HomeMy WebLinkAbout0020 BISCAYNE DRIVE - Health 20 Biscayne :rive
_ Martsons iVlills
A= 01'2-013-001.
r
o - 09,6
Town of Barnstable
Qg'niE P
Depaa'trtnCnt of Regulatory Services
BARNSTABLY, 4 Public Heafth Divisim mate
3
200 Main Street,Hyanuis MA 02601
�P�O PAPS P
VIY
L O
Date Scheduled
2 /Tinte Fee Pd.
`oil Suitability Assessment for Sewage Disposal
Perfonned By: Witnessed By.:
LOCATION er GENE RAI JLT�V O)CrlVUvTuO'N Location Address —
aa �is��yne ✓ Owner's Name
may, tee, /� Q
Address
Assessor's Map/Parcel: / 13 _0 of Cngineer's Name p o tnl°, U e
NEW CONSTRUCTION REPAIR 7 Telephone It
Land Use _..&lam_ _ Slopes(%) 6, Surface Stones
Distances from: Open Water Body ' ft Possible WEI.Area>3' (9 ft Driuking Water Well7)5D ft
Drainage Way >' ft Property Line 33 ft Other it
l
SKETCH' (Street name,dimensions of lot,exact locations of lest holes Bc pere tests,locate wetlands 4n proxilluly to holes)
n ! t£ 1: 7
VJ } r
t i �
I'_ Y
J
7-0
CP 2- LP
Parent material(geologic) Depth tp Buclroelt
Depth to Groundwater: Standing Water in Hole: 4/6,wj�! Weepllig I'foitl Pit Ptlae!✓O/vCS—
Estimated Seasonal High Groundwater Ale"
� —
D ETERIV7 NATION FOR SEASONAL 111011 WATER+'R TABLE
LE
.Method Used: �y �
Depth Observed standing in obs.hole: YV � _ In, Depth to 541I 3104ls3:
Depth to weeping from side of obs.hole: _ bi. Orouudwuter AdJu8IlT1ent",a R
Index Well If Rcading Date: Index Well leVal Adel,factor AJ,i.OrUulltlwuter Level
PE J[ COl[.,A7CJ[ON ')l']+GST � Date z 'A'Lule%mil
Observation
aolctf _�_ Time.at4" � �
Depth of Pere .lo0 f Time at 6"
Start Pre-soak Time @ �✓ Tima(9"-6")
End Prc-soak
r/
Rate Min./Inch
Sile Suitability Assessment: Site Passed_ Si(q,Failed: Additional Testing Needed(YA11)
Original; Public Health Division Observation Mole Data,'Fo Be Completed on Back-----------
e1}
***It percolation test is to be conducted vvitilill 100' of Wetland, you l USIL[hrSll Notify tile.
Barnstable Conservation➢j)ivisioli at least olle°(A) week prior to begill](1411g,
QASCf tC\PeIKCFORM.DOC F� "�
Depth from Soil Horizon Dole #
Surface(in.) Soil Texture Sail Color '---
ti (USDA)- Soil• Other
(Munsell) i Mottling (Structure,Stones;Boulders,
Con illency.%, ravel
S /012'2 S/Z �--
G S 2.5 y /o dt
0
Depth from TION
Soil horizon LOG Mole# Z Surface(in.) Soil Texture Seil Color
Soil
(USDA) Other
(Mansell) Mottling (Structure,Stones,Boulders.
�/ �2• �j ConsjSteney,%Crave))
<ao
DEEPOBSERVATIONTIOLE, LOG
' Depth from Soil Horizon #'
Surface(in.) Soil Texture Soil Color.
(USDA) Soil 1 Other
Mu( nsell
) Mottling (Structure,Stones,Boulde
rs.
Co si tee 5 Graven
Depth
p h from IDERPOBSERVATIONHOSoil Horizon �'g ��t'v
Surface(in.) Soil Texture Soil Color Soil
(USDA) Other
(Munsell) Mottling (Structure,Stpne,7;Boulders,
Cons' ten � a I '
Flood Insug*ance)[Pate Ifl
Above 500 year flood boundary No Yes
Within 500 year boundary No Yes
Within 100 year flood boundary No� y�y � '
Depth ce>lar� viousNTaterlal
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil.absorption system? f47
)(t not, what is the depth of naturally occurring pervious maMrIal? IV .
Cea�t•,- fication
A certify that on Y&V
(da
te)te)T have passed the soil evaluator examination approved by the,
Department of Environmental Trotection'and that the above analysjs,was performed by me consistent with
the recloired training, expertise and experience described in �IO CMR 15.017.
Signature
Date
a 2.\S.P_?TnPERCrORM.DOC
TOWN OF BARNSTABLE
_LOCATION gg?p 15,—sc_A-vn,g Q eL SEWAGE#
VILLAGE .4,2,-//JASSESSOR'S MAP&PARCEL )Z I.T—0o
INSTALLER'S NAME&PHONE-NO. j9e4r 7J- S 34;9
SEPTIC TANK CAPACITY /per
LEACHING FACILITY.(type) — 4S size /•O Z,4— 30•V Z(size) X
�NO OF BEDROOMS'
OWNER 0,rao llrwz
PERMIT DATE: `w— —/O 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
f I_
317, 0
qo• z:•
i3--eg.6
No. Q D^ l a Fee 160 ,
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Zipplitation for Bisposal *pstrm Construction permit
Application for a Permit to Construct( ) Repair(V� Upgrade( ) Abandon( ) ❑Complete System ndividual Components
Location Address or Lot No.f� �!' a Owner's Name,Address,and Tel.No.
Assessor's 14fIN
ap/P cel ,e 4 �S / L�PA
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
Type of Building:
Dwelling No.of Bedrooms Lot Size CG� `71(2 sq.ft. Garbage Grinder(/41�p
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures �j l
Design Flow(min.re730A0
ed) gpd Design flow provided �p j� ?j gpd
Plan Date Number of sheets Revision Date
Title /
Size of Septic Tank Type of S. .S.
