HomeMy WebLinkAbout0017 RUDDER ROAD - Health 17 Rudder Rand
Hyannis
A= 247-193
f
TOWN OF BARNSTABLE
LOCATION 1`1 V ,3 e„ SEWAGE# ,)O /U 12Q
VILLAGE \oa-�ol n o - ASSESSOR'S MAP&PARCEL d�'7
INSTALLER'S NAME&PHONE NO. Oge,...,tgQ, �F rle nn ze s q a- w Z g
SEPTIC TANK CAPACITY 1000 l�-t cz,
boo -
LEACHING FACILITY.(type) 413 1k,C (size) aQX�� X 37. /xy�J
NO.OF BEDROOMS` y AA
OWNER . t- �iJ�h�p CDC�nsJl
PERMIT DATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility No It Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) }� - / Feet
FURNISHED BY Caa4W C4.
w
M ro c� M
N M r t,fn 9-In
TOWN OF STABLE
LOCATION CL4 SEWAGE #
ILLAGE 'AfY;::InO1 4' ASSESSOR'S MAP & LOTS !- 9 3
INSTALLER'S NAME}&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) (size)
NO.OF BEDROOMS
BUILDER OR OWNER
PERMITDATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet.
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
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Fee w'
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
0[ppliCAtion for Th5poml *p5tem Cori.5trUCtion VPrmtt
Application for a Permit to Construct( ) Repair V_j Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 0 ��� Owner's Name,Ad ss,and Tel.No. Yh,CV%0,.e_`
Assessor's Map/Parcel
Installer's Nam ,Addr s,and Tel.Ng. is N 24 Designer's Name,Address d .
Qo�2w� r—C-8 `j� No.
e Te L� El 3 Ana S l� C r
Type of Building: t�
Dwelling No.of Bedrooms ( Lot Size 10 J 2 3 sq. ft. Garbage Grinder ( ),
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 41 4Q gpd Design flow provided, t/7 q. 9 gpd
Plan Date I — Z`a' — i o Number of sheets Revision Date
Title
Size of Septic Tank !S`D0 1'f t C3 Type of S.A.S. / 3 1\b5 ��n �.f=F' S/w.a,�
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected: 12000
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.
Sign Date / tc
Application Approved by Date
Application Disapproved by: Date
for the following reasons
Permit No. ® Date Issued l
-- ----- -------------_—__— ------__--_—_----_=I
ee
} THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE; MASSACHUSETTS Yes
.. a
r: ZIPPYication for Di5oo5al *p5tem Construction Permit
Application for a Permit to Construct( ) Repair Vj. Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components
Location Address or Lot No. �� tnC�UQlt d - Owner's Name,Add ss,and Tel.No. Yti C
Assessor's Map/Parcel a 9
Installer's Name,Address,and Tel.No. SO `t Z'g Designer's Name,Address,and Tel.No.
CrtrfJ.e.w�V,( f.-hlen(irr3�S n 0CC) \ eC�, c!3 1ne-.
Lys v-7 2 r ed C,I,,.J &4 Sn, �w:ck, AAA sb i, 3 y
Type of Building: 4
Dwelling No.of Bedrooms r Lot Size I d, 0 2 sq. ft.. Garbage Grinder ( )
Other a Type of Building No.'of Persons" Showers( )' Cafeteria( )
Other Fixtures
Design Flow(min.required) y 40 . gpd Design flow provided y• 9 9 gpd
c/ 1
Plan Date V Number of sheets Revision Date
Title
U i Size of Septic Tank iS� C7 i S F'
p (� U Type of S.A.S.
