HomeMy WebLinkAbout0011 TUPELO ROAD - Health 1. 1 Tupelo Road
Marstons Mills
A= 057-083
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TOWN OF BARNSTABLE
LOCATION f` lb d(°y SEWAGE#
`�ILLAGE,/'�Ct, 46,,rs AILS ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO.Gupeco` e Eake
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) d(3TV0 6 i-eew-til Choi size) /07,91
NO.OF BEDROOMS 01
OWNER!be✓'r`f%L, AZ. �-° ���-1n L.o Aey,30n
PERMIT DATE: P® -3 1 3 COMPLIANCE DATE:/®
Separation Distance Between the: '/0
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility f @Lo4 Feet
Private Water Supply Well and Leaching Facility(If any wells exist on ,, /
site or within 200 feet of leaching facility) A Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within ,/ ,,((
300 feet of leaching facility) /� /`t Feet
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THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yer l
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
4plicatiou for Bisposal *pstrm Construction Permit
Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 11 7-opc-C,0 RD n-i o 14 Owner's Name,Address,and Tel.No.
zTcAvJ€ Pi5o4r<--j--wp
Assessor's Map/Parcel -7/9'3 t 1 -rUPC-L0 P�/4-C> lti kL1;17WS M I LL-
Installer's Name,Address,and Tel.No. �j g.147 7-&f�77 Designer's Name,Address,and Tel.No.,Y�-A73-031'�
CAPGX,otDE CF�JT&-WJSFS L.L,- 3C- C-L ,jV6"See91Cx--A./G
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Type
of Building:
Dwelling No.of Bedrooms Lot Size (;1a I NO -sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) D M/N gpd Design flow provided 3 gpd
Plan Date I O"oZ 2 90- 13 Number of sheets Revision Date
Title It -r uipc o Ro64 D NAA-smiuS: H 14:5
Size of Septic Tank 1000 Type of S.A.S. 1 SOa OW, LaitX.� Gt�Eri(1�3��
Description of Soil tM CZ ` -�SAX)n Q o24 1J SEE P4A&1
Nature of Repairs or Alterations(Answer when applicable) U<r, EM tI[I xJ C 1 OoU '� 5 67T 11✓ -mok.
L IT"
Fe�T (f3E ACG25C-4fTZ-:- S L/R-R y t,xJDI 1J(�r
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 I -3o -'-�o 13
Application Approved by (K. Date /0 i Q
Application Disapproved by Date
for the following reasons
072
Permit No. �o d. -1 Date Issued �a
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No. V l
, Fee 10
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THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yew
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
2pplication for Bisposaf 6pstem ConStrurtion Permit
Application for a Permit to Construct( ) Repair 4 Upgrade( )'Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. I I TL)PC-LO RD NL,M Owner's Name,Address,and Tel.No.
7csgN�E P6ott�/
Assessor's Map/Parcel S�"7/��j 1 t T uPC-;LO RO/4U M,+k; S '464 I L57
Installer's Name,Address,and Tel.No. 5Og-477-8g77 Designer's Name,Address,and Tel.No.SD6.-&-73-D5-17
CA Pam(DE LLI.F— ,'G GNC(1J(��2r s►J�TvG
1" C(4(- SZ" 14KS140656 10195 N C, wIF�EEf}�kK
Type of Building:
Dwelling No.of Bedrooms Lot Size r�o� �ZO+ sq.ft. Garbage Grinder( )
Other Type of Building Q-E�r 7)j?. Y'i A.L- No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) o M(N gpd Design flow provided 3 gpd
Plan Date 10-e12"9,01 3 Number of sheets I Revision Date
i Title I 71-40C4-O Ry447) M'AAS`MIJ5: H t�.(6
Size of Septic Tank 1 000 Type of S.A.S. .Op G(„ um I LA: GWfG(b�ft-;Ls
'`.Description of Soil M ED << /QS�SAW) (� oZ��1 SCC 11,7CA4
Nature of Repairs or Alterations(Answer when applicable) y SF G G Tf X.1 /bOU 60(4-�A)
-T'zp l,)6:k D dy � �11 Soo C-�a.cc�,� �+=,F l�cJG— Gf1,46uA S w
41 Fi5-,et' OFF GK1,3e9GA4-� SyRRo�xf�(1U '
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 1 O "3 U --+sip 13
Application Approved by C Date
Application Disapproved by Date
for the following reasons
Permit No. Qo ( � - / Date Issued �d n
-------------- - -----------------------------------------------------
Th F,COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(V) Upgraded( )
Abandoned( )by CkpE(, me E,.1-?o0-1S£S CSC.