Description of Soil 0, 7_5;- '3;,o
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 Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of He It. /
Signed Date ,0 � W
Application Approved by Date 67 —/o
Application Disapproved by Date
for the following reasons
Permit No. 0 to Date Issued
I
No. (✓ O 1 /C Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
01pplitation for Misposal �&pstrm Construction 3permit "{
Application for a Permit to Construct( ) Repair(yf Upgrade,( ) Abandon( ) ❑Complete System; ndividual Components
Location Address or Lot No. Owner's Name,Address,and Tel.No.
o 4Ii 'aj�/�r�
Assessor's�Map/Parc 17 2", cj
Installler's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
tad�ofOJl�% �5 7,7/-0
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size L �AK,sq.ft. Garbage Grinder( �
Other Type of Building S/ No.of Persons Showers( Cafeteria( )
Other Fixtures
Design Flow(min.required) _ 7j gpd Design flow provided /�; gpd - g
___,,,-'Plan Date S/5f //> Number of sheets / Revision Date
l
Title /I� hen
• o
Size of Septic Tank /�/f/%,�Xj.S�` Type of S.�1.S. ��- 3Q �� Ay / fq�?rS
Description of Soil
4
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 Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Heal h.
_ Signed ' Date /���
Application Approved by ) S Date
Application Disapproved by Date
for the following reasons
Permit No.X9 D G ` Date Issued C
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(y4/ Upgraded( )
Abandoned( )by /.Y' �/>« �/'y�s�`•
at 21�1 A/5 —0 V' A;1- e: , �A has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No.a 010 67 dated — t y
Installer 2?er /DX//l, t�t�!' / Designer
#bedrooms 31 Approved design flo' 3 36 gpd
The issuance of this j erm4 shall not be construed as a guarantee that the system 'll fu: ti nAas desi ed.
Date toZ Inspector
Fee
------------------------------------------------------------------------- -------- ---------=-=-------
No. oo ` ( � 7
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS
Misposal &pstem COnstrUrtiun permit
Permission is hereby granted to Construct( ) Repair((�)� Upgrade( ) Abandon( )
System located at ifQ' Y,.Ale �/�� /)'I��S r�`,,�r`9' ,•'��s����
11
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 must be completed within three years of the date of this permit.`
Date (0— 4 " (o Approved by
FROM :down cape engineering inc FAX NO. :15083629880 Jun. 25 2010 10:41AN P1
Regulkatop'T 'Services
� T'6Qn6B'1i9 IW.
NAND K!•ANA,}
M9as. „g. D a��E�a� �8 •«a�DPn ]IYIIJlQDQOt
16 s4•
200 Maim&R-ect, Hyanind-a,MA 02600
O'Choo' 508-862-46411 Fstx.: 5p8-"l�)(1-1i3(14
Instafler- D 8iY-gK C'erfificattion D+`aurni
4 P�
Designer: L�U — - — I�'I C�1 if t�� aitllla u•: JJ0 Y 17 0 a
"6,4-
AadaD.ae�s: GG� r. v" 7 c a:
9. . _
AalaDu _1'o . dux ' .
75
J
On 6-` �l Ili waLti issued aa.pet'roit to install s
(daitc) (installer)
septic system at C�o ' 1 ill � 17LitiE.d tDtl at de si gn di'awn by
(d 'si. cJ)
_ l certify ttrat the septic gysteri).)•eferencad above was insUllk.d SUIXAM71ildly according io
ills; design, -which i na.y ijaclrade minor approved changes s-aeh as I.at.eraal. ):elocatiol).of the
distribaticari tx)x acid/or soplie. tank.
T certify that the stlitic systorrt referenced above was installed. Witla. njayjor clt.artges (i.c.
greater tlk-.n. I0' laateraj relocztion of the SAS or any vertical re.1ocation of any cornporient
ofthc septic systeni)'brat in accordance with State & T,ocal. RegulFal:ious. :t'J.m revision or
Ce>L7.Iaed,aL5-hLplt by dcSl.€!I.L4'T toiialluw.
tNOf rdq����
DANIEL
tnS#allea'' 'i_)l�ttare iV QJALJ1
(. } .. .. CIVIL
_ q No.45502C-9 .
31F e<cp�4k�
NAL
(L)rsi ier's `�itna:laaTe} (Affix De igner's S snip There)
bgY+::O'CJIi� TO B./aRFVS'1('ABLE g`4JtLIC �:li+;All,.tAi. B>{,�/1 oC4Dl�1, t,;��:Yd:R'.iQ�AQ..A'p.:a; OF
G;OWfl,TA1 CF, WHJ, INOT_ BE iSSURD OF-4TTT, )BOTH'l'k1 S lt+'01:W AND AS-BUMI CAla) ATE
RECEIVEIID BY THE BARiva,TABLE PUBLIC H- ALTIR DW-18 0N. I'll ANK)'OJT.
Q tackltlllSoptic/Lllcsigticr Critifirmiion Forrn.:{',!6-01Ai ,
TRANS. NO.:
CITY/TOWN:
APPLICANT:
ADDRESS:
DESIGN FLOW: gpd
REVIEWED BY: DATE:
N/A OK NO
-VIM.,116i 11 t1.
fi "-1 ..1 ,£,
Legal boundaries denoted [310 CMR 15.220(4)(a)] ✓
Street, Lot,tax parcel number and lot number noted on plan [310 VX
CMR 15.220(4)(u)]
Locus Provided [310 CMR 15.2204(t)]
Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for
components) [310 CMR 15.220(4)]
Easements shown [310 CMR 15.220(4)(b)]
System located totally on lot served [310 CMIt 15.405(1)(a) for
upgrades]- if not, a variance is required [310 CMR 15.412(4)]
Location of impervious surfaces (driveways,parldng areas etc.)
[310 CMR 15.220(4)(d)]
Location all buildings existing and proposed 310 CMR
15.220(4)(c)]
Location and dimensions of system components and reserve areas.
