HomeMy WebLinkAbout0239 SCHOOL STREET - Health 239 School Street
Marstons Mills ,
- - -- - — - - - A= 046-009
a
I
TOWN OF BARNSTABLE
LOCATION S CMG Q OA SEWAGE#
VILLAGE ASSESSOR'S MAP&PARCEL
INSTALLERS NAME&PHONE NO. Cg, (� �
SEPTIC TANK CAPACITY ` O �
LEACHING FACILITY.(type) -,, r .v (size) W o�4" � �G
NO.OF BEDROOMS
OWNER
PERMIT DATE: \O L O k U COMPLIANCE DATE: ( Q /.Z Z to S
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility NA 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) /d 6 Feet
PC�nJ�FURNISHED BYe_�
Gal �� i
No- t ,: U _tom 7 �.4,,, _ '/ �.j� Fee
J THE COMMONWEALTH OF MASSACHUSETTS Entered in co puter:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
21pplitation for Misposal *pstrm Construction permit
Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. D 7c� `,>CJ ,M` S` S Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel
cr-��sa
Installer�aple, dress,an Tel.No. Designer's Name,Address,and Tel.No.
�� ` � S � L �� t e, 36a �t3�
Type of Building:
Dwelling No.of Bedrooms — Lot Size .S sq.ft. Garbage Grinder( j
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures !,
Design Flow(min.required) 33 gpd Design flow provided_ f V gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank `�-7j0 Type of S.A. �X 6
Description of Soil 5 L,_
me-d i o-'^Cis c]
Nature of Repairs or Alterations(Answer when applicable)- ?Pe-( c. r r p K C� .�- f ��( C
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health. _
S' ed Date
Application Approved by 149ZDate
Application Disapproved by Date
for the following reasons
Permit'No. (��/ 3 Date Issued
e
No. Fee jai
r THE COMMONWEALTH OF MASSACHUSETTS Entered in com uter: _f
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
21ppIication for Disposal *pstrm Construction Permit
Application for a Permit to Construct( ) Repair(v/Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 3C� 5 C�.oe Sk Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel
Installer's N e, dress,and Tel.No. Designer's Name,Address,and Tel.No.
Type of Building:
t
Dwelling No.of Bedrooms 3 Lot Size AT sq.ft. Garbage Grinder(A
Other Type of Building No.of Persons Showers( ) Cafeteria( )
,w `
Other Fixtures
Design Flow(min.required) 33 gpd Design flow provided 7 gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A1W KI C C 2 6 n�c. �ct.-�or
Description of Soil Q\ �N e C J-C>k \j /(I w k
Nature of Repairs or Alterations(Answer when applicable) t C-
Date last inspected: E ,
Agreement: i t(
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 notAo place the system in operation until a Certificate of
t
Compliance has been issued by this Board of Health.
Sig ed r` :i Date
Application Approved by I Date
Application Disapproved by Date
for the following reasons
Permit No. d (J 9 _ 3 V 3 Date Issued U/a o p
/
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(� Upgraded( )
Abandoned( )by S�b� C 1_1.1 ..-
at -0 ZG S C\,-.Cc.)k & - M t-/\ has been constructed in accordance J )40
with the provisions of Title 5 and the for Disposal System Construction Permit No. �ou� -.3V3dated /2 o c)
Installer scc—_ 4 Designer !9k,j-e. 0-c,C,
#bedrooms Approved design..flow a�> gpd
U
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
Date U Inspector 1/)CV1A / .�
z � W p
No. U d 3 Fee l U
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS
Misposal 6pstem onstruction Permit
Permission is hereby granted to Construct( ) Repair QX Upgrade( ) Abandon( )
System located at
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:Constructiont must be completed within three years of the date of this permit/-,
Date 14 r/)01 Approved by ` V V
TRANS. NO.:
CITY/TOWN: f-t �a,� �,r e;. S
APPLICANT: — �
ADDRESS: Z3� .6a4e,2>z
DESIGN FLOW: gpd
REVIEWED BY: DATE:
N/A OK NO
a
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 15.220(4)(b)]
System located totally on lot served [310 CMR 15.405(1)(a) for
upgrades]- if 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)] i
System Calculations [310 CMR 15.220(4)(0]
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 CMR 15.220(4)(h)] /
Names of soil evaluator and BOH representative [310 CMR
15.220(4)(h) 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)]
Observed and Adjusted groundwater(method for adjustment
given or indicated) [310 CMR 15.103(3) and 310 CMR
15.220(4)(n)]
Address `f&h Sheet 1 of 7
r
N/A OK 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 proposed system location in the case ✓
within 150 feet of the proposed system location in 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 CMR 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 CMR15.220(4)(o)]
Stamp of designer [310 CMR 15.220(l) 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 confirm 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 J
Approval or LUA requested) [310 CMR 15.405(1(b)]
Address Sheet Sheet 2 of 7
N/A OK NO
�-
,
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)] V/
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" (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)] J
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]
.;:-,., z c
'Mu1hComgaztment Tanks � ��, � � �
�...-�
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
N/A OK NO
B17ILD'INGS 'WER AND(OTHERI'IPI ?G � 11 11,101 WIN7 .riMR '.
