HomeMy WebLinkAbout0086 CEDAR STREET - Health (2) 86 Cedar Street
West Barnstable
A= 130-011
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4
Town of Barnstable
Barnstable
Board of Health AlAmMoCity
' '" r �' ' .200 Main Street, Hyannis MA 02601
16yg. ��� 2007
fa t�xa°
Office: 508-862-4644 Wayne Miller,M.D.
FAX: 508-790-6304 Paul Canniff,D.M.D.
Junichi Sawayanagi
February 20, 2013
Mr. John Schnaible R.S.
Coastal Engineering
260 Cranberry Highway
Orleans, MA 02653
RE 86 Cedar.Street, West Barnstable . A = 130=011,
c Dear Mr. Schnaible,
You are granted conditional variances on behalf of your client, Priscilla Leclerc,
to construct an onsite sewage disposal system at 86 Cedar Street, West
Barnstable. The variances granted are as follows:
Section 397-8 (E) (1) of the Town of Barnstable Code: To install a soil
absorption system 139 feet away from an onsite private well, in lieu of
the minimum 150 feet separation distance required.
Section 397-8 (E) (1) of the Town of Barnstable Code: To install the septic j
tank 58 feet away from an onsite private well, in lieu of the minimum
100 feet separation distance required.
Section 397-8 (E) (1) of the Town of Barnstable Code: To install the future
reserve area for the soil absorption system 129 feet away from an
onsite private well, in lieu of the minimum 150 feet separation distance
required.
These variances are granted with the following conditions:
(1) Revised engineering plans shall be provided by the designing sanitarian
listing all of the variances requested.-
� I
Q:\WPFILES\VariancesGrantedSchaible86CedarStreetWestBamstable.doc
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(2) A monolithic tank shall be installed and an abandonment permit shall be
obtained to prior to abandonment of the existing cesspool.
(3) No more than four (4) bedrooms are authorized at this property. Dens,
study rooms, offices, finished attics, sleeping lofts, and similar-type rooms
are considered "bedrooms" according to the MA Department of
Environmental Protection.
(4) The applicant shall record a properly worded deed restriction, signed by
the owner of the property, at the Barnstable County Registry of Deeds
restricting the property to four bedrooms maximum. A copy of the
recorded deed restriction shall be submitted to the Health Agent prior to
obtaining a disposal works construction permit.
(5) The onsite well water shall be tested for "routine well analysis" which
includes coliform bacteria, pH, conductivity, iron, copper, sodium, and
nitrate. The analysis shall be conducted in two years, from the date of the
variance decision of the Board of Health (on or about January 15, 2015).
(6) The septic system shall be installed.in strict accordance with the revised
engineered plans.
(7) The designing registered sanitarian shall supervise the construction of the
onsite sewage disposal system and shall certify in writing to the Board of
Health that the system was installed in substantial compliance with the
revised engineered plans.
These variances are granted because the proposed plan appears to meet the
maximum feasible design standards contained within the State Environmental
Code, Title 5 and local Health Regulations. The registered sanitarian designed
the septic system to be located in an area to.attempt to maximize setbacks to the
onsite private well.
i
Sincerhy yours
i
F
Wayne iller, M.D.
Chair an
Q:\W PFILES\V ariancesGrantedSchaible86CedarStreetW estBamstable.doc
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OF SHE Tp� DATE:
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* BARNS SABLE, • ^
.9 MASS.
Q� 1639- REC. BY
pPf°Maya Town of Barnstable
S CHED. DATE: 05/0
Board of Health
200 Main Street, Hyannis MA 02601
Office: 508-862-4644 Wayne A.Miller,M.D.
FAX: 508-790-6304 Junichi Sawayanagi
Paul J.Canniff,D.M.D.
VARIANCE REQUEST FORM
LOCATION �A1
Property Address: Cedar j� ►/ ee5f &arnS,�G,ble
Assessor's Map and Parcel Number: 130 Olt Size of Lot: 2,5acres• too q00 5 ,&,--
Wetlands Within 300 Ft. Yes Business Name:
NO Subdivision Name:
APPLICANT'S NAME: 16 44UII 14,1 a�isl.' L �-- du, Phone �0 / r i I
r I � F� ���(P-/ I
Did the ov rmer of the property authorize you to"revresent him or her? Yes ✓ No
PROPERTY OWNER'S NAME CONTACT PERSON
Name: I. f"i-,cilia Iy, LeGferG Name: Crt:c:L M, Lc_6er&
Address:eKo Cedar Sf, West Szrns-,6k MA Address: f., Wcsf 1✓,,vtis-k6L WA
02:GG rj 0-z GAG 1?
Phone: 5Qg-- 3(o,9_'(0 000 Phone: t�708-- 36a-- 4,OCO er U 9-36 7- 312i'0
L�
VARIANCE FROM REGULATION(List Reg.) ' REASON FOR VARIANCE(May attach if more space needed)
fam;. &-dc, 32 7 e 8 —��
are E l 5- Fkovr '90-TIC- TAN lC
NATURE OF'WORK: House Addition�, House Renovation El Repair of Failed Septic System
Checklist (to be completed by.offrce staff-person receiving variance request,application)
Please submit copies in 4 separate completed sets.
Four(4)copies of the completed variance request form
_ Four(4)copies of engineered plan submitted(e.g.septic system plans)
Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian
Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)
Signed letter stating that the property owner authorised you to represent him/her for this request
Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense
(for Title V and/or local sewage regulation variances only)
Full menu submitted(for grease trap variance requests only)
Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only],
butside dining variance renewals[same owner/lessee only],and variances to repair failed sewage disposal systems[only if no expansion to the
building proposed])
Variance request submitted at least 15 days prior to meeting date
VARIANCE APPROVED Wayne Miller,Chairman
NOT APPROVED •lunichi Sawayanagi
REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D.
C:.\cache\^emporary Internet Files\OLKAE\VARIREQ.DOC
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Page: 1 of 1
CERTIFICATE OF ANALYSIS
Barnstable County Health Laboratory (M-MA009)
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Report Prepared For: Report Dated: 1/3/2013
Pricilla N.. Leclerc Order No.: G1272100
86 Cedar.St.
West Barnstable, MA 02668
Laboratory ID#: 1272100-01 Description: Water-Drinking Water
Sample#: Sample Location: 86 Cedar St.West Barnstable, MA Collected: 12/27/2012
Collected by: P. Leclerc Map 130 Parcel 011 Received: 12/27/2012
Routine
ITEM RESULT UNITS RL MCL METHOD# TESTED
Nitrate as Nitrogen 0.20 mg/L 0.10 10 EPA 300.0 12/27/2012
Copper 0.16 mg/L 0.10 1.3 SM 3111 B 1/2/2013
Iron 0.26 mg/L 0.10 0.3 SM 3111E 1/2/2013
PH 6 7 PH AT 25C NA 6.5-8.5 SM 4500-H-13 12/27/2012
Sodium 50 mg/L 2.5 20 SM 3111E 1/2/2013
Total Coliform Absent PIA 0 0 SM9223 12/27/2012
Conductance 300 umohs/cm 2.0 EPA 120.1 12/27/2012
Sodium level is above the maxium contaminant level. Those on a low sodium diet may wish to concult a physician. _
- By:
.Attached please find the laboratory certified parameter list. Approved
(Lab Director)
ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level
Superior Court House, PO: Box 427, Barnstable, MA 02630 Ph: 508-375-6605
Priscilla N. Leclerc
86 Cedar Street
West Barnstable,MA
December 11, 2012
Town of Barnstable
Board of Health
200 Main Street
Hyannis,MA 02601
Dear Sir:
I hereby authorize John Schnaible of Coastal Engineering to represent me at the Board of Health
meeting on January 15, 2013, in my request for a variance.
Sincerely,
VZisciilla N. Le lerc
COASTAL
ENGINEERING
COMPANY, INC. TRANSMITTAL
260 Cranberry Highway,Orleans, MA 02653
508.255.6511 a Fax 508.255.6700 a coastalengineeringcompany.com
To: Town of Barnstable Date: 10/26/12 Project No. C17796.00
Board of Health
200 Main Street Via: ®1st Class.Mail ❑Pick up ❑Delivery❑Fed Ex
Hyannis, MA 02601 Phone: 508-862-4644
Fax: 508-790-6304
Subject: Priscilla Leclerc
86 Cedar Street
West Barnstable, MA
❑ Plans ❑ Copy of Letter ❑ Specifications ® Other
We are sending the following items:
Co ies Date No. Description
1 10-23-12 13770 Soil Suitability Assessment for Sewage Disposal
These are transmitted as checked below:
❑for approval ®for your use ❑as requested ❑for review & comment ❑
Remarks:
By: John G. Schnaible, R.S.