[310 CMR 15.220(4)(c)]
System Calculations [310 CMR 15.220(4)(f)]
daily flow
septic tank capacity(required and provided)
soil absorption system(required and provided)
whether system designed for garbage grinder
North arrow [310 CMR 15.220(4)(g)]
Existing and proposed contours [310 CMR 15.220(4)(g)]
Location and log of deep observation holes (existing grade el. on
each test) [310 CNM 15.220(4)(h)]
Names of soil evaluator and BOH representative [310 CMR
15.220(4)(h) and (i)] V
Location and date of percolation tests (performed at proper
elevation?) [310 CNR 15.220(4)(1)]
Percolation test results match loading rate? [310 CMR 15.242]
Certification statement by Soil Evaluator [310 CNR 15.220(4)0)]
Observed and Adjusted groundwater (method for adjustment /
given or indicated) [310 CMR 15.103(3) and 310 CMR ✓
15.220(4)(11)]
Address Sheet 1 of 7
N/A Ox NO
Location of every water supply, public and private, [310 CMR
15.220(4)(k)]
within 400 feet of the proposed system location in the case
of surface water supplies and gravel packed public water supply El
Within 250 feet of the proposed system location in the case
within 150 feet of the proposed system location m the case
of private water supply wells
Location of all surface waters and wetlands located up to 100 ft.
beyond setbacks listed in 310 CMR 15.211 and any catch basins
located within 50 ft. [310 CTAR 15.220(4)(1)]
Water lines and other subsurface utilities located [310 CMR
15.220(4)(m)] (if water line cross see 310 CMR 15.211(1)[1])
Profile of system showing invert elevations of all system
components and the bottom of the SAS [310 C1V1R15.220(4)(o)]
Stamp of designer [310 CUR 15.220(1) and 310 CMR 15.220(2)] ✓
Stamp of Registered Land Surveyor (required if construction
activities within 5 ft. of lot line) [310 CMR 15.220(3)]
Test Holes adequate (two in each of the primary and reserve
unless trenches as permitted in 310 CMR 15.102(2) or as
approved for an upgrade under LUA at 310 CMR 15.405(1)(k)]
Test hole adequate to demonstrate four feet of suitable material?
[310 CMR 15.103(4)]
Test Holes adequate to confine adequate groundwater separation?
[310 CMR 15.103(3)]
Benchmark within 50-75' of system [310 CMR 15.220(4)(q)]
Materials specifications noted? [various sections of 310 CMR
15.000]
System components not> 36" deep (unless Local Upgrade
Approval or LUA requested) [310 CMR 15.405(1(b)]
Sheet 2 of 7
Address
N/A OK NO
i tr• �F t � F i` 1 '.i Vf ..'i -fir
Size OK? [310 CMR 15.223(1)]
Inlet tee located ten inches below flow line [310 CMR 15.227(6)]
Outlet tee 14" or 14" + 5" per foot for increase ft depth [310 CMR
15.227(6)]
Outlet tee with gas baffle or approved filter [310 CMR 15.227(4)]
Note regarding installation on stable compacted base [310 CMR
15.228(1)]
Separation between inlet and outlet tees (no less than liquid
depth) [310 CMR 15.227(2)]
Inlet/Outlet elevations at least 12" above high groundwater
(except as described 310 CMR 15.227(5)) or permitted for
upgrades under LUA [310 CMR 15.405(1)(k)]
Mininnum cover 9" (Tanks buried more than 9" must have risers
on all openings and on the d-box) [310 CMR 15.2228(1) and 310
CMR 15.232(3)(f)]
Three access covers (inlet and outlet must be 20" or greater) -
middle access at least 8" (by 7/07) [310 CMR 15.228(2)]
Access to within 6 " of grade - one port for systems<1000gpd,
two for systems>1000 gpd [310 CMR 15.228(2)]
All at-grade covers secured to unauthorized access? [310 CMR
15.228(2)]
> 10 ft from building foundation [310 CMR 15.211(1)]
Buoyancy calculation Required/Done [310 CMR 15.221(8)]
H-20 Where appropriate? [310 CMR 15.226(3)]
Setbacks from resources [310 CMR 15.211]
T^� �., ,avxi wi•sra•t ' wy: r> 1}
S }` 9 lc�}{ �i
lYYulornp�ytea% aac's � �� rr {Pr1
Required when other than single-family dwelling or flow>1000
gpd [310 CMR 15.223(1)(b)]
First compartment 200% daily flow; Second compartment 100%
daily flow [310 CMR 15.224(2) and(3)]
"U" pipe through or over baffle, outlet of each compartment with
gas baffle or approved filter [310 CMR 15.224(4)]
Address Sheet 3 of 7
i
d/A OK NO
:�NJ-.YL�JI1`I IJ St � ���tL' Y.�r� k ll VrlYy�!.t � .4t.dYta-, ;14. T.4 tAr3;nt9`iv-,,d$ �� .-), ft
Located at least ten feet from any water line? [310 CNM
15.222(2)]
Disposal piping at least 18" below water line (when water and
sewer cross, see 310 CMR 15211(1)[11)
Cleanouts required/provided ? [310 CMR 15.222(8)]
Thrust blocks specified in force main R s? 310 CM 15.221(6)(c)]
Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable u
[310 CMR 15.222(6)]
Proper pitch on all runs? (.005 within gravity-distributed trenches
and beds) [310 CMR 15.251(9) and 310 CMR 15.252(2)(c)]
Siphon problem/ (leachfield below pump chamber) "
Endcaps or vent manifold specified?
Size and orientation of discharge holes specified? (not smaller
than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310
CMR 15.252(2)(h)]
Materials specified (310 CMR 15.251(5) specifies various pipe 041
types allowed)
Stable compacted base [310 CMR 15.221(2) and 310 CMR
15.232(2)(a)]
Splash plate or baffle tee required on inlet/provided? (when
pressure sewer to d-box or steep pitch of gravity sewer) [310
CMR 15.323(3)(a)]
Riser if deeper than 9" [310 CMR 15.232(3)(f)]
Inside minimum dimension 12" [310 CMR 15.232(2)(b)]
Minimum sump 6" [310 CN1R15232(3)(e)]
Watertight cover if<2000gpd); waterproof manhole if>2000gpd-
[310 CMR 15.232(3)(d)] *400011
Capacity(emergency storage above working--design flow)? [310
CMR 231(2)]
Proper setbacks [310 CMR.15.211 (same as septic tanks)]
Watertight 20-in minium access manhole at least 20" MUST BE
TO GRADE [310 CMR 15.231(5)]
rMarmn
rvice com;Sac
nents accessible (not too deep with piping,
sconnectscessible)
floatalarm on circuit separate nom pumps specified?
Exceeds two units must have two pumps operating in lead-lag
mode. [310 CN,R 15.231(6) and(e)]
Stable Compacted Base [310 CMR 15.221(2)]
Buoyancy calculations needed? Provided? [310 CMR 15.221(8)]
Address Sheet 4 of 7
5
NIA OK NO
ILtABSOI'�I�1?S 'STTV ;( )::G�l'�rEL ..:. WWr ,:
Calculations correct? ✓
4 feet of naturally occurring material demonstrated? [310 CMR
15.240(1)]
Required separation to groundwater? [310 CMR 15.212)]
Aggregate specified as double washed [310 CMR 15.247(2)]
System Venting requiredlprovided? (system under driveway or
>36" deep) [310 CMR 15.241] .
