HomeMy WebLinkAbout0045 FOX RUN - Health Vcr4
5 Fox Run
Centerville
A=227-159
UPC 12534 S
No.2-153L R
HASTINGS, MN
No. 74®!, — ®�3 Fee /�t7
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yew#
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
appYitation for Misposar Opstem Construction 3permit
Application for a Permit to Construct( ) Repair 64- Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. L4 5 FoX Z Q r,, t wner's Name,Address,and Tel.No.s�e c4 µ;I
Assessor's Map/Parcel `2'L-'1 / 1/1154 vti e
Installer's Name,Address,and Tel.No. L°�,•,& fr„e, Designer's Name,Address,and Tel.No. 5 •C_ evIE
C�e wf-wi�c
su iP 6x.7 rr
e- Mr wa
Type
of Building:
Dwelling No.of Bedrooms I Lot Size 371 4FI? 7 sq.ft. Garbage Grinder( )
Other Type of Building Sin.I.c dory•: 1 No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 33-z> god Design flow provided •3 gpd -
Plan Date -(o-ZoJ q Number of sheets I Revision Date
Title A j i-'x (b_,
Size of Septic Tank +E:1CcJ,}ti,t to Oa Type of S.A.S. (Z C�,e i
Description of Soil
pt`✓�1
Nature of Repairs or Alterations(Answer when applicable) 99,51�� he_ TA,-L 7_c�l /1"e'-✓
_T a
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 Healt tJ
Signed �- Date -( 'S Zn u
Application Approved by �' . Date 1-2,e01
Application Disapproved by Date
for the following reasons
Permit No. Date Issued "" c '- 2 00
No. 2.OD - Q U 3 s. „� Fee /®D ,
THEICOMMONWEALT� H OF MASSACHUSETTS Entered in computer: Yes
��t - r,
PUBLIC HEALTWDIVISION -TOWN OF-BARNSTABLE, MASSACHUSETTS V
4ptication for Misposar 6pstetu Construction Permit
Application for a Permit to Construct( ) Repair(g-Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. N Fox -2 v n, wner's Name,Address,and Tel.No. ST-e'v, Ca 4 1�
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. L'q e1k/f;4,, Designer's Name,Address,and Tel.No. S L
P b S -2-9 j
Type of Building:
Dwelling No.of Bedrooms Lot Size 37,917 * sq.ft. Garbage Grinder( )
Other Type of Building S;,, a .,: I No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3.3 O gpd Design flow provided 3 Ll C.•3 gpd
Plan Date Number of sheets t Revision Date
Title
Size of Septic Tank Eut (o Oco Type of S.A.S. 2 ) S��f1.�Qdat,� T✓eM r�.��
Description of Soil
le I pall
Nature of Repairs or Alterations(Answer when applicable) Cv15 u 4 • n t,i T�air t i o /1 i� �, 1
s Date last inspected: ZOO
Agreement:'
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.'--,
Signed �-- Date L( S- 2oo'i
Application Approved by / G �Q .'S . Date 41' -zcko"(
Application Disapproved by / Date
for the following reasons
Permit No. 2,0 Oct - O Date Issued Gl - �- 2 UD;ci
- -- ----- - _ -
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(AY Upgraded( )
Abandoned( )by G!9�et ;J- �'` �'�tf C-L.C
at H t-09,►LIw has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No.2�R'O�3 dated
y- q- Zola
Installer n pt,,�; C� p� } C Designer C e^�AA-a-N.i
#bedrooms 3 Approved design flow t _ gpd
The issuance of this permit shall not be construed as a guarantee that the system will fun tionf as designed.'�
Date "� �fu`"1 Inspector "�✓ �C—J-'c i `'�
- -- ------------------------------------------------ -----
en
No. ooc( bl 3 Fee /a o
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION 7 BARNSTABLE,MASSACHUSETTS v
Misposal *pstrm Construction Permit
Permission is hereby granted to Construct( ) Repair( -). t 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:Construction must be completed within three years of the date of this permit.
Date - y 2 O� Approved b
pp Y
v
TOWN OF BARNSTABLE
LOCATION Ev}t' ItL1 � SEWAGE #
VILLAGE l�/ts] i2 tdr�/ j f �S ASSESSOR'S MAP & LOT
INSTALLER'S NAME & PHONE NO.
SEPTIC TANK CAPACITY 0 49
LEACHING FACILITY:(type) f t (size) 101 .
NO. OF BEDROOMS. PRIVATE WELL OR PUBLIC WATER
BUILDER OR OWNER ®oAJ 13,k o y° j.
DATE PERMIT ISSUED: J®
DATE .COZIPLIANCE ISSUED:
VARIANCE GRANTED: Yes No
�r
Town of uarnstame
Regulatory Services
' MASS.eAfiMA : ThGmas F. Peiler, Director
9.