Cc: Priscilla Leclerc
.-J GS/vsw
NOTE: IF ENCLOSURES ARE NOT AS NOTED, PLEASE CONTACT US AT (508) 255-6511.
r
Town of Barnstable P# 3 720
Department of Regulatory Services
BAB.YSTABM • Public Health Division Date U /D
bLASs.
1639. � 200 Main Street,Hyannis MA 02601
rE0 MAy�
Date Scheduled__z D a - �c _Time Fee Pd.��
it Suit`ability Assessment for Sewag isposal
Performed By: Witnessed By: � /
LOCATION&&;.GENERAL INFORMATION
Location Address G ADZ �..��,A0e,� Owner's,Name t�7�
13�J ``� 1f10.�l 1•AD�' Address 5 A M 6 45"V(,D_",r I d LJ
Assessor's Map/Parcel: 1.030 I` Engineer's Name G'oA5TA L 0�� ^.
NEW CONSTRUCTION REPAIR Telephone#
Land Use �C_J �� '��A Slopes(%) — Surface Stones YE-5
Distances from: Open Water Body _ft Possible Wet Area /�d ft Drinking Water Well f OQ 4 ft
Drainage Way too+ ft Property Line 1"j —3 b% ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes.&perc tests,locate wetlands in proximity to holes)
�✓ dui
.01
Pro
Par ent material(geologic Depth to Bedrock
Depth to Groundwater: Standing Water in Hole: �1�sy ' Weeping from Pit Face (�
Estimated Seasonal High Groundwater lh D
Jr. DETERMINATION FOR SEASONAL.HIGH WATER TABLE A
Method Used:
Depth Observed standing in obs.hole.:`. in. Depth to soil mottles: in.
Depth to weeping from side of obs.hole:) in. Groundwater Adjustment ft.
Index Well# Reading Date: Index Well level Adj.factor. Adj.Groundwater Level_
:r
AD
PERCOLATION'TEST Hare 0 L Time 3
Observation
Hole# _ Time at 9'.'
Depth of Perc -z- -7 8 tk Time at 6"
Start Pre-soak Time @ Time(9"-6")
End Pre-soak Y"N� AX" tV '13
Rate Min./Inch L 2
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/I)
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 Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistent %Gravel
DEE R.. BSERVATION HOLE LOG,._ Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistent %Gravel
�6RH IL
J k l� C, i Kit,
DEEP: BSERVATI N.HQLR LOG Hole'#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Gravel)
A � pk-kn
DEEP OBSERVATION HOLE LOG . H®le
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistent %Gravel
PAD
Flood Insurance Rate Man: '
Above 500 year flood boundary No_ Yes o ` T,VL
Within 500 year boundary No A Yes
Within 100 year flood boundary NoX4 Yes
Depth of Naturally OccurrinE Pervious Material `
Does at least four feet of naturally occurring perviolisimatenal exist in all areas observed throughout the S��Q�
area proposed for the soil absorption system? t5
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on \ !1 (date)I have passed the soil evaluator examination approved by the
Department of Environmental otec ion d t t the above analysis was performed by me consistent with
the required training,expertise nd xp ence scribed in 310 CMR 15.0i17.
Signature` ._...,_. Date
Q:\SEPTIC\PERCFORM.DOC
'TRANS.NO.: ex -
CITY/TOWN: �� �-�� f� l.l✓, `�O�`�` �7
APPLICANT: cI
ADDRESS: ^'y tob�QE�- lc
DESIGN]FLOW: 4qo �J gpd
REVIEWED BY: �06-OWFtiW--zlZ— (Z,S . DATE: --[.,
N/A OIL NO
Yi'sS_'t:d:::-:.:iL!_y:'9i.t:n".4-L=tr..Yja.•"._p.-_mow«...........r.....�.___=�'��=--=_'.__'�.
��r"�•-.....,.___�-,�-.,�,.;.�;�,u {=���:.��`_��r•-��ern�=:==�� -��--�:.r_�:�:�--lsc-:.+..;,_.:--�:�::E�:v=;:-';
Legal boundaries denoted 310 CMR 15.220(4)(a
Street,Lot, tax parcel number and lot number noted on plan [310
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 15.2270 4)(b)
System located totally on lot served[310 CMR 15.405(1)(a)for
upgrades]-f not, a variance is required 310 CMR 15.412(4
Location of impervious surfaces (driveways,parking 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)(e)
System Calculations 310 CMR 15.220(4)(f)
daily flow
septic tank capacity (required andprovided)
soil absorption system(required andprovided)
whether system designed for garbage grindei
North arrow 310 CMR 15.220(4)( )
Existing and ro osed contours 310 CMR 15.220(4)(
Location and log of deep observation holes (existing grade el. on
each test) 310 CMR 15.220(4)(h) k
Names of soil evaluator and BOH representative [310 CMR
15.220(4)(b)and(i)
Location and date of percolation tests(performed at proper
elevation?) 310 CMR 15.220(4)(i)
Percolation test results match loading rate? 310 CMR 15.242
Certification statement by Soil Evaluator 310 CMR 15.220(4)0)] x
Observed and Adjusted groundwater,(method for adjustment f
given or indicated) [310 CMR 15.103(3) and 310 CNM
15.220(4)(n)
ti
Address � ,��iL-����jll` Sheet 1 of
r
N/A OIL 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
within 250 feet of the pro osed system location in the case j
within 150 feet of the proposed system location in the case
of private water supp!Y wells
Location of all surface wate=s and wetlands located tip to 100 ft.
beyond setbacks listed in 310 CMR 15.211 and any catch basins SC
located within 50 ft. 310 CUR 15.220 4 1
Water lines and other subsurface utilities located [310 CMR ,J
15.220(4}(m) if water line:,-ross see 310 CMR 15.211(1)[1 J`
Profile of system showing invert elevations of all system
components and the bottom of the SAS 310 CMR15.220(4)(o)] ?�f
Stamp of designer 310 CMR 15.220 1 and 310 CMR 15,220(2)]
Stamp of Registered Land Surveyor(required if construction N
activities within 51 of lot line) 1310 CMR 15.220(3)
Test Holes adequate(two in each of the primary and reserve
unless trenches as permitted=n 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)1
Test Holes adequate to confirm adequate groundwater separation?
310 CMR 15.103(3) k
Benchmark within 50-75' of system 310 CMR 15.220(4)( )]
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 l(b ` .