Inspection ports specified and within 3"final grade? [310 CMR
15.240(13)]
Breakout requirements met? (No violation of breakout elevation �/ _
within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and �/
Guidance Document]
��A���'� 5;1�'�TS;;�` 1@!l[lg,7�+1��3,�®�1VlA���5•'�253. �� ,.,.
Chambers and Gal. in trench configuration supplied with inlet
every 20 ft. [310 CMR 15.253(6)]
Each structure with one inspection manhole(if>2000 gpd must
be to grade) [310 CMR 15.253(2)]
Aggregate I'minimum- 4' maximum. [310 CMR 15.253(1)(b)]
2' sidewall credit maximum [310 CMR 15.253(1)(a)]
In bed configuration, inlet every 40 sq. ft. [310 CMR 15.253(6)]
1slk >S"t3 `Om +4 1251
Width 2'minimum 3'maximum [310 CMR 15.251(1)(b)]
100 feet-maximum length [310 CMR 15.251(1)(a)] `
Minimum separation 2x effective depth or width whichever
greater (3x if reserve between trenches) [310 CMR 251(1)(d)]
Situated along contours [310 CMR 15.251(2)]
Breakout'�OK? [310 CMR 15.211(1)[4] andg Guidance Document]
�. ,
F a�,iiranffi s%z� ®f be ® fief 50�00 i'
minimum 2 distribution lines [310 CMRpl5.252(2)(a)]
Maximum separation between lines 6' [310 CM RI5.252(2)(d)]
Maximum separation between lines and outside of bed 4' [310
CMR 15.252(2)(e)]
Aggregate depth below discharge pipes 6" minimum, 12"
maximum. [310 CMR 15..252(2)(g)]
Separation between beds 10'minimum. [310 CMR 15.252(2)(f)]
Bottom area used in calculations only [310 CMR 15.252(2)(1)]
Address Sheet 5 of 7
N/A OIL NO
s �sr'` `:. �fr�
Pressure Dosed System ? Provided pump and piping
calculations as required [310 CMR 15.220(4)(1)]
Pressure dosing required on all systems>2000gpd or alternative
systems under remedial approval [310 CMR 15.254(2) and I/A
Remedial Use Approvals]
If used in gravelless system-make sure jet is directed as not to
scour soil interface [Guidance Document]
Inspections once per year (systems<2000 gpd) or quarterly
(>2000gpd) good to note on plan [310 CMR 15.254(2)(d)]
Construction in fill -Did the plan specify that the fill shall meet
the specification of 310 CI�M 15.255(3)?
Impervious banter and/or retaining wall ? [Guidance Document]
Impervious barrier installation must be supervised by
designer [310 CMR 15.255(2)(b)]
Retaining wall must be designed by Registered Professional
Engineer [310 CMR 15.255(2)(a)]
Side slope not exceed 3:1 ? [310 CMR 15.255(2)]
Breakout requirements met? [310 CMR 15.252(2) and
Guidance Document]
At least 5 ft. from impervious bairier to edge of SAS (10 ft.
recommended) [310 CMR 15.255 (2)(e)]
Check DEP Approval letters for credits and design conditions
If used with pressure dosing do not allow pressure discharge
to scour soil interface
sI no VA
:r+.
te,,lrr �ate �e �ti �`ysterri I/ `�ovla�$e ersJ
Was DEP Approval Letter provided and/or have you
reviewed the letter for conditions?
Is the technology being properly applied and does it meet all
DEP Approval Conditions?
Is there a note on the plan regarding the requirement for
perpetual maintenance agreement?
Any alarms involved on separate circuits
Did the applicant submit an operation and maintenance
manual?
Has applicant submitted a copy of a maintenance
Are the variances listed on the plan? [310 CMR 15.220
(4)(q)]
RLS Stamp necessary on plan if a comp onent is within five
feet of property line [310 CMR 15.412(4)]
New construction or increased flow proposed- [Refer to 310
CMR 15.414]
Address Sheer 6 of 7
N/A OIL NO
Is the system in a Designated Nitrogen Sensitive Area(Zone II for
a public supply well)? [310 CNR 15.214, 310 CMR 15.215 and
310 CNR 15.216 - also refer to Policy regarding upgrades of such
existing systems]
Is the system proposed on the same lot as served by private well ?
[310 CNR 15.214(2)]
Ate the nitrogen loads proposed in compliance? [310 CMR
15.216(1)]
+ 1 t.� il � - t i F J•q.•'l• � 11.F�q la,,�l�a-�'i.+ � 2T
"'Mr,;g A.,
Pumping to septic tank? [ 310 CNR 15.229]
Shared System [310 CNR 15.290]
Address Sheet 7 of 7
r
LEVY, ELDREDGE & WAGNER ASSOCIATES, INC.
ENGINEERS-LANDSCAPE ARCHITECTS-PLANNERS
LAND SURVEYORS
889 WEST MAIN STREET
CENTERVILLE,MASSACHUSETTS 02632
(617)775-22"
March 29, 1988 '
The Greenbrier Corp.
P. 0. Box 510
Centerville, MA 02632
Dear Mr. Covill;
. Transmitted herewith are six (6) copies of the
as-built septic system for Lot 27 Biscayne Dr.
Barnstable, MA.
The septic system has been installed as indicated
on the enclosed plan.
Very truly yours,
LEVY, ELDREDGE & WAGNER ASSOCIATES
Pau Levy, P. E.
PAL/mlw
#1027
88 WAVERLY STREET FRAMINGHAM,MASSACHUSETTS 01701
I
TOWN OF BARNSTABLE
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LOCATION SEWAGE #ZjJ0
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VILLAGE o � r� t ASSESSOR'S MAP & LOT LS
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INSTALLER'S NAME & PHONE NO.