Public Health Division
ArED MIN�'
Thomas McKean, Director
200 Main Street,Hyannis,MA 02601
Office: 508=862-4644
Fax: 508-790-6304
Installer_& Designer Certi€icatigLn Forth
Date:
Designer: :TL Et)glneecenr, -rn�
„ Installer: Capew;& EhEer�ns�
Address: 2_8 5 y Ccc�,ntoecry {ii�ihuay Address:
task Woceham H(� 6253 f3
On- i�rd sx was issued a permit to install a
(date) (installer
r
septic system at q,5- Fox
based on a design drawn by
(address) a
SG �n�c.neeci�� , inc. dated_ApR1 zoo
(designer)
1� I certify that the septic system referenced above was 'installed substantially accordingto
the design, which may include minor approved changes,such as lateral relocation of
he
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 of any vertical relocation of any component
r of the septic system) but in accordance with State & Local Regulations. Plan revision or
certified as-built by designer to follow:
t
tli OF MIc �cyG
2 JOHN'L.
(Installers Signature) cHUHR'clu.
Nis-
(Designer's
-11 N07
Sign e) (Affi esigner's tamp Here)
PLEASE RETU TO BARNSTABLE PUBLIC IIE TH II�ISli®1V. CERTIFICATE
OF COMPLIANCE ILL N®T BE ISSUED UNTIL BoTIEI THIS FORMAND AS-
I nAIN CARD ARE RECEDED B THII I BARNSTABLE PUBLIC ALTi1-I DIVISION.
THANK YOU.
Q:Health/Septic/Designer Certification Form
TRANS. NO.:
CITY/TOWN: CGery�II
APPLICANT:
ADDRESS: k5 Foy, kom
DESIGN FLOW: 334 gpd
REVIEWED BY: DATE:
,
N/A OK NO
GENERAL
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)] c/
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)]
System Calculations [310 CMR 15.220(4)(0]
daily flow 1/
septic tank capacity(required andprovided)
soil absorption system (required andprovided)
whether system designed for garbage grinder 1/
North arrow [310 CMR 15.220(4)(g)] t/
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] r/
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 ) T"UX l��i�1 ��V1t►r✓1�'� Sheet 1 of 7
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 V
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)[11)
Profile of system showing invert elevations of all system /
components and the bottom of the SAS [310 CMR15.220(4)(o)] V
Stamp of designer [310 CMR 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)] V
Test Holes adequate (two in each of the primary and reserve
unless trenches as permitted in 310 CMR 15.102(2) or as 1/
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)] 1/
Materials specifications noted? [various sections of 310 CMR
15.000] V
System components not> 36" deep (unless Local Upgrade
Approval or LUA requested) [310 CMR 15.405(1(b)]
Address qs- rdx ko n¢ (64elV Ile- Sheet 2 of 7
.J
N/A OK NO
SEPTIC TANK
Size OK? [310 CMR 15.223(l)]
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 1/
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)(0]
Three access covers (inlet and outlet must be 20" or greater) - /
middle access at least 8" (b 7/07) [310 CMR 15.228(2)] V
Access to within 6 " of grade - one port for systems<1 000gpd,
two for systems >1000 gpd [310 CMR. 15.228(2)]
All at-grade covers secured to unauthorized access? [310 CMR
15.228(2)] L/
> 10 ft from building foundation [310 CMR 15.211(1)] r/
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]
Multi-Compartment Tanks`
e
Required when other than single-family dwelling or flow>1000
gpd [310 CMR 15.223(1)(b)] V
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 ! S Fox /wln, C e,� ✓���e Sheet 3 of 7
N/A OK NO
BUILDING SEWER AND OTHER PIPING-,,,,,-"-,
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)[1])
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)]
Siphonproblem/(leachfield below pump chamber)
Endca s 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 J
types allowed) V
DISTRIBUTION BOX
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 CMR15.232(3)(e)]
Watertight cover if<2000gpd); waterproof manhole if>2000gpd J
[310 CMR 15.232(3)(d)] !/
PUMP CHAMBERS
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 tcalculations needed ? Provided? [310 CMR 15.221(8)] r/
Address -I rX 2u✓� Levi jer l Sheet 4 of 7
f
N/A OK NO
SOIL ABSORPTION SYSTEMS (SAS),GENERAL� , ,,,,,,,
Calculations correct? ✓
4 feet of naturally occurring material demonstrated? [310 CMR
15.240(1)]
Required separation to groundwater? [310 CMR 15.212)]
Aggregatespecified 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)] 1/
Breakout requirements met? (No violation of breakout elevation
within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and
Guidance Document]
GALLERIES,PITS,CHAMBERS 310'CMR 15.253
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)] LI/
TRENCHES 310 CMR 15.251 4
Width T minimum 3' maximum [310 CMR 15.251(1)(b)]
100 feet - maximum length [310 CMR 15.251(1)(a)] r/
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]
BED SAS(Maximum size.ofbod or field 5000�gpd),4 4.,
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)(0]
Bottom area used in calculations only [310 CMR 15.252(2)(i)]
Address y� Fax �Uh, (f ,�ellh Sheet 5 of 7
N/A OK NO
DID THE PLAN INVOLVE
z _
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 j
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 u/
the specification of 310 CMR 15.255(3)?