Description of Soil .Cti,z
x. 1..1
Nature of Repairs or Alterations(Answer when applicable)
• Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system'in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued'by this Board of Health.
t'
Signed . / Date
Application-Approved by \., `�„ � w-=' Date �'j S ZZ
Application Disapproved by: Date
for the following reasons
Permit No. Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
�. THIS IS TO CERTIIFF�Y,that the On-site Sewage Disposal,System Constructed ( ) Repaired (V- Upgraded ( )
Abandoned( )by ( 11t c .ti Qlr 5P.1-(Aarr r-e S
at has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. o�t� �� dated �t✓
Installer f u r obi I t-r 3 Designer C c C� {
#bedrooms Approved de ' fl w y V 0 gpd
The issuance of this jermit shall not be construed as a guarantee that the system�' 1 fu n as de�ined:
Date 1p f 3� l7 Inspector ti,/
No:�--���!.� ".'/ —�—. —�— Fee -- ——���_ .——
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS
Mt!9pogar �§p5tem Construction Permit
Permission is hereby granted to Construct) ( ) Repair Upgrade ( ) Abandon ( )
System located at
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 date, fo this this it.
t
Date ����
Approved by
Town of Barnstable
Regulatory Services
• • Thomas F. Geiler,Director
s uuvereeM
MASIL
Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-8624644 Fax: 508-790-6304
Instatter&Designer Certification Form
Date: - 3 - zx 1O
D /`�
D:estper. D Cp vG htJ y w Q TR: Inatall�er: ( ri �s
Address: +3 T�I>�GLC• CIRCL.0 Address: PO �a 7Q
Sl1WOMCW, MR 02 oz.(,) L
On S-S?-a cu CAK&,, , eh t'cV was issued a permit to install a
(date) (installer)
septic system at 1-7 AuJJJA &4� based on a design drawn by
(address)
l7 Rv'i 7 Co v (L dated �
(design •)
I certify that the septic system referenced above was installed substantially accordir 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'revison or
certified as-built by designer to follow.
. ?� IN of Mq�cy
DAYID G�
D.
(Ins `er's Signature " CQUt3HAPfOWR N
No. 1093
oI.g-tt re.
NITAIR
(Designer's Signature) (Affix.Designer's Stamp Here)
PLEASE RETURN TO BARNSTABLEPUBLIC 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.
.Q:Health/Septic/Designer Certification Form
t
` 1 ,
tJ
TRANS. NO.:
CITY/TOWN: f;1KWTRbU-: J uY�1.l1�91S
APPLICANT: Nktchyel 1, SognnP O'Connell
ADDRESS: l� .udder �og-1
DESIGN FLOW: 440 G P D gpd
REVIEWED BY: DATE:
N/A OK NO
t a
4's�+�ka ius z., k� �_ ._ 3.•: £e 3 ,<. � rr t
Legal boundaries denoted [310 CMR 15.220(4)(a)] ✓
Street, Lot, fax parcel number and lot number noted on plan [310
CMR 15220(4)(u)]
Locus Provided [310 CMR 152204(t)]
Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for
components) [310 CMR 15220(4)] ✓
Easements shown [310 CMR 15.220(4)(b)]
System located totally on lot served [310 CMR 15.405(1)(a) for
upgrades]- i not,-a variance is required [310 CMR 15.412(4)]
Location of impervious surfaces (driveways,parking areas etc.)
[310 CMR 15220(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 15220(4)(e)]
System Calculations [310 CMR 15.220(4)(0] ✓
daily flow ✓
septic tank capacity(required andprovided) +�
soil absorption system(required andprovided)
whether system designed for garbage grinder ✓
North arrow [310 CMR 15220(4)(g)] ✓
Existing and proposed contours [310 CMR 15220(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 15220(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 %I V-uAd o f P dpa( 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
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)] V/
Water lines and other subsurface utilities located [310 CMR
1 5.220(4)(rri)] (if water line cross see 310 CMR 15.21l(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?
[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)O] ✓
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)] V
b
\e
7
ti
Address 1 Oa ot Sheet 2 of 7
J
M /`t 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)] o/
Note regarding installation-on stable compacted base [310 CMR
15.228(1)] ✓
Separation between inlet and outlet tees (no less than liquid
depth) [310 CMR 15.227(2)] ✓
Inlet/Outlet elevations at least 12" above high groundwater
(except as described 310 CMR 15.227(5)) or permitted for
upgrades under LUA [310`CMR 15.405(1)(k)]
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 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)] 1. ✓
> 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]
R
Myth l�Ur`dI&tYn 'd t < f
o 40M,
Required when other than single-family dwelling or flow>1000
d [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)]
I
Address u W �"c Sheet 3 of 7
N/A OK NO
me
Located at least ten feet from any water line? [310 CMR /
15.222(2)] V
Disposal piping at least 18" below water line(when water and
sewer cross, see 310 CMR 15.21l(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 manifoldspecified?
