HomeMy WebLinkAbout0200 ASA MEIGS ROAD - Health 200 ASA MEIGS ROAD
Marstons Mills
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TOWN OF BARNSTABLE
LOCATION 200 A5A Ntl& S e0. SEWAGE# 20/4- Of&
VILLAGE A4fl.451ON !&(.5 ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. -. S. D/&//4NO
SEPTIC TANK CAPACITY /500 GAG .
LEACHING FACILITY:(type) P/E LQ R c O/P,6 (size) /SAX �O�X 5
NO.OF BEDROOMS 4
OWNER !C AG C. C a P I
PERMIT DATE: 4--7-14 COMPLIANCE DATE:
fit
Separation Distance Between the:
4 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) IV14 Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) MIA Feet
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Town of Barnstable
�.�`KE A Regulatory Services
Richard V. Scali,Interim Director
� BARNSTABLE,
9�A MASS. Public Health Division
's039. 4 Thomas McKean,Director 1
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer & Designer Certification Form a
Date: ("15 -11 Sewage Permit# p?D/1-/-eI&Assessor's Map\Parcel 30 Ito
Designer: NA C - Installer:
Address: Po ex i Address: /6 E( /b1,5 57--
On - —J�j/ c pj� -5,' 4 g p/e was issued a permit to install a
(date) A (installer)
,f AD S 1�_based on a design drawn by
septic system at PVO 4JA
(address)
1�'1 ." �✓ �'v� Vet- dated
(designer)
X 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. Strip out (if required) was inspected and the soils
were 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. Strip out (if required) was inspected and the soils
were found satisfactory.
I certify that the system referenced above was constructed,in compliance with the terms
of the IAA approval letters (if applicable)
% N� OF Mq
i DAR
/ (In tal is gnature) o
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(Designer's Signature) SgN6TAR,�a� (�
PLEASE RETURN TO B STABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
Q:\Septic\Desiper Certification Form Rev 8-14-13.doc
Fee 1
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Zppgicatiou for Migoal 4p4terri con.5truction permit -
Application for a Permit to Construct W) Repair( Upgrade( Abandon( 5 Complete System ❑Individual Components
Location Address or Lot No. 740 4M ICI ei&.5 1ZD. Owner's Name,Address,and Tel.No. -5,06
ll M100CL G1Ar4h
Assessor's Map/Parcel 30 1�0 M(n�1"��! Mt 1�f lAlf `p gO Aj)U#pte Am 0
installer's Name, d,.", nd Tel.No. I�q✓ V-d w 4 Designer's Name,Address and Tel.N
1 do. j� i2�zgZZ
In 0 soa/S INC.
Type of Building: a
Dwelling No.of Bedrooms 4 Lot Size 58 33 sq. ft. Garbage Grinder ( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided 0I gpd
Plan Date MA101 ,Zp 1 A Number of sheets Revision Date
Title
i
Size of.Septic Tank I5Q0 Type of S.A.S. 'e U
Description of Soil —/07 �� �y�- -7/3 f�,9 T/,
Nature of Repairs or Alterations(Answer when applicable)
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 Environ tal Code and not to place the system in operation until a Certificate of
Compliance has been issued by is oard of al /
Si ;5
gned Date /l
Application Approved b �/- Date
Application Disapproved by: Date
for the following reasons
Permit No. j U ' Date Issued
No. Fee ed,..+ 1�k
*
f� Entered in computer:
THE COMMONWEALTH OFMASSACHUSETTS
PUBLIC HEALTH DIVISION - TOWN GRBARNSTABLE,-MASSACHUSETTS Yes
--t ,� r�r 4
Application for Di5pont *pAte on4tructiou vermit �.
Application for a Permit to Construct( ) Repair( ) Upgrade( ) A andon'(,) 4Complete System ❑Individual Components
a*
Location Address or Lot No. ;Owner's Name Address,and Tel.No.
