HomeMy WebLinkAbout0059 OLD TOLL ROAD - Health 59 Old Toll Road
W. Barnstable
A 109 072
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TOWN OF BARNSTABLE
LOCATION .�� O/C/ ��'�I SEWAGE # G 3
`` 'II,LAGE !, l��h �' ! ASSESSOR'S MAP & LOT 10—0 t?2
INSTALLER'S NAME&PHONE NO. An0 kia.Su Y- X 7 9
SEPTIC TANK CAPACITY /0
LEACHING FACIL=: (type)s''—'Sal I 'w Z y .4 L (size) a4 49,6— �—
` NO. OF BEDROOMS `S' Ot+u� bi G
BUILDER OR OWNER
PERMITDATE: 30 3 COMPLIANCE DATE: 3o 03
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
I
i
00 ,
J. No. remit)3 G�J Fee 5 '
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
2pplication for Mifspaal *pgtem Conztruction Permit
Application for a Permit to Construct( )Repair(x )Upgrade( )Abandon( ) D Complete System ❑Individual Components
Location Address or Lot No. Owner's Name,Address and Tel.No.
Assessor's ap/Parce
OlW Toll Rd W. Barnstable Richard Moran
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
W.E. Robinson Septic Service JC Engineering
P.O. Box 1089 Centerville 5 Roundhill Blvd E Wareham
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder(no)
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow gallons.
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) Install a new Title 5 leach s y s t e
to plans of JC Engineering- 3 bedrooms with a 5 ft nyerdig
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 Certifi-
cate of Compliance has been issued by this o Health.
Signed -Datee' 0 Jj
Application Approved by Date C03111yz
Application Disapproved for the following reasons
Permit No. Date Issued
i n •
50 00
No 2, 1 tl fib•y Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer.
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
application for W6pogar *p$tem Con!6truction Permit
Application for a Permit to Construct( )Repair(X )> pgrade( )Abandon( ) O Complete System ❑Individual Components
Location Address or Lot No. g Owner's Name,Address and Tel.No.
�, 5 Olc Toll Rd W. Barris"table Richard Moran
Asses or's ap/Parce -
Installer's Name,Address,and Tel.No. fy Designer's Name,Address and Tel.No.
W.E. Robinson Septic,fService JC Engineering
P.O. Box 1089 Centerville 5 Roundhill Blvd E Wareham
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder(no)
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures s, r;- p 4-1
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) Install a new Title 5 leach syste
to plans of JC Engineering. 3 bedrooms with a 5 ft overdid
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by this o doff Health. +�
Signed �C Date /—
Application Approved by <_. .< � W Date.__MD
D
Application Disapproved for the following reasons
Permit No. C>/�� Date Issued
Moran THE COMMONWEALTH OF MASSACHUSETTS
s BARNSTABLE, MASSACHUSETTSI
(Certificate of Compliatt-ee
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Gons,Xucled( ) Repaired ( x )Upgraded( )
Abandoned( )by W.E. Robinson Septic Service a�'
at _ 59 Old Toll Rd W. Barnstable has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit.No.2003- q$Q dated 9- 30- 03
Installer Designer n
The issuance of this permit shallnot be construed as a e that the s stem wi .. �c o at ,e ned�I
Date pl 1� n 3 guarantee
'to y
-----------------------------------------
No. C�>D ' 41,0 Fee 50.00
.Moran THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
liz pogar *pztetn (Construction Permit
Permission is hereby granted to Construct( )Repair( x)Upgrade( )Abandon( )
System located at 59 Old Toll Rd
W. Barnstable
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:_. �l Q Approved by �x
i
TOWN OF BARNSTABLE
LOCATION /Q/ �� � SEWAGE # 6
VILLAGE ASSESSOR'S MAP &LOT ���'®'�2-
INSTALLER'S NAME&PHONE NO. 0 6 i,,au
SEPTIC TANK CAP ACITY
LEACHING FACILITY: (type),r—S,4 I `� y A G (size) L44
NO. OF BEDROOMS 'SAO 01'45 V y
BUILDER OR OWNE
PERMUDATE: COMPLIANCE DATE: r) 90 03
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished-by
} d
I
JJJ �
LOCATION SEWAGE PERMIT NO.