Address 6D Afi" � W v �� Sheet 2 of 7
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_ N/A OK NO
c;� _ -, 4`'�t�`��....i'�+��L.Y��.3J.�"-`,,,,''yli=�ii:c�'+,`.t`r'_-'"°iivfF;..J �Ty;s�tiSL`�,'Y:; ...n"",�..��t.�,�:1,_..._.?�'y':ii r,•r..i �ri.:..-,._
.U3��C��rT:.t�:14\ll"-,<z';a:r_^..r,.w'•``ram_;_.._.- �'t�,.c_n�n�:.�x=_;r ,x32'��ry' L."7"�L��r�+�==o.`:��_rth�'r��i=.n. �:n=i���i:==��=ss`_
^'� -^-�'� +,.,__ _ —Sx-_, �ilyi--Is'c�.yJ�+�.sc"=r���SIT'i�:�'.f�:isr".,L•i-`_'-..�...«i>.i�'•--�.. -_
Size OK? 310 CMR 15.223 I h �(
Met 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) X
Note regarding installation on stable compacted base[310 CMR k
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)
Minimum cover 9" (Tauks 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)
Three access covers (inlet and outlet must be 20" or greater) -
middle access at least 8" (b 7/07) 310 CMR 15.228(2
Access to within 6 " of grade -one port for systems<I 000gpd,
two fors stems>1000 gpd 310 CMR 15.228(2)
All at-grade covers secured to unauthorized access? [310 CMR
15.228(2)]
X
> 10 ft from building foundation 310 CMR 15.211(l)
Buoyancy calculation Required/Done 310 CMR 15.221(8) X
H-20 Where appropriate? 310 CMR 15.226(3)
Setbacks from resources [310 CMR 15.211
. .,. _.._._-.,moo:.�i::a: �, ,�:-y_�s:--:-•-- -._....._.�; _ _ ... - _ _ -- - -
Mu1fi
Required when other than single-family dwelling or flaw>1000
d 310 CMR 15.223(1)(b)
First compartment 200%daily flow; Second compartment 100%
daily flow f310 CMR 15.224 2 and(3
"U"pipe through or over baffle,outlet of each compartment with
as baffle or approved filter 310 CMR 15.224(4)
Address f��-- � � �1���-� 1`J V� Sheet 3 of 7
N/A OK NO
c ..._.-_` -.;" ,• J'".t u ir. F �'i-sti.:i r�. .if��e:F_,;s'=''i';��t:"-�": � �'iri?.,,'�..-^r'u.: e -"'�l'ti
w' G SE 'VER- Q;T) R?IP GT ,fir�..: k '�'--:__V-3�=�,
•s�.I"df�....x�.T•c:+aa='^„a.T-_-,:�
Located at least ten feet from any water line? [310 CMR
15.222 2
Disposal piping at least 18" below water line(when water and
sewer cross,see 310 CMR 15.21l(1) I ) J
Cleanouts re uired/ rovided? 310 CMR 15.222(8)] -
Thrust blocks specified in force mains?310 CMR 15.221(6)(c)]
Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable
310 CMR 15.222(6)] }`
Proper pitch on all runs?(.005 within gravity-distributed trenches
and beds) [310 CMR 15.251(9)and 3.10 CMR 15.252(2)(c
Si honproblem/(leachfield below pump chamber)
Endca s or vent manifoldspecified? '
Size and orientation of discharge holes specified? (not smaller
than 3/8" not larger than 5/8") [310 CUR 15.251(8)and 310
CMR-I5.252 2
Materials specified (310 CMR 15.251(5) specifies various pipe
types allowed
I g F)
.� �y�,,;µ ����T^.-��y •cam y'�sm.--�==
� - GR.'�L 11ii�tig ..._�•ii:��_.:r�.'•_-t—�••.�_^.�`I�L'y.[rs� r."•clttn�i�..k. Tici t'IFiF..t^v^r._ YC'L-�.�+b�lSY�au�vG:
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)]
'Z(
Minimum sum 6" 310 CMR15.232(3)(e) Y,
Watertight cover if<2000gpd);waterproof manhole if>2000gpd
310 CMR 15232(3)(d x
_._4_.4....,�,._.......;r....e...............��>"�.-=�^�=F-a-��rr_,�g.i2r._:. �L.,.,..ri[�.—`: f.^{:"��i�r`tT+,t...i�=c3::liiiti'.-.�r.:..u�• x'._
3i�G "' 'rfn^. _3 ", r i7 Y` i._.�,�1s�3 .::.i,'•�= !i.
�J;;l•T,,,. 'ff4J.')R j'+7_':.u'«.... sutid' �a,C53�a.�-T1s.' F.'L_-'.C--"y"si .r "s;rl� �.TI�- i' ect ''��" �-.,s^.�U1, cTi,�.sr _rr
Capacity(emergency storage above working=design flow)? [310
CMR 231(2)
Proper setbacks 310 CMR 15.211 same as septic tanks )e
Watertight 20-in minium access manhole at least 20"MUST BE
TO GRADE 310 CMR 15.231(5)] �(
Service components accessible(not too deep with piping,
disconnects accessible
.Alarm floats-alarm on circuit separate from pumps specified? fit;
Exceeds two units must have two pumps operating in lead-lag
NA
mode. 310 CMR 15.231 6 and 8
Stable Compacted Base 310 CMR 15.221(2) - �G
Buoyancy calculations needed?Provided? 310 CMR 15.221 8
Address_ Sheet 4 of 7
N/A OK NO
Calculations correct?
4 feet of naturally occurring material demonstrated? [310 CMR
15.240 1
Required separation togroundwater? 310 CMR 15.212)
Aggregate specified as double washed 310 CMR 15.247Q] X
System Venting required/provided?(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 15.21](1)[4] and
Guidance Document
T.. _....; .... . - - - --
N IQ
M- -�
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 tograde) 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 s .ft. 310 CMR 15.253 6)
Width 2'minimum 3'maximum 310 CMR 15.251(1)(b) 1(
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) X
Situated along contours [310 CMR 15.25](2)
Breakout OK? 310 CMR 15.211(l)[41 and Guidance Document
' �S
... XIII1�lfi�5�17��,.of�bed �.—
minimum 2 distribution lines 310 CMR 15.252(2)(a)]
Maximum se aration between lines 6' 310 CM RI5.252(2)(d
Maximum separation between lines and outside of bed 4' [310
CMR 15.252(2)(c)]
Aggregate depth below discharge pipes 6"minimum, 12"
maximum. 310 CMR 15.252{2){ )
Separation between beds 10'minimum. 310 CMR 15.252(2)(f)
Bottom area used in calculations only 310 CMR 15.252(2)(i
Address g COAT` �- y� �� �}������ Sheet 5 of 7
N/A OK NO
DA MOT_�1,. ;"ft�_', f` J
_ "1. a.^es rot !i'..:1'.".. IT-• Jc;.:.1::=C• .:_._..'LJ. , r�
_ ,.0 -- ,;r7'x .ms'�.�F+'as .-�� ..:��'�e_i-.'<Jx�.�:•ai.;'�_•'r:.r�::1:59.�_.�jG
Pressure Dosed System ? Provided pump and piping
calculations as required 31 Q CMR 15.220(4)(r)]
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
(>2000 dgood to note on lan 310 CMR 15.254(2)(d
Construction in fill -Did the plan specify that the fill shall meet
the specification of 310 CMR 15.255 3 ?
Impervious barrier and/or retaining wall? Guidance Document u
Impervious barrier installation must be supervised by
designer 310 CMR 15.255 2
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)] 7?
Breakout requirements met? [310 CUR 15.252(2) and
Guidance Document
At least 5 ft. from impervious barrier to edge of SAS (10 ft.
recommended) [310 CUR.15-255 2 e
Grave ess=•- to•� ,;��A r��al� er ��;_�_ =��;��; =�:<;�;;,�E �:;:-- - -
Check DEP Approval letters for credits and design_ conditions .
If used with pressure dosing do not allow pressure discharge
to scour soil interface
-� ;�-�,.�J;=^. :�r.��s�`=;..��-��;���,,,.,•�:__�� �-art-;�.
�_-
S tt: rova -etiers ,�:r:-�� �._ _.�:��. _ �..„.:--��•�;
.__.._-_...__..rr._.r.*.v. iv.nT. 1..� :...•.��i:...^. .o-.:..:.4:.:.v-r._c.s....�.. J,...:�c:'.:�:...T.J�O.....�•....f ..r. .!_-r:.4t:^_-_'Ri��.:�:_..__.......�--=L-.i-T-t=�3:�._��
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 a licant submitted a copy of a maintenance
L�.QrJe_x __ y ^"k'tL'•F y'.,1 ''�dS��Fs�Efs�S'�iP._Tye`_.Ja'+`'�c..5�._r���L"�i'.•f't i.J�{Y,'�(
4:;>>i= ' �'..il�.Tiil_'rru'u Tax—+xr_f:rL-at?:nAaws•-, -'7K8.e-_
Are the variances listed on the plan? [310 CMR 15.220
(4)(
RLS Stamp necessary on plan if a component is within five
feet of roe line 310 CMR 15.412 4
New construction or increased flow proposed-[Refer to 310
CMR.15.414
Address � d�r� �`�� � �'��q�S Sheet 6 of 7
i V
N/A OK NO
���:.�rr.:_�-�.��-�:2---�:��,��w�3,�::�•-�.-a��:,�ram.�:.�.-. ti.:;�•--•cysl,.,U.. 0 E...n...• IIS�Itl1► .l..z_f we,t.1S..e:Y.e 3::t�-:'t i.S+n=�7uta.S'F.��.���'rs�;4_. =.Swl iA==n:;,r .._�:.�Kr T�� r1�1 __..�_ r M M M
Is the system in a Designated Nitrogen Sensitive Area(Zone 11 for
a public supply well)? [310 CMR 15.214,310 CMR 15.215 and
310 CMR 15.216-also refer to Policy regarding upgrades of such
existin s stems
Is the system proposed on the same lot as served by private well?
