HomeMy WebLinkAbout0143 ELLIOTT ROAD - Health I
143 Elliott Road i
Centerville
A= 248 - 309
NOP2-1..,,.�53LOR �pasr.coNs°���
HASTINGS, MN
No. ,- 137 Fee
THE COMMONWEALTH OF MA$SACIJUSETTS Entered in com ter: 7
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Zipplication for Vsposal *pstem Construttioll 'VQrmit
Application for a Permit to Construct( ) Repair(—T-/Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. p Owner's Name,Address,,,anj Tel.No.
Assessor's Map/Parcel-�
Installer's Name,Address,and Tp1l No.s���3(�y, (r�[� Z Designer's Name,Address and Tel.No.
aA
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 Y S'. 2 Number of sheets / Revision Date --
Title?LnN 5Wc.L4o/in p. J)rvpr5eW 6*46,4 4 Da /�-Q-Ae jf_k1S7"` SEL-4 Grp
Size of Septic Tank /o 0 C> l L Type of S.A.S.
Description of Soil i L L 7-tn P !t 7—`?u, _4-&iEs/o i.i C, /fir
OJBc ezciv k_ rc�.2 �cac•�rr�-ems A
Nature of Repairs or Alterations(Answer when applicable) /e e j°�C,e -S"19-C 41F F`b` 13
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' f
Compliance has been issued&this Iial�lir ° Date
Application Approved by / Date
Application Disapproved y Date
for the following reasons
Permit No. i Date Issued
I"- "• :ab'''''-`L:r A �r''}.-,-.a`4..f.. .. .c�.<rt...r �r`. •r!•' .;tc•.,,..,. ',:.. .. r..�*.•'� • s,- ,�,. _ _n, .. ,..���n .-t.,A `4 _. .Y v
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No. 137��,� M # e Fee
1, E e
1 THE COMMONWEALTH OF MAP--Sy Entered in computer:"
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
2pplication for Disposal *pstem Construction permit
Application for a Permit to Construct( ) Repair(_�Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. /9 �,�L) p 7— je D. Owner's Name,Address,and Tel.No.
c��rf.•2 v .c<� /t".A 0q E/L /,0,A.clt S-S•v.v o o
Assessor's Map/Parcel t
Installer's Name,Address,and Tel No.SOB•36 y, 6�g 2 Designer's Name,Address and Tel No.
7 7- , 7-®ri'R� .
S 'TU/ .1:�.. .rz Q:' �/a 5' S' �, c,•n p� c�a� .cr e-oiv-drs-e flVe iAorC.
Type of Building:- ..
Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder
r
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures T f
Design Flow(min.required) ? O gpd 'Design flow provided 5'-7 i✓ gpd
Plan Date ���3' �� 7 Number of sheets Revision Date -
Title f 414 N S/E cevrr7 9 P'-°j�1 C S c K U.e 6.4i4 of /-v 4 g k!5 7-. 5,-c-c..r c. 5" k STF-it�
Size of Septic Tank /o 0 0 G i+ L. Type of S.A.S. C>?-,CSC A" y
Description of Soil —'i Z 4 7-t!> l t f 7"h 2� ✓Y+-rU 1 A;C, S/je/1
Nature of Repairs or Alterations(Answer when applicable)
. /
,,. Date last inspected: g
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 B d FIaaa- �g•-
�ed i / d; r� .� Date / + /
Application Approved by I✓�d' J r , ,' ;'// ,1 / Date k. 7 VJ / v
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(X) Upgraded( )
Abanido ed( )CAL./b'y, ' 9 ,
at I , /f has been constructed acoo @
with the provisions of Title 5 and the for Disposal System Construction Permit No. ed
Installer . .) I �1 G I Designer f
� ,, 11
#bedrooms Approved design flow V gpd
The issuance of this permit shall/not be construed as a guarantee that the system wi,`if inction as de igned.
Date E(// // Inspector
-. . _ . --------------/-r - - -- -'= - -- - - - -- - - - - -- - -- - ---- - ------
No. r•�l a►1 y Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS
Disposal *pstent Construction 3pPrmit
Permission is hereby gr to to onstruct( )0 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:Cons rt' n m �t completed within three years of the date of this permit.
