HomeMy WebLinkAbout0628 SKUNKNET ROAD - Health 628 Skunknet Road
- Centerville
A= 169—015 - 018
5 M EA
D®
No.2-153LOR
UPC 12534
smead.com • Made In USA
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1 � �
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No. / r Fee _
THE COMMONWEALTH OF MASSACHUSETT Entered in computer:
S
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Rppltratton for Dttponl 6p.5tem Con5trUCtton Verna
Application for a Permit to Construct( ) Repair�pgrade( ) Abandon( ) ❑Complete System ❑Individual Components
SK�w�KUI?"�'
Location Address or Lot No.Go Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel
Installer's Name,Address and Tel.No. ` v- Designer's Name,Address and Tel.No.
Type of Building:
DwellingNo.of Bedrooms Lot Size
sq.ft. Garbage Grinder
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.r quired) 3 3 gpd Design flow provided '151 gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank D CkType of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title S of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by t d of Health.
igne Date $ O
Application Appro d by Date
Application Disapproved by: Date
for the following reasons
Permit No. Date Issued
No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
R.pprication for Mtgpoof * gtemt Con,5truction Permit
Application for a Permit to Construct( ) Repair�_ Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. � C e-0 V-AJL:- ' 2
Owner's Name,Address,and Tel.No.
CLw,,l:'RLV � L
Assessor's Map/Parcel h
Installer's Name,Address and Tel.No. Designer's Name,Address and Tel.No.
3 20 �� —V S y 1
74
Type of Building: x
Dwelling No.of Bedrooms Lot Size /S 000 sq. ft. Garbage Grinder
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.r quired) 3 3(3 gpd Design flow provided 3 d
gP
!,Plan Date 2R Number of sheets Revision Date
t
` Title I
a,Size of Septic Tank Q Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by t *Bo d of Health. l -
igne c1- Date S C
Application Appro d by Date
Application Disapproved by: Date
for the following reasons
Permit No. —[ Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
i
(Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded
Abandoned( )by ♦C\4,'\/ JJ S<—
at b ol-t ` -\LIv,-P 14� 2� has been constructed link accordance 1 s�
with the provisions of Title 5 and the for Disposal System Construction Permit No. ! � 0 dated
Installer ''t C�L�/ �.��r- Designer v�
#bedrooms Approved design flow gpd
The issuance of this permit shall not be construed as a guarantee that the system E*r7*40
esgned.
Date I �� Inspector
-----------------
Nc
Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS
Mgool 6pgtem Coufstruction* Permit
Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( V) Abandon( 1( )
System located at C,
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
to comply with Title S and the following local provisions or special conditions.
Provided: Construction must be completed within three years of the dat(ofhis perDate �� Approved ��
TOWN OF BARNSTABLE
LOCATION b.P_;6 SEWAGE# — i I?
VILLAGE ASSESSOR'S MAP&PARCEL ®(
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY 6lyt> Ste_ \,Cob . elj!p
LEACHING FACILITY:(type) r Gy S� (size) 121�-2y
NO. OF BEDROOMS
OWNER Cft�4l
PERMIT DATE: �'_$-O�j COMPLIANCE DATE: !7L-- 13 -io 01
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leachi facili Feet
FURNISHED BY
Pk
AL
pk
V3
4 �
i
TRANS. NO.:
CITY/TOWN: c -�� i
APPLICANT: s -
ADDRESS: - + -rT'�
DESIGN FLOW: gpd
REVIEWED BY: DATE:
N/A OIL NO
,{y '�7�j '� -a ,�tt��,,k' � � a-t t�,,, `;'�e1 w� r z� z ti;._s .r t f,,, �;.t. yt, •p�,/ b; -
'lYE1,l,Y?
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 CNM 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 CNM 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 and provided)
soil absorption system (required and provided)
whether system designed for garbage grinder „d
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 CNM
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 15.2421
Certification statement by Soil Evaluator [310 CMR 15.220(4)0)]
Observed and Adjusted groundwater (method for adjustment
given or indicated) [310 CNM 15.103(3) and 310 CMR
15.220(4)(n)] 62-6 -.�L ►•..a., ,�"'"°�...