Impervious barrier and/or retaining wall ? [Guidance Document] t/
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] 1/
At least 5 ft. from impervious barrier to edge of SAS (10 ft.
recommended) [310 CMR 15.255 (2)(e)]
Gravelless-System [I/A Approval Letters) �
Check DEP Approval letters for credits and design conditions 1/
If used with pressure dosing do not allow pressure discharge
to scour soil interface
Alternative Septic System,[VA Approval Letters) ,x,
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 v
manual?
Has applicant submitted a copy of a maintenance
Variances . .
Are the variances listed on the plan ? [310 CMR 15.220
(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 15.4141
Address /S FOX gun-) (en�FI✓!I� Sheet 6 of 7
N/A OK NO
Nitrogen Sensitive Areas
Is the system in a Designated Nitrogen Sensitive Area(Zone II 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 I/
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)]
Miscellaneous
Pumping to septic tank ? [ 310 CMR 15.229]
Shared System [310 CMR 15.290]
Address I s� �c?�C l�U� , ��µt�/�i'�� Sheet 7 of 7
TOWN OF BARNSTABLE
LOCATION V!r )Zus'® SEWAGE# 2 0 0 -43
VILLAGE ASSESSOR'S MAP&PARCEL d9 7 /Si
INSTALLER'S NAME&PHONE NO. CjitgnQiy��v 4'ytF �/2g (/00A81
SEPTIC TANK CAPACITY lUdO !¢!0 �!xt f-k)!2,e
LEACHING FACILITY:(type) (!7) &I'C 3(, /-4 C, (size) (d� 30
NO.OF BEDROOMS 3
OWNER r \ I`
PERMIT DATE: - COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility /Vo ® !/ 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 L. aching Facility(if any wetlands exist
within 300 feet of leaching:facility). feet
FURNISHED BY
v� t
Ay 5-yl z 33
5 �
d�l
r Town of Barnstable P#
Department of Regulatory Services
: . Public Health Division Date
MASAL
200 Main Street,Hyannis MA 02601
4
Date Scheduled Time Fee Pd. /10�
Soil Suitability Assessment for Se a e Dis sal 0
Performed B �uY1J1 G, Lin UV-C)A 111 �f, P•C. �
y Witnessed By. j ( ��
. l
LO.CATION�& ENERAI,IN�'QR1I�ATION
Location Address � �O �✓�/,� Owner's Name herl 't
�/ S ieq 1}nh C�h�t I
C V epc_ll,� Address y S (o X 9-4, ('Co l erut(l c, k d ,
i
Assessor's Map/Parcel: a p��� L� 9 Engineer's Name , t-q,5, �ee.rev)5 ;7ro c.
wore tnavr� I H A- cU Z S:A,
NEW CONSTRUCTION REPAIR Telephone# J0 b-2-73-0 3 7 7
Land Use S`nsl2. o,nnt(y Slopes(%) 1-3 Surface Stones
Distances from Open Water Body ft Possible Wet Area ^ ft Drinking Water Well _ ft
Drainage Way ft Property Line 7 1 0 ft Other — ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
3 't
Parent material(geologic) 5� Depth to Bedrock 7 Z
Depth to Groundwater: Standing Water in Hole: T 13 2 + Weeping from Pit Fuca _. 7 r 3 a .
Estimated Seasonal High Groundwater 7 i
DE1`MMMATION FOP SEASONAT HIGH WATEt TABLE `:
Method Used: DVecF 0loStc00-ft4'rl
Depth Observed standing in obs.hole: `7 13 2 In, Depth to soil mottles: 13 z _ in,
Depth to weeping`"from side of obs.hole: 7 12,4 ►m Groundwater Adjustment __ ft•
Index Well# Reading Date: — Index Well level Adj.factor Adj,Groundwater Level
I� COI,ATIiN ' T ]Date
Observation
Hole# Time at 9"
Depth of Perc 2 0 3 E Time at 6
"
Start Pre-soak Time @ /0:Z'�'� Time(91'41) i
End Pre-soak 1049 A/1
Rate Min./Inch ,> 4 2-
Site Suitability Assessment: Site Passed. Site Failed: Additional Testing Needed(Y/N) Ai
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
Depth from,, Soil Horizon Soil Texture Soil Color
Surface(in.) Sail Other
(USDA) (Mansell) Mottling (Structure,Stones,Boulders.
Consistency,%Gravel
A SL /U Sr 314
12-131-
G N S Z-5 16/4 2�J/• �ea�e>1
AEEP OBSERVATION H'OL .LOG Hole# 2._
Depth from Soil Horizon Soil Texture Soil Color Soil
Surface(in.) (USDA)- Mun Other
( sell) Mottling ,(Structure,Stones,Boulders.
-Consistency,%Gravel
D^ (D N SL 1Gii ��2
6-c2 Der 5/6
2 l32 G 1�5 2, 5i 6/6
DEEP`OBSERVATION HOLE:IOG Hole
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA)
(Mansell) Mottling (Structure,Stones,Boulders.
