HomeMy WebLinkAbout0097 BREZNER LANE - Health w
97 Brenner Lane
Centerville
A= 230-015
7.
UPC S3L0n � '
TOWN OF BARNSTABLE
LOCATION SEWAGE# ;1 o 1 1 —6/7
VILLAGE Ce n ,,, ((g ASSESSOR'S MAP&PARCEL 2 3 u r S
INSTALLER'S NAME&PHONE NO. �a/12uiln,P!
SEPTIC TANK CAPACITY /Sv U /,1/u
S r
LEACHING FACILITY:(type) (/S� 13,� (size)
NO.OF BEDROOMS 2
OWNER
PERMIT DATE: I ?, 20 it COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Nei i' 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 64e p ie( �(L
,j
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� � cy 3�, �
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'� , �3 sc�:f
ay vZ: �
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No. r / Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Nplication for Misposal *pstrm Construttion permit
Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. '3"j S ce Z/1(f 2 /-,o n c Owner's Name,Address and Tel.No.
A-
,^ vYl� � 31�GP3
�i � vzt:
Assessor's Map/Parcel 2-3(7 /) � V
Installer's Name,Address,and Tel.No.C q p,,j,.C; , L_>7 >e) Designer's Name,Address,and Tel.No. C(O
t� o aon 763
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size t dI b0�� sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 30 gpd Design flow provided gpd
Plan Date 't ^- -2_\ — -L Number of sheets Revision Date 3 3
Title (—I Z
Size of Septic Tank I / Type of S.A.S. S ,t
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) Pe,,_j 4 _Lo 1-20� s rrL Isa\-I Z
Date last inspected: 20 IN
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.
I Date
Application Approved by Date 1
Application Disapproved by Date
for the following reasons
Permit No. ao I "® �_ Date Issued
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
ftplitation for ]Disposal &pstem. Construction Permit
Application for a Permit to Construct( ) Repair(X Upgrade O Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. G� Owner's Name Address and Tel.No.
+ � 3�C Z/1C2 LAn� Ar„A 1a Sr�Go 3�ct�
Assessor's Map/Parcel Z ?jC7 _ C �\1p ^"`�
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
l� o fox 7E,3
0-1-
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size 10 b0 sq.ft. Garbage Grinder( )
Other Type of Building S t�ti �e... \ No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 350 gpd Design flow provided gpd
Plan Date t - - Z o Number of sheets 1 Revision Date 3"3
Title (' `7
Size of Septic Tank t jca, Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) Ol.,Jetj 14
Date last inspected: Z o 1
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.
igne I Date " 2�( -
Application Approved by Date
Application Disapproved by Date ,
for the following reasons
Permit No. C5 Date Issued j
---------------------------------------------------------------------------------------------------------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE',MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(K Upgraded( ){
Abandoned( )by
at q-7 t7 ,,1-( has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. O —Q _�ated 11
Installer C-A-aa.AJ v jq_,t> LLc_ Designer
#bedrooms 2, Approved design flow gpd
The issuance of this ermit shall not be construedas a guarantee that the system will funct desig/
Date o� ! ' Inspector
---------------------------------------------------------------------------------------- --------------- --------------------------
No.z__)o I� —.._.- _- _. -Fee- ( -:-
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Misposal 6pstem Construction Permit
Permission is hereby granted to Construct( ) Repair�o() Upgrade( ) Abandon( )
System located at CI-1 _�6 e_-Ko .(
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.
/ r
Provided:Construction mus vbe completed ithin three years of the date of this permit. t
Date Approved by
Town of Barnstable
Regulatory Services
Thomas F. Geiler,Director
BAMSTABIZ
9� MASS. tee$ Public Health Division
0 .
Ar f p MA't" Thomas McKean,Director
200 Main Street,Hyannis,M.A 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer & Designer Certification Form
Date: 2-4
Designer: D hV l t7 - CO V GHht4 e)w R . �;,5. Installer: 'a
Address: 43 ''RIAVGLC- CIIZCLC Address: 12 %)e, -7 3
N ()25CO �P�►�trviI(C dlj �4 02631
On r_ a Y-'°1 C.ap�,,�. (4 61l�<�1'rs CC( was issued a permit to install a
(date) p (installer)
septic system at L1 7 6)P Z�J& L W1;. based on a design drawn by
(address)
1 � . C D��(4 Wb W i�, �.�dated 7'w Vi ?..� j ?�G
(designer)
I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State &Local Regulations. Plan revision or
certified as-built by designer to follow.