1-9 o cry To c c &,' //0 9
VILLAGE jQ y'- 0 7
WE,ST ^t.r 7w q<<
I N S T A LLER'S NAME ADDRESS
A iV yG e,-n e S
ir fr '7�We�es 4 �Ark $eoae
BUILDER OR OWNER
DATE PERMIT ISSUED
DATE COMPLIANCE ISSUED 17_/j, 7 ?
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Of
No............�(�9...._....._ F�$............._...............
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.........
.-•... .....
......
....................OF.........................................
.
App iration for Dispnsal Works Tonstrnrtinn Vamit
Application is hereby made for a Permit to Construct (� or Repair ( ) an Individual Sewage Disposal
System at
. �....:0.1a... 6.1i..... _________________ ______1. oi..... '7/ °- - -----------
o a ion-Address1 or Lot No.
c�.. C�: .. •• - 'cl.(l. i ..................•--•-•....._..............---•--...------......-------•............._...._
i1 N' - Address
a = -.............................................................
Installer Address
UType of Building ^ Size Lot, �1__' .....Sq. feet
Dwelling—No. of Bedrooms.......... t� ._____._..__Expansion Attic ( ) Garbage Grinder {NIP
a - Other—Type of Building b11� 1_1� ... No. of persons._._._............. Showers ( ) — Cafeteria ( )
d Other fixtures ...................
------------------ -------•"----"--"---•-•--------------------•---•--------------------•••------------------------
W Design Flow...dy--••-•••-_--•-•______________gallons per person per day. Total daily flow__.._. 0.____________...._____gallons.
WSeptic Tank I Liquid capacity ,PDQgallons Length................ Width................ Diameter................ Depth................
x Disposal Trench—No. .................... Width.................... Total Length........._._......... Total leaching area_...................sq. ft.
Seepage Pit No----------I----_.... Diameter.../0......... Depth below inl/....
� ._...__ Tokl leaching areaSq(q....sq. ft.
z Other Distribution box ( ) Dosing tank ( ) G - JAG�/h- -,y -7 1j•
Percolation Test Result Performed b ....................
........ .. ...
� Y -- - ---;-- - •-----------. Date-J"-S-•"•�-�------•---------..
Test Pit No. 1____�2-_____minutes per inch Depth of Test Pit_ _________ Depth to ground water.........................
i w Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
0 Description of SoiL.. �?- �l S�CX _ - :� �_?�...... .�
x -
----------------------------"----------------------------------------------------------""-----"•-----•-•----------------------- _
U Nature of Repairs or Alterations—Answer when applicable................................................................................................ `
................................................
..........................................................
Agreement: 7 ?•.
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TL IT LE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issued by the board of health.
Sign ......
Date
Application Approved By..... G`I/1 ��.... 2 3-7�
Date
Application Disapproved for the following reasons:.................................................................................................................
........---•-•----"-----•--------•-----"......-•..---"----•-•----•----•-•--•-----------------------------"-------------••-----.-..---------""--------------"-----------"-"-""----------"----•--•----•---
Date
PermitNo......................................................... Issued.- ....................
Date
�4
...............
eT
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
............... _.`......................OF.................
......
Appliration for UWpooal Works Tontrnrtion ramit
Application is hereby made for a Permit to Construct AA or Repair ( ) an Individual Sewage Disposal
System at• r ��►►
-, •.... _L .T�_�-1.1. ..-• ........................... --•--- .•o ---•-` -............................................. ....._
s 1� o ion-Address or Lot No.
1 ••:T`�fd.0 {. :'." ' . o ......:R-auLa..--•... ............................................................. ---..........-
/ -••_____•.•_•___
Address
-•--- ....... _. ............. .......................
�
Installer. Address
U Type of Building , Size Lot _j -----Sq. feet
�-, Dwelling—No. of Bedrooms.__. ..A22_ ___________Expansion Attic ( ) Garbage Grinder
Other—Type of Building ( _.. No. of persons__-- --.-•-•--••. Showers ( ) — Cafeteria ( )
Otherfixtures ----•------------------------------- --•--------•--•------••••-•-----------------
W Design Flow--- _:..:___...... _______gallons per person per day. Total daily flow--- ......................gallons.
