTIVE DIAMETER
(NOT TO EXCEED 3 TIMES EFFECTIVE DEPTH) LOWER AS REQUIRED TO REMOVE ALL
WATER TABLE-_ LOAM AND CLAY BENEATH PIT. REPLACE
EXCAVATED MATERIAL WITH CLEAN
TYPICAL PROFILE GRAVEL TO DESIGNED GRADE.
Al /8"sro. LT. WGT. C.I.MH COVER
4"c../.PIPE 4"8/T.FIBER PIPE
TIGHT JOINT OUTLET LEVEL
DWELLING FLOW LINE TO FIRST ✓OINT -- --Y , T;_•
�0 „— 14„ O O O 1 100
�0 0 1
�d `t C.I. TEE I e�/a,�� I I O 0 1 1
STD, PRECAST CONC. b, ` 1 0 0 0 00 1 1 1 1
GY GAL.SEPTIC TANK. 0/ST. BOX TO BE •�j 11 1 100 00 0 1 1 1
INSTALLED ON LEVEL, I it too. 0 0 1,1 1 1
„ :l.. STABLE BASE 1 It p Q 0 00 1 1 I
y�SEPT/C TANK TO BE 1 if 0 0 0 00 1 1 1
INSTALLED ON LEVEL I it 1001 0 0 1 I
STABLE BASE. 1 I 1 p 0 O 0 ,
1 1 1 1
LEACHING BASIN i 1 p !o O 0 0 0 1 I i
BASE TO BE L EVEL i i 1 0 O 0 0 1 1 ,
4�.o
SOIL AND PERC. DATA
PERC. RATE � � 2' MIN. /IN'.
0�� TEST PIT NO. P 3Go�Z 0�' TEST PIT NO. 2
TEST BY : v yl� L D 3' Ta P. I5 1�h
WITNESSED. BY: l 0tJ la ► F''lr-0rz-0 M 1�_lD IN
TEST PIT GR. EL. 5 L o Tekc>e P•u�L
DATE;` to- z�i - � I2, Yc�
39•0
DESIGN DATA GENERA L NO TES
BEDROOMS• NO HEAVY EQUIPMENT TO RUN OVER SYSTEM.
DISPOSAL Qom SEPTIC TANK, DIST. BOX AN LEACHING BASINS TO BE STANDARD
EST. TOTAL DAILY EFFL.330GPD PRECAST REINFORCED CONCRETE UNITS.
SEPTIC TANK 1 o v a GAL ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE
TO REVISED .TITLE 5 OF THE STATE ENVIRONMENTAL CODE,
SIDEWALL AREA Z SGAL./SQ.FT. MINIMUM REQUIREMENTS FOR THE SUBSURFACE DISPOSAL OF
BOTTOM AREA, 1-o ' GAL./SQ.FT. SANITARY SEWAGE EFFECTIVE ON JULY I , 1977.
LEACHING REQUIRED I"c SQ.FT.. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD
ACTUAL LEACHING AREA OF HEALTH.
Q;FT. AT COMPLETION OF CONSTRUCTION, PRIOR TO BACKFILLING, THE
�:. BOARD OF HEALTH SHALL BE NOTIFIED FOR INSPECTION.
PITCH ALL SEWER LINES I/4" / FT. UNLESS,INDICATED OTHERWISE.
` �s"or h'qt SEWAGE DISPOSAL SYSTEM
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T�r�-V l LLAE, A.& t, S S
QUA4 4�
SCALE AS INDICATED DATE
WM. M. WARWICK 8 ASSOC., INC.
8OX 801 - NORTH FAL MOUTH
`PROFESSIONAL ENGINEER 'MASS. 02556 - (617) 563-2638
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LEGEND CENTERVILLE
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��--1 PROPOSED CONTOUR k
® PROPOSED SPOT GRADE
EXISTING CONTOUR LOCUS p
+ 96.52 EXISTING SPOT GRADE 203 ZENO o�O i
N ( W— EXISTING WATER SERVICE CROCKER ROAD
1 v tl !9 TEST PIT
0 AMES WAY
Q) m5p ports 42 �53ir228
ROUE
TH-2 0� ��' _ _ J •Q
LOCUS MAP
41 f T�/ � ' \
LOCUS INFORMATION
PLAN REF: 306/17
TITLE'I 297
DECK PARCEL E /D: MAP170 PAR. 220
o O
N I \ FLOOD ZONE: "C"
COMMUNITY PANEL: 250001-0015-C DATED:08/19/85
EXISTING G ;' ���� ''� SEPTIC SYSTEM
4 3BR DWELLING \ \ gStiAq REPAIR PLAN
#2O3 �� �� i LOCATED AT:
TOF=44.00 203 ZENO CROCKER ROAD
� r� CENTERVILLE, MA
EXIST. LEACH PIT � �� ���\I PREPARED FOR
NOTE 10 �. 2 ` � O� GREGOIRE
EXIST. I OOOG y'
7 r GENERAL NOTES:
SEPTIC TANK `Sg• S�Q O' .'�j^! �^ JULY 7, 2013 REV: 7/15/13 - CHG LEACHING
t3�, 1. ALL CHANGES TO:THIS PLAN MUST BE APPROVED BY THE LOCAL
2 ;L / BOARD OF HEALTH AND THE DESIGN ENGINEER.
�y 40 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE �F
10 A/qs
LOCAL RULES AND REGULATIONS.
j 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR DA E y�
LOT 2 %�� DESIGNPENGINEER AND APPROVAL BY THE BOARD OF HEALTH AND THE . R
j 4• ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 1�O
AREA=15,000 S.F. , FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
O I ENGINEER BEFORE CONSTRUCTION CONTINUES. C/ E��O
/ 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF MNITAR��`� 7 ) )3
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
/ 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
/ 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
CONDITIONTO A AGREED BETWEEN OWNER CONTRACTOR.9. IT SHALL BE THERESPONS RESPONSIBILITY OF THE CONTRACTOR To VERIFY FY THE �D"�
LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING WORK. MEYER O( SONS, INC.
