HomeMy WebLinkAbout1525 SANTUIT-NEWTOWN ROAD - Health 1525 Santuit-1\Tewt®`� 7 R �1J�
Cotuit I
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TOWN OF BARNSTABLE
LOCATION 1593 Scnt3vc� IJc �,5 i1 SEWAGE# —;2-9I,
VILLAGE ASSESSOR'S MAP&PARCEL094— n3
INSTALLER'S NAME&PHONE NO. r✓C� /'lOcy �n1G
SEPTIC TANK CAPACITY l spd
LEACHING FACILITY: (type) (size)
NO.OF BEDROOMS 3
OWNER /�CS q
PERMIT DATE: �S/� 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) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY ®v Z9W
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as
AC 4p Vcm p R
13 3s 1-7
- the Vib wVi "
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No. Fee O v
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftPlication for Vspo8a.Y *pstrm Construction Permit
Application for a Permit to Construct( ) Repair(,<Upgrade( ) Abandon( ) omplete System ❑Individual Components
Locaf n Address or Lot No. /S2S Sc:N dv%t- pJeva+OWE Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel O21-1 k I4
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
Type of Building:
Dwelling No.of Bedrooms Lot Size e/3rfG 0 sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) ? gpd Design flow provided J ci 6.7 gpd
Plan Date. z&h Number of sheets 2-- Revision Date
Title.. j
Size of Septic Tank /cSOCJJ .NC� Type of S.A.S. 2 `5
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) Cna S*,C-I I G fl yoo Acs Into t-ctn, 3CV
Gam► 2 5 dC� 2 C,0� I �IGM- - !
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.
Signed Date 6?-
Application Approved by A=e Date (f 2 S/S—
Application Disapproved by Date
for the following reasons
i
Permit No. �j Date Issued
No.. _C) Fee��
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
€ s; Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
2pplicatlon for 33isposal �&pstrm ConstrULtlon Permit
Application for a Permit to Construct( ) Repair(✓Upgrade( ) Abandon( ) omplete System ❑Individual Components
Locati n Address or Lot No. /5.25 &_r4,4 vet Owner's Name,Address,and Tel.No.
(Ofv�} A
Assessor's Map/Parcel O2 ij - & / 4
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
SDa,j5)c,s ow.J Tr4 1c S O -1(-.(5- V5-')If f14 c .i .:
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size L/V_&O sq.ft. Garbage Grinder( )
Other Type of Building (P-_-,�i j G j No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 330 gpd Design flow provided 3 y 6,7 gpd
Plan Date 7/c,J/S Number of sheets Z _ Revision Date
Title f, - , _ .v/%.. f'• t
Size of Septic Tank 1,13 pO tic Type of S.A.S. t✓ /1 riot) { 1Ac A P� C
Description of Soil `�J
Nature of Repairs or Alterations Answer when applicable) 1 N S i y ( ( `
U"1 o 2
J
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.
Signed �---� Date °l S ` /5
Application Approved by Date ( —.Z�
Application Disapproved by Date
for the following reasons
Permit No. u ( r ` /z- Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( --' Upgraded( )
Abandoned( )by 1�,,
at_ `a ,? �, ,r r f /� �c w�-� 2. lu�-li i f has been constructed in accordance
with the provisions of Title 5 and�the for Disposal System Construction Permit No. Fi/ - �dated 0�
Installer c, Designer ,v t I AJ,- Ir t', Gj 0{ 1 1-S
#bedrooms Approved does', rrfl '� gpd
The issuance of thi pe it s�all not be construed as a guarantee that the system wil Rio as desig j
Date C( Inspector '� � �
P
No. 20 ( � ' 2 l 1 Fee /0 G
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Disposal 6pStem Construction Permit
Permission is hereby granted to Construct( ) Repair( � Upgrade( ) Abandon( )
System located at 5 '5 c.u u r t- AJ ar 4-0 C,%o AJ /7 r/ �a.1+ 0 ��-
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 in t be completed within three years of the date of this permO�,.
Date ' / / Approved by
Towh Of Barnstable
of IHe r ,
4. Regulatory Services
Richard V. Sicali, Interim Director
R&RNM.i MASS, - Public &alth Division
3 39
�TFe 1 r°i Thomas t cRean, Director
200 Main Strelii,Hyannis,MA 02601
,Off cc: 508-862-4644 Fax: 508-790-6304.