w oF
ID
( aller's Si tore) COUGNANOWR N
No. 1093
G/ST0k
SgN'TAR\P� ,
(Designer's Signature) (Affix Designers Stamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF'COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS
-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
,.Q:Health/Septic/Designer Certification Form
6
Town of Barnstable
Department of Regulatory Services
Public
Health Division,
200 Main S Date
treet,Hyannis MA 02601
Date Scheduled
Time U M -Fee Pd. Uv
Soil Suitability Assessment for Sewa
Performed By:
ge isposal .
Witnessed By: t..,
H
LOCATION& GENERAL INFORMATION
Location Address
r � 3t�eZ Owner's Name
�/' LG�v12 �i.L.p�jvc�
� - - —_ Address ` -
- Assessor's Map/Parcel: i
a3 U 0/S - En ineer•s Name
NEW-CONSTRUCTION
REPAIR Telephone �
phone# 1;0
land Use
Slopes(%) Surface Stones "A4CO-
Distances from: Open Water Body L 0 0 fl�D F
Possible Wet Area R Drinking Water Well ±
ft
Drainage Way
ft Property Line Ir_O_ _g Other
r —— fc
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn Proximity P ty to holes)
444
aaee M
TP-2
®® I
' TP-1
e '
r
! �
� nor 01
AREA 10000 O0 e-
Parent material(geologic)
Depth to Bedrock
Depth to Groundwater. Standing Water in Hole: 4012�
Weeping from Pit Face kolte
Estimated Seasonal High Groundwater +
DETER
Method Used: Al MINATION FOR SEASONAL HIGH WATER TABLE
t�j y C�
Depth Observed standing in obs.hole: in, Depth to soil mottics: � � I h +
Depth to weeping from side of obs.hole: in.
Indea-ire",4 Readi in, Groundwater Adjustment _ fr.-
,factor
..
Reading Date: Index Well level a Ad ,, 4 `
j Adj.Groundwater Level, e
PERCOLATION TEST Date t?�%t l FDepih
rvation f
#
Time at 9" h��
of Perc i 01 /Time at 6" `
Start Pre-soak Time @
Time(9"-6") ��9
End Pre-soak ' 00
Rate MinJlnch _Vh P I
Site Suitability Assessment: Site Passed l/ Site Failed: �V
Additional Testing Needed(Y/N)
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:\SEPTICIPERCFORM.DOC
SOIL TEST LOG
DATE OF TEST: JANUARY 20. 2011
SOIL EVALUATOR: DAVID D. COUGHANOWR. R.S.
WITNESSED BY: DAVID STANTON. HEALTH DEPT.
PERC NUMBER: 13179
TEST PIT I NO GROUNDWATER ENCOUNTERED
PARENT MATERIAL: PROGLACIAL OUTWASH
PERC AT 58 1n - 2 MIN/INCH IN C SOILS
ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER
48.10- (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING
0-12 Ap LOAMY SAND 10 YR 3/2 NONE FRIABLE
43.10 12-36 B LOAMY SAND 10 YR 4/4 NONE FRIABLE
34.80 36-136 C MEDIUM SAND 10 YR 6/3 NONE LOOSE
NO GROUNDWATER ENCOUNTERED
TEST PIT 2
PARENT MATERIAL: PROGLACIAL OUTWASH
PERC AT 80 !n - 2 MIN/INCH IN C SOILS
ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER
i 46.15 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING
0-12 Ap LOAMY SAND 10 YR 3/2 NONE FRIABLE
4315 12-36 B LOAMY SAND 10 YR 4/4 NONE FRIABLE
_ 34.85 36-138 C MEDIUM SAND 10 YR 6/3 NONE LOOSE
D DEEP OBSERVATION HOLE LOG Hole#
epth from Soil Horizon Soil Texture
Surface(in:) Soil Color Soil Other
(USDA) (Munsell) Mottling (Structure,Stones,Boulders.
i to G e
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling
(Structure,Stones;Boulders.
o s' ten 1
------------
Flood Insurance Rate Mau: /
Above 500 year flood boundary No Yes
"XiiWa 500 year boundary No V, Yes -
Within 100 year flood boundary No. V/ Yes
Depth of Naturally Occurrine Pervious Material
Does at least four feet of naturally occurring pery us material exist in all areas observed throughout the
area proposed for the soil absorption system? 05
If not,what is the depth of naturally occurring pervious material?