Assessor's Map/Parcel ?j® l,® �1 G I S rY t ) /I Vf ),06le 44AJ Pte MA OZ44qT
t
Installer's Name,A,ddress,-and Tel.No. i ,��� 1C�( { rf( ( Designer's Name,Address and Tel.No. 5eNj- 1&Z_-Z9 Z Z- V
T(� I -1 I cd G MEy£B So,t/S /tic.
P 80 130 :. SA jAWII R A 7 3-2
Type of Building I v 1
Dwelling No. of Bedrooms —Lot Size �� j3?j sq. ft. Garbage Grinder ( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
f Other Fixtures
1 Design Flow(min.required) gpd Design flow provided 44U c I gpd ;
} Plan Date n4as i 40111 Number, f sheets Revision Date y/��/
Title
+ I�
•• , Size of Septic'
Tank �rjpO Type.of S.A.S. Ir� �f11 V/ 'V
Description of Soil e —! 5 L 7ji1 -7/2i /"7
t
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement: x
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 Roard of Health!
Signed Date
f�
Application Approved by /V.r a'/ ,K.a,� t x� �;..•, Date' ��� -i'/ L/r. i - • t
} Application Disapproved by +`w x ` a v Date it
for the following reasons.
ff I i
Permit No. )_0 U — qIn Date Issued ' Y/7//7
i• i
THE COMMONWEALTH-0 VMASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
(Certificate of (Compliance
THIS IS TO CERTIFY,that the On
-site
/Sewage Disspp-ssaalSystem Constructed ( ) Repaired ( ) Upgraded ( )
Abandoned( )by
at , A-�_ A 'r� 1 / I i��I ��� has been constructed in accordance .
with the provisions of Title Sdand the for Disposal System Construction Permit No. /,/�/—(J9 to dated ��/7 /
Installer Designer
#bedrooms 7 / Approved des* nyflow L�-7l) / //. gpd
The issuance of this permit shad not be construed as a guarantee that the system wi'ldl function/jas designed. G �
r Date Inspector
/ j il �A" � w
—__—_—_--_ —_ ------- '--------------------/ --------o—
`r,�' vNo'" jt� �)A/ _ --• ---:— —r--- _— ---- ----- --- Fee - - --- -------------
J'kJ -THE COMMONWEALTH OF MASSACHUSETTS
PUBLI,C HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS
IS lO�aY p�tim Conar"uction Permit
-" Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon
System located at UU ,It, mF' q j AA(
., and as described in the above Application for Disposal System Construction Permit.The applicant r :;ognizes 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'p erm•i•t.+ f"
Date �/ `' % t'/ ��Y Approved by i�
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Town of Barnstable P#
-
Departitnent of Regulatory Services
Public Health Division Date
MA ES, p�
rF1 NUd^ 200 Main Street,Hyannis MA 02601
Date Scheduled k4115)I.. m Fee Pd. 6
Soil Suitabili .A,ssessment for ,fiewaze Disposal
Perfmmcd-By: DAUB �� J f Alf Witnessed By: �
LOCATION& GENERAL INFORMATION
Location Address apt A5",Alas a1 , s Owner's Name TO wn �e n5 6
Mat 5' 5 Ihi BLS,M� b o2(oL(� Address �'� 're LoucQl
Assessor's Map/Parcel: 0 30- 1 t O Engineer's Name" , C"'(,L O-C
NEW CONSTRUCTION V REPAIR Telephone# SD
Land Use "�� Slopes(96) / /� Surface Stones 44
Distances from: Open Water Body /U/I ft Possible Wet.Area /T ft Drinking Water Well �/9 ft
Drainage Way _ft Property Line ft Other ft,
SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands In proximity to holes)
/V
Lef. t)iry►e 9L0A) ,f rot
�AS ED up 0 A-) P�D C1
A)IF For
AS
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Parent material(geologic) CA S e ( �� AJ Depth to Bedroe)t N t ^w,. "- c,
F{� n
-�rsl�'S - �
Depth to Groundwater. Standing Water in Hole: /n Weeping from Pit Face I ec f
Estimated Seasonal High Groundwater 6'
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used: Oa✓N InW QUAC1:1�74
Depth Observed standing in obs.hole: In. Deptli to Soil MOW= In,
Dep In, groundwater Adjustment thh�t�o weeping from sick of ous:hole:- - t[. .,,,,-------T„_,�.;,,� .__.