Installer & Desi:nes CertificatidiaYorm
Da e; . ��' _r-- Sewage Permit# '� Assessor's Map`Parcel
De.i Installer: 1� S�row l vt C
gner: � na,��... � it (, ` ,
Address: ?`.0 `. � Address:
r -
0n �[- Q)-�� �1^ �"V<- -was issued a permit to install a
(date)` (installer)`'
se tic system at 152-s i,►Li-u ' k'�` r'�'' • based on a design drawn by✓
(address) ,
-dated
(designer)
I certify.'that the septic sy
stem'referenc. d` above was installed substantially according to
the design, 1which may include minor approved changes,such as lateral relocation of the
distribution lox and/or •septic tank. S;. -ip out (if required) Was inspected and the soils
were.found satisfactory ,
I certify that the septic system referenc d,above was installed with major changes (i.e,
greater'than 1 Q;''lateral relocation o�the S:4S or any yeftical',relocation of�iy'o mponent
of the septic,syste ►)but in accordance ''ih State & Local Rt F'11lations I'lari revision or,
eertiied as built by::designer to, follow trip"out (zf requed) tivas irisl�ected and:fhe soils
were found satisfactory.
I y
certify V that the s stern referenced abov(-was construr�, with the'terms of
�
the I\A approval letteTs.(if.;applicable) PETER T,
ffictNiKC'
Z
85109
.. tip.
(Ihstaller's Signature) �F� �
i; I
(Designer's`Signature),: (Affix Designer's Stamp Here)
P t ASE RETURN TO BE'�1tNSTABLI{a P.. LIC HEALTH DMSION, CERTIFICATE
0 COI'vTPLIANCE STILL NOT BE ISS" D UNTIL BOTH THIS YOR A.t. A&
BLT L T CARD ARE'R.ECEMD BY THE B 1�IS'TABLE P[7BLIC I3���;TH��:1�?1SIL?N.,
THANK YOU.
Q:;1 epticlDesigner Certification Form Rev 8-14-13.doc -
Town of Barnstable P#
�04 THE
4 e� Department of Regulatory Services .
.� rr
BARNSrABLE, _ Public Health Division Date
y Y MASS. -Q - ,,.-.j` �e;q. ��� ".,.• "200 Mai Street,, MA 02601.
,Date Scheduled• t Time Fee Pd. ,
Soil/Suitability Assessment for Sewa e Disposal
Performed By:p kL006' Witnessed By: ✓ tv-
LOCATION & GENERAL INFORMATION f(
Location Address ZS S + ,n C�1wne, s Natnc'.;A
,Address' 0Q. �X �2
7 Cd f-,s c+- M 4. O—44 3:
Assessor's Map/Parcel: Q Z 9 �Engineer's Name - ". '
NEW CONSTRUCTION REPAIR Telephone# ✓mod -7-j'_
Land Use _ �s �'`�1 t Slopes(°/v)r —3 Surface Stones
Distances from: Open Water Body /J`A" ft Possible Wet Area CIA ft Drinking Water Weller t-" ft
• _ s
Drainage,Way ft Property Line Zb Z��/ ft Other ft
fSKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
' ,`
1
j Parent material(geologic) sO'-Vr Depth to Bedrock _ t
Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face fib"
Estimated Seasonal High Groundwater
33 - !
DETERMINATION FOR SEASONAL HIGH WATER TABLE 4
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.'
j hidex Well d Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ -
F— PERCOLATION TEST Date Time
4 Observation +`.
Hole# Time at 9"
Depth of Pere a6 Time at 6"
Start Pre-soak Time @ S�tl ed �Ci Time(9"76")
End Pre-soak c .
` Rate Min./hick
- t
Site Suitability Assessment Site Passed Site Failed: Additional Testing Needed(YIN)
Original. Public Health Division Observation Hole Data To Be Completed on Back. -----
***If percolation testis to be conducted within 100' of wetland,you must first notify the
Barnstable Conservaiion Division at least one 1 week `rior to beginning. „
Q:\SEPTIC\PERCFORM.DOC t
, 1
DEEP.OBSERVATION HOLE LOG Hole# )
Depth from Soil Horizon Soil Texture .Soil Color Soil Other
Surface(in.) (USDA) ,(Munseli) Mottling (Spucture;Stones;Boulders.
Consistency, vl
-fag C-z V" So,wcl Z.-5`f C16-
DEEEP OBSERVATION HOLE LOG Hole# Z-
Depth from Soil Horizon Soil Texture Soil Color Soii Other
Surface(in.) (USDA) �(Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%Grav
-�`� A S� �O`���lz
i
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders.