310 CMR 15.214(2
Are the nitrogen loads proposed in compliance? [310 CMR \,
15.216(1 x•
...i C.. T.�•
fry S 7
_.xTSC /Y7tEDL�rvsnr- = �+ ; ,20s�,i y ',zM �• '�1sx _ �
Pumping to se tic tank? 310 CMR 15.229
Shared System [310 CMR 15.290
Address �� W v�/ j L ' Sheet 7 of 7
i
�326 _
a
o. mil Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in comp' t r:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
implication for Vsposal *pstrm Construction Vrrmit
Application for a Permit to Construct , Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.
� " B p ► �' Owner's Name,Address,and Tel.No. �_c3- 36 a 600�'
Assessor's Ma?Wcel k -Alf +� �'" j SCj 7f L i®C L r�
Installer's N e,Address,and Tel.No. Designer's N e,Address,and Tel.No.
lS / �P1�TSCbns� S��� � Gam J ,� Cdc
n.
Type of Building:
Dwelling No.of Bedrooms �Mt
g�J�'� % Size � � / Garbage Grinder
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 4 40 G PP DI aoy d Design flow provided 1 S oa �li+� /-�� j gpd
Plan Date I I I 1 Number of sheets Revision Date
Title
Size of Septic Tank /J00 Type of S.A.S. 4d
Description of Soil S.0e 56,')
Nature of Repairs or Alterations(Answer when applicable) ��„o � SL ' l�,apc�c�i-�5% )r,kl,,OA, t�e�e�f/ilyDO A4,
a-0 D M
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 syste in operation until a Certificate of
Compliance has been issued by this Board of Health. _
Signed Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. ( — Date Issued
--. �
T.
_ e
Fee
THE COMMONWEALTH OF°MASS4CHUSETTS Entered in co.'' €r:
Yk
PUBLIC- HEALTH DIVISION -TOWN OBARNSTABLE, MASSACHUSETTS
- A 2pplitation for onstruction Permit
Application for a Permit to Construct( Repair( )t Upgrade ) Abalvon( ',) A❑Complete System ❑Individual Components
Location Address or Lot No. n�1JS r S Owner's Name;Address,and Tel.No. SG 3�J c� /�f
Assess is Ma��a°rcel L"L'RS}.• 3I(h Sm J)`f 11
J s�, �/ L'r°C L �o� t!' t0
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
I�t1fS ��o r�:s��Sr?0 j a� �� �Gs� �
Type of Building:
r
qC �
Dwelling No.of Bedrooms 3 �Ml Size s Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 4 40 G fir X -IOU c pd Design flow provided 1 S y0 aC lip, 1�i h �i gpd
Plan Date 1 I j 1 Number of sheets Revision Date
Title
E r,•,,. `' Size of Septic Tank I'o c) Type of S.A.S. L40 `j_ X � S L
Description of Soil
1 J
I
Nature of Repairs or Alterations Answer when applicable) pp
,mow•'
D
Date last inspected:
Agreement:
f
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
i 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 ealth.
si
Signed Date
't
'E Application Approved by 2 o? f', - �4? , t Date
f Application Disapproved by Date 5
for the following reasons
f ,r
f
jt, ,ary'
i - Permit No. 6 I „'" 7 Date Issued
i
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(tl< '' Repaired( ) Upgraded( )
4 J .
Abandoned( )by
at $" C��f S jr-4-e�` . (A, i f `n5.�li has been constructed in accordance
? ll
with the provisions of Title 5 and the for Disposal System Construction Permit No. ��� ' ted 17�
Installer I z I I i 5 GJ ry T),e t-S, Co nS:� Designer 0 &s, -
i #bedrooms 3+ 1 Approved design flow o v � an
The issuance of this permits all not be construed as a guarantee that the sy t m will m d signed.
l
Date (� / Insp ctor
------------------------------------------------------------------------------------------------------------------------------------------
No. d 4 o2-CD —Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
i
�isposal .pstem Construction permit
Permission is hereby granted to Construct( t_y- Repair( ) Upgrade(_�) Abandon( )
System located at 8_(0 C.Odor S '�-� ( P93 �'Jyr^ S /S�(� �► 5
and as described in'the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply 11with
Title 5 and the following local provisions or special conditions.
i
Provided:C nstruction must be completed within three years,of the date of this permit.
Date i' Approved by�/�-�------
i
i
a
Town of Barnstable
Regulatory Services
Thomas F. Geiler,Director
swRxsrns�.
. Public Health Division
'hbQ1� Thomas McKean,Director
200 Main Street, Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Date: a- X1- 13 Sewage Permit#,�pl 3— Q'OAssessor's Map/Parcel 1 C 1
Installer& Designer Certification Form
Designer: Installer: )5-/_ Tj(2a 1 a �Q 1ti'
Address: A l �'at�J �'�! `� 1►� Address: �ti G�ii,,oyZ.�S� ;
Q,�fc ►LI, a13 V OLZIW pow;fxp�
On '� �j d5 , was issued a permit to install a
( ate (installer)
septic system at 4 1A+R900ased on a design drawn by
(ad ress)
h1. dated_
(designer)..
I certify that the ptic system referenced above was installed substantially according to
the design, whic 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
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. Stripout(if required) was inspected and the soils
were found satisfactory.
OF MASS9cti
JOHN G. am
ns aller's Sign ture) o SCHNAIBLE
r to No.1017 " Z
SIAN TARk
(De er's gna (Affix 's Stamp Here)
PLEASE TURN TO BARNSTABLE 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.
j�
q:\office forms\designercertification fonn.doc
S
2 e7313 C.
Deed Restriction
WHERAS,Priscilla N. Leclerc of 86 Cedar Street, West Barnstable,Massachusetts, is the owner
of 86 Cedar Street at West Barnstable,Massachusetts,hereinafter referred to as lot, and being
shown on a plan entitled"Subdivision Plan of Land in West Barnstable Mass as Surveyed for
Kenneth M. &Ruth E. Bailey", drawn by George Low& Company, dated May 1976, and
recorded in the Barnstable County Registry of Deeds Plan Book 305,page 33.
WHERAS,the owner of said lot will upgrade the lot with a new septic system in compliance
with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the
Subsurface Disposal of Sanitary Sewage;
And WHERAS,the owner has agreed with the Town of Barnstable Board of Health, as a pre-
condition to granting a disposal works construction permit for a septic system in compliance with
a variance from the Town's Board of Health requirements for the Subsurface Disposal of
Sanitary Sewage,the Town's Board of Health is requiring that the agreement for a restriction to
four(4)bedrooms on any further improvements or additions to the existing residence on the lot
be put on record with the Barnstable County Registry of Deeds by recording this document,
NOW, THEREFORE,Priscilla N. Leclerc(owner) does hereby place the following restriction on
her above referenced land in accordance with the Town of Barnstable Board of Health,which
restriction shall run with the land and be binding upon all successors in title:
1. 86 Cedar Street, West Barnstable,MA,may have a residence with no more than four(4)
bedrooms. Priscilla N. Leclerc (owner) agrees that this shall be a permanent deed restriction
affecting 86 Cedar Street in West Barnstable, MA, and being shown of the plan recorded in Plan
Book 305, Page 33.
For title of 86 Cedar Street see the following deed: Book 26381,Page 42.
Executed as a sealed instrument on this /8 day of January 2013.
Owner's signature
Commonwealth of Massachusetts
BARNSTABLE, ss
2013
Then personally appeared the above-named Priscilla N. Leclerc
Known to me to be the person who executed the foregoing instrument and
acknowledged the same to be hQ.v- free act and deed,before me,
ti
Notary Public r Po
My commission expires: i'7 t - '`
(date) , .