Date Approved by
1�7 '3 �11 i o TOWN OF BARNSTABLE
LOCATION ( /f �,�SEWAGE# �d�� ^ 13
VILLAGE �.-'��'� o ��e ASSESSOR'S MAP&PARCELy 3 O�
INSTALLER'S NAME&PHONE NO. S° �To_2r?f
,.SEPTIC TANK CAPACITY ®C)u r5
LEACHING FACILITY: (type) C 102 t3--qS (size) 12•f'✓ X 2 `
NO.OF BEDROOMS
OWNER
PERMIT DATE: COMPLIANCE DATE: '• /?
Separation Distance Between the:
Maximum Adjusted Groundwater Table,to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) V Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching YCO
' ity) J� Feet
FURNISHED BY Ta r
i
Sieve Analysis Data Sheet - Cape Cod Engineering, Inc.
ASTM D422-63(2007) .
Project Name: FINNEY PERC Tested By: R. Perry Date: 2/21/2017
Location: 143 Elliott Road, Centerville Checked By: N.Keith Date: 2/21/2017
Boring No: Soil Eval. 1 Test Number: 1
Sample Depth: 78 inch Grid Elev.: 24.5
USCS Soil Classification: Uniform med.to fine sand
AASHTO Soil Classification: N/A
Weight of Container(g): 0.0 Weight of Container& Soil (g): 379.2
Weight of Dry Sample (g): 284.6
Sieve Number Diameter Mass of Sieve Mass of Sieve Soil Retained Soil Retained Soil Passing
(mm) (g) &Soil (g) (g) (%) (%)
..#4. . ," 4.75 7.5 2.6 97.4
#10 2.00 12.8 4.5 92.9
0.85 52.1 18.3 74.6
#40 0.43 96.4 33.9 40.7
#60 0.25 85.7 30.1 10.6
#200 1 0.075 1 1 27.7 9.7 0.8
Pan 10.9 1 0.3 0.0
TOTAL: 1 283.1 1 99.5
GRAVEL #4 Coarse #10 Medium #40 Fine #200 SILT/CLAY
100 SAND SAND I SAND
_L1
90 -
80 -
_ ........ ........
'y 60 -- - --- ------...._
N
d 50
40 -........-- -..........--- - ---.......................... --
30 - -- - - -- -- ---...._..-........- -..... ----........._
20
10 -._....- - ------- - -- - -
0
10.00 1.00 0.10 0.01
Particle Diameter (mm)
Grain Size Distribution Curve Results:
% Gravel: 0 D10: 0.25 CU: 2.4
% Sand: 98 D30: Cc:.
% Fines: 2 Dso: 0.6
14.333 Sieve Analysis Worksheet Revised 02/13 of
Y - -
BAXTER & NYE, INC.
Registered Land Surveyors and Civil Engineers
7 Parker Road/Osterville, Massachusetts 02655/Tel. (617)428-9131
WIIIIAM C.NYE,R.L.S.-President
RICHARD A.BAXTER,R.L.S.-Vice President PETER SULLIVAN,P.E.-Vice President-Engineering
May 6 , 1986
Town of Barnstable
Board of Health
. 367 Main St
Hyannis , MA 02601
Re; Lot 8 - Elliott RID
Cornerstone Realty
Dear Board:
Please find attached an "As Built" of the septic
system. The system has been installed in accordance with
the approved plan .
Very. truly yours ,
Peter Sullivan, P . E.
Baxter & Nye, Inc .
PS/fmj
CC; Daigle and Co.
IH OF�qs
PETER
SULLIVAN
NO. 29733
0
`Ss�oNA L ENG��
MEMBERS OF
CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS/AMERICAN CONGRESS ON SURVEYING AND MAPPING
MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS
• 0 I A IA �G
7�3
L�c .� l hllA-q 5, icy,
CE,e A/
,C oG.4T/OTC./ �:-=•/-T�=2✓�`�L
SC,4
,B.4X7;E,es
AEG/STE2EI> ,L_,gc�p SU•eYEypc
�STE.G Y/,C LE a �J�4SS.
N6' ::._ .. Fizi3 .... .r�...
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
�t d TOWN...............OF............BARN$TAB U..----..................------....