SEPTIC TANK CAPACITY 000
LEACHING FACILITYAttype) (size)
NO. OIL BEDROOMS PRIVATE WEL 'OR PUBLIC WATER
0
BUILDER OR OWNER Qp0jQ
DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No
WAR�E
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THE COMMONWEALTH OF MASSACHUSETT
BOAR® OF -HEALTH
4 .lV.. OF.........B.6 �- .---•-•...............•----
Appliration for Raposal Works Tonotrnrtion Prrmit
Application is her by r Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at: x� ;�
Loca
ti - ss / ••• ��( /� �l•�/,��]i ��J
oco - � - :•(1. .;4 i`��TIJ_`�!!.i.�o; Lo No. ,/�� �!JC S
��//��
a / �•=- .. > 1�.7`c:5!StS.Owner ................... ?I.:..! Add es
stalier ...................••---•'Address .._.....-•------......-------------------
-' U Type of Building Size Lot____f�_�� ��.Sq. feet
Dwelling—No. of Bedrooms............. ..........................Expansion Attic ellp) Garbage Grinder (1 )
a Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
Other fixtures -
W Design Flow............................��:._/--��--hh--..gallons per person per day. Total daily flow...............
WSeptic Tank—Liquid capacity__/KKi..gallons Length................ Width................ Diameter-_______-____- Depth................
Disposal Trench—NTo. .................... Width.................... Total Length.................... Total leaching area--------------------sq. ft.
Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution.,.box ( ) Dosing tank ( )
,p r
Percolation Test Results Performed by_-_ 1�_. .. `. �(Jlt�d:.G�} ����� Date......... _d` .........
Test Pit No. 1_....._.Z
----minutes per inch Depth of Test Pit.................... Depth to ground water____--__________---_-_.-
G4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
a /- ----- .
O Description of Soil-------- -----------��---•-•---�e------3 ai6----------------
---- -----------------------------------------------•-•-------------
W
--•--------------------------------------------------•--------------------------.....--•----------•-----•-----------------------------••--------------------•-•----------------------------------.......
U Nature 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'TT�E 5"of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issued by the board of health.
Signed �
-Q
ApplicationApproved By---- . -•-- ----- --------------------------------------• ---------lJ
Dat
Application Disapproved for the f ollo ' g reasons:................................................................................................................
----....................................................................................... ----------- --------------•---
- Da
- j
Permit No.......: ............................... Issued_ ........
Date
DESIGNING ENGINEER MUST SUPERVISE
THE COMMONWEALTH OF MASSA9NMLTEATION AND CERTIFY IN WRITING
BOARD OF HEALTTVE SYSTEM WAS INSTALLED IN STRICT
A ANCE TO PLAN.
........... INN.-......OF.............1 : � .. ..... ..........................
Trrtif iratr of (9jamplianrr
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed X) or Repaired ( }
by.......1. C__.. .E .( _�y6.��L�....-----•-----•--......--•----------•........................•--•-----••---•-•-•--•---....-•-•-•---....-•-•----•-----•-•--•-•----...-•----........
at_ _1 - k� �j►-----�try'' ��, �_t L
has been installed in accordance with the provisions of TT",�r. j�hetate Sanitary C e as d rb the
application for Disposal Forks Construction Permit No. _--- --.. dated `�� - --- ._.....
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT YHE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE................................................................................ Inspector....................................................................................
J
No.-0.........----.. � I � � FEB.............................
w- e�-S
THE COMMONWEALTH OF MA SACHUSETT
BOARD OF HEALTH
jo.O..W- ;...........OF.........3 .t !1 '.-. ?.1'r
_N
Appliratiou for Dispati al Works ,Tolustrurtian ramit `4
Application is hereby made for a Permit to Construct (f ) or Repair.''( )-,In Individual Sewage Disposal
System at
Locat' .;,Ad dress or Lot No. r
owner Address
................... ° ... ..................................................................................................
� nstalier Address �� ��/(
UType of Building Size Lot...........................Sq. feet
Dwelling—No. of Bedrooms...............3..........
............_...Expansion Attic (Iv1) Garbage Grinder ( )
aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
Q' Other fixtures -------------------------------• .d - -•-...
-------------
W Design Flow........................�.1�...........gallons per person per day. Total daily flow..........................3.5. ....._gallons.
Septic —Liquid g ......_ Diameter---------------- Depth................
Disposal T enchLi u;o . dt Lent Total Leng hidth-_.._.... Total leaching area....................sq. ft.
Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
~' Percolation Test Results Performed by '�.' .._... .!' ` 3.; .._� � !"it'`� �I J Date........................................
Test Pit No. 1.____._.2____< minutes per inch Depth of Test Pit.................... Depth to ground water------------------------
rZ4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth,to ground water........................
.... ...r� ---'------ �. .... ----...5� ! G ..........................................
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 TTTLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issued by the board of health.
gI --------------------------------•-•-----•-•. -------- _..._
. i'' Date
Application Approved BY .------. :..:
> fie -------------------•--..._...---......----
Dat�
Application Disapproved for the f ollo�' g reasons: -..........
..-•------•----•-._..._-•-•....`•..-•----•-••-•••• --•-•-----••--------------•---•-----•-•------------•------------------ . --------...--------------------
Permit No� �-----•... . *.. � Issued. Jw"�a_
f 7
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
A.. `
,z. �J
(9rrtifirate of TuutpliFanrr
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ,j ) or Repaired ( }
by........
=-------------------------------------------------------------------------•---------......-----.....-----------.....---------------•--------------
q-�-------�--"'-----1- .................In{sllg
at_.............................................j ` r r_.t g G i s` e i :.. ...... r..3. q
p
has been installed in accordance with the provisions of TI 5 ' The State Sanitary Code as de�//scribe�d,-i� the
application for Disposal Works Construction Permit No. .. dated_...-- `...-{ 3 .-� ---
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT YHE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE......................... ...........-..................................... . Inspector...................................................................................
Z-A r, THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
V .
NO. ..................... FEE .. ..._.........
�i��ru� l urk� �un�trttrtiun rrmit
Permission is hereby granted...._ ........
. R------------------•---•-----------------•---------•--..........---•--..........------.
to Construct (< ) or Repair. ) an Individual Sewage Disposal System
rr �.�fi f c
at No.--- -U f-_ _..� _19 t 1;� ��t ..„ 1 -5 ' G s.
. ......... ......--Street -- . •••
as shown on the application for Disposal Works'Construction Permit Dated_._ � '_� ........... .:._._:...:.
�R ....... ........ t, .......