WSeptic Tank I Iqutd,:capacity�� allons Length................ Width..............._ Diameter................ Depth................
x Disposal Trench—No................:.... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No..________ Diameter.__ ...__ To leaching area,, .sq. ft.
I-. ___ Depth below inlet_._,
z Other Distribution box ( ) Dosing tank ( ) '
Percolation Test Result Performed b
a~ Y...................... ............ Date_,�;�_-:_3"..
a
a Test Pit No. 1___. ..2...__.minutes per inch Depth of Test Pit_ _________________ Depth to ground water.................
fZ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.-.____.._..____._..___.
t . ,
O Description of Soil ... ...`........_:_.,a` _. c� ._q!L re j ' �� +'Fr►.�._ .G+• .
x
U
r� -- - .. S..-
U Nature of.Repairs-or Alterations—Answer when applicable_____________________________________________________ "....
..-•---- • ---- _
�� _ _-
Agreement: �✓ !�/ '�• 7$,
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
T rl�^
the provisions of '�'1 T:LE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issued by the board of health: ., '
p Sign ..........
Xpplieation Approved B ......... �Date�
Date
Application Disapproved for the following reasons............................-.....................................................................
..:-------.^------------------------------------------••---------.....---------•----.....----------•---.._.....:--------------...----------------------------•--•----------------••..................
Date
Permit No..........................
--•-----•--------------------- Issued..................---------•--.......--------....-------
Date
w _
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
t- t...........OF............. f!L.�...!..1,1Z ......
(Irrtifirab of f omplinnrr
THI IS TO RTIFY, �a t e Indivldual Sewage Disposal System constructed or Repaired ( )
In all d lj�'
has been installed in accordance with the provisions of TE 5 c The State Sanitary Code as described. in the
77f 1 application for Disposal Works Construction Permit �Vo___ __ _________________�............ dated__.._!..-.� `...._�'�_-_______-______.
,THE ISSUANCE OF THIS'CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE..... ><'= .' .. � Inspector._:.• L.................•--.....----------.....--
THE COMMONWEALTH OF MASSACHUSETTS
r �
BOARD F HEALT;H.
Nf.. . .... FEE S ..
................. ...
tooVnrk Tom � n amit
Permission is ereby granted...... `_— - 4 d � d<Z e-
S. _. _ •--_ .___ �_......�..••-• .................•.
to Constr�u1c_( ) or Repair ( n I d*victual Sept .g . is sal y tern +
Street _
as shown on the application for Disposal Works Construction Per 't o. Dated.....;_ � ': ►.
_ ............. �kf __ +�"Z'� ,G'"................................._
DATE:.':_ 7'�rS__ /• Boar Health {f
......... .........•......•••.............••.. ......... * �I �d}o�fy
FORM 1255 HOBBS WA ;• + "'^""' ,& WARREN. INC.. PUBLISHERS yr� r
1 r
LOCATION SEWAGE PERMIT NO.
1-9 0Co 7"o cG 9
VILLAGE Id �F- 07�
INSTA LLER'S NAME i ADDRESS
8- - 7�4 cle es Al oral
! B UILDE R OR OWNER
i
DATE PERMIT ISSUED
DAT E C0M►LIANCE ISSUED ?_/I, 7F
it
�I
! 1S
-----�-------------------•---•`--- �.. ���^� � 5" DIA. OUTLET(S) FINISH GRADE OVER CHAMBERS= 96.15'-94.90' L NOTES
TOP OF FOUNDATION ELEV. = 98.72� 6
REMOVABLE COVER SLOPE @ 2% MIN. OVER SYSTEM
FINISH GRADE OVER D-BOX= 95.20 4"SCHEDULE 40 PVC MIN SLOPE 1% 3/4"TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE
1. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS AND CONSTRUCTION
EXISTING GRADE 2" OF 1/8"TO 1/2" DOUBLE WASHED STONE
METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE
FINISH GRADE 98 ,�5� OVER TANK EL.= 97.50� - 97.70� -` -""� �`�'-'�`"�`" �"`" � �"-""-" - ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES.
@ FND. EL.- ,' � � TOP OF SAS= 93.1 5' PLACE RISERS ON ALL CHAMBERS'.