Certification
I certifyU
that on 0 (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 1S.017. ��ZN OFhfq
Signature L.—t C Date h 1, 2.,0 H o�o� DADVID
COUGHANOWR
SO ��CENSE� �
Q:\SEFnWERCFORM.DOC �� EVALUPip
v
sa. �W " ' N0 CONTOlJRO� o �A 0
u.w _�- 1 EXISTING - - - - - - - 50 N o� < ,� FFr
000 �< EXISTING CESSPOOLS ARE TO BE PUMPED. MINIMAL GRADING PROPOSED
minx <; COLLAPSED AND FILLED. EXCAVATE ALL �� LOCLS
o<w + z= ASSOCIATED CONTAMINATED SOILS IN Q� e
�dCc* a Wo VICINITY OF" PROPOSED LEACHING SYSTEM
mw>. o wo GARBAGE GRINDER AND REPLACE WITH CLEAN MEDIUM
R TITLE 5.
IS NOT ALLOWS® SAND PER
WITH THIS DESIGN. INSIDE BASMENT SO AS RO EDx B ONESTREERROUTE� GRF'9T
SIDE AS INIICATED. INVERT ELEVATION OF 'ppAp
O�m NEW SEWER LINE SHALL BE 44.60 OR HIGHER. CENTERVILL E. MA
cow nl a IIII EFFLUENT LINE SHALL BE SLEEVED FOR LOCUS M A P
Illllluuuuiiiiiiiu 10 FEET ON EITHER SIDE OF WATER
® N SERVICE WITH SIX INCH PIPE. NOT TO SCALE
Illlllllllllulummll
ICI Ilu I III I I
z "'Illlnlnlnulllllllll tu
> Illllllllllluunnulll
J U U Illlllllllllllllllluwl �j7 w I E�E END
w� liiiiiillllllllll I Los 0' ®®®® Uv
d II IIIII Yt
~ 3O IIIIIIIIIIIIIIIIIIIIIIIII 1 11 fl tt �1 9g�0 GALLON
tulaINC =n Illlllllllllluummu �I0. 0 /tCt\tUt11t ��
> ICIILiuiillilllilllllll o SEPTIC TANK
U�jIIIIIIIIIIIIIIIIIIIIIIII
Illllulllluillllllll 47
illlllllllll < TP-\ EXISTING LEACH \
INC
OBI � w IV < Illlllllumumuuu11 v O �V SCREEN ®rP-s
M l 111111lllllullluml Q� L \ ® P/T/CESSPOOL
W ® w IIIIIIIIIII `� WATER RORC/�I
_ "IIII II IIII III III III IIIco
U Illllllllllllulluuull ' o L/ME UTILITY POLE
®� Illlllllllulllllmuul � � 10
„ II IIIIIIIIIIIIIIIIIII (LEACHING GALLERY
TEST PIT D-SOX 0
2 colt
X a H tt �� 20 t - SEE DETAIL ON REVERSE
® �>G to of DECIDUOUS CONIFE
ROUS
ro: TREE 0®� TREE
�9z
tu
_ v ' ^ '� O ® C ® -NUMBER REFERS TO DIAMETER IN
J G m ® J
I!1 ® n n n ® Q ® INCHES. LETTER DENOTES TYPE.
4 ® "" " °® 4 nO `!�I ® BENCH MARK O-OAK M-MAPLE P-PINE C-CEDAR
� zw V � V i �
J o g g®� ll C' ®� rt P TOP
BULKHEAD CORNER
�w wcoM N
� ! ELEVATION -47.51� ya`� ssgc F9�j�oF"'ASS
OA8 L/NE �o DAVIO � �' DAVID BARNSYAf3LE C31S DATUIIA
o D' p a
I°AVED Do?/VEIN GARAGE COUGI '.' ` ,, COUGHANOWR `..
AY No. 10
SLAB FAfajV �7 �R ��
O{7 SG/STEEiN S /CENS��0Q'
IV L�O T 61 \1) 1B-O q ARO' � �.