BARNSTABLE REGISTRY OF DEEDS
r
Town of Barnstable P# /3 2;0
�p� o Department of Regulatory Services
. BABNSTABM Public Health Division Date
1
639. �o� 200 Main Street,Hyannis MA 02601
f0 MA'1�
Date Scheduled A:;.-Time /C.) Fee Pd. �®
it Suitability Assessment for Sew �isposalPerformed By: 14 J V� Witnessed By:
LOCATION &GENERAL INFORMATION
Location Address /rQ�l A� -a...�s ��_"r Owner's Name..
Address SAME Q S [_,a"IriAi
Assessor's Map/Parcel: 13 " Engineer's Nam510
ertiQlK�/oL. �Ci�
NEW CONSTRUCTION REPAIR Telephone# 508 "��7� �7 1
Land Use SI>-0—�o-E s aM L Slopes(%) Surface Stones `/9-S
Distances from: Open Water Body )G�}ft Possible Wet Area 1 0d ft Drinking Water Well JOQ•- ft
Drainage Way I oo+ ft Property Line �j 16 ~2 J 0 ft Other ft
3•
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
ti
C x
o-�rt r J
-{ O
\.,,J 03
Parent material(geologic 1,A4 th ` Depth to Bedrock
Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face 0-%,
Estimated Seasonal High Groundwater lS
DETERMINATION FOR SEASONAL HIGH.WATER TABLE /A
Method Used:
Depth Observed standing in obs.hole: in. Depth to soil mottles: in.
Depth to weeping from side of obs.hole:, in. Groundwater Adjustment ft.
Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level
PRCOLATION'TEST Date b � Time IMb
Observation
Hole# •J Time at 9"
Depth of Perc Z N Time at 6"
Start Pre-soak Time @ `s d Time(9"-6")
End Pre-soak
Rate Min./Inch L -7, 2
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YRN)
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 Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
JACl Consistent %Gravel
Sb w�
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency %Gravel
AA kk"
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%Graven
uwli spk-ky) .
"XII y�
of
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistent %Gravel
b
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 Occurrine Pervious Materia6
1
Does at least four feet of naturally occurring perviotiFy material exist in all areas observed throughout the Sp�o tg
area proposed for the soil absorption system? t 5 4
If not,what is the depth of naturally occurring pervious material?
Certification ��Q�L J
I certify that on (date)I have assed the soil evaluator examination approved by the
Department of Environmental otec 'on d t t the above analysis was performed by me consistent with
the required training,expertise d xp ence scribed in 310 CMR 15.017.
Signature` Date � �3 I t
Q:\SEPTIC\PERCFORM.DOC
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CONTRACTOR TO —A
DETERMINE IF CHIMNEY tt W
NEEDS TO BE EXTENDED J
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co
Lo
W
® moo
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w
24'-6° O i' 24'-6°
PROPOSED FRONT ELEVATION PROPOSED RIGHT ELEVATION
SCALE: 1/4" = 1'-0" SCALE: 1/4" = I'-O"
Q
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EXISTING FRONT ELEVATION
EXISTING-RIGHT ELEVATION U
� scALE: 1/4" = r-o°
SCALE: 1/4" - 1'-O"
SHEET
JOB: LECLERC
DRAWN BY: TFR
DATE: q/07/12
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LIVING ROOM
LIVING ROOM m C,
BEDROOM #I BEDROOM #I
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o ALIGN NEW ADDITION �
' WALL W/IXISTING CLOSET ..
a W STEP
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BATH PALL BATH HALL 3g I 17 n
UP ON STEP UP DN
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REF RANGE o
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- BEDROOM #2 KITCHEN BEDROOM #2 26 zb r
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32'-0• m DINING ROOM _ U Q
EXISTING FIRST FLOOR PLAN o o W
SCALE: 1/4" 1'-0" - z
cn W I—
W � (�
u U Lu Q
o W L1
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PROPOSED FIRST FLOOR PLANQ-
SCALE: 1/4" 1'-0" Q O
1 1
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SHEET
JOB: LECLERC
DRAWN BY: TFR
DATE: q/07/I2
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F C I �( .-r S E T 9 -- 1 8 — 1 2 DRAWN BY: TFR
DATE: 9/18/12
DEEP OBSERVATION HOLE LOGS DATE OF TESTS: OCTOBR 23, 2012 DEEP OBSERVATION HOLE 4 EL. = 54.Ot LEIGEND ` � COASTAL
NO SCALE PERCOLATION RATE : LESS THAN 2 MINUTES PER INCH DROP DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER PLAN REFERENCES.-
ELEV. ` ENGINEERING
DEEP OBSERVATION HOLE 1 EL. = 54.3t IN THE C HORIZON IN DOH # 2 AND SURFACE HORIZON TEXTURE MUNSELL MOTTLING EXISTING o� �P LOCUS
PARCEL 11
THE C2 HORIZON DOH #5 ASSESSORS MAP 130,
ELEV. DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER 53.0 O" - 12" FILL `a = COMPANY, INC.
SURFACE HORIZON TEXTURE MUNSELL MOTTLING WITNESSED BY : JOHN G. SCHNAIBLE, CEC El BOUND
PLAN BOOK 305, PAGE 33 `!' 260 Cranberry Hwy.Orleans,MA 02653
52.8 0" - 18" A LOAMY SAND 10 YR 3/2 DON DEMARIS, HEALTH AGENT 52.5 12" _ 1g" A LOAMY SAND NO SUITABLE SOILS FOUND (3) CESSPOOL 508.255.6511 Fax:508.255.6700
_ 60" B LOAMY SAND 10 YR 4/4 NO GROUNDWATER ENCOUNTERED 51.0 18" - 36" B LOAMY SAND SAND AND DA TOM NOTE:
49.3 18" SANDY O
SF ,p G,p
MS, NO GROUNDWATER ENCOUNTERED 0 WELL Ry O�j Cy
W SOME 46.3 36" - 92" C MIX COBBLES ELEVATIONS SHOWN HEREON ARE BASED cFRO'gD EXIT 5 s�'F
42.8 60" - 138" C FINE SAND 10 YR 7/2 / NO GROUNDWATER ENCOUNTERED {0- UTILITY POLE ON AN ASSUMED DATUM \��� F� �
COBBLES cgoF rn
36' MAPLE
t
DEEP OBSERVATION HOLE 2 EL. = 54.3f DEEP OBSERVATION HOLE 5 EL. = 54.1
- -60- -- CONTOUR �
DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER ELEV. DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER o
ELEV. SURFACE HORIZON TEXTURE MUNSELL MOTTLING
SURFACE HORIZON TEXTURE MUNSELL MOTTLING x57.2 SPOT GRADE
Q WEST BARNSTABLE, MA
52.3 0" - 24" FILL 52.6 0" - 18" A LOAMY SAND 10 YR 3/2
KEY MAP
51.3 24" _ 36" A LOAMY SAND 10 YR 3/2 51.6 18" - 30" B LOAMY SAND 10 YR 4/3 NO SCALE
3
" B LOAMY SAND 10 YR 4 4 PERC o 72» 49.1 30" - 60" C1 SANDY LOAM 10 YR 5/6
48.3
36" - 72 / W/FEW No cRourrowATER ENCOUNTERED 41.9 " - 1 6" C2 FINE SAND PERc 078' a
41.8 72" - 150" C FINE SAND 10 YR 7/2 COBBLES 60 4 10 YR 7/2
NO GROUNDWATER ENCOUNTERED C7
ASSESSORS MAP 130 o
DEEP OBSERVATION HOLE 3 EL = 54.0f PARCEL 30
s
DEPTH FROM SOIL SOIL SOIL COLOR SOIL --- -
ELEV. SURFACE HORIZON TEXTURE MUNSELL MOTTLING OTHER �9�
' ' , 106 50, i
52.0 0" - 24" FILL
51.5 24" 30" A LOAMY SAND 10 YR 3/2 b "'off
50.5 30" - 42" B LOAMY SAND 10 YR 4/4 W EW No GROAWATER ENCOUNTERED
49.0 42" - 60" C1 SANDY LOAM 10 YR 5/6 COBBLES
42.3 C2 FINE SAND EXISTING
1
60" - 140" 10 YR 7/2 LEACHING
SYSTEM
DESIGN CALCULA TIONS '
- _ - _ - -- -56- � /j \\ // yw� ASSESSORS MAP 130
DESIGN FLOW, 3 BEDROOMS EXISTING & 1 BEDROOM PROPOSED AT 110 GAL PER DAY PER BEDROOM = 440 GPD _ _ - - i > / PARCEL 11
440 GPD X 200% = 880 GALLONS - USE 1500 GALLON SEPTIC TANK, MIN. ALLOWED , SHED �`��� 1 11 2.5f ACRES A
A 40'L x 10'W x 2'D. LEACHING CHAMBER CAN LEACH: _ _ - - - - - _
Vt = 40 (2) 2x .74 + 40 (10) x .74 + 10 (2) 2X .74 = 444.0GPD
/- - _ -
INSTALL: ONE ( 1 ) 40'L x 10'W x 0.5' D LEACHING CHAMBER Vt = 444 GPD > 440 GPD REQ'D.