Index Well#--� Reading Date: Index We Ilevel ,. Adj.thetor,,,,,r., Adj,droundwaterlevel,
PERCOLATION TEST Date,,., Time
Observation
Hole# Tim,at 9"
Depth of Pere (�D �jyyl� Time At G"
Start Pre-soak Time @ i 6; 10 2 Time(9"-6")
End Pre-soak10
��s 1
Rate Min./Lach C"Z i� l� Z•M A J
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) 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 beginning.
Q:\SEPTIC\PERCFORM.DOC
DEEP.OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture .Sdil Color Soil. Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
z// o i ten=y._`ib Gravel)
�0 75 r 3�3 4 p
/2`-36" S to h �6 AID 20 /01)9 c
DEEP OBSERVATION HOLE LOG Hole# Z
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell Mottling
. g (Structure,Stones,Boulders. -
Collsistpricy,%Ciro e
P
''-4C,0)f G J c D�,!� /7 �q Zo
zo
DEEP OBSERVATION HOLE LOG Hole# 3
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Gravel)
ar/ ll
3 15 %i Zeq
/i
_ /e D 20 rwp�
# C Z `Z,S p
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soll Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones:Boulders.
Cositn
bow
Ned CqqPZ R Z, . 6 fie9
f C
C
Flood Insurance Rate Map:
Above 500 year flood boundary No— Yes .
Within 500 year boundary No Yes '
Within 100 year,flood boundary No._ Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system? yc5
If not,what is the depth of naturally occurring pervious matorial7
Certification
I certify that on A101A 1C/lf (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 requir expertise an t
x nee die 'bed in 10 CMR 15.017.
Signature Datb—*3
QAS.EPT1CTERCP0RM.D0C.
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL-COVERS FINISH GRADE SHALL NOT BE < EL:93.63
FOR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S.
T.O.F. EL = 100.0 SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. OF
INSTALL RISERS & COV,RRS OV'i!R INLET & INSTALL RISER & COVER INSTALL A 4" DIAMETER INSPECTION PORT
OUTLET AND SET TO 6' OF FINISH GRADE SET TO 6" OF GRADE U N L rnM M 13ER (MIN ) AND SET TO 3" OF F.G. yG
F.G. EL.=99.25t F.G. EL.=99.0f F.G. EL: 97.0t F.G. EL: 96.50(MAX.) D REN R M.
1 o. 1 4
9" MIN COVER/ 6" INSPECTION PORT TO BOTTOM OF STONE 'QEGISIE��
L = 10't 36" MAX COVER L = 3( L = 1% (MIN.)
W/IN 6" OF FINISH GRADE (USE PERF. PIPE)® S=1% (MIN.) EL.=98.05 ® S=1% (MIN.) ® S=1% (MIN.)
4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC ANITA0'
10" 6
i4-
INV.=97.00 48"LIOUID INV.=96.75
LEVEL
GAS BAFFLE PROPOSED INV.=94.30
D-BOX INV.=93.30 I� 40 -
I_ INV.=94.50 DB-3 SOIL ABSORPTION SYSTEM (PROFILE) 1 '
PROPOSED 1,500 GALLON SEPTIC TANK 9» MIN.
CULTEC N0. 410 OPSOIL �J
PROP. SEWER OUTLET FlLNR vAemc PER TI TLE 5
INV.=97.2 n BREAKOUT EL.=93;63 60" -
INV. ELEV.=93.30
END ELEV.=93.10
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING DOUBLE WASHED STONE
PIPE INVERTS PRIOR TO CONSTRUCTION.