C e t3 e
i DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture S Color 5011 Other
Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones;Boulders,
i
I ,
Blood Insurance Rate Map:
Above 500 year flood boundary No_ Yes
Within 500.year boundary No Yes
Within 100 year flood boundary No ° Yes
Denth of Naturally O.ccurrins Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
a,-ea proposed for the soil absorption system?
I not,what is the depth of naturally occurring pervious material?„r._,..�....,..
ertifleation
I I-ertTio that on l 1 ` (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
the required training,expertise and experience described in 10 CNM 15.017.
Signature Date
i
`S,EPT.IMERCPORM.DOC
down cape engineering, ISLIEVE SOILS ANALYSIS 1525 SANTUIT NEWTOWN RD. BARNSTABLE, MA
DATE OF REPORT: 6/10/15
.JOB : GRAIN SIZE ANALYSIS-SIEVE TEST
SITE: 1525 SANTUIT NEWTOWN ROAD, BARNSTABLE
LOCATION: ENGINEERING WORKS TEST HOLE
SIEVE ANALYSIS Weight Sample(Grams): 175.4
SIZE :WEIGHT RETAINED _ %RETAINED I % PASSED
.: ................ --------------- - ...............3%4" ..... "...........................................0:0. ------------ 0-00� ------ 100_0%
1/21' 0.0€ _0.0%' _100.0%
-------I..............6............................ ..>- --------- - --------
3%8'f -0.0: 0.0%: 100.0%
---------- .................................. ...0.0 --------------0-0%- --------100.0%
--------........................................ ..,------------- .......................
10 15.5 8.8%; 91.2/o
-0--......- ......................................:73... ----- 41.8% ..................58.2%
----------- ......................................................,---------------------...............:.....................
0 144.0 82.1% 17.9%
#50---------.......................................................3 ---------_93_0% ..... ........ .7.0%
------ - ..................................... , ----------- --0......................
#80 172.4: 98 3%
#100 ------- .................. .............172...... ---------98 8'/0 ........................4'%
9.
----•---•--..p.....................................................l----.. ..rr.r........Y---- -------------
#200 173.61 99.0%: 1.0%
PAN-------- .....................................174.0 -----------100 0%- -----------0.0%
SAMP ►
LE--- -------------------175.4'•:-----------------_._.�----------------
NOTE:TEST ON PASSING#4 ONLY, 3.3% RETAINED ON#4<45%O.K.
RESULTS:_ —..
SOIL CLASSIFIED AS AASHTO A-1-b (GRAVEL AND SAND)(UNCOMPACTED)
PERCENTAGE OF MATERIAL PASSING#4 SIEVE
#4 100% (TEST ONLY MATERIAL PASSING#4) OK
#5010%-100% CLOSE
#100 01/6-20% OK
#200 00/6-50/6 . OK
SAMPLE IS CLOSE TO MEETING TITLE 5 FILL SPECIFICATION ���ZHOFM,gsc
>99%SAND o`� DANIELA. yGN
o OJALA ,
RESULTS: PERMEABLE MATERIAL-CLASS 1 <2 MINAN. MATERIAL " CIVIL
NONCOMPACTED &No.465020
SOIL DESCRIPTION: COARSE SAND p�F sGISTS
Yo NG\��
n
n LEGEND N.
t — —— EXISTING CONTOUR W w x 99,51 / o a �' Sf�O0
98 ir z / ® °s
: I o<,, e�
x 100.98 EXISTING SPOT GRADE H p 1;. I �a °od Savinelli Rd
W EXISTING WATER SERVICE J J` I �/ �a y�l C "
— LH--W—' OVERHEAD WIRES �O W I Jt\�e r e LOCUS
TEST PIT GARAGE CL
0- 99,45 I o o�
1_pG 4o
iBENCHMARK 99,38 P
0• x 9 .64 STRIPOUT 1A0 w
ISEE NOTE 11
14 SITE LOCUS
99.71
PROPOSED SEPTIC TANK
0 r �--�25 �3 I Rout® 2$ °
I p _`` 3 x 7.12IEXISTING CESSPOOL
ROP s ��- PUMP, FILL WITHLOCUS . MAPGRAVEL. Q � �� SAND & ABANDON
` NOT TO SCALE
:'DRIVEWAY: :` ` x 97.41
TP-1 �� GENERAL NOTES
GARAGE pOG � O
PE�y 98.6 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
-:99,29 ;'` 99,48N / BOARD OF HEALTH AND THE DESIGN ENGINEER.