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 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)( ] s✓
Inside minimum dimension 12" [310 CMR 15.232(2)(b)]
Minimum sum 6" [310 CMR15.232(3)(e)
Watertight cover-if<2000gpd); waterproof manhole if>2000gpd /
[310 CMR 15.232(3)(d)] V
P M LPCA Y
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 n R V Ad 8 r NCI 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
withiw15 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 I' minimum- 4'.maximum. [310 CMR 15.253(1)(b)]
2' sidewall credit maximum [310 CMR 15.253(1)(a)] ✓
In bed configuration, inlet eve 40 s . ft. [310 CMR 15.253(6)] ✓
5,4
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 25l(1)(d)] ✓
Situated along contours [310 CMR 15.251(2)] ✓
Breakout OK? [310 CMR 15.211(1 [4] and Guidance Document] ✓
Now
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)O] ✓
Separation between beds 10'minimum. [310 CMR 15.252(2)(f)]
Bottom area used in calculations.only 310 CMR 15.252(2)(i)] ✓
Address �'� �J AW�r °� Sheet 5 of 7
` T
N/A OK NO
Pressure Dosed'System ? Provided pump and piping /
calculations as required [310 CMR 15.220(4)(r)] V
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] V
Inspections once per year(systems<2000 gpd) or quarterly
(>2000 d) 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 j/
If used with pressure dosing do not allow pressure discharge7V/
to scour soil interface
VIA
Mig
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 copX of a maintenance
Yaf --ia�taGc w� AV
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 property line [310 CMR 15.412(4)]
New construction or increased flow proposed- [Refer to 310 /
CMR 15.414] �/
Address �—U dd e y- �Ocid t Sheet 6 of 7
I
N/A OK Nq
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(1)] WIN
✓
Pumping to septic tank? [ 310-CMR 15.229] ✓
Shared System [310 CMR 15.290] ✓
Address Rot�yr 1 Oqq Sheet 7 of 7
- Town of Barnstable P# i 2 7 f5 6
oF�
Department of Regulatory Services
Public Health Division - ---Date
MAAS.
E263 200 Main Street,Hyannis MA 02601
Date Scheduled Dec 16, 2001 Time 1 i r+M. Fee Pd. WO •0 0
Soil Suitability Assessment for Sewage Disposal
Performed By: D14VID 60 )6H4'N0wfZ Witnessed By: bAQI •Jl � J I7-6Q
LOCATION& GENERAL INFORMATION
Location Address ` wner's Name MI C i j4LrL
7 RUD/�C1Z READ O GbNU�I,L,
.uIS __ - - Address l� 2r�l�pi2 R�sc}(>
Assessor's Map/Parcel: 247 �'l _ Engineer's Name Dft 1 CpUGh�(}N 06J/Z
NEW CONSTRUCPION REPAIR Telephone# �� 364 61$g
_Land Use R('2 lc t?h�l c ( Slopes(%) 0 Surface Stones lull C' f
Distances from: Open Water Body { ft Possible Wet Area,�tn1 0 + ft Drinking Water Well ��� ft
Drainage Way ft Property Line `V * ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
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Parent material(geologic) qd A l 0,11 W Q S� Depth to Bedrock. ��g
Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face •L _T
Estimated Seasonal High Groundwater See 1 6d e
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used: See 4�6O'U e
Depth Observed standing in obs.hole: _ ——in. Depth to soil mottles:
Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft.
Index Well# Reading Date: Index Well Level,_.�,�, Adj,factor— Adj.Groundwater bevel
PERCOLATION TEST Date iZl Ib Time b! A M
Observation
Hole# Time at 9" N, /
Depth of Perc '70 ►h Time at 6" V1 L�
Start Pre-soak Time @ ;S Time(9"-6")
End Pre-soak �b
Rate MinJlnch 2 P I
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) _
rOriginal: 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\SEPTl0PERCFORM.DOC
SOIL TEST O O G SOIL TEST DEC 16. 2009
SOIL EVALUATOR- DAVID D. COUGHANOWR. R.S. 1
WITNESSED BY: DAVID STANTON. HEALTH DEPT.