2) SEPTIC TANK AND D-BOX SHALL BE SET LEVEL
AND TRUE TO GRADE ON A MECHANICALLY BOTTOM EL= 92.so
COMPACTED SIX INCH CRUSHED STONE BASE
AS SPECIFIED IN 310 CMR 15.221(2). SEPARATION 7.8OFT. 15'
3) INSTALL INLET & OUTLET TEES AS REQUIRED. SOIL ABSORPTION SYSTEM (SECTION)
4) PLACE SANITARY TEE IN D-BOX. BOTTOM OF TESTHOLE EL. 84.80
SEPTIC SYSTEM PROFILE
N.T.S. 16"
l
SOIL LOGS P#: 13834
DATE: JANUARY 4, 2013 SECTION 10.75"
SOIL EVALUATOR: RONALD J. CADILLAC, CSE, RS, PLS INVERT
WITNESS: DONALD DESMARAIS, BARNSTABLE HEALTH DEPT HEIGHT END CAP
J
Elev. TP- 1 Depth Elev. TP-2 Depth Elev. TP-3 Depth Elev. a TP-4 Depth ADS ARC 36HC AMBER
94.8 0" 96.5 0" 96.5 0" 98.10 0"
A SANDY LOAM A SANDY LOAM A SANDY LOAM A SANDY LOAM MODEL ARC 36HC
7.5YR 3/3 10YR 3/4 7.5YR 3/4 7.5YR 3/3 LENGTH 63" NOTE: UNIT CONFIGURATION AND ILABILITY SUBJECT
93.8 B 12" 95.67 B 10" 95.83 B 8' 97 27 B 10" EFFECTIVE LE TH 60" TO CHANGE WITHOUT NOTICE. PRODU DETAIL MAY
SANDY LOAM SILT LOAM SILT LOAM SANDY LOAM DIFFER SLIGHTLY FROM ACTUAL PRODU APPEARANCE.
10YR 5/6 1OYR 5/6 1OYR 5/6 1OYR 5/6
91.8 C 36" 93.34 C 38" 93.34 C 38" 94.94 C 38" SIDE WALL IGHT 10.75"
'E
OVERA . HEIGHT 16"
COARSE SAND COARSE SAND MEDIUM- 4640 TRUEMA LVD
COARSE SAND 10YR 6/4 10YR 6/6 COARSE SANG O ALL WIDTH 34.5" HILLIARD, OHIO 3026
2.5Y 6/4 92.5 48" 91.5 60' 2.5Y 6/4 PERC TEST ® CAPACITY 10.7 CF s
PERC TEST ® C2 C2 - EL. 93.10 80.0 GAL ADVANCED DRAINAGE SYSTEMS, INC. `
EL. 91.50 MED.-COARSE MED.-COARSE
SAND 5Y 6 + PROPOSED SEPTIC SYSTEM/SITE PLAN,
2.SY 6/4 2 6/4 a
84.8 120" 85.75 129" 8s.s .SY 120" 87.60 126" 200 ASA MEIGS ROAD, MARSTONS MILLS, MA
PERC RATE <2 MIN/IN. ("C2" HORIZON IN TP-2, -Cl- IN TP-4) t
NO GROUNDWATER OBSERVED I Prepared for: Ciampi
System Design and Topo Plan by: SCALE DRAWN DATE:
MEYER & SONS, INC. NTS D.M:M. 03/31/14
PO BOX 961
' Soil Evaluator Statement can be found on Soil Suitability Report (P# 13834) filed with the Barnstable ,Health EAST SANDWICH, MA 02537 REV. DATE: CHECKED SHEET NO.