Consistency.%Gravel
DEWOBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Sail Other
Surface(in.) (USDA) (Munsell) Mottling
(Structure,Staves,AAalders+
Consistency, Gr 1
Flood Insurance Rate Man:
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 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? Y e S
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on % (date)I have passed t e soil evaluator examination approved by the
Department of ironmental Protectio d t above analysis was performed by me consistent with
the required g,ex r a en cribed in 310 CMR 15.017. -
Signature Date ®9
Q:\SEPTIC\PERCFORM.DOC
Fir$�.7S a..........
�rA THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
n( TO ......
tuAl ........... OF 7.
4. �-r
. ...... .4....-�-. ..........................................
'Y Apphratiun for Ili,gpus al Workii Tnnuitrnr#iun amit
Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal
System at:
-•- 4 ---F oX... .w... CC-ov7-,tAeL11L4d ��
Lo T /?
- -ot-N--.------•---•------•-----------------•------
- .......... __ - -........a_tion-Address o4wNor o
,00 AL, 3 Lc,$ W✓� Z/ MAQy
........................ ._...-•-- .... 1�1
Owner Address
W �'CfE ecs^v J:?�4 cTlq ��-f.__4b .. ...0 Nr�VjLt_E /"A
----•--•.._..•---..._---•_--- • • -•---•----- _--•--- -------•--_
Installer Address
QType of Building Size Lot_32.6Y 2..........Sq. feet
U Dwelling—No. of Bedrooms............3......._......................Expansion Attic ( ) Garbage Grinder ( )
U
Other—T e of Building ............................ No. of persons____________________________ Showers — Cafeteria
a' Other fixtures ................................ .
W Design Flow..........i1C>___________________________gallons per person per day. Total daily flow............................................gallons.
WSeptic Tank—Liquid capacity_?°dv__gallons Length.&__.4!___._ Width.4`b_....... Diameter________________ Depth................
x Disposal Trench—No_____________________ Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No---------!.---------- Diameter......!. --------- Depth below inlet.___._._________ Total leaching area__z _�.._.sq. ft.
Z Other Distribution box Dosing tank ( )
'-' Percolation Test Results Performed by.__G_v..i L.r°W....I._L-4YQQ..A.?.r$__.............. Date_______"_? �.
aTest Pit No. 1.__.G_...:_._minutes per inch Depth of Test Pit...... ' ---------- Depth to ground water_.�!'P_'vc
(� Test Pit No. 2................minutes per inch Depth of Test Pit__________._________ Depth to ground water.............__-__._._.
...................................................f ---...--
O Descri_tion of Soil. ---...•-...7v----�•Z ii-----L a.F�v+ !u�3s a i[- j ......................... `f [!---C LE�•-•_..
x M nIIt r'4`�a----------•-----•-•---------•..............
U -6F.. .
W --------------- -----------------------------------------------------------------------------------------------------------------------------------------------•--•- >�
UNature of Repairs or Alterations—Answer when applicable-------•-------------------------------------------------- _ .....40 c
....................-..............................................................................................................................................
...
Agreement: i N
The undersigned agrees to install the aforedescribed Individual Sewage Disposal ys AA0 w h
the provisions of iIli LE 5 of the State Sanitary Code—The undersigned further agrees
operation until a Certificate of Compliance has tfenn [
issued by the board of health. �FSS/ONAL � \
y D
Application Approved By...... _ _._.._ C.. ' ""--_-_--_•-------------------•-------.. -_.�. _ __r ...._._
Date
Application Disapproved for the follow reasons___ ____________________________________________ ••----•---....-•----•-•-••----•-•---••-- ___
......................•---•--•••••-._.._......_.....-•••--•-•--•-----•••-•---••••-•--....._..-•---._...._-••--•----•----•-•---•---•-•----•-••----••--•--•--••--•••--------•-•--••-•----•--•••--•--•-----
Date
PermitNo......................................................... Issued......................................................
Date
No... FES..............`................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
... ..............OF.......................................-- ---------------..........................-----
ApplirFation for Bispoii al Works Tutuitrnr#iun Frrutit
Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal
System at:
------------- ........................................................... ............................................... .
Location Add - o
/ t� , " I XAfJ
Owner Address
(s� /j r `( (�Crt- r7/rL, C7/� r� Y� L . ev-, -v ,.` rFr T�!{ �'iLC� IkIA
a ........................•••---•----.....----•............-•••••••----......---------•-._......•... ................................... •---..............._....••---•-----------•---•-•--••--••----.
Installer Address
Type of Building — Size Lot.___^_�.f!..%.........Sq. feet
.. Dwelling—No. of Bedrooms............ ....................•__..._..Expansion Attic ( ) Garbage Grinder ( )
aOther—Type of Building ............................ No. of persons......._.................... Showers ( ) — Cafeteria ( )
a' Other fixtures -----•----------------------------------------------..
W Design Flow...........J.14:...........................gallons per person per day. Total daily flow............................................gallons.