1 PERC NUMBER: 12766
i
NO
ED
TEST PIT , I PAARENT MAATERIANDWATER :ENCOUNTE PROGLACA L OUTWASH
PERC AT-70-iri - 2 MIN/INCH IN-C SOILS
ELEVATION DEPTH SOIL --USDA SOIL SOIL COLOR SOIL OTHER
(INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING
42.65
0-6 Ap SANDY LOAM 10 YR 3/3 NONE FRIABLE
B-32 B LOAMY SAND 10 YR 4/6 NONE FRIABLE
40.18
32-136 C - MEDIUM SAND 10 YR '5/4 NONE LOOSE
31.35
NO GROUNDWATER ENCOUNTERED
TEST PIT PARENT MATERIAL: PROGLACIAL OUTWASH
2 MIN/INCH IN C SOILS
ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER
(INCHES) HORIZON TEXTURE (MUNSELLI MOTTLING
42.95
0-10 Ap SANDY LOAM' 10 YR 3/3 NONE FRIABLE
10-34 B LOAMY SAND 10 YR 4/6 NONE . FRIABLE
40.12
34-138 C MEDIUM SAND 10 YR 5/6 NONE LOOSE
31.45
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil . Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consi to c %Gravel)
{
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell Mottling (Structure,Stones',Boulders.
Consi ten
s
Flood Insurance Rate Man:
Above 500 year flood boundary No_ Yes
Within 500 year boundary No� Yes
Within 100 year flood boundary No z 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? `(eS
If not,what is the depth of naturally occurring pervious material? .
Certification
I certify that on NOV (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent wi
the required training,expertise and experience described in 310 CMR 15.017. jN OF Mgss9
(hDateI Z4 20(v c
r' �. ��� DAVID y�N II
Signature o D,
-COUGHANOWR
00 4/CENSE10 �
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Q.\SEP-nCTERCFORM.DOC ,� F V A L IJ PL
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O'CONNELL DOUSE ADDITION HAR°'-D lAP°NE ,�°�"�°m° 'by
Al ledvdaopyrg ht�abmey tet
Residential Design he oaolra, rewedurPd, modmed.
17 RUDDER ROAD 5SpinnakerStreet od1 'W-ayM.Aft
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Sandwich,MA 02563 nWJd��e�mcapoe
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HYANNIS, MA . , . 4,"e�W.U.
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EXTERIOR NOTES ,
1. PROVIDE NEW EXTERIOR FINISHES AND TRIMWORK ONLY AT NEW WORK g �
INDICATED.ALL NEW EXTERIOR FINISHES AND TRIMWORK SHALL MATCH
EXISTING HOUSE EXTERIOR FINISHES AND TRIMWORK. S � �c
i 2. REPAIR,REPLACE OR RESTORE ALL EXISTING EXTERIOR FINISHES AND TRIMWORKi �
DAMAGED OR DISTURBED DURING NEW CONSTRUCTION WORK. @, '�
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CONSTRUCTION NOTES NN
1. SEE DRAWING A4 FOR MASS.CHECKLIST FOR COMPLAINCE and NAILING r
SCHEDULE AND DIAGRAM.