-30 Appliration for UwvviiFal Works Tonotrurtion thrutit
Application is hereby made for a Permit to Construct (XX) or Repair ( ) an Individual Sewage Disposal
f System at:
Elliott Road, Centerville Lot 8
--... ... -... ....-.... -------•.... -
y11� Location-Address or Lot No.
Owner Address
w Gary Tavares Falmouth
Installer Address
dType of Building Size Lot............................Sq. feet
U g— .Expansion Attic ( ) Garbage Grinder (Nq
Dwelling No. of Bedrooms ..................................
04 Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
P4 Other fixtures ......................................................
W Design Flow......1.1D................................gallons per person per day. Total daily flow.........._33D..........................gallons.
WSeptic Tank—Liquid capacity.l.QD.Q..gallons Length................ Width................ Diameter.-.--.--_---_- Depth................
x Disposal Trench—No..................... Width....--............. Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No.......... ----.----- Diameter.....U-......... Depth below inlet..3 d.......... Total leaching area---ZK.......sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by....Baxter_..&...Nye......................................... Date........................................
,a1 Test Pit No. 12..D.r...l.eSiSiutes per inch Depth of Test Pit....111........... Depth to ground water....6.7_1-----------
fi, Test Pit No. 2...............minutes per inch Depth of Test Pit.................... Depth to ground water....---..--.----._-.----
....-------•-----------•--•..........................•---•-••-----------------.....................•.........................................................
0 Description of Soil........L_0.&aLA...cub...s.0i1...tD---2-'->---clean..sand..tn..1A'---------------------............................................
x
V -•••------------•--•----•-----•••-•-----•---•----•-----------•-•......................................................................................................................................
W
---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------•--------.------
UNature of Repairs or Alterations—Answer when applicable...............................................................................................
Agreement:
The undersigned agrees to install the afore&eh
vidual Sewage Disposal System in accordance with
the provisions of iIHE 5 of the State Sanitary ndersigned further agre to place the syste inoperation until a Certificate of Compliance has bee board of I h.igned
X..........
D toApplication Approved By............ � .....
Date
Application Disapproved for the following reasons:-------•------------------------------------•----------------------------------•---------------------...........
----------------------------------------------------------------•----•---•----••------.......•-•-------...--•-•----------------------....---•-------...••---•-•--••-------------••------•-------•-•--•---
coDate
;
PermitNo......................................................... Issued.......................................................
Date
No.. ...................... FE...............................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.................T-ON,N...............OF...........,MRST V.................................................
Appliration. for Disposal Works Tonstrurtion "pamit
;kpplication is hereby made for a Permit to Construct (X-C) or Repair an Individual Sewage Disposal
System at
Elliott Road, Centervi-Ile Lot 8
................ ...........................7........................................... ..................................................................................................
I;� Location' Address or Lot No.
+1 C4- :
------------- .........
- Tavares Owner*----*--------------------------------*--- -----*----------*Fa,MOU'th Address.....*--------------------
Gary
........................................................................................0......... ......0........................................................................................
Installer Address
Type of Building Size Lot............................Sq. feet
U
Dwelling—No. of Bedrooms._____3...................................Expansion Attic Garbage Grinder N9
�Qther—Type of Building ............................ No. of persons............................ Showers Cafeteria
P4
PaOther fixtures .............................................. ......................................................................................................
Design:Flow____._..1.0......................o......gallons per person per day. Total daily flow...........33a.........................gallons.
WSeptic Tank—Liquid capacity.1000.gallons Length________________ Width__..__....__.__. Diameter._._.__._.___._.. Depth____________....
Disposal Trench—Nod_.................... Width................... Total Length............. Total leaching -----sq. ft.
Z ry...... g area......94.....
Seepage Pit No_____________________ ea.
......... ........ Diameter._._._.._.__.__..._....... Depth below inlet.___.__ ... Total leaching ar ........ ft.
Z Other Distribution box Dosing tank
i N Percolation Test Results Performed by............................Y9........................................ Date___________________________
F..........
Test Pit No. I I..W.-IftPutes per inch Depth of Test Pit_-__-1Q......... Depth to ground water.._._.-697............