at lI -ro t-n P=OA-D lgAP5;j%C H1U.S has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. dated
Installer CAPEWID6 GiU 1 ZXP ti Sf�S L X-f- Designer .SG &W Cx 11J6:M()uCz XVC, `
#bedrooms oZ Approved esigp flow 33d// h1,�11�1 gpd
The issuance of this permi shall n t be co strued as a guarantee that the system a fu ctio fas(designed I!
Date Ins ector
In P r l
----------- ----------------------------------- --'-------------------------------- --------------- ----------------------------------
No. L f Fee _
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal 6pstem Construction 3permit
Permission is hereby granted to Construct( ) Repair(/\) Upgrade( ) Abandon( )
System located at ( 7 V a C c-o Ro4T) M A-iZ��S M I L-L--s
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
y
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 / V / Approved by {� ), /')i G�(i f/9_ is
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Town of Barnstable
Regulatory Services
Thomas F. Geiler,Director
DARN&TAB40. :
MAtiti Public Health Division
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639 �94'
plFpM Thomas McKean,Director
200 Main Street, Hyannis,MA 02601
Office- 508-862-4644 Fax: 508.790-6304
Date: ►a-31 'I 3 Sewage Permit# 2ON3•--I l� Assessor's Map/Parcel 57 L83
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Installer& Designer Certification Form
Designer: SG Erl`ic��eCi� , T��G . Installer: _Ca(a�wide CnherPciszS LLG
Address: 2 ' 5y Cccnloecc-y Address: C0VWN1 VW4- ,&YX S< ,
yt t rA- q
oil C,pz„A-.t 6=nn u -0-<> was issued a permit to install a
(date) (installer)
septic system at 11 1 u�elo �n6� , based on a design drawn by
(address)
�G Clnofi�eerin�c . T�nG, _ dated Or,"tr 28 2or3
(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 relocation of the
distribution box and/or septic tank. Stripout (if required) was inspected and the soils
Nvere found satisfactory.
I certify that the septic system referenced above was installed with major changes (i.e,
greater than 10' lateral relocation of the SAS or any 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. Stripout (if req nspected and the soils
were found satisfactory. OFWA,%t,M�
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Ir staller's Signat c) No Ib1I807
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esidner's Signatur (Affix esr e .s mp Here)
I'LL'ASE RETURN O BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OFCOMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THEBARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
q lollli a I'on)Wde;ignereciliIlcotiun I'nnn.doc
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VE Town of Barnstable P#
Department of Regulatory Services
n M�L Public Health Division ]Date
1a39• ��� 200 Main Street,Hyannis MA 02601
;41fi
Date Sclieduled W
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— -JJTime � Fee Pd.