' 0 i
2. TYPICAL NEW FLOOR-FINISH FLOOR AS SPECIFIED BY OWNER
ON PLYWOOD UNDERLAYMENT AS REQUIRED TO ALIGN FINISH Q
C FLOORS ON CDX PLYWOOD SHEATHING IN THICKNESS TO MATCH
EXISTING FLOOR SHEATHING.GLUE AND NAIL SHEATHING TO
FLOOR JOISTS. --
c -
NJ
3. TYPICAL NEW EXTERIOR WALL=WOOD SHINGLES ON "TYPAR _T 6 11E5 ,w
RV 6
i HOMEWRAP"UNDERLAYMENT ON 1/2"CDX PLYWOOD SHEATHING ON (A
A 2x6 WALL STUDS AT 16"O.C.WITH 2-2x6 TOP PLATE AND A 2x
BOTTOM PLATE WITH R21 FIBERGLASS INSULATION,POLY VAPOR
_ BARRIER AT WARM FACE AND 1/2"GYPSUM DRYWALL EXCEPT WHERE I 1
NOTED OTHERWISE. - I I Q
-_ -- NOTE:ALL EXTERIOR WALL HEADERS SHALL HAVE A 1"THICK 4 11 Yt 6}, TiP
-i EXTRUDED POLYSTYRENE INSULATION BOARD SPACER/FILLER. 7 /ewo/ afw�Eo_�
— ----- - - 4. TYPICAL NEW INTERIOR PARTITION=IA"GYPSUM DRYWALL - I r. {. TiP / 1�:•.,; ,!/� - TTtT WA LIEF _ 0
ON 2X4 WALL STUDS AT 16"O.C.WITH A 2-2X4 TOP PLATE AND A
2X4 BOTTOM PLATE,EXCEPT WHERE NOTED,OTHERWISE..PROVIDE ' \ h -_ GLC� - W Q
- FULL PARTITION THICK FIBERGLASS SOUND INSULATION IN ALL wiNy TiP T Z W m:
PARTITIONS. ++
- E m:; L, I P Lj a� Z Q (n
5U 16 DR• - aV 5. TYPICAL NEW CEILING=7/2"GYPSUM DRYWALL ON 4 MIL POLY �INl1y pM
VAPOR BARRIER ON 1"THICK EXTRUDED POLYSTYRENE
INSULATION BOARD ON 1X WOOD STRAPPING AT 16"O.C.ON 2x E v ce, Z
i RAFTERS WITH R30 UNFACED FIBERGLASS INSULATION BATTS. r V V
T• T* T-P v. 6 t lX New ` } I
_ - -- 6. TYPICAL NEW ROOF=ASPHALT ROOF SHINGLES ON"TYPAR TiP. P
SURROUND"UNDERLAYMENT ON 5/8"CDX PLYWOOD SHEATHING. _ _ _ it•_Sst}Ta
PROVIDE 36"WIDE CONTINUOUS"WATERAND ICE"MEMBRANE AT
./� j a ;C�l;r� �: i I a a •.f.i
l.i E,•G• ALL HIPS,VALLEYS,GABLE ENDS,EAVES,ROOF SLOPE
1 TRANSITIONS,ROOF/WALL INTERSECTIONS AND THE ENTIRE AREA
OF ROOFSWITFI A ROOF SLOPE EQUAL TO OR LESS THAN 3 IN 12, /r • _ ,moo ! 7 7., c
V AND WHERE INDICATED ON THE DRAWINGS. GL `
7. TYPICAL NEW EAVE/SOFFIT=DOUBLE ROOF SHINGLE BASE ?..T. 'I1l rot, PAt 5l
Tit[ 1 COURSE ON ROOF SHINGLE UNDERLAYMENT PAPER ON 9FJf oN RT. I4
}-—_ CONTINUOUS 36"WIDE"ICE AND WATER MEMBRANE"ON BC liit:orr% TIP. ,
CONTINUOUS PREFINISHED ALUMINUM DRIP EDGE ON 1X FASCIA. I
PROVIDE CONTINUOUS 3/6"AIR SPACE TO RIGID INSULATION
T I �\ /• CANTLES AT EACH RAFTER BAY.NAVE SOFFITS= ix TRIM BD.AND
J„� �/ (1}OUS� l�'C SIpE� _ CONT.STRIP VENT.
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SN011VA31-I182AN1 .98V 0313IJ3dS SNOI LV -7 3d1d -7-7V I O d MD
DATE
2009
SOIL T-E S T L O G SSOIL EO ALUATOR: DAVID6D. COUC".r1N•9. vqR, R.S.: .
WITNESSED BY: DAVID STANTON. HEALTH DEPT. O E S' l 0 N. t. A L C u L A T I 0 N S
PERC NUMBER: 12786
DESIGN FLOW: 4 BEDROOMS X 110 GPD = 440 GPD
NO GROUNDWATER ENCOUNTERED SEPTIC TANK: 440 GPD X 2 DAYS = 860 GALLONS
TEST PIT 1
PARENT MATERIAL: PROGLACIAL OUTWASH INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED)
PERC AT 70 in - 2 MIN/INCH IN C SOILS fb
ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER DISTRIBUTION BOX: USE 3 OUTLET H D-BOX.
(INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING SOIL ABSORPTION SYSTEM: INSTALL 13 ADS HIGH CAPACITY BIODIFFUSERS. (160OBD)
42.65 13 UNITS x 6.25 ft / UNIT = B1.25 L.F.
0-8 Ap SANDY LOAM 10 YR 3/3 NONE FRIABLE 81.25 L.F. x 7.90 S.F./L.F = 641.88 S.F.
40.18
8-32 B LOAMY SAND 10 YR 4/6 NONE FRIABLE 641.86 S.F x .74 G.P.D. / S.F. = 474.99 GPD
USE 13 HIGH CAPACITY BIODIFFUSERS AS CONFIGURED BELOW
32-138 C MEDIUM SAND 10 YR 5/4 NONE LOOSE - Vt = 474.99 GPD > 440 GPD REQUIRED
31.35
REFER TO DEP APPROVAL LETTER TRANSMITTAL n W000052 FOR CERTIFICATION
NO GROUNDWATER ENCOUNTERED OF ADANCED DRAINAGE SYSTEMS BIODIFFUSER SYSTEMS.
TEST PIT 2 PARENT MATERIAL: PROGLACIAL OUTWASH
2 MIN/INCH IN C SOILS . NOT TO 1500 GALLON SEPTIC TANK
ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER SOIL A BSORP TION S YS TEM SCALE DIMENSIONS AND DETAIL NOT TO
(INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING CONS T RUC T ION . DETAIL USE SHOREY ST-1500-H-10 SCALE
42.95 USE ADS HIGH CAPACITY BIODIFFUSERS (#1600BD). GRAVELLESS
0-10 Ap SANDY LOAM 10 YR 3/3 NONE FRIABLE INSTALLATION - USE DEP APPROVED INSTALLATION PROCEDURES.
CD Q
40.12 10-34 B LOAMY SAND 10 YR 4/6 NONE FRIABLE TAPER
34-138 C MEDIUM SAND 10 YR 5/6 NONE LOOSE 37.5� f t
31.45 1 1 T-71 m 0 L
m 5 f L-
-ti1 N 0 8 in
co
(D
GROUNDWATER ADJUSTMENT Ln
EXISTING GROUNDWATER LEVEL m
10 FL-6
BASED ON TOWN OF BARNSTABLE
GIS DEPARTMENT RECORDS. 43.75 Ft N
INLET CENTER OUTLET
INDICATED GW 15.00 END COVER END
INDEX WELL M1W-29 p �` ...:::
' ZONE _ .�� C
C/�OJ J SEC TION VIEW i �3 IN DROP LINE
FUL
READING DATE DEC. 2009 _ -►
READING 7 4 eurLorNG ]0�� I4 TO
ADJUSTMENT 2.3 ' 'V o-BOX
? ADJUSTED GW 17 3
Qe.n
16
LEVEL BAFFLE
_ 4 1n O LIQUID GAS
11.3
In EFFECTIVE
DEPTH
_ .� SEPARATION
BETWEEN
EXCEED L QUID DEPTH TEES
4. 34 In (2.83 FL) 68 In (5.66 f 0 34 In (2.83 f t) SHALL
' CROSS SECTION VIEW
NOTES DISTRIBUTION BOX
DIMENSIONS AND DETAIL USE SHOREY 08-3 H-10
H INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK.
2) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL -
STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH NOT TO Iz
SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING. SCALE _. MIN _ SEWAGE DISPOSAL SYSTEM PLAN
3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS O r ! -` r0 -TO SERVE EXISTING DWELLING
OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15). (am SAS
4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES O MICHAEL & JOANNE O'CONNELL
BEFORE EXCAVATING FOR SYSTEM. s� 6 in STONE BASE 17 RUDDER ROAD WEST HYANNISPORT. MA
5);ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES 155 �6�' CROSS SECTION VIEW
AND APPLIANCES, AND BIANNUAL PUMPING OF THE SEPTIC TANK. ECO-TECH ENVIRONMENTAL
6) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT 43 TRIANGLE CIRCLE SANDWICH MA 02563
PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM.
ETE-32831 APRIL 24. 2010 1212