Test Pit No. 2................minutes per inch Depth of Test Pit__.....__...__.___.. Depth to ground water....._...._.__._.__..__.
...........................................0.......................................................................................0........................
C? Description of Soil........LQAQ1.&..SUb Soil to 2'. clean sand to 10'
..................................-----------------------7-----------------
--------------------------------------------------------------------
.................................................................................................................................................................................................
............................................................................................................................................................................................
-------------
U Nature of Repairs or Alterations—Answer when applicable................................................................................................
...............m..........................................................................................................................t.......................................................
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of T I TiE 5 of the State Sanitary Code—The undersigned further agreesotiat to place the s to in
..V /o/
operation until a Certificate of Compliance has been issued by the board of lAh-
Signed.......................................... ..........................
I % Date
,J,A;hr-0 ( ,.'gl., -e-,p", ::?/i
ApplicationApproved By----------........................................................................................ ............
Date
Application Disapproved for the following reasons:................................................................................................................
..................................................0........;�.............0...............................................................................................................................
Date
PermitNo......................................................... Issued.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
. ..........................................OF..........................
..... ....... I.......................................
(9rdifiratr of Tompliattrr
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed or Repaired
by........I on--F-1 - —....................................................................0.................................................................
..........
Ins�a le
at..........k9L'&............ .................................. ........................................................................
has been.installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No.......GG.......R Id- dated................................................
..........THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM NCTPN SATISFACTORY.
DATE.....---t�,-7 ..................................... Inspector.. -7F"
w 7 .............................................................................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
...........................�OF................................................................................... 14
-1�5 IDT-
No..................... FEE........................
Disposal Works Tonstration "pumit
Permissionis hereby granted ........... .................................................................................................................
to Construct or Repair anrIndividual -A, Disposal System
at No.......... ..........-C--.
. ............................................................................................r.........................
Street R:5' �ated-':..-..---/-:.'i—on.picri - ly 5 ,as shown on the application for Disposal Works Construct' ptq-------------- ............I.............
.....................
Board of Health
DATE...........!�61 ...........................................
FORM 1255 HOBBS &_WARREN, INC.. PUBLISHERS
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tsd G, mePA-emE �-=ft t Lrprcs "
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GAG,t'tY i 1'3?i 2•��: " 334 Gtp t� c OF Mgssgc,
.RICHARD PETER G�
Ad.. A 1?sLQ ' A. �'.��� o SULLIVAN
BARTER HNo.29733
No.24046
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40 CAT IONd�` • �C� SEWAGE PERMIT N
6 f ;!Atli f
VILLG ?6;a�AC`�
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I N S T A LER'S NAME i ADDRESS
II UILDE OR OWNER
�j DATE PERMIT ISSUED
DATE COMPLIANCE ISSUED �•
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ROUTE 28
DEEP OBSERVATION HOLE #1 DEEP OBSERVATION HOLE #2
Test Date:FEBRUARY 21,2017; Test Date:FEBRUARY 21,2017; SST
Witness:DAVID STANTON,BARNSTABLE HEALTH DEPT. Witness:DAVID STANTON,BARNSTABLE HEALTH DEPT. Mq/N Sj
i
PERFORMED BY Robert M.Perry,P.E.SE#13408,APPROVAL DATE 12/30/2010 PERFORMED BY Robert M.Perry,P.E.SE#13408,APPROVAL DATE 12/30/2010 p1N�Sj
elevation depth(in.) horizon texture color mottling other elevation depth(in.) horizon texture color mottling other
24.5-18.5 0-72 FILL 24.0-18.0 0-72 FILL
18.5-12.5 72-144 CI 'med.sand 10 YR 5/6 18.0-12.0 72-144 C 1 med.sand 10 YR 5/6 s
Parent material:Outwash Parent material:Outwash ESL\0� RO
Depth to Groundwater:Not found Depth to Groundwater:Not found
PERC.TEST DATA:SEIVE TESTED C1 BELOW 72 IN.DEPTH PERC.TEST DATA:SEIVE TESTED Cl BELOW 72 IN.DEPTH IN ST 1
PER 310 CMR 15.243 THE MATERIAL IS SAND,CLASS PER 310 CMR 15.243 THE MATERIAL IS SAND,CLASS 1
PERC RATE=LESS THAN 5 MPI IN C 1 LAYER PERC RATE=LESS THAN 5 MPI IN Cl LAYER LOCUS
l
i
i
CENTERVILLE, MA
KEY MAP
NO SCALE
'9 ��.