d - l6
Soil Suitability Assess'Mentfor Srf efispLPerformedBy: Vcc.lo ( PtMeh� EI? GSr Witnessed By: . v , 2�
LOCATION& GENERAL INFORMATION ^
Location Address
Owner's Name -TC—AtJAIF P&—AtgS®,Aj
1.��CLt ROAD Fimn-mos, Address I t '�"t9i�E[.0 Rt� M�tL57C)l�
Engineer's Name to�(�t� [rvfS"
PLt i I
Assessor's Map/Parcel; ey '�/®�3 C
NEW CONSTRUCTION REPAIR ?C �rlywlet':fnJ
Telephone# 50:g_4/7 7-0('F7
56 8.273-6,37 7
Land Use scn31c Fciv„i l o1y.e_ll in5 Slopes(%) Z-
Surface Stones
Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft r
Drainage Way ft Property Line -7/o ft Other — ft
SIC ITCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands(n proximity to holes)
o
t iZ) Nj
Parent material(geologic) 6U�UJCe51q, Depth to Bedrock
Depth to Groundwater. StandingWater in Hole: _
Weeping f1'om Pit fttioe y
Estimated Seasonal High Groundwater 7 1'ZOr bc�S tom! M
DETERMINATION FOR SEASONAL,NIGH WATER FABLE
Method Used: QiA6 6yS2i daAtin
Depth Observed standing in obs.hole: ?12 b in. Depth to loll mottles: ltt,
Depth to weeping from side of obs,hole: In, Groundwater Adjustment fr.
Index Well# Reading Date: Index Well revel Adj.thctor�— Act,Croundwater Level
ITRCOLATI.ON TEST Date L 16-13 Time— L11 akh
Observation
Hole# ' r Tinto at 9" �
� U
Depth of Pere 2y- y Z Time at 6"
Start Pre-soak Time @ /0.'0 3 2r" _
The(9"-6")
End Pre-soak 0.01 tM
Rate Min./Inch L
Site Suitability Assessment: Site Passed 7 Site Failed: Additional Testing Needed(Y/N)
Original: Public Health Division Observation Hole Data To Be Completed on Back-----------
***If percolation test is to be conducted within 100' of wetland,you must first notify the
Barnstable Conservation Division at least one (1) week prior to beginidng.
QNS EPrICPEIZ CroRM.DOC
DEEP.OBSERVATION BOLE LOG Dale# 1 t Z-
Depth from Soil Horizon Soil Texture .Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders.
onsis[ency,46 oravel)
6-3 fl (e LS 312. "
3 ^2 B �S rQYrS�b
Z Y-120 G r e
DEEP OBSERVATION HOLE, LOG Mole#
Depth from Soil Horizon. Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling
(Structure,Stones,Boulders.
onsislen Rio"ravel'
DEEP OBSERVATION HOLE LOG Dole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Con f to c Gravel)
DEEP OBSERVATION HOLE LOG Mole
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,
« Consistency, a
x
Flood lnsui ance Ral[6"Map_
Above 500 year flood boundary No— Yes
'Within 500 year boundary No Yeses
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? /- _57^9 j
li
If not,what is the depth of naturally occurring pervious mafartal?
Certification
I certify that on 2-7 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 ex fence described in�10 CNM 15.017.
Signature
Date
Q:W EPTIC\PERCPORM-DOC
2j y �(' ,s 7 - 3
L O C I001a � � SEWAGE PERMIT NO.
V1 LLAGE
.IN STA LLER'S NAME ADDRESS
B UIL D E R OR OWN R
DATE PERMIT ISSUED
DAT E COMPLIANCE ISSUED � �
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No._ :Z Fm$... .-
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH -
------. ..... .................OF.......................................---------------....................................
App iraation for Disposal Works T. nstrurtion Prrutit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at:
M.
................_ -........... ..... .......••-•-•----•-----•••..........._..... ......••••• .....-•--••......•---•-••....._.. --.....---------
-.Lo trou-Address or Lotr
...... '0 Y-1:'L sS°.... ° P ?Ord4')--------------------------------- ----------r ► ¢ ...�... ;I7.J�.........t-"*--.------------
Owner Address
W •. �............................................................ •••..... � sr��r.� i.�l.... ••••--
Installer Address
UType of Building Size Lot......°G7 � ----Sq. feet
Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( )
Other—Type of Building ............................ No. of persons...... _................... Showers O — Cafeteria ( )
Q' Othet ures .._.....__.
--------------------------
Design Flow............................... gallons per person per day. Total daily flow------ gal
W �Ot�D �...�....--•--•------------•----- Ions.
WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................
x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No._I---------------- Diameter----9_0.......... Depth below inlet---6t............ Total leaching area..................sq. ft.
Z Other Distribution box ( 1) Dosing tank ( )
Percolation Test Results Performed byA6ldfeeila__ ,.. _ .......................... Date__..
Test Pit No. 1________________minutes per inch Depth of Test Pit.................... Depth to ground ate .._._._____ ............
(s, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
O Description of Soil......14W.A...Sn alt...04-,Tf-- ----- ------------------------------------------------------------------•-----------•------------.
U
W
UNature of Repairs or Alterations—Answer when applicable...............................................................................................
----------..................................
Agreement:
,The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of iITIE 5 of the State Sanitary Code-The undersigned further agrees not to place the system in
operation until a Certificat -o ompliance has been isVA/Z
y the board ealth.
$datl
Signe -- -� ................. �✓ `..�`
a ...Appl Approvedev •--- -- ---•--------•-.. .....-• •--••-••......................•- ------� f t .......
ate
Application Disapproved forth f Ilowing reasons:.................................................................................•---
........................................................................................•....---......---•----•---•---•-•---•---•---------...---...•---•------------•----•---•-•••------•-••-----......_
Date
PermitNo................................•-----••--•-•---- •---.. Issued..................................................
Date
No......................... Fss. .®.Qcr
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
App irFatiun for Uiupugal Works Tonutrnrtiun ramit
Application is hereby made for a Permit to Construct ( . ) or Repair ( ) an Individual Sewage Disposal
System at:
.............. - ---- -..... ............................................................. ................ ----•- ............................................................
L tion-Address or Lo
� Mass
Owner , Address
Installer Address
Type of Building Size Lot..._�L....x_r_ .0.....Sq. feet
DwellOther—Type T eoof Building ooms............................................No.
Expansion Attic ( ) Garbage Grinder ( )a yp f persons............................ Showers ( ) — Cafeteria ( )
Othy,, xtures •••••-•••--••••---•-•--••-•-•-••••••••••---••--••---••.••-••••-•-•-••-••-----••-••-•-•---- ....... .......................................
WDesign Flow...................:----------- ...........gallons per person per day. Total daily flow..... .............................gallons.
WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................. Depth................
x Disposal Trench—No..................... Width.................... Total Length..................... Total leaching area....................sq. ft.
Seepage Pit NoA----------------- Diameter...,V........... Depth below inlet.-&............ Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by,.. A.I..T .. +__$/q 1. _____________________________ Date...►a $ 71 ad d---------------
,� Test Pit No. 1................minutes per inch Depth of. Test Pit.................... Depth to ground wate ...............
;%I Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-_-::..:.._.____.._._.__
R4 ................................
0 Description of Soil...._, i41__�_._,xtzlsdx. .._�s- ............ ... .
x1'� .jwtA ....................................................... --------------
--w
UNature of Repairs or Alterations—Answer when applicable...............................................................................................
---------------•-------------------•-----------------------•--•--------•---_____----_._----•--------------------------------------------------------------------------------••------------
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issu d y the board ealth.01
Kate
�` Signe �� � _.�/. 5_Application Appxoved BY ,,� :... ---- --••••-----•---••• -••••---•-
Application Disapproved for th llowing reasons-----------------••• -------------------...............................................................
-•--------•----------------=-------•-----------------•-------------------•---•-------------------------•---•--------------------- -------------------------------------
Date
PermitNo........................................................... Issued•.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
..........................................OF.....................................................................................
t _
THIS IS TO CERTIFY, T�k)t the Individual Sewage Disposal System constructed (✓ ) or lZep�`aired ( )
-----------------------------------------------------------------------------------------------•--- -------- •-------- ---••-
/ Zdat... &_nz, �_,u� --------.,1 >�xt !m ....,/ l.----------------------•--------------:------------•-----...----------............ .
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......................................... dated................................................
,r
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CO STRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE................�.�:.. _ �. Inspector
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
...........................................O F.................................._...........-_..........._.........................