WSeptic Tank—Liquid ca.pacity..!:.`_ _.gallons Length......... .... Width.__ _ f._._... Diameter................ Depth................
x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No.... ---------- Diameter.......'.`......... Depth below inlet................... Total leaching area.... ...sq. ft.
Z Other Distribution box ( r,') Dosing tank ( )
~' Percolation Test Results Performed by...'.`. '`....`.......�'�. ` !i r.., . rl .. ....... Date.......I._.._...........
•�.._•__....
1 ,
Test Pit No. 1................m>nutes per>nch Depth of Test Pit-------__........... Depth to ground water------------------------
Test Pit No. 2.............:,_minutes per inch Depth of Test Pit.................... Depth to ground water........................
0 e i i ' . c/I s !r r/.. / 7 j `/ .. /r . l,vv
Description of Soil...........................•-------...----------=----------•---••---.................------------=-----------=-----------=------------•-----•-•---•-•---------•--....
•-•---------------------------••---.....------•-•--••--•--.........--•-•----................----•--•---------•--....................-------•-•--•--••---•••-----••_..... --
U Nature of Repairs or Alterations—Answer when applicable.__._.___....f............................................
J
-----------------------------••-•----•-•---------•------•--.........--------------•---.........................-•-•-------------•---------------...••-•--•---•--- OH
Q. ...-•_•----.-- .. .g
Agreement: t e C ,,O
The undersigned agrees to install the aforedescribed Individual Sewage Disposal s c r "-r c14
with
the provisions of TITLE LP; 5 of the State Sanitary Code—The undersigned further agrees c trhe sV_t �in
operation until a Certificate of Compliance has en ssIQ
ued by he board of health. ; '�'O,c'�f6lSTE� `X:
�J SS to AL
PP PP Yne ate
A lication Approved B ��).1. g 1 ,� �= .............. ,
Da '-.....
.`� ------ . _
________________________________________________________________________
--....._...-•---
Application Disapproved for the following reasons____ ..............—
--------•--------------------•-----------••-•---....---•-----•------------------.._...•------•----•••-•-••------------------•-•-----•-•----•••-----••••--•-•---••-------••----•-•••--•-•-•--•-•...•-----
Date
PermitNo._.-.................................................... Issued-.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
kS
Tprr$if iratr of TumpliFatta
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (11) or Repaired ( )
byl`--- r-- ----------------------------------------------------------•----------- ..---•-•----..........--------
(
at-------------------•---` ..
......--------•---..... .--•---...... .'............... -L_--.7- ......... ' . .L--L..........................--....................
has been installed in accordance with the provisions of TIIE 5 of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No.___"I'_`'_________I. _ ___________ dated----:_--_----- '" .
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE.................. ..... ..-•••-•-- .................................. Inspector....... -.. ..... -
THE COMMONWEALTH OF MASSACHUSETTS
I/ BOARD OF HEALTH
....OF............::3 i\�.. 1 ..•. ' ..i. -•••.......... �—
C) j .......... .... ...\... ..... ..�..1............ ....
No..............:...�. ... FEE..........
.s............
Disposal Workii TwOnotrnrtion rrmit
Permission is hereby granted...................................................................................L
...................................................
to Construct or Repair ( ) an Individual Sewage.Disposal System
~Street
as shown on the application for Disposal Works Construction Permit No... s
.............:(Dated_.____.__'_:_._.____.....::.__ 'r:.....
1
DATE _______________________________________________ Board of Health
FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS �P,•
WLSON HILL ASSOCIATES, 9NC.
ENGINEERS, SURVEYORS, PLANNERS
39 Pleasant St., P.O.Box 602, Sagamore, Massachusetts 02561 617-888-7484
May 26, 1987
Town of Barnstable
Board of Health
367 Main Street
Hyannis, MA
RE: Septic System As-built
Lot 12, Fox Run, Centerville
Dear Sirs:
Based upon an investigation of the septic system as-built for Lot 12,
Fox run, Centerville, we hereby certify that installation was completed in
accordance with the engineering design plans.
Very truly yours,
WILSON HILL ASSOCIATES
Simon B. Thomas, PE
SBT/lb
CC: Donald Brown
An Equal Opportunity Employer
r ,
i
rA,
r
-----------
FOX RUN
55-3.00 p�
/4 J.
i
/4 E
g7. 49 FOXSEA
a4
MARSH �9
A/Rc
' 3& 7 '' i LOCUS PLAN
HAY BALES,
°h SCALF_
AT
- I
L I M I, GA,QA;t 1 4 51 :)/'I r j/� n✓
ti _6- I a
F 13��� 1 rNp EL. = I 34—� a 5 _ 4 0.6,
w _ T 'RBANCE
I S �_ s
-- - - SEWAGE SYSTEM DESIGN
LOT 12
FOR
DONALD B. BROWN
t
LOT 12 FOX RUN
CENTERVILLE, MASS.