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 15.211(1)[11)
Cleanouts required/provided ? [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 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
CMM 15.252(2)(h)]
Materials specified (310 CMR 15.251(5) specifies various.pipe
types allowed)
DTSTRIsBiTT ON BO� �� ,L ��
MINIM— ,k, ,`�..` �' � r ',.INx n e�. .�'�t>.h,
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)J .76
Inside minimum dimension 12" [310 CMR 15.232(2)(b)]
Minimum sump 6" [310 CMR15.232(3)(e)]
Watertight cover if<2000gpd); waterproof manhole if>2000gpd
[310 CMR 15.232(3)(d)]
rPUMP C ERS� � � �d� r
N« ,. r,... � .. t<.cr<<�, xx � ��^ a� :¢•;' �tx :..� � .na&Tt.: a��,�"s ' M;x�r
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)]
Service components accessible (not too deep with piping,
disconnects accessible)
Alarm floats - alarm on circuit separate from pumps specified?
Exceeds two units must have two pumps operating in lead-lag
mode. [310 CMR 15.231(6) and(8)]
Stable Compacted Base [310 CMR 15.221(2)]
Buoyancy calculations needed ? Provided? [310 CMR 15.221(8)]
Address �f��� Sheet 4 of 7
N/A OK NO
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 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 15.211(1)[4] and
Guidance Document]
Chambers and Gal. in trench configuration supplied with inlet f
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(i)(b)]
2' sidewall credit maximum [310 CMR 15.253(1)(a)]
In bed configuration, inlet every 40 sq. ft. [310 CMR 15.253(6)]
T OMON'sNow
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] and Guidance Document]
�'" `� � "x" .rv,. �a'eti•� 'z�'4R x��r-c+ ^..-� v, dc*S4Aa�t-lf r 3 +,BEllNINE—"
.n pSAS (Macimum sizeob'ed r Ifie15000 d �� � �
;cn�
minimum 2 distribution lines [310 CMR 15.252(2)(a)]
Maximum separation between lines 6' [310 CM R15.252(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)(i)]
Address l �/ Sheet 5 of 7
1,
N/A OK NO
DI°D,$ HE LANINLVOLVE= � � �� ON . :v Pressure Dosed System ? Provided pump and piping
calculations as required [310 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 /
(>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 CMR 15.255(3)?
Impervious barrier 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 barrier 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
Was DEP Approval Letter provided and/or have you V
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
le., -s.iea. ka.�. .+�. s..ai w�i =:3*,: �ta✓-u.�-" e.' "�� , ;..,R"'r�.. €.`�ate._ x',' .; '�.'"r.s' v-t3
10
Are the variances listed on the plan ? [310 CMR 15.220 V/
(4)(q)]
RLS Stamp necessary on plan if a component is within five
feet of property line [310 CMR 15.412(4)]
New construction or increased flow proposed- [Refer to 310
CMR 15.414]
Addresses/ Sheet 6 of 7
N/A OK NO
Vrtrogen�Ser�sctxve �eas Y�, r k AtZ
Is the system in a Designated Nitrogen Sensitive Area(Zone H 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 r/
existing systems]
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)]
�;�,{ � s; x-�✓ a rc `,"-Y � � Pt � a s�5 r r 3 aa` �', r q 5 Zf z;„
Pumping to septic tank ? [ 310 CMR 15.229]
Shared System [310 CMR 15.290]
Ll
Address �� Sheet 7 of 7
f
Town of Barnstable
Regulatory Services Y
-� Thomas F.Geiler,
sAexsTns�, * ,.Director
"�: ��� Public Health Division
Thomas McKean,Director
200.Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer&Designer Certification Form
Date: 10-1)101 Sewage Permit# Aessor's Map\Parcel
Designer: ��E{�,j J\. � �,P� Installer: 5Ccrr —
El1Ca�-E' SidtLv +u4. 1 t��.