No......................... FEE........................
iupu tt1 murk 'nu#rnrtiun amit
Permission is hereby,granted..... _ U6 .1 ,YC? ._..__..._
to Construct (f) or3Repair ( ) n Individual Sewage Disposal System
atNo__//------- {}0-tw/L----A ---------------------_-----I..............-----•-Street-------.-----------------------------------•.----------- ----..................
,. as shown on the application for Disposal Works Construction Permi No.� ........... Dated.. _... .......................
�j of Health
DATE - Z Z J......................................
FORM 1255 A. SULKI INC., BOSTON J
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T.O.F. EL.= 65.1'± FINISH GRADE OVER D-BOX= 61 .81± FINISH GRADE OVER CHAMBERS= 61 •2' - 62.0' `�-'E N E RAL NOTE S
SLOPE 2° 3/4"TO 1-1/2"DOUBLE WASHED
PROVIDE EXTENSION RISER @ /o MIN. OVER SYSTEM STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION
WITH COVER OVER INLET& REMOVABLE WATER-TIGHT COVER OVER
OUTLET TO WITHIN 6"OF F.G. RISER TO WITHIN 6"OF FINISHED GRADE 4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
FINISH GRADE MIN SLOPE 1% BOX TO F.G. (SEE NOTE#21) 2"OF 1/8"TO 1/2"DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES.
@ FND. EL.= 64"•2'± F.G. OVER TANK EL. = 64.1'± 5"DIA. OUTLET(S) STONE iOR GEOTEXTILE FILTER FABRIC
.._ 2 ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
TOP OF SAS= 59.83' PLACE RIISERS ON ALL
DESIGN ENGINEER.
--EXISTING�'" PROPOSED 4" 36"MAX.IN. 9"MIN. CHAMBERS WITH 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
SEWER PIPE - PVC SEWER PIPE 59.00 36"MAX. BREAKOUT EL= 59.50- INLET PIIPES TO 6 OF SYSTEM UNLESS OTHERWISE NOTED.
� �
" FINII SHED GRADE
-- - - -_- -�-� _--• " " 3 DROP MAX " 4. TO PREVENT BREAKOUT,THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
6 3 2"DROP MIN 11
3 9 ��M .SLOPEQ1% E4"PVC N FROM / PROVIDE ERTIGHT "L4.0Q
ELEVATION =59.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A
1 1-10" JOINTS_P. o «,C,�' 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF
" ` ^° EPTIC TANK 4"PVC OUT TO C� 0 O I� 0 0 o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
� f 14 _ C 1 .. w 0
LEACHING FACILITY o o
CONTRACTOR TO PROVIDE . op 0 5. SLOPE ALL SOLID PIPE AT 1.0 /o MINIMUM.
SPECIFIED DROP BETWEEN " op 0 0 0 0 = 0 0INLET AND OUTLET CONTRACTOR SHALL " CONTRACTOR SHALL OUTLET TEE 59.40' MIN. 59.23' 2' oo 00 0
op 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
VERIFY SIZE AND 48 VERIFY CONDITION OF o� � 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
CONDITION OF EXISTING TEES GAS BAFFLE 6"CRUSHED STONE 0 iFILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY o0 o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
TANK NECESSARY COMPACTED BASEAND DESIGN ENGINEER.
5 OUTLET DISTRIBUTION BOX 4 0� 8 5'(TYP) 4 0� 4.83' 4.0' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 62.00,
- --- - ---_--- TO BE INSTALLED ON A LEVEL STABLE 25.0' �P-) ESTABLISHED ON TOP OF HYDRANT BONNET BOLT AS SHOWN ON PLAN.
BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV.= < 51 .00'
EXISTING 1,000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 57.00 12.83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
2 - 500 GALLON CHAMBERS 5'MIN' CHAMBER END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
CROSS SECTION VIEW /� 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL TYPICAL CHAMBER PROFILE DETAILS TO THE DESIGN ENGINEER.
*CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR CHAMBER 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC.STRUCTURES SHALL BE MADE WATERTIGHT.