Department by Ronald J. Cadillac, CSE, RS, PLS. 508-362-2922 04/04/14 D.M.M. 3 Of 3
TOWII Of.$
arnstable P#
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Department of_Regulatory Services
# px ` j.]Public Health-Division bate
r tayp A� ) `200 Main Street,Hyannis;MA 02601
Date Scheduled
Fee Pd.
.; ..
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SDoil=�'uitabi�'i Assessment fog See I)isposar
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Performed 13
l� UC7, � Witnessed By:. '
y:
•LOCATION,& GENERAL INFORMATION 4'
Location Addres ry r
s aOp/9sa/K•el�s .�, =. ._ owner's Namo,-j•.. .,•_ � '
w'n e� ns�o�Q •
iladress. NO-Its'``
r STt Liu&
Assessors Map/Parcel• t ' c .f
Engineers Name- /�
F-o� lrccAA Q-C
ION
NEW CONSTRUCT 4 4
1. V` REPAIIt Telephone# 50 7 S -7
Land Usei` SloPcs `
I Surface Stones -
t D►stances from'., Open.Watcr Body ft Possible WeLArea y
Q
I � Drinking Water Well 1
t ft
Drainage Wa
` X ft, Pro ert Line - s-
. i x P Y ft i Otherft
.—SKETCH:(Street~name,dimensions of lot,exact loca[ione of test holes&perc tests, ocatc'wetlands In mximi to hole
t.") V
JfT � -
, 1 f!� ��pp� *rK y'��lJ i,:,/may"•, S, y.9 0
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A� (,t� '�' ,� I' �, , � _- Qv, `X//fl
7. s , , 'r�u� , - ,.�
`.
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Parent material(geologic), $ e �' N /� C!7
ti ( C�Ij1\`r' Depth to Bedrock 17 _ O
r ..�.
Depth to Oroundwatec 5lending tauter m Hole. Weeping from Plt Noe
( Estimated Seasonal High Oroundwaker �� ���� J�4./ ;eqid .j
DET RMINATION FOR SEASONAL HIGH'WATER TAI LtE
Method Used: S s 490,04 ,�j
4 Depth'-Observed stand n to obs.hole: _ ,C�` Y�, h
g• In, '�Deptitl to sail moUley '
= Depth to*coping from side of obs.hole: j
Index Well# n n, Groundwater Adjuattnent ti, _ -
_ Readiug Date: Index We I level _,=Adj.,factor; ,r
A� dreiundwnterLevel,
PER.COL;ATION TEST' `:' ` Date�__�.__'
Observation
TIl21oat911
�S
Depth of Pero *>.,:°',.Tltne at 6'
h'
1 Start Pro-soak Time @ �' Z r, . �r z k r, tr: "?• f t + ^�
Time(9#,_6I#)
t End Pre-soak _ISZd_►11 S 1 D ✓ r rt_�`
1 ��t 1't. `r t-� =:�•r �� r � �-rt �`' t" f,:x ,, �, t � .1� .. .
Rate Mn./Inch
Site Suitability Assessment Sue Passed VVV Sitp Failed Additional Testing Needed(YIN) /U
Original: Public Health Dlvlsioa Q*rvutton Hole Data To Be Completed on Back -�----
***If percolation_test is-to be-conducted-within 100' of wetland,you must first notify the
Barnstable'ConservationDivisioSu at-least one(1)week'prior to beginning.
Q:IS EPTIC\PERCFORM.D OC
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DEEP—OBSERVATION—HOLE LOG Hole
Depth from Soil Horizon Soil Texture Sdil Color Soil• Ofher
Surface(in.) (USDA) (Munsell) Mottling (Structure, Stones;Boulders.
"i� COUSistency,%'(raven
l/ /W /o 7,,5 r 33 D
Z 3 fl .