{--Q V7. DESIGNED BY J.M.Y
.�JOH .. J L Y i 8 3
SHEET 1 OF 2 SHEETS
SCALE 1 = 30 706
i ' ���\� ILSON HILL ASSOCIATES
' ST
39 PLEASANT ST., P.O-BOX 602
Q
i!AL SAGAMORE, MASS. 02561
m tY
888 - 7484
t
IN/,5/-/ GRADE BASIS ')F DES I,, ,
-L
F-,'AZ: 4 rl,,4r1FT-)',c' 40 /0 V. C. 40.00'
NU^113LR OF BEDPOWOS 3
"NITS 1\101VE
37 00 GARBAGE Dl., PuSAL
Pee�jp
'N(;3&- L)o LEA�'H, CAPACI PE,.i,'!Pl: 330 G PD
\ 00
e
AR
c�ep EA PROPOSEL 6 F./,- 57
0117
VF. �4> 'CATER
AREA P,?OPUSE'[)
-- IROPUSED LEACHINGLEACHING -'AP 4512.9 -JP,/
A;��,
jj.�_,a 7 . �ATER SUPPLY TOWN WATER
Old 4
6 . PRECAST REINFORCE , CONCRE-E UNIPS
GROUND WA'!'FP NOT ENC,)-NTFRI�D
01
5
/000 60! le '30.'3?,"
Ll k) I ,1, 1 --
ALT- sys,rE.',! CO�IPONEN':'E, 13HA1,1- 9-7
ACCORDANCE r!Tll THE STA71-` SANi...ARY -'UDE AND
ANY LOCAL APPLICABLE
ANY CHANGE TO THIS PLAN MUST Bl, APPRUVE'D BY "I'liF
i-iOAPIJ OF HEALTH AND .,'.„SON HILL ENGINEERS .
BEFORE THE SYSTEM, THE CONTRACTOR
PROF IL E SHA1,1, NuTIFY ilL.L;uN HILL. AND THE BOARD
--4 — 12 4 OF HEALTH AGENT F u IN P 1-. I CON, 'I< 10N.
r,4 A 4 . HEAVY EQULPMENT fiA..L NOT TRAVE', '.,'EP D. SPUSAL
S Y ST FYI I .
DURING AN'-) AFTER CUNSTRL'k-l-lo,"
APPROXIMATE DI T A N E
SOIL LOG
�,Ol L S DEPTH FLE
0 1, LOAM So I !, P l."ST SEWAGE DISPOSAL SYSTEM
70, e FOR
12' O�? 00
I)ATE OF TEST 1qC1CU,5T 13) 19,96 DONALD B. BROWN
TF S T TAKEN W/L.SON qlzi AssoCIA7ES, /A/C LOT 12 FOX RUN
12 CLEAN WITNESSED /V A A/if K L 5/rNER (I-IEALTf-1 A�,El%
CENTERVILLE, MASS .
To MEDIUM
/44 SAND PERCOLATION PA'PE ',IINUTI'L� PEP INCH OF DESIGN 3y J.M.Y.
GOUND I-ATI'l? No WATER D
JOHN cyJUL Y /9.96
a McKl 6H E E 7' 2 OF 2 'S/-/E 9 7--5
CI 1 C10
=%AfILSON HILL�AS
2(o.00 SOCIATES
39 PLEASANT ST., PO.BOX602
NO WATER ALSAGAMORE, MASS. 02561
888 7484
PROVIDE PRECAST CONCRETE
T.O.F. EL.= 38.5' ± EXTENSION RISER WITH CONCRETE INISH GRADE OVER D-BOX= 37.0''F 4" GENERAL NOTES
SCHEDULE 40 PVC MIN. SLOPE 1 % FINISHED GRADE OVER DIFFUSERS = 36.5� - 37,Q'
COVER TO WITHIN 6"OF F.G. OVER 7
INLET AND OUTLET COVERS. REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2% MIN. 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
INSPECTION PORT WITH ACCESS BOX TO METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
FINISH GRADE RISER TO WITHIN 6"OF FINISHED GRADE WITHIN 3"OF F.G. (ONE PER TRENCH)
@ L FND. EL, 37.0'± FINISHED GRADE OVER TANK EL. = 37,0'± 5"DIA. OUTLET(S) CODE AND ANY APPLICABLE LOCAL RULES.. -..._.. - - 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
} DESIGN ENGINEER.
PROPOSED 4" 9"MIN.
-EXISTING 4" 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
SEWER PIPE
- PVC SEWER PIPE 36"MAX. 9"MIN.
36"MAX. TOP OF SAS/B.O. = 34,18' SYSTEM UNLESS OTHERWISE NOTED.
3" DROP MAX PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
N
=---==--- 6" 3 2" DROP MIN 3 g MIN.SIoPE@1% JOINTS (TYP.) ELEVATION =34.18' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A
I� 10" " PVC IN FROM 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF
14" *34,g'± �_4
EPTIC TANK 4" PVC OUT TO 1.33' THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
. LEACHING FACILITY (-n.p ) 16 TYP
0.90, 10.75"TYP 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
N 11
CONTRACTOR CONTRACTOR SHALL OUTLET TEE 34.17' MIN.