Address: c?zl �m� &A Address: 113 pLb 'eA2 46-CM t:b,
YA-P4 l az>T1-t Rs R-;, M,4 OZ4;7S' H YM..»i S, H A. 6240 I
On date�� _ � FV-� -- was issued a permit to install a
( ) (installer)
septic system at 3C1 S��<j b S �<���n�� d on a design drawn by
(address)
` 6- dated "l O l t co Lori
(designer)
I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank.
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.
o OF
A.
(Installer's Signature) C tit V
No.354�1
(Designer's Signature) (Affix Designer's Stamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE VILL NOT BE ISSUED UNTIL BOTH.T AS
-
BUILT FORM AND AS
BUILT CARD ARE RECEIVED BY THE BARNS TABLE PUBLIC HEALTH DIVISION.
THANK YOU.
QASc0c\Designer Certification Form Revised.doc
L
To .wn of Barnstable P# /c9 7/0
Department of Regulatory Services
MU& Public Health Division
� 16S9. �e$ Date
aTF0 200 Main Street,Hyannis MA 02601
Date Scheduled p'Z QQ /D
Time--- Fee Pd, �Q
Soil Suitability o� Sew Assessment f CC age isposal
Performed By: J�1 .f 6, � _S
Witnessed By; �t 1")
, j lei
LOCATION & GENERAL INFO
Location Address CC INFORMATION
Ji Owner's Name L�t�
Address 3�SC
Assessor's Map/Parcel:
b'NEW CONSTRUCTION V� / Engineer's Name cs•��
_
REPAIlt Telephone# 0 r l
Land Use k' �� �1 C•5� t��3T F4-C_
Slopes(9'0) 1//1-✓t-t C-5 surface Stones tiZ}
Distances from: Open Water B
odY-______ ft Possible Wet Area D `�
raihage Way fc Drinking Water Well ""'—
°
_______ft
y C.)v ft Property Line S
ft Other ft
SKETCH: (Street name,dimensions of lot,exact locations of test holes&pert tests,locate Wetla
nds In proximity to holes)
6T
1 i
di
_4
Parent material(geologic) 0- -7--A-S P-I
Depth to Bedrock ZDG -E-
Depth to Groundwater. Standing Water in Hole: N/�
� Weeping 11•om Plt Pace
Estimated Seasonal High Groundwater A->Z q -T
DETERAUNATION FOR SEASONAL HI ' WATER TABLE,
Used: °ex��� ���, �
Depth Observed standing in obs.hole:
Depth to weeping from side of obs.hole: m, Depth Itl soil motth s:
I Reading ndex Well In, OroundwnterAdjustment in.
ng Date: Index Well level Ad.,factor _ fl.
Adj.Groundwater"Level
Observation PERCOLATION TEST Date rz og .Time
Hole#1 1 -^"--
Depth of Perc t�Z °i Tune at 9"
Time at 6"
Start Pre-soak Time @ O-'-c+
Time(9"•6")
End Pre-soak
Rate Min./Inch LZ
Site Suitability Assessment: Site Passed
Site Failed; Additional Testing Needed(YIN)
Original: Public Health Division
Observation Hole Data To Be Completed on Back-----------
***If percolation test is to be conducted within 100) of wetland, you must first notify
Barnstable Conservation Division at least one (1) week prior to beginning.
the.
Q:IS EPTIC\PERCFORM.DOC
DEE,P-OBSERVATION HOLE LOG Hole#Depth from Soil Horizon Soil Texture
Surface(in.) Soil Color Soil Other
(USDA) (Munsell) Mottlin
g (Structure,Stones;Boulders.
it qq / on isle c % ravel
DEEP OBSERVATION HOLE LOG
Soil T
Depth from Soil Horizon Hole
Texture Soil Color Soil Other
Surface(in.) (USDA)
(Munsell), Mottling (Structure,Stones,Boulders.
r I A onsiste c %Gravel)_____
DEEP OBSERVATION HOLE LOG Hole#Depth from Soil Horizon Soil Texture
Soil Color Soil Surface(in.) (USDA) Other
(Munsell) Mottling (Structure,Stones,Boulders.
CQjjaigrency,9 Gravel
- DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mgttling (Structure,Stones, Boulders.
Consistency,--------------
Flood Insurance Rate"Man:
Above 500 year flood boundary No_ Yes ._
Within 500 year.bounda yT — No
Within 100 year flood boundary No Yes .