/ . - 6 B s �o, /D Y6 �W- . 20 ",CrR tip
-36"—l i, " C Co��s6 lid Z S. t5 /110 Z'q-% 41,411,01
DEEP OBSERVATION HOLE LOG Hole# Z
Depth from Soil Horizon' .._Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
QQ112istency.%Oraven
G " /p`/ 3
YI D
C /D Yyr6 12o
H XO DEEP OBSERVATION HOLE LOG Hole# 3
Depth from "`,1 Soil Horizon Soil Texture Soil Color Soil Other
Surface(lu;} ` • (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
-conjistency,%Gravel)
ZoIr
/e O zD ra�P/
Z,5' o
DEEP OBSERVATION HOLE LOG Vole#
Depth from Soil Horizon Soil Texture Soil Color 5011 Other
Surface(In:) (USDA) (Munsell) Mottling (Structura,Stones:Boulders.
Co to
75
B�,_lZ6'' 'Z
1
I+lood Insurance Rate Map:
Above 500 year flood boundary No— Yes -
Within 500 year boundary No Yes '
Within 100 year flood boundary No._ •, Yes .
Depth of Naturally Occurring Pervious Material
Does at least four feat of naturally occurring pervious material exist in all areas obsarved throughout the
area proposed for the soil absorption system? X/=5
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on Mod, 1q9 3 (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 requir expertise an ex '�dfterj�bedn�10 CUR 15.017.
Signature Datb—/*-3
Q:\sEPTICIPERCPORM.DOC
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LEGEND - N/F MARSTONS MILLS •. ��
DANIEL J. LACKEY
ACKEY . • QO
PROPOSED CONTOUR PARCEL ID:
TOP OF STAXE 31/001-001
® PROPOSED SPOT GRADE .76
588'45'00'E 301.79 - /'/- r GjP?'• 0 EXISTING CONTOUR SCHOOL ASA STREET
+ 96.52 EXISTING SPOT GRADE \
"BOURN'AROAD" o
LOCUS --._ °•. MEIGS
'6 3 'do- o-BOURNE'S HAY ROAD" A �- ROAD
W— EXISTING WATER SERVICE T '99 p-a P ` (OLD TRAVELED WAY) �-
,- 1n
® TEST PIT �\�� j to2.6 Z
vv ,�A O•
--- 101.8
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BENCHMARK:
c, �. '�•
O / TOP OF MAGNA1L LOCUS MAP
LOCUS INFORMATION
0
9&e O O PLAN REF: 648/63 PROP. COVERAGE: 3%P TITLE REF: 9481/201
N \• j ' j �� PARCEL ID: MAP 030 PAR. 110
ZONING: "RF" SETBACKS: 30'-15'-15'
FLOOD ZONE: "C" WIND EXPOSURE: "B"
1p Syb� J �Q COMMUNITY PANEL: 250001-001 5—C DATED:08/19/85
UP
97.2
= SITE SEPTIC PLAN
-- P -
- LOCATED AT:
PARCEL ID: -i 200 ASA MEIGS ROAD
30/110 - �� �y- MARSTONS MILLS, MA.
ARE 1.34 ACRES '
58,333 SF -off PREPARED FOR
0p ti6�%
SCALE 1"=50' MIKE CIAMPI
�y� �\; �� ✓ �
�h
� '00 /-YPOCEe7s GENERAL NOTES: MARCH 31, 2014 REVISED: 4/4/14
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL �y►��
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2 OFL WORK THE STATEDENVIRONME AL ODE, ,TITLE V. AND ANY APPLICABLE �eSHALL CONFORM TO THE REQUIREMENTS �1;N OF MA`s3'gC, �N� Of �lgss9�
LOCAL RULES AND REGULATIONS. O� SWARD yG D RREN M. ys
DESIGN CRITERIA 3' OEINSPECT ION'AND DISPOSAL
Bl�THE BOARD OF NOT BE CHEALTH AND THE
DESIGN ENGINEER. STONE N "1
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING No 289
NUMBER OF BEDROOMS: PROPOSED 4 BEDROOM DWELLING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
/- ENGINEER BEFORE CONSTRUCTION CONTINUES. 6 (� �E�/sl
�5 / ) SOIL TEXTURAL CLASS: CLASS 1 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. QNIT0k\P�
�llb ro. UPO DESIGN PERCOLATION RATE: <2 MIN/IN 6. THE THE CONTRACTORGN NORR IS OWNERTTOESPONSIBLE NOTIFY THE FOR OCALiE FAILURE BOARD OF OF il qbLi
DAILY FLOW: 440 G.P.D. DESIGN FLOW: 440 G.P.D. HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 1
GARBAGE GRINDER: (NOT DESIGNED FOR GARBAGE GRINDER) 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
PROPOSED SEPTIC TANK: USE NEW 1,500 GALLON CAPACITY 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED 9 TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. MEYER BC SONS, INC.