6 34,00' I 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
SHALL VERIFY SIZE 48" VERIFY CONDITION OF33.75� \-32,85' (LAID FLAT) 2.875'(34.5")--I----5.75'� 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
AND CONDITION OF EXISTING TEES 22"ZABEL FILTER �c 6"CRUSHED STONE 5 0' (TYP.) FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
Dw
EXISTING SEPTIC AND REPLACE AS MODEL#A1801-4x22 M�3 OVER MECHANICALLY
TANK NECESSARY COMPACTED BASE (TYP.) 5'MIN. 11.50' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
AND DESIGN ENGINEER.
5 OUTLET DISTRIBUTION BOX 30.0' (TYP FOR BOTH TRENCHES) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 38.00' ESTABLISHED
- TO BE INSTALLED ON A LEVEL STABLE
ON A NAIL SET IN A TREE AS SHOWN ON PLAN.
BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV.= < 25.70'
9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
CROSS SECTION VIEW BIODIFFUSER (PROFILE) BIODIFFUSER (END VIEW) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
"CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL 12 - ARC 36HC (#3616 B D) BIODIFFUSERS TO THE DESIGN ENGINEER.TO ANY WORK & NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. �
11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING '
` "�(d 111,06 " TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
• ' * 'F
a PERC NO. 12517. vie p • ' APPROPRIATE AUTHORITY.
.• � • 14 •
• * I� r�0__ ;�. , INSPECTOR: Donna Z. Miorandi, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS
`�• " ' • •' EVALUATOR: John L. Churchill, Jr., P.E. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE
w r�� ��a '"• • .•� C.S.E. APPROVAL DATE: Nov. 1997 THEY SHALL WITHSTAND H-20 LOADING.
• al • �, Cy � • r
DATE: April 1, 2009
13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
rr • ''`°' -,: + TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
ELEV TOP 36.70'
MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
• - C'� f =
REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY,
FOX RUN ELEV WATER= < 25.70' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3).
(40'WIDE LAYOUT-PRIVATE) ~ ,. •. •* " " PERC RATE - <2 min./inch 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
• • M • '• SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
0-
_ r ' M'* �' • •. DEPTH OF PERC= 20"-38"
M EDGE OF PAVEMENT -' f • • 16. PROPOSED PROJECT IS LOCATED WITHIN:
TEXTURAL CLASS: 1 ASSESSOR'S MAP 227 PARCEL 159
Z ; &
a L=14 3.2 6' /34 2' ► • • e • irl`r OWNER OF RECORD: STEPHEN P. &ANN G. CAHILL
R=5 5 3.0 0 �32/ /3ik /36- �� O
•II• a ` ADDRESS: 45 FOX RUN
S84°40'10 � _
.5' o 62.87' "Er/ = ' '• + AO" y 36.70' CENTERVILLE, MA 02632
1 - � Sand Loam
1 ` 10Yr 3/2
APPROXIMATE LOCATION OF EXISTING: / /� M� • ,�� q + • • � 61, 36.20,
3-FLOW DIFFUSSERS PER AS-BUILT CARD TO �� ti ° ° 3° �� K r, J ti r! • B Loamy Sand FEMA FLOOD ZONE C
BE REMOVED IN ACCORDANCE WITH TITLE V 3 / w a
TP 2 , •0•*„•{ rl � 12„ 10Yr 5/6 35.70' COMMUNITY PANEL# 250001 0008 D
APPROXIMATE LOCATION OF EXISTING [ 36.7 0 3 -PROPOSED INSPECTION PORT WITH -.rµ * •II' 17. DEED REFERENCE: BOOK 8385 PAGE 10
DISTRIBUTION BOX TO BE REMOVED ti / -�, I j M Ztu �w ACCESS BOX TO GRADE (TYP OF 2) _ Cra '11 j, -1; 1 ` • •• • " 20° 35.03'
REPLACED WITH A NEW DISTRIBUTION BOX a �,� �* • •rf� '� • +R Perc 18. PLAN REFERENCE: PLAN BOOK 326, PAGE 73
Co
ti _ `� r-
�rt
V. w ` ` - TP136.T • �•' •� ' . ` �� 0 38" 33.53' 19 ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
�Z •t . • •
> -PROPOSED TOTAL 12 ARC 36HC BIODIFFUSERS ' •
CO
C > 12 v ' #_ • ��_ WIlw 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
C� �. 1�• Medium Sand
.. .. p M Q O 2i� ��� (6 BIODIFFUSERS EACH TRENCH) �-~�""" " '-'' "-' f IIII• G;u �Il C 2.5Y 6/8 , FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
----- v r _• o FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
EXISTING 1000 GALLON SEPTIC TANK TO __-
M /k � V I����..�._.. fi� +'�ii ��� �[[ q oU II � � (20/o Gravel)
BE UTILIZED AS PART OF THIS DESIGN I N 3� - ` E /j� I �11
MAP 227
PARCEL 160
Benchmark LOCUS PLAN-
EXISTING
#45 Nail in Tree
Elevation =38.00'
MAP 227 GARAGE 3-BEDROOM A rox. M.S.L. SCALE: 1"= 1000' 132" 25.70'
PARCEL 159 DWELLING
TOF = 38.5'± No Mottling, Standing or Weeping Observed.