Address Sheet 1 of 7
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 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 waterline 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(1).and 310 CMR 15.220(2)]
Stamp of Registered Land Surveyor (required if construction
activities within 5 ft. of lot line) [310 CMR 15.220(3)]
Test Holes adequate (two in each of the primary and reserve
unless trenches as permitted in 310 CMR 15.102(2) or as
approved for an upgrade under LUA at 310 CMR 15.405(1)(k)]
Test hole adequate to demonstrate four feet of suitable material?
1310 CMR 15.103(4)]
Test Holes adequate to confirm adequate groundwater separation? V/
[310 CMR 15.103(3)]
Benchmark within 50-75' of system [310 CMR 15.220(4)(q)]
r
aterials specifications noted? [various sections of 310 CMR.000]stem components not> 36" deep (unless Local Upgrade
pproval or LUA requested) [310 CMR 15.405(1(b)]
i
Address Sheet Sheet 2 of 7
N/A OIL 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 l
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" (Tanks buried more than 9" must have risers
on all openings and on the d-box) [310 CMR 15.2228(1) and 310
CMR 15.232(3)(f)] ,
Three access covers (inlet and outlet must be 20" or greater) -
middle access at least 8" (by 7/07) [310 CMR 15.228(2)]
Access to within 6 " of grade - one port for systeins<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]
1dlul�i �o'mparrtinen fan
.?T.-N N.,`....,
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
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
CMR 15.252(2)(h)]
Materials specified (310 CMR 15.251(5) specifies various pipe
types allowed)
Stable compacted base [310 CMM 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 CMM15.232(3)(e)] 'fix
Watertight cover if<2000gpd); waterproof manhole if>2000gpd
[310 CMR 15.232(3)(d)]
PICr`A10'�IBSOEM
'.h `J3Jn V
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 J
TO GRADE [310 CMR 15.231(5)]
Service components accessible (not too deep with piping,
discomiects accessible)
Alarm floats - alarm on circuit separate from pumps specified?
Exceeds two units must have two pumps operating ul 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 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
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 P 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)]
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)[41 and Guidance Document]
B,�ED�Sa�aan� iz� o s' o re�cl„ 5000 gp,�cl) `" `r
minimum 2 distribution lines [310 CMR 15.252(2)(q)]
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)(1)]
Address � �'� '�..� Sheet 5 of 7
T4 N/A OK NO {}�
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 fall -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 CUR 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 CUR 15.252(2) and V/)
Guidance Document]
At least 5 ft. from impervious barrier to edge of SAS (10 ft.
recommended) [310 CMR 15.255 (2)(e)]
Gra�e s' �s em 1?Psn a =e ter : r e
Check DEP Approval letters for credits and design conditions
If used with pressure dosing do not allow pressure discharge 77
to scour soil interface y�
e {ge ,epk m.Ye1 f U' Pfi ems'
Was DEP Approval Letter provided and/or have you
reviewed the letter for conditions?
Is the technology being properly applied and does it meet all
DEP Approval Conditions?
Is there a note on the plan regarding the requirement for
perpetual maintenance agreement?
Any alarms involved on separate circuits
Did the applicant submit an operation and maintenance
manual?
Has applicant submitted a copy of a maintenance
i rase
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 � / � � Sheet 6 of 7
N/A OIL NO
IVitroge�i�Setasctzve�reas ;> 41W�
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
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(l)]
Pumping to septic tank ? [ 310 CMR 15.229]
Shared System [310 CMR 15.2901
Address Sheet 7 of 7
FROM :down cape engineering inc FAX NO. :15083629880 May. 14 2009 12:50PM P1
_ Town of Barnstable
Regulatory Services
Thomas F. Geller,Director
H& A` P1 1fe Health Division
Jao Thonraas .(VB_cKeann, Director
200 M-uin.Street,4i vnianis,10U 02601
Mice: 509-862-4644 Pox.: 508-790-6304
In.s0:a9icn & Pesia8ner Certi icataon Form
Date:� 13 d-o G 4 ScW age PernAit# � �Q q' 11 Assessor's !flap\Parcel
e
C'
Designer: 'DTe-,), C...r �� Installer: C.0-4 C.
-�-�.
Address: C 3 s Address: �-30 Oc
/,mod r•`pv�.. ` ;- 4
/ .. --
C)n. was issued a permit to install 1
(date) (�tj(installer') _. .._-....
septic system at 6 _......... based on a desi.lni.drawn.by
(address)
-_. o ,�.� e dated
(desi er)
I certify that the septic system referenced above was insUffled substantial.l.y aceirrding to
the; design, which may include minorapproved changes such anti lateral relocation of the
distribution box and/or Septic titnllt. / r `, '� f: W�-A-T 6.�;�
I eeiti..fy 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 i s-built by designer to follow.