ONE ( 1 ) - 1500 GAL. SEPTIC TANK, MINIMUM ALLOWED - - - - - _
U)
ONE ( 1 ) - DISTRIBUTION BOX (5 OUTLET) ' ST ' ` `
SEAL
// � �,��STONE
WALL
NOTES
PAVED
1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. i% DRIVE
2 THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF ESTIMATED HIGH GROUNDWATER CALCULATION EXISTING I SLATE
PROPOSED / \ SHED Z
N/A
GARA , �\ PATIO 1\ STONE N 7 0
/ ADDITION \
THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT (USGS/CCC METHOD)
STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY � ,r ,!} t 62.3+ \ WALL ASSESSORS MAP 130
COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST INDEX WELL ZONE: PARCEL 35 `�
EXISTING WELL `' '` � r
COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. DATE OF READING: DEPTH TO GROUNDWATER: EXISTING 3 BENCHMARK-MAG NAIL SET IN PAVED ASSESSORS MAP 130
TO REMAIN BEDROOM DWELLING" DRIVE-EL.=60.92 (SEE DATUM NOTE) PAVED 0 PARCEL 13
3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER GROUNNDWATER LEVEL ADJUSTMENT: THRESHOLD GARAGE DRIVE m
=64.Ot ,- w
N OF EXIT INVERTS EL. _ 4..- .
VERIFY EXISTING CONDITIONS INCLUDING ELEVATIONS SHALL VER E S ,
ACTUAL GROf+.iDWATER LEVEL'0 SITE. 3 �, -60
-
AND DISCREPANCIES TO THE DESIGN ENGINEER.
AND REPORT.ANY-DISC E _ ,f
4 ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS`OTHERWISE ESTIMATED (MAX.) HIGH GROUNDWATER LEVEL: EL= `. �:� �f / \ PROPOSED
_ EXISTING �-1
DWELLING ,
NOTED. THE MINIMUM SLOPE OF 4" DIA. SCH 40 PVC SHALL BE`0.01 FT/FT.
�` ADDITION H
EDGE OF "��?�.z,�,�' : ;".; 107.4t
5) NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL CLEARING B
FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF
HALL BE MADE IN WRITING PRIOR / -
PROPOSED
HEALTH. ALL REQUESTS FOR CHANGES S \- - iy / '� PROPOSED LEACHING w
TO CONSTRUCTION. / RESERVE AREA CHAMBER
6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS �-
cn
SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES - ' - - - �
EXISTING CESSPOOL � _ i� /.-- � \ \ `'� •�_..,... / � �
CHANGES IN DESIGN. SDI L REMOVAL NOTE To BE ABANDONED _ s,
7 THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND (SEE NOTE 6) _ - - _ - _ - _ _ 5 DOH #2 , L=190t' /
) REMOVE ALL B AND C1 LAYERS WITHIN 5' OF LEACHING AND - � - � � •" 53.00' '• R � � �
UTILITIES PRIOR TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE REPLACE WITH SAND FILL IN ACCORDANCE WITH NOTE #10.
WORK AREA DURING CONSTRUCTION. PROPOSED DOH�m 6 �o S94.01
8) THE EXISTING SEWAGE DISPOSAL SYSTEM (INCLUDING CESSPOOLS) SHALL BE SEPT GALLON / R q
- - - - SEPTIC TANK - _ _. �5a / ' , ���. / (40' WIDE TOWN WAY) �I ��S0'
PUMPED, FILLED WITH SAND, AND ABANDONED; OR SHALL BE REMOVED
WITH SURROUNDING CONTAMINATED SOILS AND BACKFILLED WITH CLEAN \
.�q , � DOH 4 � PROPOSED 40'L x 10'W x 2'D
COARSE SAND. °;. off
BAR STREET EDGE OF PAVEMENT m# sir. \ LEACHING CHAMBER P��� J conW
9) ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE (40' WE TOIWN WAY) \ l Q; Q
OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. )
PROPOSED 5':.SOIL REMOVAL
(SEE SOIL REMOVAL NOTE)
IF APPLICABLE: ¢ o ASSESSORS MAP 130 �*+
10) FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN SIEVE PERCENT PARCEL 31
GRANULAR SAND, FREE OF ORGANIC MATTER AND OTHER DELETERIOUS SIZE PASSING
MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN
45% OF THE SAMPLE BY WEIGHT SHALL BE RETAINED ON THE #4 SIEVE. 4 100� PLAN / ,AssEssoRs MAP 130 z
' 50 10%1009� � � w
THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. 100 07.-20% / PARCEL 2t
4 I SHALL MEET THE , ONE (1)- 40 L x 10'W x 2 D LEACHING CHAMBER CONSTRUCT 30 15 0 30 90
THE MATERIAL THAT PASSES THE # SIEVE 200 0%-5� „
FOLLOWING GRADATION REQUIREMENTS: BY PLACING FOUR 8-6 x 4'-10" x 3-0 LEACHING CHAMBER r
UNITS,END TO END WITH 3'-O" STONE ON ENDS AND 2'-7" ,,,LOCUS PLAN Q
STONE ON SIDES. (USE 500 GALLON LEACH CHAMBER UNITS AS
MANUFACTURED BY SHOREY PRECAST OR EQUAL). i inch = 30 ft.
W
TOP OF FOUNDATION
= s3.ot 50 25 0 50 150
" (THIS AREA IS SERVED BY PRIVATE WELLS)
W
RAISE COVERS TO WITHIN s
OF FINISH GRADE
o 2 w
FlNIShI.GRADE 1 inch = 50 f
9" MIN. a �
3' MAX. D'BOX MINIMUM Di IN` E ,
M�' • IMENSIONS 12"x12' 3 MAX. » INSPECTION NOTE SCALE
DROP: MIN - 3» MAX. 2 VYER » D'BOX THE STATE ENVIRONMENTAL CODE, TITLE, 5, REQUIRES INSPECTION(S) AS NOTED
4 DIA SCH 40 PVC PIPE DR 4 1/8 TO 1r STONE OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. DRAWING FILE
FLOW LINE 4 DIA SCH 40 PVC PIPE MIN 4' DIA SCH 4C^ PVC PIPE
i HEREBY C17796-C3D.dwg
� 2'-0" INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER
M 10'�oo So:snow PIPE OR FLOW CERTIFY THAT THE CONDITIONS DATE
LEVELER INVERT ALL EFFECTIVE PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON
EXISTED ON THE GROUND AS OF 10-23-1 REQUIRED INSPECTIONS.
" pEpTM " SHOWNI HEREON ARE LOCATED- AS THEY
o A-60.3 EXISTING 57.25 1500 GAL �pytHOFMq's DRAWNBY
z SEPTIC TANK 57.00 52.02 ,'`� � 51.85 � 51.50 3 4 TO 1 1/2 �
0o B-59.0 PROPOSED / o
3 W/SANITARY TEES ALL INV. DOUBLE WASHED STONE _i 4 9c MAP
COMPACTED BASE -�-SOIL REMOVAL " N�, .. F'. , - DATE 1 1 �3 ► o`' JOHN ti�
A E W/ 6" LAYER OF 49.50 1 . » 5' o HE D BY
3 0 3 p o� z �, NOTE: C CKE
THE MINIMUM SLOPE FOR q'VC _ _ _ THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO
rq
» CRUSHED STONE I DIA SCH 40 P O -� O O O - DEMAREST,JR N
PIPE IS 1/8" PER FT COMPACTED BASE GAS BAFFLE USE '_ " o No. 368' THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL
U
W/ 6" LAYER OF 'TUF-T1TE' OR LINES) EXILING D'BOX MUST REMAIN P.LS �' CODE FOR SUBSURFACE DISPOSAL OF S Y SEWAGE AND N
CRUSHED STONE APPROVED EQUIVALENT LEVEL FOR 2'-0» BEFORE PITCHING END MEW
�gNosuRVE�°� LOCAL BOARD OF HEALTH REGULATION Q
DOWN TO LEACHING FACILITY � N '
10't LIQUID DEPTH OUTLET TEE DEPTH 87't 19't ESTIMATED DEPTH
N OF
BELOW FLOW LINE �7 TO GROUNDWATER IS > 20 FT (� 40'-0" d
4 FT 14 INCHES
LONGEST RUN .1b ' SC G.