9,47 �- 2. ALL WORK AND MATERIALS SHALL CONFORM T0- THE REQUIREMENTS
?99,36 STP ,/ OF THE STATE ENVIRONMENTAL CODE, TITLE-V, .AND ANY APPLICABLE
CVg9'S4 99 RAMP /TP-2 LOCAL RULES AND REGULATIONS.
HOUSE 54 d` 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
BH / TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DECK / DESIGN ENGINEER.
99.09 , 1 97,63 4. ANY CONDITIONS ENCOUNTERED DURING .CONSTRUCTION DIFFERING
SANTUIT-NE1PTOlYN ROAD :9912 1EXIST/NG EXIST. SEWER FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
%y \ HOUSE(#1525)/INv.=se.'of BENCHMARK
`\ \ T.D.F.=100.9f/ BULKHEAD CORNER 5. ALL ELEVATIONS BASED .ON ASSUMED DATUM.
x�99,14 EL.=99.54 6:'THE DESIGN ENGINEER 1S NOT RESPONSIBLE FOR THE FAILURE OF
;,:•�, THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
,.:..Q • , ' R4,y�p I y HEALTH FOR PROPER INSPECTIONS DURING- CONSTRUCTION.
8 99' \ 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. -
99,88
I
\ x 99,17 '� 1 95
8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A,S.
z
(99 04 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
a AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
x 98.53 MBL 024 0131 ,
.. , • DIRECTED BY THE APPROVING AUTHORITIES
43,560 ±SF._
° - _ •�.r; . � A 10:4'IT SHALL BE THE .RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
' . 122' 3 / I THE LOCATION OF ALL UNDERGROUND•UTILITIES,-PRIOR TO BEGINNING
j - CONSTRUCTION.
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
!�: _ ,ra'h 99,51 ,r ��� �F MAss IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
...:,�PJ / \� tS t x 98,54 �c�P 9�yG REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
G. x 99,46 \ o PETER T. 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
{; 99�2 3 o MCENTEE INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL.
�9- CIVIL 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
\ ' No. 35109
NOT CONSIDERED TO BE A PROPERTY LINE SURVEY.
`100 72• ; : !, x 3 P�F S CISZE�N�� 14' THESYS ENGINEER
IS COMPONENTS NOT SHOWN ON HE PLANNDOCUMENTED SEPTIC
\ 199.98 x 99,83 I�
100 99.78 99,45
,27 - t 1� _
99.27 100.69 PROPOSED SEPTIC SYSTEM UPGRADE PLAN
ROA D 1525 SANTU IT—N EWTOWN ROAD, COTU IT, MA
SANTUIT- NEWTOWN Prepared for: D. A. Brown, .Inc.,-P.O. Box 145, Centerville,. MA 02632
OWNER OF RECORD Engineering. by: SCALE DRAWN JOB. NO.
I KLEINAS, ARUNAS R & EUGENIJUS Engineering Works, Inc. 1"=20' P.T.M. 142-15
jY P.O. BOX 625 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
UP -
COTUIT, MA 02635 (508) 477-5313 7/6/15 P.T.M. 1 Of 2
may;*,••' i
NOTE: TO PREVENT BREAKOUT, FINAL,GRADE
SEPTIC TANK SHALL NOT BE AT, OR BELOW, .EL.=96.0
INSTALL RISERS & COVERS OVER INLET & FOR A DISTANCE OF 15'. FROM THE EDGE
OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED D-BOX OF THE PROPOSED S.A.S. qa PROP, �w- �
INSTALL RISER & COVER PROPOSED S.A.S. N S.q'S.
SET TO 6" OF GRADE INSTALL RISER & COVER OVER EACH CHAMBER AND !
T.O.F=100.9t SET TO 3" OF F.G. TU SERVE AS INSPECTION PORT
F.G. EL.=99.3t �
F.G. EL.=99.6t F.G. EL.=99.0f F.G. EL.=99.2t �' Dc
MAINTAIN 2% SLOPE OVER S.A.S. o� ^D0'
L = 20'(MAX.) S(max.) t L = 3'
® S=1% (MIN.) ® S=1% (MIN.) p S=1%5(MIN.)