%A of Mqs
c9n
DANIFI.A,
(Installer's Signature) o�A
c' CIVIL
-u,
No.46502
�Q/,q T. ...
SS�ONAL F�
--�-(1-) Sign r',, Signatu (Affix l)esi.&mei's Stnitip :I Iere)
PLEASE aWFU10 TO BARNSTABLE PUBLIC HEALTH ]DIWSION. CE11TIFICATE OF
C'OMP1LIA.NCL wiLL NOT 01, ISS1.1) rJM'1L iiC➢' m '17-1.15 FORM AND AS-BUILT CARD ARE,
IBECI IVED RY'!'I E BARINSTABI,E PUIBI,IC.IIL:AI,'1'il llivlsiol, . 'rHAN.K Y0U.
Q:HoalEh/Sc:pf.i.c:/I'rsig[ir,[l:aT651CA60n Form 3-26-04-doc
SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR NOTES
COMPARABLE MEANS FOR FUTURE LOCATION.
PROVIDE IF NEC., WATERTIGHT (NOT TO SCALE) 1. DATUM IS APPROX. NGVD (GIS SPOT EL.)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PROVIDE INSPECTION PORTS TO
OP FOUND. EL. 30.75' 2% SLOPE REQUIRED OVER SYSTEM WITHIN 3" OF FINISH GRADE 2. MUNICIPAL WATER IS EXISTING
\ 30.3' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
MINIMUM .75' OF COVER OVER PRECAST
CULTEC #410 GEOSYNTHE11C4. DESIGN LOADING FOR ALL PROPOSED PRECAST
PRECAST H-10 NOTE: ST REQUIRE FILTER FABRIC COVER UNITS TO BE AASHO H-10
RISERS (TYP.) NEW OUTLET TEE 4"0SCH40 PVC OVER UNITS 9�
PIPES LEVEL 1ST 2' 29,5' 5. PIPE JOINTS TO BE MADE WATERTIGHT.
• - o
EXISTING 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
10" 1000 GAL H-10 14" WITH
TEE TEE w 29.05' 310 CMR 15.000 (TITLE V. Locus e 2$
SEPTIC TANK 27.2 �� o 0 6" MIN. SUMP ( ) out
(RE-USE**) (EXIST.) ��Q 0_00oo000000 12" MIN. TNT. DIAM. 0.25' 28 8' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
4' LIQ. LEVEL 29.24' 29.07' NOT TO BE USED FOR LOT LINE STAKING OR ANY
' OTHER PURPOSE.I_7 .-a a 40
1
GAS BAFFLE & . OVERALL DIMENSIONS TO OUTSIDE OF UNITS: 24' X 12' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
TUF-TITE EF-4 (NO STONE PROPOSED)
EFFLUENT FILTER 9. COMPONENTS NOT TO BE BACKFILLED OR gull s Road
(OR EQUAL) 6" CRUSHED STONE OR MECHANICAL 5 0' CONCEALED WITHOUT INSPECTION BY BOARD OF R1Jer y.
COMPACTION. (15.221 [21) HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH.
SLOPE) 10. CONTRACTOR SHALL BE RESPONSIBLE FOR
( 1 - x SLOPE) USE G-W AT EL. 23.8' CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP
VERIFYING THE LOCATION OF ALL UNDERGROUND &
FOUNDATION -EXIST. SEPTIC TANK 16' PUMP D' BOX 4' LEACHING OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NOT TO SCALE
CHAMBER 38 FACILITY
11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 169 PARCEL 15-18
SHALL BE REMOVED 5' BENEATH AND AROUND THE NO PROPOSED CONSTRUCTION
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT PROPOSED LEACHING FACILITY.
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 1000 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE
ALARM AND CONTROL PANEL PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM WITH 1500 GALLON H-10 SEPTIC TANK IF NOT SUITABLE. AN EXISTING LEACHING FACILITY SHALL WI PUMPED
AND REMOVED OR PUMPED AND FILLED WITH CLEAN
TO BE INSTALLED INSIDE
SAND.