"r 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5. P.O. B 0 X 981
q
SCALE: 1 »=20' 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY EAST SANDWICH, M A. 02537
AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY
13. NO KNOWN PRIVATE WELLS WITHIN 150 FT. OF PROPOSED'LEACHING`. Q
SURVEY REFERENCE: 14. ALL PIPING TO BE 4" SCH; 40 ® 1/8"/FT (UNLESS SPEC. ) (508)3G2-2922
15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW
CERTIFIED PLOT PLAN BY: WILLIAM M. WARWICK, PLS FOR THE USE OF A GARBAGE GRINDER,
DATED: JUNE 21 , 1985 16. NO WETLANDS WITHIN 150 FT. OF PROPOSED LEACHING
• • SHEET 1 OF 2 J#1540
NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS
NOTE: FINISH GRADE SNT HALL NOT BE < E:PROPOSED3
FOR A DISTANCE OF 15' AROUND THE
SEPTIC TANK PROPOSED D—BOX PERIMETER OF THE S.A.S.
T.O.F. EL.=44.0 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER
OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE
' F.G. EL.=43.0t F.G. EL: 42.0(MAX.)
F.G. EL.=42.8t F.G. EL: 42.30t
9" MIN COVER/ 6" INSPECTION PORT TO BOTTOM OF STONE
36" MAX COVER L = 30' L = 10'(MAX) W/IN 6" OF FINISH GRADE USE PERF. PIPE)
® S=1% (MIN.) EL. = 42.42 0 S=1% (MIN.) 0 S=1% (MIN.)
4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC
L
to" g
14
INV.=41.35 48"LIOUID INV.= 41.10 INV.= 38.90
LEVEL INV.= 38.90
PROPOSED
GAS BAFFLE D—BOX INV.=39.80
INV.=40.0 DB-5
MIN
EXISTING 1,000 GALLON SEPTIC TANK
EXISTING SEWER OUTLET I" IJ -
I
aa.rEc NO Oro 9„ MIN.
PER TI TLE 5
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING
PIPE INVERTS PRIOR TO CONSTRUCTION BREAKOUT EL. = 39.23
2) D—BOX SHALL BE SET LEVEL AND TRUE TO INV. ELEV.=38.90
GRADE ON A MECHANICALLY COMPACTED SIX END ELEV.=38.75
INCH CRUSHED STONE BASE, AS SPECIFIED IN coin w�SHM STIONE
310 CMR 15.221(2)
3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK
WITH 1500 GALLON SEPTIC TANK IF FAILED,
BOTTOM EL= 38.25
DAMAGED, OR UNDERSIZED. 2 5' .5'
4) INSTALL INLET & OUTLET TEES W/
SEPARATION 6SSFr.
GAS BAFFLE AS REQUIRED SEPTIC SYSTEM PROFILE .
SOIL ABSORPTION SYSTEM (SECTION)
BOTTOM OF TESTHOLE EL. 31.40-p—
N.T.S.
SOIL LOG P#:14051
DESIGN CRITERIA DATE: JULY 3, 2013
NUMBER OF BEDROOMS: 3 BEDROOM DESIGN SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE #1614
SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: <2 MIN/IN WITNESS: 1 DONNA MIORANDI, BARNSTABLE HEALTH OF Mgss9�,
Elev. TP-1 Depth Elev. yG
DAILY FLOW: 110 G.P.D/BR. DESIGN FLOW: 330 G.P.D. TP-2 Depth � D R v+
GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER) 42.10 A LOAMY SAND 0 1.I 41.90 0" R
A LOAMY SAND
SEPTIC TANK: 330 gpd x 200% = 660 gpd USE EXISTING 1,000 GALLON SEPTIC TANK 41.10 10YR 3/2 12"' 40 gp IOYR 3/2 12"
B LOAMY SAND B LOAMY SANDC/ ,,c0
39.10
1OYR 5/8 36+ 1OYR 5/8
C tom`
� 38.90 C 36" SIN I TAR�a�
ST
LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F. ,
DISTRIBUTION BOX: 3 OUTLETS (MINIMUM) I
USE 30'L x 15'W x 6"D LEACHING FIELD W/ 3 LATERALS MED—COARSE MED—COARSE
SAND n SAND
BOTTOM AREA: 30 x 15 = 450 SF PERC TEST 2.5Y 7/4 2.5Y 7/4
0 37.10 PROPOSED SEPTIC SYSTEM/SITE PLAN
SIDE AREA: n/a 31.60 121 31.40 126" 203 ZENO CROCKER ROAD, CENTERVILLE, MA
TOTAL SQUARE FEET PROVIDED = 450 vs 445.94 REQ'D I
PERC RATE <2 MIN/IN. SOILS IN ("C" HORIZON) " Prepared for: Gregoire
TOTAL G.P.D. PROVIDED: 450 0.74 = 333 d 330 d required NO GROUNDWATER OBSERVED
gpd vs. gpd re 4 Engineering and Surveying by: SCALE DRAWN DATE:
Meyer&Sons,Inc. NTS D.M.M. 07/07/13
• 1, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 POBOX98f
to conduct soil evaluations and that the above analysis has been performed by me consistent with the REV. DATE: CHECKED SHEET NO.
requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Evol. Exam in October, 1999. EAST SANDWICH,MA 02537
sos-ss22s22 07/15/13 O.M.M. 2 of 2