1 5 R
j V' Board of Health
-- .�...._.....f. „\.DATE---- -------- ...,�'. __ '`'"
FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS
Department of EnvironmF%ntal Management/Division of Water Resources '
r� WATER WELL COMPLETION REPORT
WELL LOCATION /t a
Address D /
City/Town M iJ22
G.S.Quadrangle Map
oa
Grid Location
Owner �IZ�"�'v1jDt21Al2�QV�O�/Y1Pr1� CAr�—
Address J6,0A-
WELL USE. CONSOLIDATED WELL
Domestic 4 Public ❑ Industrial ❑
Type of Water-bearing Rock
Other Water-bearing Zones
Method Drilled 1► From To
2) From To
Date Drilled 8-7 3) From To
4) From To
CASING Depth to Bedrock•
Length Diameter
Type Yo y/"c UNCONSOLIDATED WELL
STATIC WATER LEVEL Water-bearing Materials
Feet below land surface
4;r Sand: fine[:] medium❑ coarse'W
GG
Date measured a-3-- 97 Gravel: fine❑ medium❑ -coarse❑
Screen:
GRAVEL PACK WELL Slot*_/0 _length yf from 0 to k3
Yes ❑ No
Split Screen (or'2nd screen)
WATER QUALITY TESTS MADE Slot lenqth from to
Chemical ❑ Biological Depth To Bedrock
PUMP TEST
Drawdown feet after pumping days hours at GPM.
How measured Recovery feet after • hours.
LOG of FORMATIONS COMMENTS: (On well or water)
Materials From To
0
O /
DRILLER
�Q !- C�flora wen Drilling
� cb
3.a Firm \
Address P.O 430
a city So. Yarmouth, MR 02664
Registration No.
—
Operator's s ignature
-Please print firry y
CUS_T_OMER COPY eM-z s4-17e471
Log',Number:7075 Cotu`it Bottle # CLIFFORD Date: 8-7-87
g^R'►'sa BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT
SUPERIOR COURT HOUSE
V BARNSTABLE, MASSACHUSETTS 02630
o •
'SAS$ DRINKING WATER LABORATORY ANALYSIS PHONE: 362-2511
Ext. 337
Client: Greenbriar Devel . Corp. Collector: David Chappell
Mailing Address: Box 510 Affiliation: Well [bil1 .
ler
Centerville Time & Date
e e a of 8_5_87
Collection: �•00.-_p m
Telephone: Type of Supply: well
Sample Location: Lot 12 Biscayne Well Depth: 5el
Marstons Mills Date of Analysis: 2--5_27 12.00
PARAMETER SAMPLE RESULT RECOMMENDED LIMITS
Total Coliform Bacteria/100 ml 0 0
H 5.3
Conductivity (micromhos/cm) 54 500.0
Iron ( m) <.1 0.3
Nitrate-Nitrogen ( m) .2 10.0
Sodium ( m) 5 20.0
I . ___X_Water sample meets the recommended limits for drinking of all above tested parameters.
II . Based only on results of the parameters tested for this sample, the water is
suitable for drinking but may present the problems checked below:
A. Water sample has higher than average levels of Nitrate. Future monitoring is
recommended (2-3 times per year) to establish any upward trends.
B. The low pH of the water may shorten the useful life of the house's plumbi►-ig.
C. Water may present aesthetic problems (taste, odor, staining) due to
D. Water sample has high levels of sodium. Persons on low sodium diets should
consult their doctor.
III. Due to one or more of the reasons checked below, this water sample is unfit for
human consumption: A. High Bacteria B. High Nitrates
16 nstable County Health and Environmental
REMARKS:
Department shall not en o bY an one
interpretations or conclusions re ulfi nwithout written consent,
else concerning thes
CC: Barnstable Board of Health
CC: Clifford Well Drilling
117/85
Laboratory Director
Explanation of Test Results
Total Coliform Bacteria
Coliform bacteria are an indicator of the sanitary quality of a water supply. Water supplies may become
contaminated from malfunctioning septic systems, cesspools and surface runoff. A total coliform count of zero
indicates that your water supply is safe and approved for human consumption. A total coliform count of greater than
zero is most often the result of accidental contamination of the sample bottle through improper sampling methods.
For this reason, it would be advisable to retest any well water that is not approved.
pH
pH is the measure of acidity or alkalinitvof the water. On the pH scale, the number 7 is neutral,less than 7 is acidic
and more than 7 is alkaline. The pH of water on Cape Cod tends to be acidic in the range of 5.0 to 6.5.
Conductivity
Conductivity is a measure of the dissolved salts in solution. Amounts in excess of 500 rnicromhos/cm are generally
considered unacceptable and may have a laxative effect upon users.
Iron
The presence of iron in water in concentration of .3 ppm or greater may: give the water a bittersweet astringent
taste, cause an unpleasant odor, often gives the water a brownish color and cause staining of laundry and porcelain.
The average concentration of iron in Cape Cod's water is .2 - .6 ppm. Although the presence of iron in water n my
cause the problems listed above, it is not considered deleterious to health. Iron may be removed by use of an iron
removal system.
Nitrate-nitrogen
The Massachusetts Drinking Water'Regulations have set a maximum contaminant level for. nitrates at 10 ppm.
i an infant disease and have been suggested to form
Excessive concentrations may cause methemoglobtnem a ( ) go
potentially carcinogenic nitrosamines. Contamination sources include fertilizers, cesspools and industrial wastes.
Copper
Due to the acidic nature of the water on Cape Cod, copper tends to leach from pipes. This normally does not
present a health hazard; however, concentrations in excess of 1.0 ppm may cause a metallic taste and/or a
bluish-green stain on porcelain fixtures.
Sodium
A concentration of sodium over 20 ppm is only of concern to people who-are on a low sodium diet. If the water
sirpply,4as,p0-,re than 20 ppm sodium,it is up to the people who are on such a diet to find another source of drinking
ru r:,-
water.or-contact tbeir"doctor'to'determine if consuming the water is advisable. Concentrations exceeding 50 ppin
indicate that there niay be ocean-water,or road salt runoff water getting into the well.
I
SYSTEM PROFILE NOTES
LEGEND SYSTEM DESIGN:
ALL SYSTEM COMPONENTS SHALL BE
(NOT TO SCALE) MARKED WITH MAGNETIC TAPE OR 1. DATUM IS ASSUMED
99 _ EXISTING CONTOUR ACCESS COVERS TO WITHIN 6" OF FIN. GRADE COMPARABLE MEANS FOR FUTURE LOCATION.