LEACHING AREA REQUIRED: (440) = 594.59 S.F. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
.74 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING �/
DISTRIBUTION BOX: (3 OUTLETS (MINIMUM)) CONSTRUCTION. P.O. BOX 981
_ 10. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW
PRIMARY S.A.S. FOR THE USE OF A GARBAGE GRINDER H SYSTEM 11. HOUR NOTICE FOR ENGINEER CERTIFICATION EAST SANDWICH, M A. 02537
USE 40'L x 15'W x 6"D LEACHING FIELD W/ 3 LATERALS
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
BOTTOM AREA: 40 X 15 = 600 SF r AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY (5 0 8)3 6 2- 2 9 2 2
13. NO PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING -
SIDE AREA: n/a a 14. ALL PIPING TO BE 4",SCH 40 ® 1/8-/FT.
TOTAL SQUARE FEET PROVIDED = 600 vs 594.59 REQ'D I
TOTAL G.P.D. PROVIDED: 600 (0.74) = 444 gpd vs. 440 gpd required SHEET 1 OF 3 J#1631 A
_ 1
N F MARSTONS MILLS
DANIEL J. LACKEY
TOP OF STAKE PARCEL ID:
f� iL=98.76 31/001-001
Q�-
�P� � SCHOOL
S88,45'00"E
,.� 301.79 i ASA STREET
LOCUS—._ REIGS
------ -------- ---- ----------------- t---------------------------------- -- - --- -----------------------1--------------------------------
_ "BOURNE'S ROAD"— i c�
A.K.A. J*
`- `L_------ "
BOURNE'S HAY ROAD"AD"-
------------- ------------141D_IR— W--Y
------- ----
96
---- N
ol
ix
TP-,?
,TP—4-
\ \�\ PARCEL ID: LOCUS MAP
10
o� �\
AREA=1.34 ACRES LOCUS INFORMATION
r - 58,333 SF PLAN REF: 648/63 PROP. COVERAGE: 3%
TITLE REF: 9481/201
T .` PARCEL
ID: M P 030 SETBACKS: 11-0
ZONING:
15'-15'
�cp, \ \\\ ___ FLOOD CO MUNITY PANEL: 250001 EXPOSURE:0015 C DATED:08/19/85
SITE SEPTIC PLAN
LOCATED AT:
l \oF . \. °�, °o =`f 200 ASA MEIGS ROAD
W\ GF s Uloo ; MARSTONS MILLS, MA.
PREPARED FOR
MIKE CIAMPI
BENCHMARK:
TOP OF MAGNAIL MARCH 31, 2014 REVISED: 4/4/14
\ EL=100.00
OF9,�sAcyG ��P��� of MAss9�y
�1NARD ,� G
STONE \.
98.6 �O �1 ,� p6/SSE
4NI TAR\
05
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/ F,`�� � MEYER & SONS, INC.
P.O. BOX 98
6co
;, P ��o
' EAST SANDWICH, MA. 02537
(508)362- 2922
\ ;
' UPOL€
97.2
SCALE 1"=20' SHEET 2 OF 3 J#1631 A