� F
GENERAL NOTES
1. ELEVATIONS REFER TO AN ASSUMED DATUM. ELEVATION BENCHMARK IS THE TOP OF THE FIRE
HYDRANT CAP FITTING WHERE SHOWN AT ELEV.=25.00. CONTACT CAPE COD ENGINEERING,INC.
III EXCAVATION PERIMETER FOR ADDITIONAL ELEVATION INFORMATION.
2. PLAN REFERENCE:PLAN BOOK 387,PAGE 97,LOT 8;SPECIFIC SITE MEASUREMENTS DURING
FEBRUARY 2017
FULLY Y COMPACTED I DRIVEWAY N LIFTS AND 3 SANITARY CODALL SEPTIC E TITLE 5 AND TOION MATERIALS AND WN OF BARNSTABLE HEALTH PROCEDURES T.APPROVAL FOR THE DESIGN.L CONFORM TO THE STATE
100,
ADVISED TO ALLOW FOR SETTLZA
4. EXISTING SEPTIC SYSTEM LEACHING PIT AND"D"BOX IN FRONT YARD SHALL BE LOCATED AND
o PRIOR TO RE-PAVING. PROVIDREMOVED OR SAND FILLED.
SST 1 SUITABLE COMPACTED BASE CO 5. INSTALLATION CONTRACTOR SHALL VERIFY THE EXISTING SEPTIC TANK OUTLET ELEVATION
ST 2 PRIOR TO SETTING THE NEW COMPONENTS.
U E �.� / 6. SOIL CONDITIONS ARE VARIABLE-CAUTION IS ADVISED. A 5 FT.PERIMETER EXCAVATION IS
Y INDICATED BY THE SOIL EVALUATION TO REMOVE UNSUITABLE SOILS ABOVE THE C1 LAYER OF
�d'o. VARIABLE DEPTH, BACK FILL ANY OVER-EXCAVATION AREAS WITH CLEAN SAND MEETING TITLE 5
3r `K I, L° O F SPECIFICATIONS FOR FILL.
7. CONTACT CAPE COD ENGINEERING,INC.PRIOR TO EXCAVATION TO SCHEDULE SOIL VERIFICATION
INSPECTION AS REQUIRED.
8. LANDSCAPING, REGRADING AND DRIVEWAY SURFACE REPAIR SHALL BE AS DIRECTED BY THE
EXISTING < MAPLE w p fs, OWNER
SEPTIC TANK
9. INSTALLER SHALL CONTACT ENGINEER AT TIME OF SYSTEM COMPLETION FOR SYSTEM
_ \ > V LA`VE �5 j'4,6) i CERTIFICATION AS REQUIRED.
�00 J -.0 - - 10. CONTACT ENGINEER IF ANY QUESTIONS OR DOUBTS ARISE REGARDING SOIL CONDITIONS
APPROX. cv ENCOUNTERED DURING CONSTRUCTION.
LOCATION OF 11. NO KNOWN WELLS EXIST WITHIN 200 FT.OF THE PROPOSED SEPTIC SYSTEM.
LEACH PIT & i� '�O CD
wR 'D' Box J�F- LIGHTDESIGN DATA
SE VICE
TORREMAIN
8" WATER MAIN HYDRAULIC LOADING-3 BEDROOMS X 110 GPD/BR=330.0 GPD
MAPLSC 5�` tiY w 33.06' w
SEPTIC TANK DESIGN
UE �6• G N "W
83"38'
43
SEPTIC TANK IS IN WORKING ORDER,1000 GALLONS,AND SHALL REMAIN IN
PLAN PRESERVE �� �oF QP 0 SERVICE.ADD A TEE FITTING OF 14 INCH LIQ.DEPTH W/GAS BAFFLE TO OUTLET
TREES •ti°c Gov BENCHMARK: <<% ���, PIPE
20 10 0 20 60 S 1 TOP OF HYDRANT 4- �&' �� �`� ���
� SAS DESIGN i
EL. = 25.00 "'Q��Q. �090 <1' PRIMARY SAS
PERCOLATION RATE-LESS THAN 5 MPI
� 1 inch 20 ft.