20 MIN.ACCESS COVE
9"MIN. TO 6 OF FINISHED GRADE 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD
(TYPICAL FOR 2) 36"MAX.
EXISTING 4" 92.30' 36"MAX. BREAKOUT EL = 92.80'
OF HEALTH AND THE DESIGN ENGINEER.
3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL
,✓�- --PVC PIPE PROVIDE WATERTIGHT BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED.
- 6" 3„ 2" DROP MIN. 3„ g„ - JOINTS (TYP.) n� 00000 0 0 o p o
3" DROP MAX. 4" PVC IN FROM To O �op oo 0 o0 4. TO PREVENT BREAKOUT; THE PROPOSED FINISH GRADE SHALL NOT BE LESS
„ SEPTIC TANK 4" PVC OUT TO oo THAN ELEVATION =92.80 FOR A DISTANCE OF 15 AROUND THE PERIMETER OF THE SAS.
r 14 LEACHING FACILITY moo o �� o TOPUNLESS A 40 HE LINERS NOT BLESS E LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE
96.26 79' 2' oQ N THE BREAKOUT ELEVATION.
_ _ 12" � � dl � � � � � � op p � r� � � °I-°-I pa 5• SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
96.00°+ *CONTRACTOR TO 92.60' N. 92.43'
*CONTRACTOR TO CONTRACTOR SHALL VERIFY SIZE 48'� VERIFY coo 00
0 0 0 oG' 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
VERIFY AND CONDITION OF TANK AND TEES 6"CRUSHED STONE o a 0 0 0 C� 0 o o 0 0 Q o
OVER MECHANICALLY 2, 8 5' 2' 4' 4' 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED
AND REPLACE AS NECESSARY COMPACTED BASE 4•9� ' PRIOR TO BACK FILLING WHEN SYSTEM IS NEARLY COMPLETE AND
14,5'
29.5 READY FOR INSPECTION. SYSTEM IS NOT TO BE BACK FILLED
5 OUTLET DISTRIBUTION BOX (AP") WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH.
TO BE INSTALLED ON A LEVEL STABLE , GROUND WATER ELEV•= < 81 •17' 12.9'
jo
BASE. FIRST TWO FEET OF OUTLET g0.30 - 8. ELEVATIONS BASED ON ASSUMED DATUM OF 100.0'OBTAINED
EXISTING 1000 GALLON CONCRETE SEPTIC TANK PIPES To BE LAID LEVEL. 3- 500 GAL, CHAMBERS 5'MIN- - FROM TOP OF STAKE AN TACK AS SHOWN ON PLAN.
LENGTH $'-6" WIDTH 4'-1 0" DEPTH �" CROSS SECTION VIEW
T yr 9 THROUGHTDIG-SAFE AT LEAST ST 72 HOURS LOCATIONS PRIOR PRIOR TO COMMENCE CONSTRUCTION
• " T � ICAL CHe�,� r��R PROFILE � I CHIA BER E:I�ID VI '' COMMENCING WORK ON SITE
SEPTIC T DISTRIBUTION NOT TO SCALE AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY
NOT TO SCALE NOT TO SCALE
...-.,,_„__ DISCREPANCIES TO THE DESIGN ENGINEER.
i' T 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE
TEST P�� T
r f �`Ye asks•.:
E.+ �
STRUCTURES SHALL BE MADE WATERTIGHT.
'^i-
P#: P10,423:
11 r NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE
�' .. WITH DEEDED OR
} rye Samuel,.° hite
-•.- ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN '
SOIL EVALUATOR: Samuel 'hifos Jensen SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
C]ATE: March 13 2003
MAP OC,� r - -' 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
TTEST PIT#: LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH
a y a CASE THEY SHALL WITHSTAND H-20 LOADING.