BUILDING. ALARM TO BE ON
SEPARATE CIRCUIT FROM PUMP
20" MIN. ACCESS COVER TO FIN. GRADE
r I
.................... *88
1
INV. IN 27.0'
1000 GAL. H-10 S 2" PRESSURE LINE /\�{�28 79
/ l 2`6
ALARM ON 700 GAL.+ SLOPE TO DRAIN BACK TO PC / I _ - -
FLOAT SWITCH RESERVE 0.25" WEEP HOLE - _
SETTINGS: PUMP ON CHECK VALVE l I _ ��7 _ FENCEO 00, SYSTEM DESIGN.
4" WORKING RANGE 8" MYERS SRM 4 O 96 .85
�� � � -+28.89
4" SUBMERSIBLE 4/10 HP PUMP Q 729
SDRIVETONE QI +2a. 5GARBAGE DISPOSER IS NOT ALLOWED
PUMP OFF 8" SYSTEM (OR EQUAL) O / i-2�04 SHED[� _ y °�_ �jESIGN FLOW: 3 BEDROOMS C9 110 GPD 330 GPD
oA �a USE A 330 GPD DESIGN FLOW
22.5' o0 0 0d13" 28.84PUMP CHAMBER 6" CRUSHED STONE OR MECHANICAL I s4 \ ACK\ +28.67 +2 9 28.67
(NOT TO SCALE) COMPACTION. (15.221 [21) I l LOT 18 20' I
WATERPROOF/WATERTIGHT Z 129.08 0 15,000 SF 29 02 I� SEPTIC TANK: 330 GPD (2) = 660
BUOYANCY: 1000 GAL H-10 PC WEIGHS 8240 LBS I DECK 9.01 I� RE-USE THE 1000 GAL. SEPTIC TANK**
1.3 x 62.4 x 8.5 x 4.8 = 3309 LBS UP (OK) z tiI o� EXISTING +2 . 2 I�
iz W DWELLING _ Ile
j I w�- W-� TOP FNDN. 1S.TAN ' 14" K LEACHING:
QI ELE1>. = 30.75 __1 28. PROP. 1000 9 CULTEC C4 UNITS IN FIELD CONFIGURATION
a 30.75 00 GAL. PUMP +29.5 ( )
wI CHAMBER OF 3 ROWS OF 3 UNITS, FOR TOTAL OF 72
TEST HOLE LOGS WI 4 30.10 / LINEAL FEET. 72 L.F. x 6.7 SF/LF = 482.4 SF x
I G G-� _J�GAS .5 30.03 0.74 356.9 GPD.
=
ARE H. OJAILA, PE, SE +2�>0
N
ENGINEER: I � METER " +2 . 2 �/ APPROX. FLO DIFFUSOR C;
ODAVID STANTNV, �R / 29 26AREAC.
o
WITNESS: RS I N � ES BENCHMARK 16" OAK !
DATE: APRIL 29, 2009 a IE°EV CON BULKHEAD
PERC. RATE _ < 2 MIN/INCH I ��� / +29.91
CLASS I SOILS P# 12544 30 �TH1 / - PROP. VENT BOARD OF HEALTH MA
�9 8 TH2 I APPROVED DATE
ELEV. ELEV. I I
0" `� 29.5' o" ` 29.5' ` ; +30.7 TITLE 5 SITE PLAN
FENCE
A/0 SL 7 50.00, 5 1
0 +30.88 15' OF
LS 6" 10YR 2/1 5' REMOVAL OF UNSUITABLE SOIL REQUIRED 628 SKUNKNET ROAD
8" PERIMETER OF SUITABLE SOIL LAYER.GREPLACE +31.2 CENTERVILLE
B S DOM TO WI1fH CLEAN MED. SAND, TO MEET
LS " SPECIFICATIONS OF 310 CMR 15.255(3) AT 5' OFF SAS N AREAVIDE APPROX. 38' SHOWN. TOP 40 MIL E AT
8 1OYR 5/2 PREPARED FOR
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(ENGINEER TO INSPECT) HICKEY CONSTRUCTION
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100" OBS. WATER 100 OBS. WATER 21.1 GROUNDWATER ADJUSTMENT DATA: sslo AL EN l9 SS land surveyors
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2.5Y 6/4 2.5Y 6/4 ZONE: D 939 Main Street ( R to 6A)
120" 19.5' 120" 19,5' ADJUSTMENT: 2.7' 0 10 20 30- 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
09-082.DWG(SBO)