4"SCH40 PVC - T' 4"SCH40 PVC- 4"SCH40 PVC 2- LAYER OF 1/8" TO 1/2"
DOUBLE WASHED STONE
10"1 8' BaaSBaa (OR APPROVED FILTER FABRIC)
14" g
INV.=96.05 48" LIQUID eases a - 3/4" TO 1-1/2" DOUBLE DECK
LEVEL ADD INV.=95.77 PROPOSED 4' 5.2' 4'
WASHED STONE
GAS BAFFLE _ INV.=95.60
INV.=95.80 D BOX EFFECTIVE WIDTH =i12.8' /EXISTING
3 OUTLETS INV.=95.50 HOUSE(#1525)/
PROPOSED SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS T.O.F.=100.9f/
SURROUNDED WITH STONE AS SHOWN
CONNECT TO EXISTING SUITABLE SEWER PIPE
AT HOUSE, AT OR ABOVE, INV.=96.25t(verify) H-10 RATED
TBREAKOUT ELEV.=96.0 SEPTIC LAYOUT
NOTES: INV. ELEV.=95.50 eases
aaaaaaaaaBa
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPES & Baaaaaaaaaa
INVERTS EXITING HOUSE, PRIOR TO INSTALLATION. BOTTOM ELEV.=93.50
2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 4' 2 x 8.5' = 17.0' 4'
TRUE TO GRADE ON A MECHANICALLY COMPACTED 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0'
SIX INCH CRUSHED STONE BASE, AS SPECIFIED PERVIOUS MATERIAL
IN 310 ,CMR 15.221(2). 5' (MIN.) ABOVE G.W. LEACHING SYSTEM SECTION O'�@
®® 0 ®E3
3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM OF TEST PIT, EL.=87.1' z ®®®®® ® ®®®® 334) GAS BAFFLE TO BE INSTALLED ON OUTLET TEEAS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. N >Z �®®®® ® ®®®®
SEPTIC SYSTEM PROFILE 102" 01
DESIGN CRITERIA SOIL LOG `� �`"��
4" KNOCKOUT
NUMBER OF BEDROOMS: 3 BEDROOMS DATE: MAY 29, 2015- (REF#14,678 20" DIA. COVER
SOIL -EVALUATOR: PETER McENTEE PE(SE�1542) `_�'
SOIL TEXTURAL CLASS: CLASS 1 (LOADING RATE=0.74 GPD/SF) WITNESS: DAVID STANTONi R.S. HEALTH AGENT i t`fT� r 4" KNOCKOUT / 4" KNOCKOUT 58"
DESIGN PERCOLATION RATE: <2 MIN/IN ELEv. TP- 1 DEPTH ELEV. TP-2 DEPTH
DAILY FLOW: 330 GPD 98.6 0" 98.7 O i,
DESIGN FLOW: 330 GPD FILL FILL L{a '
97.1 18" 97•4 16" 4" KNOCKOUT
r<`
GARBAGE GRINDER: NO-not allowed with design A i A Q
SANDY LOAM SANDY LOAM
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 10YR 4/2 �� +� 500 GALLON CAPACITY H-10 LOADING
'� 10YR 4/2
96.6 24" 96.7 24" ` 1
.74 GPD/SF B B '�)• ' �° CHAMBERS
'
SANDY LOAM E
SANDY LOAM q��
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 10YR 5/8 10YR 5/8
PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED 94.6 C1 48" 94'17 C1 48" > N.T.S.
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES SILT LOAM SILT LOAM
SURROUNDED DOUBLE WASHED STONE N ALL SIDES 91 1 5Y 5/3 90„ 91�2 5Y 5/3 90„ PROPOSED SEPTIC SYSTEM UPGRADE PLAN
C2 C2 STRIPOUT TO
SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. MED, SAND MED. SAND EL.=91.0t 1 525 SANTUIT-NEWTOWN ROAD, COTUIT, MA
BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. 2.5Y 6/6 2.5Y 6/6 Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
TOTAL AREA:.............................................................. 471.2 S.F. (SAMPLED) Engineering by: SCALE DRAWN JOB. NO.
87.1 138' 87r2 - 138' Engineering Works, Inc. N.T.S. P.T.M. 142-15
DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD PERC RATE 5 MIN/IN. BY SIEVE IANALYSIS("C2" HORIZON) 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
NO GROUNDWATER ENCOUNTERED (508) 477-5313 7/6/15 P.T.M. 2 Of 2