PARCEL 078 � fik �:� , ���, � �� � � � �, � � � � � � ��.: ,,
w $ �� �• j ��4 '� �: � , 4 �; . '�`�` ��: ' ` ELEV TOP:. 9 .17'
N/F PARKKA Y _ � 4 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND
i _ __ _ __ ti � t � x ELEV WATER: <£ 1.17'
,� , � E� �� $�F � �z� �,� �. FINES.
m y TfEXTURAL CLASS: 2
sn $ . ' L EPTH OF PERC: 5(�L 78" 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND
O ,,�- w ti5 UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES
--� i,ercr v n'z'?a` 'n,+4•t ' •,ir, _ fpsl' *q5 *§ r - ^4 -�. •r ,
m �y a t ,� N START PRE-SOAK: 10.k AM OF LEACHING FACILITY TO EL.90.38. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN
�h �'� � ask:
//�� �� COARSE SAND FREE FROM CLAY FINES OR OTHER UNSUITABLE MATERIAL IN
°' � r } r ' END PRE-SOAK: 1112 AM '
ACCORDANCE WITH 310 CMR 15.255(3). --
,� fi TfIME AT 12-IN: 113:00
-. .` _ ;,-, :;. 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES
!! 2 TIME AT 9-IN:
11t 7:20
w FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
/yam � ,. :., `"�. 4..
MAP 0� �� TIME AT 6-IN: 11 2:45
� , 16. PROPOSED PROJECT IS LOCATED WITHIN:
PARCEL 079 TfIME FROM 9"TO 6 5.5nUI1N.
ASSESSORS MAP: 1'09 PARCEL: 072
7?p ,r' _...-_..,._...._, M' '`' y *"'`a,c%t`�:. '2s' •+n,u " !° ,,*!i. "S.°'4',. ua^,�F' sy., +`-
ND PLACE UNSUITABLE MATERIAL -� N/F MCKINSTRY
--• b � j � YAF .,Y. _ a DATE: ZIVN./IN.
REMA �r ---��"
h z� � y,, ��^��Y� �''�'�� ` � FLOOD ZONE X AS SHOWN ON PANEL#250001 0015 C
5'ARO ND AND`BENEATH LEACHING FACILITY
'WITH CLEAN COARSE SAND �-� '"' "`"- " ®/
TO ELEV. .38 O y 1 �
:� 17. OWNER OF RECORD: MORAN RICHARD K&ELLEN M
G� �_ ��`�� � ' �� ,;; "`;Y <�, V� ��'�� � ����� �. ��� 0 95.17' of
' '¢ n.. �� r w v� c -M�, n
.i -'' �� �, � 4 ,� a ���,,� � �` ��` � �, ADDRESS: BOX 204
MAP 109 ,-�'
�y ..,--•.- �� Y � £'�� � � � . � s � ��� � �n ��. ���,y�� h��� Fill Fill 94.17'
1 _ : �", � s. ,. ,. 12 WEST BARNSTABLE MA 02668
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B.M.
�}�, ,.� � ,�� � �t �� �� ., ,� �. �< Sand Loam 10Y:5/6 •
• PARCEL 073 S � INSTALL THREE � , z _n . � � ,� , -- � : �L� ,....;.. :.. . Y � PLAN REFERENCE:
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,a. n"+ � � CHAM�3E,t�-� � .4 . .. gym.. .:�•:. � . , ,. . : .. ^ n�g��, �� .�. � ... S ALcD AT 100 FEET TO AN INCH.
.�5, 0
V' r'� � < Assumed I i���z *'z •, ;: a tk r'R i,��ys �'h`�"ryw. �`t"�ya}me"µ' -' e
i Y 1 y,• ,� tea; mt ,i �'
'PO - 4 19. DEED REFERENCE:
1 826 PAGE 2
54" ' . BOOK 2 61
=R
,� „ Sand Loam 2 5 r 5/4
o
60 y 20. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
,•` o ;: Massive;Very Frlble;
B-1 , ,7_im 10-20% Gray.,Cobbles, 21. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
f`f LOCUS P�� '"�`- Stones FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
78"
FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
BOX � � \ � SCALE: 1" = 1000' 9'2" 87.50'
62 �16 ,�
i Sandy Loam25)5/4
2 f'f a l C;-2 Massive; Friable; 10-20%
Gray., Cobbles,E6es LEGEND
DESIGN DATA
EXISTING LEACHING PIT + ' fir,t _?