TO ANY WORK& NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE
DATA
11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
" " TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
PERC NO. 14172 APPROPRIATE AUTHORITY.
David W.Stanton, RS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
INSPECTOR:
LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE
e !'�- } o EVALUATOR: Michael Pimentel, EIT,CSE
_ r � _ THEY SHALL WITHSTAND H-20 LOADING.
C.S.E.APPROVAL DATE: Oct. 1999
P'� _ _ o,, •" w 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL.DIRT, DUST AND FINES.
vO?10 v1l /�' �63 � 1��G�, � w i October 16,2013 ,
�O \` o ' DATE 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM SUBSOIL AND UNSUITABLE
« TEST PIT#: '
CVQ'`�\p��, �/ j =qs a - 1 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
ELEV TOP- 61.00 REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
7 ' ' " FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
'Cl ' E
1 I ELEV WATER= <51.00'
15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
n, ors PERC RATE _ <2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
�MEN�jc I r' �� , � (� DEPTH OF PERC= 24"-42" 16. PROPOSED PROJECT IS LOCATED WITHIN:
LOCUS
�O�PPS' \ r65'/ ) rn N m ASSESSOR'S MAP 57 PARCEL 83
G 0 TEXTURAL CLASS: 1 - -
vG �' CBN OWNER OF RECORD: BERTIL N. &JEANNE L. PEARSON
O M r
m _' 0" 61 AO' ADDRESS: 11 TUPELO ROAD
�% ✓ /6� ��� n. � A/E Loamy Sand
3" 1 OYr 3/2 60.75' MARSTONS MILLS, MA 02648
1 �
EXISTING LEACHING PIT TICS �, Loamy Sand FEMA FLOOD ZONE C
BE PLUMPED, FILLED CLEAN -'' --'' ; ►�(I _ B 10Yr 5/6
1 COARSE SAND ,,ABANDONED �� " COMMUNITY PANEL# 250001 0018 D
N 1 t o PROPOSED SEWER PIPE TO BE 24 59.00
17. DEED REFERENCE: DEED BOOK 3142, PAGE 344
TANK
SLEEVED 10 FEET EACH SIDE OF �\.'�� � ,�;;.r Pen,
E; ISTIIG 1,0 ! G. T C"� O 18. PLAN REFERENCE: PLAN BOOK 337, PAGE 1
GALLON SEPTIC `"-` ,
- -o EXISTING WATERLINE i 11 42 57.50
TO 13 UTILIZED 1N THIS DESIGN--`-
0 1 "" Cr? } '
I MIG.BOX
�y SHOO 4 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
®
o 20. N IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
PROPERTY LINE INFORMATION
#11 a Med.to Coarse Sand ' FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
EXISTING .
rn I •'4" C 2 5Y 6/6 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
2-BEDROOM 16" N 0)CA LOCATION PER I
QEG� DWELLING WATER TIE-CARD (loose) 21. A 4"PERFORATED SCH.40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
TOF=65.1'± .�. . f.. 5-10/o ravel DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A
tP
REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS.