GARBAGE DISPOSER IS NOT ALLOWED 2" PEASTONE OR GEOTEXTILE PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE 2. MUNICIPAL WATER IS EXISTING
X 9-9 EXIST. SPOT ELEV. \ TOP FOUND. EL. 93.5' FILTER FABRIC OVER STONE "
99 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT.
PROPOSED CONTOUR DESIGN FLOW: 3 BEDROOMS ® 110 GPD 330 GPD
USE A 330 GPD DESIGN FLOWIftEED
600K�5 �Q,
MINIMUM .75' OF COVER OVER PRECAST 29� SLOPE REQUIRE OVER SYSTEM 91.7'
�98 PRECAST H-10 PROP. TEE TO DBE IAASHO LOADING Lon
MFOR ALL PROPOSED PRECAST UNITS �e y
4] PROPOSED SPOT EL. RISERS (TYP.)
Locus o`�9 Pond
TH1 SEPTIC TANK: 330 GPD 2 = 660 20 0.96 4"OSCH40 PVC 2" DOUBLE PEASTONE 5. PIPE JOINTS TO BE MADE WATERTIGHT. ��
( ) PIPES LEVEL 1 ST 2' OR GEOTE�TILE FABRIC ,
TEST HOLE RE-USE EXISTING 1000 GAL. SEPTIC TANK** 88.7 0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH a
loll 14, 310 CMR 15.000 (TITLE V.) Salt Kettle
'Z= SLOPE OF GROUND TEE EXISTING TEE 89 5�*�' o0 00
LEACHING: SEPTIC TANK** v u c oo , oo Lone y'u/reby Rood
°°°°°°°°°°°°°° °° 88.2 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER .
GAS BAFFLE ° °o°o°o°o°o°o o° PURPOSE.
UTILITY POLE SIDES:2(30.4 +10.25) 1.85 (.74) = 111.3 GPD ° ° ° ° ° ° °
88.3T ° ° ° ° ° ° ° 88.2' oogo 000a
2 86.2'
FIRE HYDRANT BOTTOM 30.4 x 10.25 (.74) = 230 GPD
H-20 3050 INFILTRATORS 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. eb
0 0 0
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING O O O O 0 O O O c MIN. 6" SUMP
TOTAL: 461 S.F. 341.3 GPD 000000000000°0°o°O°0°o°c
On0„0„0„0„0 O� O'O„O„°"0' MIN. 12" INT. DIM. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED
USE (4) H 20 3050 INFILTRATORS, 6'1" CRUSHED STONE OR MECHANICAL 3/4 TO 1 1/2' DOUBLE WASHED STONE WITHOUT INSPECTION BY BOARD OF HEALTH AND
PERMISSION OBTAINED FROM BOARD OF HEALTH.
CIOMPACTION. (15.221 [2]) OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30.4' X 10.25 LOCUS MAP
WITH 1' STONE AT ENDS AND 3' AT SIDES 5 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
(8.1 % SLOPE) DIGSAFE (1-888-344-7233) AND VERIFYING THE
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES NOT TO SCALE
PRIOR TO COMMENCEMENT OF WORK.
*THE INSTALLER SHALL VERIFY THE
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
LOCATIONS OF ALL UTILITIES AND ALL ASSESSORS MAP 12 PARCEL 13-001
BUILDING SEWER OUTLETS AND MA BOTTOM TH-1 & THI-2 , REMOVED 5' BENEATH AND AROUND THE PROPOSED
ELEVATIONS PRIOR TO INSTALLING ANY APPROVED DATE BOARD OF HEALTH ' FOUNDATION EXIST. SEPTIC TANK 14' FACILITY
D' BOX 2' LEACHING NO GROUNDWATER FOUND 81 .2 LEACHING FACILITY.
PORTION OF SEPTIC SYSTEM
12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND
REMOVED OR PUMPED AND FILLED WITH CLEAN SAND.
WtT-ONN 1lt-50' of
**INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT
. 1000 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE WAPS&A"rROAD �azrat'osF,� LE^c.H�rrC, A( /�
WITH 1500 GALLON H-10 SEPTIC TANK IF NOT SUITABLE.
• 140.00'
P tx1 oO
co(-, L_6T
TEST HOLE LOGS
ENGINEER: DANIEL A. OJALA, PE, SE
WITNESS: DAVID STANTON, IRS
WC-L-L- DATE: MAY 27, 2010
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS P# 12923
00
LO
ELEV. ELEV.
off Q 91.7' 0„ 91 .7'
91 .7'
A A
LS LS
„ 10YR 3/2 „ 1OYR 3/2
< 12 12
B B
92.33 LS LS
I
10YR 6/6 10YR 6/6�8„ 88.5' 38" 88.5'
C C
PERC
91.77 M/CS M/CS
x 91.71
91. x 92.12
x 92.63
2.5Y 7/4 2.5Y 7/4
91.81
BENCH MARK - CORNER OF
CONIC. BULKHEAD EL. = s2.5 191, 10% GRAVEL 10% GRAVEL
x I 91.51 91.60 0.00 0 126" 81 .2' 126" 81 .2'
92 Cv
I 9 5 91.97 NO GROUNDWATER ENCOUNTERED
x 1.92
D 2 14" OAK 92.00)l
Ix 92.48 92
y o 07
� PAVED DRIVE x 92,24
EXIST. .2112' OAK
1 DWELL. DECK -.
I A 2 47 TOP FNDN. i \
$91.11 W = 93.5' 93.46 ` 0 92.08 \ `
o O� 14 OAK
m i o 92.53 92� TITLE5 SITE wimm"LAN
0 92.33 72
9� . x OF
� .23 W 92.1 1
C 190.92 x 91.56
m 16" DEAD P.PINE 20 BISCAYNE DRIVE
90.72 TH x tr�
13' 1 3MARSTONS MILLS
1 DECK O 91.71 �� 0125" OAK
1 ®� 3174" OAK PREPARED FOR
1 90.32 6" APPLE -- 3' BORTOLOTTI CONSTRUCTION/
\ x 91.37
x 91.12 CIPOLLINI
y \ LOT 27
44,556 t SF
x 91.27 MAY 30, 2010
p1
90�
\ 91.07 97 Scale: 1"= 20'
*89,63
�'CH OF MqS SN OFMgssq
X�8 89.48 9.48 ���`�� DANI>ELA9ctiGm_ ��oa DAANIEL o�G� 0 10 20 30 40 50 FEET
a (
\ 9� OJALA
, CIVIL
x 91.03 ` 0
502 off 508-362-4541
\ ® fax 508-362-9880
I
\ x S_3d-1Jo�.. N�E. NyG� �0 1�P,L oyG� downcape.com
CIVIL � OALA down cape engineering, Inc.