TO BE PUMPED AND 1 �` ' 129" 84.42'
C' d, TP2 p ` NUMBER OF BEDROOMS 3 F. Sandy Loam 2. (5/4
CB/FND FILED WITH CLEAN SAND '� `1 '. 0 {- 50 ------------------ EXISTING CONTOUR
�4..71 -
�`�, c" Massive; Friable; 10% EX ST
EXISTING ;j,£ mow`-. Y ` Ly t DESIGN FLOW 110 GAUDAY/BEDROOM -3 Gravel 50 PROPOSED SPOT GRADES
1000-GALLON ,' LP '_. co TOTAL DESIGN FLOW 330 GAUDAY
SEPTIC TANK o Groundwater Encoaltered 0 PROPOSED CONTOUR
LO I DESIGN FLOW X 200 % 660 GAUDAY 168" 81.17'
EXISTING ELECTRICAL UTILITIES
o
EX
USE EXISTING 1000 GALLON SEPTIC TANK
POOL 95.17 1 y ` t ; 'TEST PIT#:
W EXISTING WATERLINE
1 `V
#59 ORC 3 r °j - 4 \\� ELEV TOP: 9471'
EX TING 3-BDIRM _ 12.
} ` I',`'? ELEV WATER: < 0.71'
\ EXISTING GASLINE
DWELLING �.-•..•- ," `--_-~` `` " , INSTALL 3- 500 GAL. CHAMBERS �s -------
O.Fr EL. =98.-72' _ 1 \ PERC RATE: N 1 TEST PIT LOCATION
WORKSHOP DECK MAP 0,9 SIDEWALL CAPACITY
1 � ®EPTH OF PERC.:
(LENGTH + WIDTH) (2 SIDES) (2' HIGH) (.60 GPD/S.F.) = GAUDAY ( Q EXISTING 1000 GALLON SEPTIC TANK
a 2 15 U" + L L \ PARCEL 066 (29.5'+ 12.9'} (2) (2') (.60 GPD/S.F.) = 101.8 GAL/DAY TCEXTURAL CLASS:
"a _- - SETBAdt:K - "
4"SOLID SCHEDULE 40 PVC PIPE
`�,;� N/F HARRIS 0 94.71'N 6���c9� 9��J�
o ti Fill C� DISTRIBUTION BOX
o \ BOTTOM CAPACITY 12 Fill 93.71
o`
.. (LENGTH x WIDTH) (.60 GPD/S.F.} = GAUDAY a
/ `� - Sandy Loam 101'�5/6 l v 500 GAL. LEACHING CHAMBER
(29.5 x 12.9) (.60 GPD/S.F.) = 228.3 GAUDAY Massive;Very F►)ble
o MAP 109 ry-
al ' PARCEL 072 �. TOTALS: B
36,122 S.F.± o� `
TOTAL NUMBER OF CHAMBERS 3
52" 90.38'
o t' TOTAL LEACHING AREA 550.1 SQ.FT. Sandy Loam 2 5`;'5/4
l REV. DATE BY APP'D. DESCRIPTION
Massive;Very Fnble;
- ��� TOTAL LEACHING CAPACITY 330.1 GAL./DRY C-1 10-20°lo Gray., cobles, PROPOSED SEPTIC SYSTEM UPGRADE
�-
J Stones
0 92" 87.04' PREPARED FOR:
� MAP 1 09 Sand Loam 2.5 /4
Y '� RICHARD MORAN
REBAR/FND `4., C-2 Massive; Friable; 16 20°lo
M PARCEL 071 Gray., Cobbles,S-nes LOCATED AT
N/F JOHNSON
96" o Groundwater Encoiltered 86.71
111 MAP 108
� � 59 OLD TOLL ROAD
o d RESERVED FOR BOARD OF'�I�EAL1TH'USE WEST BARNSTABLE
PARCEL 003
o N/F TOWN OF BARNSTABLE ,/� SCALE: 1 INCH = 30 FT. DATE: APRIL 21,2003
cv r 0 15 30 60 120 FEET
jH OF �l
�• •,,
o n
CHURCHILL
JaHr�i. �y6� PREPARED BY:
CIVILJC ENGINEERING INC.
o JR. m
No.
41807 5 ROUNDHILL BLVD.
M ..
--- �,- - EAST WAREHAM, MA 02538
Al __ __ 508.273.0377 _
SITE P I Drawn By: SPJ Designed By:SPJ Checked By: JLC JOB No.378
E
E SCALE: I"=30' -
717-77-77 11
- �_ ,. �-