���p D�G� / LOCUS PLAN
eqk A o= 6„
PROPOSED DISTRIBUTION BOX
MAP 57 RNoo r 14" a 12 ' SCALE: 1"= 1000' 120" 51.00'
PARCEL 83 f �£ PROPOSED 2-500 GALLON LEACHING No Standing,Weeping or Mottling Observed
MAP 57 22,120±S.F. TP 1 1 ' CHAMBERS WITH AGGREGATE //�� //�� DATA
PARCEL84 61x0' 0 '. 12" 0'0 ' DESIGN Df"\Tf•1 TEST PIT D/ \TJ-i LEGEND
\ { PERC NO. 14172
TREE (TYP)�
12" TP �` �
INSPECTOR: David W. S 50xO' EXISTING SPOT GRADE
12' ( 6 x5' 8 �a I NUMBER OF BEDROOMS(DESIGN) 3 (minimum per Title 5) - Stanton,r
62 EVALUATOR: Michael Pimentel, EIT,CSE
- 50 - - EXISTING CONTOUR
� Benchmark
12' „ " ,� I I �/ DESIGN FLOW 110 GAUDAY/BEDROOM Oct 1999
10 8 12" 6" Hydrant B.B. C.S.E.APPROVAL DATE:
BUSH (TYP) 1 1 50 PROPOSED CONTOUR
" Ae rox6M.S.L. DESIGN FLOW x 200 /o = GAUDAY DATE:
� S88°02'45'W �a TOTAL DESIGN FLOW 330 GAUDAY 50 PROPOSED SPOT GRADE
October 16,2013
„ PP o 660 TEST PIT#. 2 0 j
156.32'
12" 6 g2� o - '
PROPOSED INSPECTION PORT; USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP 61.50 E/T/C EXISTING UNDERGROUND UTILITIES
i
SWING-TIES SCALE: 1 20' ELEV WATER= <51.50'
MAP 57 W W EXISTING WATER LANE
PARCEL'82 DESCRIPTION HC DC PERC RATE _
TEST PIT LOCATION
' DEPTH OF PERC=
CORNER OF STONE(1) 30.8' 29.7' INSTALL 2 - 500 GALLON CHAMBERS
CORNER OF STONE(2) 32.0 53.4 TEXTURAL CLASS: 1 EXISTING 1,000 GALLON SEPTIC TANK
SIDEWALL CAPACITY t-
CORNER OF STONE(3) 43.9' 57.8' (LENGTH + WIDTH) (2 SIDES) (2'HIGH) (0.74 GPD/S.F.) = GAUDAY LP EXISTING LEACHING PIT
CORNER OF STONE(4} 43.0' 37.1' (25.0'+ 12.83')(2 ) (2') (0.74 GPD/S.F.) = 112.0 GAUDAY ,
A/E Loamy Sand 61.5o PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE
BOTTOM CAPACITY 3" 10Yr 312 61.25'
w (LENGTH x ,WIDTH) (0.74 GPD/S.F.) = GAUDAY B Loamy Sand O PROPOSED DISTRIBUTION BOX
Ln
o (25.0 x 12.83) (0.74 GPD/S:F.) - 237.4 GAUDAY 10Yr 5/6 �p PROPOSED 500 GALLON LEACHING CHAMBER
O N 24" 59.50'
n OOP CD
z TOTALS:
REV. DATE BY APP;D. DESCRIPTION
#11 , TOTAL NUMBER OF CHAMBERS 2
EXISTING TOTAL LEACHING AREA 472.2 SQ.FT. PROPOSED SEPTIC SYSTEM UPGRADE
2-BEDROOM
pEG� DWELLING TOTAL LEACHING CAPACITY 349.4 GAL./DAY PREPARED FOR:
TOF=65.1 ± ' -�V Med.to Coarse Sand
H� w 2.5Y6/6 CAPEWIDE ENTERPRISES
(loose)
C° (5-10%gravel)
dEGK N £ LOCATED AT
N
11 TUPELO ROAD
DC (2 MARSTONS MILLS, MA 02648
(1 .
SPECIAL NOTES: D 120" 51.50' SCALE: 1 INCH = 20 FT. DATE: OCTOBER 28,2013
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH SEPTIC N O 19 T o �0 20 ao ao FEET
SYSTEM COMPONENT. 0' i 3) No Standing,Weeping or Mottling Observed - - s
25- dAH OF ftlgs
a� ��ti PREPARED BY:
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED (4 RESERVED FOR BOARD OF HEALTH USE o JOHN L. cp JC ENGINEERING, INC.
LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. a, CHURCHILL JR.
REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH 1! L 2854 CRANBERRY HIGHWAY
TEST PIT DATA. N .418
s88°o2'45"w A EAST WAREHAM, MA 02538
3.) ENTIRE PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHEDS. SITE PLAN- 156.32'
�� ' G 508.273.0377
SCALE: 1 =20
Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.2576