V
v 5 FT 19 INCHES • •
g 7 FT 29 INCHEs DETAIL OF LEACHING CHAMBER
17 �
ROFILE - Sq GIs N
SCHEMA TI C FLOW P �F
o - NO SCALE NirnR\P V W I
x
ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 of _ SHEETS
A o PROJECT NO. C 17796.00
n U
w
I
DEEP OBSERVATION HOLE LOGS DEEP OBSERVATION HOLE 4 EL. = 54.ot �
DATE OF TESTS. OCTOBR 23, 2012 LEGEND Al COASTAL
/+ �+ �� ENGINEERING
NO SCALE PERCOLATION RATE : LESS THAN 2 MINUTES PER INCH DROP ELEV.`' DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER PLAN' REFERENCES.
{
DEEP OBSERVATION HOLE 1 EL. = 54.3t IN THE C HORIZON IN DOH # 2 AND SURFACE HORIZON TEXTURE MUNSELL MOTTLING EXISTING o� y�P LOCUS
DEPTH FROM SOIL SOIL SOIL COLOR SOIL THE C2 HORIZON DOH #5 » ASSESSORS MAP 130, PARCEL 11 �y �F c CQMPANY'INC
53.0 0 - 12 FILL a BOUND PAN A �yp'°� ���_
ELEV. SURFACE HORIZON TEXTURE MUNSELL MOTTLING OTHER WITNESSED BY : JOHN G. SCHNAIBLE, CEC
L BOOK 305, P GE 33 �� 260 Cranberry Hwy.Orleans,MA 02653
S2.8 0" - 18" A LOAMY SAND 10 YR 3/2 DON DEMARIS, HEALTH AGENT 52.5 12" _ 18» A LOAMY SAND NO SUITABLE SOILS FOUND
NO GROUNDWATER ENCOUNTERED Qs CESSPOOL 508.255.6511 Fax:508.255,6700
" " 51,0 18" - 36" B LOAMY SAND SAND AND DENSE DA TUM NOTE: cy�49.3 18 _ 60 B LOAMY SAND 10 YR 4/4 NO GROUNDWATER ENCOUNTERED
SANDY LOAMS, C� WELL
42.8 60" - 138" C FINE SAND 10 YR 7 2 W/SOME 46.3 36» - 92» C MIX COBBLES ELEVATIONS SHOWN HEREON ARE BASED ��q0 s. EXIT 5
/ NO GROUNDWATER ENCOUNTERED -o- UTILITY (POLE o
COBBLES ON AN ASSUMED DATUM
36' MAPILE Fyi �
DEEP OBSERVATION HOLE 2 EL. = 54.3t DEEP OBSERVATION HOLE 5 EL. = 54.1 f _ _ - �� SFRycF qy
so- CONTOURS
DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER ELEV. DEPTH FROM SOIL SOIL SOIL COLOR SOIL OTHER
ELEV.
SURFACE HORIZON TEXTURE MUNSELL MOTTLING SURFACE HORIZON TEXTURE MUNSELL MOTTLING x57.2 SPOT GRADE Quo
52.6 " - A - WEST BARNSTABLE, MA
52.3 0" - 24" FILL 0 18 LOAMY SAND 10 YR 3/2
KEY . MAP
6 18" _ 30" B LOAMY SAND 10 YR 4 3
51.3 24" - 36" A LOAMY SAND 10 YR 3/2 51. / NO.SCALE >�
48.3 36" - 72" B LOAMY SAND 10 YR 4/4 PERC o 72" 49.1 30" - 60" C1 SANDY LOAM 10 YR 5/6
NO GROUNDWATER ENCOUNTERED �j' a
W/�W 41.8 72" - 150" 41.9 C2 FINE SAND C FINE SAND 10 YR 7/2 COBBLES 60" - 146" 10 YR 7/2 NO
o N8"
0 GROUNDWATER ENCOUNTERED O
ASSESSORS MAP 130 o
DEEP OBSERVATION HOLE 3 EL. = 54.0f PARCEL 30
F I SOIL SOIL COLOR SOIL "o I 145'f
DEPTH FROM SOIL )oi
ELEV. SURFACE HORIZON TEXTURE MUNSELL MOTTLING OTHER �y� 106 50
52.0 0" - 24" FILL
51.5 24" - 30" A LOAMY SAND 10 YR 3/2
50.5 30" - 42" B LOAMY SAND 10 YR 4/4 „o
W/FEW NO GROUNDWATER ENCOUNTERED
49.0 42" 60" C1 SANDY LOAM 10 YR 5/6 COBBLES �'�, �\ \� \�,/ 6�i /
42.3 60" - 140" C2 FINE SAND 10 YR 7/2 EXISTING
LEACHING
SYSTEM � \ \ \�/ /�O // 1Ole
DESIGN CALCULA TIONS _ -56- _
ASSESSORS MAP 130 M N
DESIGN FLOW, 3 BEDROOMS EXISTING & 1 BEDROOM PROPOSED AT 110 GAL. PER DAY PER BEDROOM = 440 GPD - -I - - - �) PARCEL 11 p�
440 GPD X 200% = 880 GALLONS - USE 1500 GALLON SEPTIC TANK, MIN. ALLOWED _ y�' I ( 2.5t ACRES = z A
A 40'L x 10'W x 2'D. LEACHING CHAMBER CAN LEACH: SHED - - - - - 11 1 \
A = 40 (2) 2x .74 + 40 (10) x .74 + 10 (2) 2X .74 = 444.0GPD
INSTALL ONE ( 1 ) - 40'L x 1O'W x 0.5' D LEACHING CHAMBER Vt = 444 GPD > 440 GPD REQ'D.
ONE ( 1 ) - 1500 GAL. SEPTIC TANK, MINIMUM ALLOWED / SEAL
ONE ( 1 ) - DISTRIBUTION BOX (5 OUTLET) / STONE �a�
WALL \ \
NOTES
WITH THIS DESIGN. ! /, I I PAVED ^ \ w
1) GARBAGE GRINDERS ARE NOT ALLOWED WI ExtsTING�/ DRIVE \ I
rr PROPOSED \ I SHED Z
2) THE INSTALLER IS RESPONSIBLE FOR ASSURING` THAT COMPONENTS OF ESTIMATED HIGH GROUNDWATER CALCULATION sf GARAGE`` I SLATE / 1 \ o v. co
e �/�' ` � � \ PATIO ADDITION STONE o
THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT (USGS/CCC METHOD) N/A
'/' ; -
STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY ° I / ` WALL
✓'� _ ,_. _ 62.3�" � � ASSESSORS MAP 130 - T`
COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST INDEX WELL: # ZONE: _`_ �\ - _� \ PARCEL 35 __ w ,
r_._`. Co
Ln
COMPLY WITH A MINIMUM STANDARD OF-A.A.S.H.T.O. H-20 WHEEL LOADS. DATE OF READING: DEPTH TO GROUNDWATER: EXISTING WELL EXISTING 3 BENCHMARK-MAG NAIL SET IN PAVED - ASSESSORS MAP 130
r TO REMAIN BEDROOM DWELLING DRIVE-EL SEE DATUM NOTE PAVED n
3 PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER GROUIIDWATER LEVEL ADJUSTMENT: RESHOLD ( ARAGE ' DRIVE m PARCEL 13
TH
R _
SHALL VERIFY EXISTING `CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, EL_s4.ot `
ACTUAL GROLNDWATER LEVEL o SITE. EL- , %� , i _ Lw
AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. � - , , , � , .; sa
" ESTIMATEDIGH GROUNDWATER LEVEL: EL= > !