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system? ` e::7S
If not,what is the depth of naturally occurring pervious material'?
Certification J
I certify that on / 7 (date)I have passed the soil evaluator examination approved by the
Department of.Environmental Protection and that the above analysis was performed by me consist-.nt with .
the required traini xpertise and experience described in 310 CMR 15.017,
Signature Date
Q:\SEPTICPERCFORM.DOC
a
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4,
i,
C)oAVO
79-
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i
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ACCESS COVERS MUST BE WITHIN INSPECTION 9' MINIMUM. '' CRITERIA : GENERAL NOTES
6 of FINISH GRAD INVERT EL EVA T I ONS DESIGN
PORT 3' MAXIMUM COVER
i:7NVERT AT BUILDING: 70.0 DESIGN FLOW:
72.84 FIRST 2' 'TO I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
BE LEVEL MIN 2' OF PEASTONE `INVERT 1N SEPTIC TANK: 67. 75 3 BEDROOMS AT II0 G.P.D. PER
OR F l L TER FABRIC ?INVERT OUT SEPTIC. TANK: 67.5 BEDROOM EQUALS 330 G.P.D. OF THE SEWAGE DISPOSAL SYSTEM ONLY.
t' D/AM_ lPE ;INVERT IN DIST. BOX: 67.0
3/4" l l/2' DIA. 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS
7 6 3 !0' �' DOUBLE WASHED STONE INVERT OUT DIST. BOX: 66.63 NO GARBAGE GRINDER
.1 SET. SEE SITE PLAN.
Gas $ 65.9 'INVERT IN LEACH CHAMBER: 66. 73
7 7 BAFFLE 67.0 7 SEPTIC TANK REQUIRED:
4 HIGH CAPACITY INFILTRATOR µ ;!BOTTOM OF LEACH CHAMBER: 65.9 330 G.P.D. X 200X 660 GAL. 3. ALL CONSTRUCTION METHODS AND MATERIALS AND
3 OUTLET
D-BOX CHAMBERS W/3.5't STONE AROUND ADJUSTED GROUND WATER: N/A SEPTIC TANK PROVIDED: 1500 GAL. MIN. MAINTENANCE OF THE SEPTIC SYSTEM SHALL
1500 GAL l0'w x 38'I x lO'd 'OBSERVED GROUND WATER: N/A CONFORM TO MASS. D.E.P. TITLE 3 AND .LOCAL
SEPTIC TANK 6' CRUSHED STONE OR !BOTTOM OF TEST HOLE *l: 60.2 SOIL ABSORPTION SYSTEM REOUIRED: BOARD OF HEALTH REGULATIONS.
COMPACTED BASE DESIGN PERC RATE ! 5 MIN/I NCH
PROF I L E � NOT. TO SCALE SOIL TEXTURAL :CLASS -
4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
- F _AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
EFFLUENT LOADING RATE - 0. 74 GPD/S
330 GPD / 0.74 GPD/SF 446 S.F. REOUI RED THAN 4 ' IN DEPTH SHALL BE CAPABLE OF WI TH-
STANDING H-20 WHEEL LOADS.
REST
PROVIDED: 4 NIGH CAPACITY INFILTRATOR
/"HDDL ST
CHAMBERS W/3.5`t STONE AROUND. A-460 S.F. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
460 S.F. x 0. 74 - 340 GPD APPROVED EQUAL'
6. SEPTIC TANK AND D-BOX SHALL BE REINFORCED
s
SOIL TEST I PI T DA TA & PRECAST CONCRETE OR APPROVED POLYETHYLENE.
CI ' BOTH SHALL BE WATERTIGHT. D-BOX SHALL BE WATER
I ND I CA TES I ND I CA TES
�225•78 ; \\ PERCOLATION �- OBSERVED TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE
TEST GROUNDWATER OUTLET.
TP / P*127/0 TP *2 7. BEFORE CONSTRUCTION CALL "DIG-SAFE'.
HORIZON TEXTURE COLOR 0. HORIZON TEXTURE COLOR 70.2 1-868-DIG-SAFE AND THE LOCAL WATER DEPT.
t 1 O 70.2
"LOAMY IOYR Q LOAMY IOYR - FOR LOCATION OF UNDERGROUND UTILITIES.