± - --_ . _.-.__
37,817 S.F. __-_ _____.
o �
to N
DESIGN DATA TEST PIT DATA LEGEND
ao . PERC NO. 12517 50x0 EXISTING SPOT GRADE
N _q INSPECTOR: Donna Z.Miorandi, R.S.
`r o CO NUMBER OF BEDROOMS (DESIGN) 3 - 50 - - EXISTING CONTOUR
o °D
MAP 227 DESIGN FLOW 110 GAUDAY/BEDROOM EVALUATOR: John L. Churchill, Jr., P.E.
z
PARCEL 158 TOTAL DESIGN FLOW 330 GAUDAY C.S.E.APPROVAL DATE: Nov. 1997 50 PROPOSED CONTOUR
DESIGN FLOW X 200 % = 660 GAL/DAY DATE: April 1, 2009 E/T/C EXISTING UNDERGROUND UTILITIES
USE EXISTING 1,000 GALLON SEPTIC TANK TEST PIT#: 2 GAS - EXISTING GAS LINE
ELEV TOP= 36.70' W W EXISTING WATER LINE
ELEV WATER= <25.70' TEST PIT LOCATION
- INSTALL 12 - ARC 36HC (#3616BD) BIODIFFUSERS PERC RATE _
O EXISTING 1,000 GALLON SEPTIC TANK
DEPTH OF PERC =
/ (2 ° ° 3) SYSTEM CAPACITY TEXTURAL CLASS: 1 PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE
MAP 227
(TOTAL L.F. OF BIODIFFUSERS)(7.8 SF/LF)(0.74 GPD/SQ.FT.)= GPD Q PROPOSED DISTRIBUTION BOX
PARCEL 131 (60.0')(7.8 SF/LF)(0.74 GAUSQ.FT.)= 346.3 GAL. LEACHING/DAY 0" 36.70'
A Sandy Loam PROPOSED ARC 36HC(#3616BD)BIODIFFUSER
6" 10Yr 3/2 36.20'
w
TOTALS: Loamy Said
00
N &) B " 10Yr 5/6
0 1
0 4)
N
,n TOTAL NUMBER OF BIODIFFUSERS: 12 12 35.70'
/
z TOTAL NUMBER OF COUPLINGS: 0
TOTAL LEACHING AREA: 468.0 SQ.FT. REV. DATE BY APP'D. DESCRIPTION
gg4039'46"W HC-2 TOTAL LEACHING CAPACITY: 346.3 GAL./DAY
HC-1 --
198.37' PROPOSED SEPTIC SYSTEM UPGRADE
MAP 227 #45 C Medium Sand PREPARED FOR:
� 2.5Y 6/6 '
PARCEL 4 EXISTING NOTE: (20% Gravel) CAPEWIDE ENTERPRISES
E 3-BEDROOM EFFECTIVE LEACHING AREA OF 7.80 SF/LF OBTAINED FROM THE
DWELLING DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER LOCATED AT
TOF- 38.5'± "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO
NOTE: ADVANCED DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003(LAST 45 FOX RUN
MODIFIED JULY 23,2008). TRANSMITTAL NUMBER=W000052. CENTERVILLE, MA
- -
1.) MAGNETIC MARKING TAPE SHALL BE PLACED _- _.
ALONG THE TOP EDGE OF EACH SEPTIC SYSTEM SWING-TIES (SCALE: 1 =20') 132" 25.70' +' SCALE: 1 INCH = 20 FT. DATE: APRIL 6, 2009
COMPONENT. HC I I 1I 2I ao $I FEET
DESCRIPTION -1 HC-2 No Mottling, Standing or Weeping Observed
1 RESERVED FOR BOARD OF HEALTH USE �oF 1 L�� � PREPARED BY:
2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN BIODIFFUSER CORNER(1) 28.2 31.2 - -
THE LOCATION OF THE PROPOSED LEACHING FACILITY A w JC ENGINEERING, INC.
TO ENSURE CONSISTENCY WITH TEST PIT DATA BIODIFFUSER CORNER(2) 55.3' 55.7' No ` 2854 CRANBERRY HIGHWAY
SHOWN ON THIS PLAN. REPORT TO ENGINEER AND BIODIFFUSER CORNER(3) 59.8' 51.9' EAST WAREHAM, MA 02538
LOCAL BOARD OF HEALTH IF SOILS ARE NOT SITE PLAN BIODIFFUSER CORNER(4) 36.3' 23.8' 508.273.0377
CONSISTENT WITH TEST PIT DATA. -- - - -
SCALE: 1"=20' Drawn By: MCP Designed By:MCP 1 Checked By:JLC JOB No.1591