4 ALL GRAVITY SEWER PIPE SHALL.BE 4 DIA. SCH 40 PVC UNLESS OTHERWISE (MAX.)( ) NF / \ PROPOSED
n , EXISTING a �y
NOTED. THE MINIMUM SLOPE OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. E OF I DWELLING ADDITION a�
5 NO PART OF THIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL OARING Jo7.4f
FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF
HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR Z , '��` \ PROPOSED
TO CONSTRUCTION. / /i �9 PROPOSED
RESERVE AREA I h, CHMB�ER �
02
6). THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS
SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES -
A /I EXISTING CESSPOOCHANGES IN DESIGN. SDIL RE/Vl OVI`1L NOTE ' To BE ABANDONED
ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND (SEE NOTE 8) _ - -56
DOH #2
7 THE INSTALLER SHALL ASCE N E L -- - - - -- - - - - - x P �D" a#t 1 1� - - \ L=190t'
UTILITIES PRIOR TO EXCAVATION, AND SHALL PROTECT UTILITIES WITHIN THE REMOVE ALL B AND ct LAYERS A WITHIN 5 o I H NOTE
AND
REPLACE WITH SAND FILL IN ACCORDANCE WITH NOTE #10. }r� 53.00' R=494,01' h w a
WORK AREA DURING CONSTRUCTION. PROPOSED DOH #5
8 THE EXISTING SEWAGE DISPOSAL SYSTEM INCLUDING CESSPOOLS SHALL BE
1,500 GALLON �� r � �o iH CEDAR STRi1' Fq�R
( ) �5 40 1
TANK r! Wl � t/1
SEPTIC D
- - - �� E T s
PUMPED, FILLED WITH SAND, AND ABANDONED; OR SHALL BE REMOVED - - - _ - - - - - - " a 1 TOWN WAY) o
WITH SURROUNDING CONTAMINATED SOILS AND BACKFILLED WITH CLEAN
DOHS#4 ► PROPOSED 40'L x 10'W x 2'D `k a Q a
COARSE SAND. I . DOH 3
EDGE 0 P
�.,.a• LEACHING CHAMBER
CEDARS E F AVEMENT .,. .� � W �
TREET \
P H
WITH MAGNETIC MARKING TAPE �
9 ALL SYSTEM COMPONENTS SHALL BEMARKED 40
i
t-YIDE TOWN WAY)
�
M ONCE BU
RIED.
OR A COMPARABLE MEANS IN ORDER TO LOCATE THEQ
� PROPOSED 5 SOIL REMOVAL
IF APPLICABLE: ( (SEE SOIL REMOVAL NO \ G,�ho �,
^ o ASSESSORS MAP 130 q
10 FILL MATERIAL FOR SYSTEMS CONSTRUCTED IN FILL SHALL BE CLEAN SIEVE PERCENT PARCEL 31 ~ O
N OTHER DELETERIOUS SIZE PASSING
SAN D FREE OF ORGANIC MATTER AND 1 GRANULAR
r
:
MATERIALS. THE SAND SHALL BE GRADED SUCH THAT NOT MORE THAN
45% OF THE SAMPLE, BY WEIGHT, SHALL BE RETAINED ON THE #4 SIEVE. 4 100% ! PLAN
ASSESSORS MAP 130 �z
FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. 50 10%-100� PARCEL zt w
THE LL
100 09,-20%
THE MATERIAL THAT PASSES THE #4 SIEVE SHALL MEET THE 200 09�-5� ONE (1)- 401 x 10'W x 2 D LEACHING CHAMBER CONSTRUCT ' 30 15 0 30 90 fly
FOLLOWING GRADATION REQUIREMENTS: BY PLACING FOUR 8'-6" x 4'-10" x 3'-O" LEACHING CHAMBER E
UNITS END TO END WITH 3'-0" STONE ON ENDS AND 2'-7-
LOCUS PLAN
STONE ON SIDES. (USE 500 GALLON LEACH CHAMBER UNITS AS O
i inch 30 1t. W
►,-I i
TOP of FOUNDATION MANUFACTURED BY SHOREY PRECAST OR EQUAL). 50 25 0 50 150 w
63.0t
I � I t:� o CAI,- Vl.l$��o �
a a o
_ lb%x"o
(THIS AREA IS SERVED BY PRIVATE WELLS) �VNTHIN 6
RAISE COVERS TO�1? P� L= OF FINISH GRADE 7771
FINISH GRADE Q� .. 3°t�-8 '�1�-U•S �✓�' 161i
r � i inch = 50 ii..
�a(�osw QA1 rRoM S tbS 'YD W Yr,I.L " l t► �PKt�.�GE''��Glu 1✓S t W w
9 MIN. DQOSts4" 11 .� QO�KI�S�Q -fo. 111�.�.�Z 1' yAQ1AN R>r Q�t� a � m
0 3 MAX. D BOX MINIMUM D BOX INSIDE
IMENSIONS 12"x12' 3 MAX. �@b5 � � �C' S��t��`tP�1� a W1. �t21laRla>am C{ 6�9'I�S-ts� I0 NOTE
SCALE
- 4" DIA SCH 40 PVC PIPE DROP-2' MIN - 3" MAX. » .OR 2" �'� F. ` D'BOX THE STATE ENVIRONMENTAL CODE TITLE 5 REQUIRES INSPECTION(S) AS NOTED �
MIN. 4" DIA SCH 40 PVC PIPE / OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. DRawrNG FILE
N FLOW LINE 4 DIA SCH 40 PVC PIPE ' 1/8 TO 1 2 STONE I
N 10" sm mow INSTALLATION CONTRACTOR MUST NOTIFY THE DESIGN ENGINEER C17796-C3D.dW9
UQN DaPn+ PIPE OR FLOW I HEREBY CERTIFY 1THAT THE CONDITIONS
o -
LEVELER INVERT ALL EFFECTIVE PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON DATE
0.3 EXISTING 57.25 SHOWN HEREON ARIE LOCATED-A THEY A 6 EPTH S D
z
1500 GAL •.� -4�$H z-
57.00 52.02 ��: .�n »
0o 8-59.0 PROPOSED SEPTIC TANK 51.85 51.50
W/SANITARY TEES ALL INV. DOUBLE WASHED STONE I I EXISTED ON THE GROUND AS OF 10-2 -1 ���HOF,y�s REQUIRED INSPECTIONS. ORAwNSY
-�+-SOIL REMOVAL N d �� r9c MAP
a , � . . .� � 3-0 DATE i t �3 ► �o �oHN �N •
COMPACTED BASE � ti 1
M 3-0 CHECKED BY
Z.
NOTE:
THE MINIMUM SLOPE FOR } : W/ 6 LAYER 49.50 " 5 0 0 DEMAREST,JR. N THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO
CRUSHED STONE
4" DIA SCH 40 PVC ALL - - - O _I O ' O O
PIPE IS 1/8" PER FT COMPACTED BASE GAS BAFFLE USE N o No.36859„ THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL N
U W/ 6" LAYER OF 'TUF-TITS' OR LINE(S) EXITING D'BOX MUST REMAIN END vlEw i� P.L.S �'°� ` o�''� CODE FOR SUBSURFACE DISPOSAL OF S Y SEWAGE AND N
CRUSHED STONE APPROVED EQUIVALENT LEVEL FOR 2'-0" BEFORE PITCHING �, I tgNo SURVEY°� LOCAL BOARD OF HEALTH REGULATION ` -:� - C-Q O
DOWN TO LEACHING FACILITY
10'f LIQUID DEPTH OUTLET
OW DEPTH
87't 19'f ESTIMATED DEPTH o
TO GROUNDWATER IS 20 FT 40'-OmH o�
� 4 FT 14 INCHES
LONGEST RUN I U
v 5 FT 19 INCHES SC N ou C2.1.1
0 6 FT 24 INCHES I 17
7 FT 29 INCHES DETAIL OF LEA CHING CHAMBER C,sT
SCHEMATIC FLOW PROFILE
x NO SCALE S4rvirnR�P� W
A
ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 of i SHEETS
c PROJECT NO.
w U.
C17796.00
_ - --- -- _