LONG TERM HYDRAULIC LOAD RATE= 0.74 GAL/S.F./DAY
SIDE AREA=2(2.0')(25'+12.89)=151.2 S.F.
BOTTOM AREA= 25'X 12.8'=320.0 S.F.
LOADING: (471.2 S.F.X 0.74 GAL/S.F./DAY=348.7 GPD
TOTAL LEACHING CAPACITY = 348.7 GPD
*THE DESIGN IS NOT SUITABLE FOR USE WITH A GARBAGE DISPOSAL UNIT
TOP OF FOUNDATION
EL = 25.5f MANHOLE AND COVER-MIN 24'DIA.
RAISE COVERS TO WITHIN 6" FOR INLET UNIT ONLY,
OF FINISH GRADE 18"DIA. MANHOLE WITH C.I. COVER
FINISH GRADE= 23.6f Y LAYER OF 1/8" - 3/8`DIA. AND FRAME BROUGHT TO FINISHED
WASHED STONE OR FABRIC FINISH GRADE= 24.5t GRADE ON ONE UNIT
//i.�/i��//i��/�.� ._��//i��//i.� % %i %: PLAN
:. gSHOWING
INV.=20.6o x CLEAN BAgCFlL1 PROPOSED UPGRADE FOR AN EXISTING
MINIMUM D-BOX co "
Aa INSIDE DIMENSIONS "' P® SUBSURFACE SEWAGE DISPOSAL SYSTEM
c M cu 12'x12' 1 H-20 H-20 2 PROP f DE V ENT
00000000000 0000d(0oao0o AT
z2.2 o t 00000000000 000000000a0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 143 ELLIOTT ROAD, CENTERVILLE, MA
o 21.75 00000000000 0000000r00o 3 `. N ASSESSORS'MAP248 PARCEL309
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v � A�J/ 21.25 ALL PIPES
- 1 1/2"DIA. 8.5
S BAFFLE 4" '
GA BOTTOM OF SYSIEM
3/
GA TEE DOUBLE WASHED STONE 1T EL=16.6 MAY 5, 2017 SCALE -AS NOTED
6` OF 3/4" TO PROP.
1-1/2`DIA. STONE COMPACTED BASE _B �( Z5' #
BELOW TANK W/6"LAYER OF d41E:
CRUSHED STONE (H-20) LINE(S)EXITING D-BOX MUST
EXISTING SEPTIC TANK TO REMAIN REMAIN LEVEL FOR 2'-0" '; Y' v, PREPARED BY
BEFORE PITCHING DOWN TO TYPICAL LEACH SYSTEM CROSS SECTION I CAPE COD ENGINEERING INC.
PRECAST REINFORCED CONCRETE LEACHING FACILITY OR �*
NOTE: CAPACITY: 1000 GALLONS PROVIDE"SPEED LEVELS" NO SCALE
lad ROBERT M.PERRY,P.E.
SAS CONSTRUCTION: 2 PRECAST CONCRETE 500 GAL DR (H-20 RATED) AS �'
ALL PIPE TO BE 4" DIA. (H-20) MANUFACTURED BY ACME- SHOREY, INC. OR APPROVED EQUAL, SET END-TO-END 4 r P.O.BOX 1517
PVC TIGHT JOINT WITH " SEPTIC SYSTEM PROFILE IN A 12.8 FT. W. X 25 FT. L EXCAVATION TO THE DEPTH AND THE ELEVATIONS w EAST DENNIS,MA 02641
MINIMUM SLOPE OF 1/8 SPECIFIED ON THE CROSS SECTION, SURROUNDED BY DOUBLE WASHED 3/4 TO 1 1/2 F� 4
IN. DOUBLE-WASHED GRADED STONE. SAS SHALL BE COVERED WITH AN APPROVED T � ' `" TEL:508-385-1445
PER FT. NO SCALE GEOTEXTILE FILTER CLOTH IN PLACE OF A 2 IN. THICK LAYER OF PEASTONE. FINNEY.DWG A6