No.409 0 civil engineers
� •P i
X, "'6 Sre9' Sao ~ land surveyors
sumo 939 Main Street ( Rte 6A)
\ DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02575
*89.16
1 0-096
10-096.DWG
P
�c3 —w--f T—wrm:
-- -'
TOP O 0 FOUND. , 3��
SOIL TEST
DATE OF SOIL I T EST ..1 U N E 5 1191
CONCRETE WITNESSED_ BY , Qut rJ,n3
q 4 CLEAN SAND
SCH. 0 PyC PIPE PERCOLATION -RATE' < 2_
''..COVERS I MIN. INCH
MIN. PITCH /8 PER FT. r
OBSERVATION HOLE I OBSERVATION SERV TION - HOLE 2
CONCRETE
12 COVERS - 2 -
AVER OF ELEV. 71. 5 ELEV.a 1,4
f A
4 CAST IR N PIPE ;
0
R A 1/8 �- I/2 WASHED
f0 EQU L, - ,
STONE 4
., st h � 1
Z
FLAW LINE 1
7. Z _ ,Y.,.
EL MIN. r
/ Ark
--- r
20
7
EL 7 _17: LEVEL _
, B
EL, '7�n.
: _______ ,
7. 5 0
� , EL - .� N
7 7- a _
�__._., 0 • 4 0 � w WATER A ) a ! N -
� _3-'7 T EL aCa. WATER AT I A EL.
BOX 76 '�
.� �� a :.. _. ._ o
3 4 - 1 1
/ /2- oo
m
a w 0
Ot� C� AS - BOkL-T
• oo, M
j GALLON WASHED. STONE w po
o '7�.8 U v
� . o DESIGN CALCULATIONS
o r
SESEPTIC TANK EL.
, ,
PRECAST LEACHINGNUMBER OF BEDROOMS
_J
I
8AS N OR EQUIV. GARBAGE DISPOSAL UNIT N, A
6 DIAM.
- r � TOTAL ESTIMATED FLOW
PROFILE
r ( �GAL. BR./DAY 3 8R.) GAL./DAY
SEWAGE DISPOSAL SYSTEM z
REQUIRED SEPTIC TANK CAPACITY � GAL.
NOT TO SCALE
EQ �
ACTUAL F SEPTIC
TU L SIZE 0 SE T C TANK 1000 CAI.h:5Q M%0
LEACHING AREA REQUIREMENTS
- 5 E NG E
BOTTOM OF ;TEST HOLE OR USGS PROBABLE WATER TABLE EL.- �' �• L
' Y
1 - tit IOEWALL AREA 2 . 5 SAL./S.F.
� lZ
OBSERVED WATER TABLE ( / / ) EL. I� S
BOTTOM AREA ► . .GAL. S.F.
4
" �.. Q CHI CAPACITY BOTT M+ IDEWA GAL.
`. .�, LEACHING f 0 S L
� � 1_ X x
_ .. X 1. -t- CZ Y3.114'x,, x 14 x25
l
{ .
L EGEIND
CAPACITY E,Y RESERVELEACHING C CITY GAL
._.
SPOT ELEVATION —
.-- EXISTING:S 0 ELE 0 � H 1 r;r CAPA
— I~F
r
._- — --- EX I! CONTOUR 00 �G? - E G t 1 C _ ?T _ _ LI
,
f`
FINAL SPOT ELEVATION 00.
NOTES
e�
I _
._ FINAL CONTOUR
A WORKMANSHIP A' AT RI HA CONFORM'T QE .E.
�.. �. ,,: __ � I. ALL, WOR NS P NO M E ALS SHALL0 Q
�*
b'1 T _
_ ,�-' S i TE T LOCA ION
tits E. AID Tt� Tf�Mllf Pi��A SL
_.
-o-
, --.. UTILITY PC`f ,: ,
RE�U ATI FOR
J � REGULATIONS 0 THE SUBSURFACE DISPOSAL A
m OS OF SEWAGE.
.
/ X .� T ---
_ �.. _- ., TOWN WATER W W....� .. _ 0 N E
2.
♦ ALL COVER TSANITARY - UNITS S 0 SHALL' 8E BROUGHT TO
_ � CATCH BASIN
�.
_ .
WITHIN 12 F
N 0 FINISHED GRADE
s01-
/
{v. �
3.
, \ EXISTING AND FINAL GRADE H
S SHALL REMAIN ESSENTIALLY THE SAME.
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ALL COMPONENT f T-3- S 0 HE" SANITARY .SYSTEM SHAH BE CAPABLE
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REQUIRED SEPTIC TANK CAPACITY
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FINAL C ONTOUR
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.0.E.
SOIL TEST LOCATION
ITLE 5 AND THE TOWN OF L7 RULES AND
T
-UTILITY POLE
-ATIONS FOR THE—SUBSURFACE DISPOSAL OF -SEWAGE.
REGUL
W
TOWN WATER ,
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
CATCH BASIN
WITHIN OF FINISHED GRADE
3. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME-.
S OF THE SANITARY SYSTEM SHALL BE CAPABLE
10 LOADING UNLESS THEY ARE UNDER OR
OF WITHSTANDING H
LOADING
MJIN+ FRONT SETBACK 3;C) SHALL BE USED UNDER OR WITHIN 10 FT OF DRIVES OR PARKING.
WITHIN 10 FT OF DRIVES OR PARKING AREAS. H
5. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE
MIN, SIDE ETBACK SHALL BE MORTARED IN PLACE.
S
6. NO DETERMINATION HAS BEEN MADE, AS TO COMPLIANCE, WITH
DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT ISTO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
: BOARD OF HEALTH
1-7
DAT E AGENT
PROJECT LOCATION,
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Illy
APPLICANT,
12,
14-3--S-8
L e e
vy, Eldr dge & Wagner Associates Inc.
Engineers Landscape Architects Planners Land Surveyors
889 West Main Street
C
enterville Mo. 02632
Z C)N r
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8 NO.
SHEET OF
LOCATION MAP