SAND 3/3 SAND 3/3 8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE
6- ........................................ 69. 7 8' i...................................... 69.5
tt \� �i p LOAMY IOYR LOAMY IOYR
DESIGN ENG/NEER TWO DAYS PRIOR TO CONSTRUCTION
t 1, I �/ r� B 'SAND 5/8 D SAND 5/8 OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE
_- - - `18- ............:.........................::.. 68. 7 20' 68.5 CONSTRUCTION INSPECTIONS
MED-COARSE IOYR MED-COARSE IOYR AREA-45.'152+ S. F. 1 f 1 i CESSPOOL + Cl
C / 9. EXISTING CESSPOOL TO BE PUMPED DRY AND
SAND 7/4 SAND 7/4
$ACKFILLED.
r. r
-
1 1 U D 1 i i'- \ O• WI i. 42*Illy L!
s - �
poRCH
- ,
NO WATER NO WATER
EXI STING ', 't ,t 120* 60.2 120' 60.2 LEGEND
p1YELLi�' t
DATE: SEPTEMBER 25. 2009
■ CB CONCRETE BOUND
' TEST BY: STEPHEN HAAS
-W WATER L I NE
WITNESSED BY: DAVID STANTON
co 1 i ; ( % 1 O HYDRANT
PERC RATE: C 2 MIN/INCH G GAS LINE
70.5 % { ! 1 ,1 r / j r 1 �. t\' t ` \ 1t ! tEw I OHW- OVER HEAD WIRES
/ ! f LIGHT POST
-E- UNDERGROUND ELECTRIC L/NE
70. i / :I { ! J, Jr rr j !
t+ � �� BM-ciL BULKHEAD , I � � , , ! { f 1 . 1 ► ,' J t , 1 t Pt' VARIANCES REQUIRED : -T- UNDERGROUND TELEPHONE L l NE
EL-71.29 CTV-' UNDERGROUND CABLEV I S ION L I NE
i \ `� \ /J Jf ! 4 P ; { i -/ j / j J r 1 w TOWN OF BARNSTABLE SUBSURFACE DISPOSAL OF SEWAGE REGULATIONS
N ; CLEANOUT J J P f f ; ; j J f / J / j l r ! j , li +40.4 _ SPOT ELEVATION
r t ! r 'Q l 00 ' IS REOUI RED BETWEEN THE SEPTIC TANK AND A WETLAND.
IO �-40-- EXISTING CONTOUR
70.4 I r I ~ 78 ' IS PROVIDED. A 22' VARIANCE IS REQUESTED.
PROPOSED CONTOUR
cU, (1�^✓�tr� ( � tl 1pp
D-BOX / �/ / / �/ / / / ,, / rl i l / / J I' t !t.w
�i
t 1 ! t ! „, TPl2QO GALLON /� J / /�1 f ! 1 I (f P P P r r / t '
+ 9.C ` ' . ,,�'SEP T I C TANK / / / t ! / I 8 11 .% I { i j r �J P / / C S / / �/ V/ D S / 0/ V
1 ! ! 1 I P FND
f f
�4
+6.9.9 �r r fob:4- ,IIr` I 1 IL i Ew2 239 SCHOOL S TREET . MCI R 46 . PARCEL 9
s I t 4 HIGH
ATOR rr SAR / Y ..7 / ARL� � . MARSTONS M / LLS � !VIA
I NF lL TRATOR CHAMBERS r � / / J 1 r 1 1 I ' 1 t I { }1,
f 1 I(�13.5= -STONE-aROUND-
RED FOR
' I2
68 / c /�
P L� �J V l/
:^.
f / st SCALE : / - 20 OCTOBER / 6 . 2009
i t 00 O.50r J ! j 7 I t ! r f 1 i { { ! .r/n STEPH.EN
5 6Q 2% jl 1I 1r r rj j i I r j j A.
\� �SCNOOL ST / 1
�,. 1 i j l jj 1! 1 t � ! ! �!u N.Ar45
h 1 "I , r � v;;.
--a--� J,1- ` No 5461 E A G ESURVEY I N G I NC
LOCUS
Ew s a Glcrt '��'1' , 923 R o u t e 6 A
�o 1 j r I I t � , ;,;•_. e ,� Yarmoutf� por t MA 02675
R/vER 508 � 362-8 1 32
Rpgp 1
1 / IG II �/ 1508 � 432-5333
I Ii lr /1 � O �
, 1 I
L O C U S MAP 0 10 20 40 JOB NO: 09-081 FIELD:CFW/EEK FCA7LC: SAH/CFW CHECK: CFW DRN: SAH
_., _