OAREA = 10000 of ¢- Q0l� / }I ZO 1
roNe I* w16-0
< ®. TZ SEWAGE DISPOSAL SYSTEM PLAN
O g J �U. �� \ r(.0c
�XI -TO SERVE EXISTING DWELLING
Lu® ® 3 0m z 100.00 �t EST. AMALIA A. JACOBUCCI
® i - ® 0 v 48 OWNER OF RECORD
¢ �' I� d 1995 9Z BREZNER LANE
CENTERVILLE. MA
® ® ® P � ��®IVt�A�� PROPERTY ADDRESS
o IL P PLAN
43 TRIANGLE CIRCLE O ASSESSORS MAP 230 PARCEL 15
I�
SANDWICH MA 02563 PLAN BOOK 122 PAGE 69
c SCALE: 1 In = 20 ft 508 364-0894 DATE. JANUARY 21. 2011
® LIJ
`re' % °' 20 0 20 410 . JOB E T E-3 4 3 3 PAGE I OF 2 VERSION.•
THIS PLAN IS BASED ON AN INSTRUMENT SURVEY AND IS INTENDED
O 90 2'0 SOLELY FOR INSTALLATION OF THE PROPOSED SEPTIC SYSTEM
DEPICTED HEREON. FOR ANY OTHER CHANGES TO PROPERTY INCLUDING
PLACEMENT OF ADDITIONS. SHEDS. FENCES OR SWIMMING POOLS. OWNER
SHOULD CONSULT WITH A MASSACHUSETTS REGISTERED,LAND SURVEYOR.
SOIL TEST LOG DESIGN CALCULATIONS
DATE OF TEST: JANUARY 20. 2011 NUMBER OF BEDROOMS: 3 BR EXIST.
—S O-I-L—E-V-A-L-U A T OR-: D A-V-I-D-D—G-O U G H A- N W-R—R-S.
SOIL TEXTURAL CCAS�GLRSS[
WITNESSED BY: DAVID STANTON. HEALTH DEPT.
PERC NUMBER: 13179 DESIGN PERCOLATION RATE: <2 MIN/IN
DAILY FLOW: 110 G.P.D/BR. DESIGN FLOW: 330 G.P.D. DISTRIBUTION BOX
NO TEST PIT 1 PAARENOTUNDWATER MAATERIAL ENCOUNTERED
OUTWASH LEACHING AREAROPOSED CREOUIRED: 3 E0/0.700-GALLON. SF CAPACITY ONAENSIONS AM DETAIL �a .y�,
PERC AT 56 in - 2 MIN/INCH IN C SOILS DISTRIBUTION BOX: 3 OUTLETS
ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER PRIMARY S.A.S. Nor To �^
(INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING USE 3 ROWS OF 5 - 16" ADS BIODIFFUSER H-20 UNITS-NO STONE SCALE
46.10 ` —.
0-12 Ap LOAMY SAND 10 YR 3/2 NONE FRIABLE AND EXTENDED 0.75' W/ CONTOURED WEDGES O FROM
TAW i To
12-36 B LOAMY SAND 10 YR 4/4 NONE FRIABLE BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.70 SF/LF OF BIODUFUSER) 0 D ° o SAS
43.10 (BIODIFFUSERS) 15 UNITS x 6.25 LF x 4.70 SF/LF = 440.63 SF
36-13B C MEDIUM SAND 10 YR 6/3 NONE LOOSE (CONTOURED WEDGE) 3 ROWS x 0.75' x 4.70 SF/LF = 10.5E SF b� e�lr sroNE ewsE
34.80 .b CROSS SECTION VIEW
NO DESIGN FLOW PROVIDED: 0.74GPD/SF(451.21SF) = 333.89 GPD > 330 GPD r-egd f6,a Jp
TEST PIT 2 PAARENOTU MATERIAL: PROGLAC ALD OUTWASH TOTAL AREA = 451.21 SF
PERC AT 80 1n - 2 MIN/INCH IN C SOILS
ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER 1500 GALLON SEPTIC TAN
(INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING
' DMIIIVSJQHS AND DETAIL NOT TO
46.15 LI SINOrlffy •T•18004#610 SCALE
0-12 Ap LOAMY SAND 10 YR 3/2 NONE FRIABLE
12-36 B LOAMY SAND 10 YR 4/4 NONE FRIABLE
. 36-138 C MEDIUM SAND 10 YR 6/3 NONE LOOSE TAP
34 ER
34.6b 76'
PROFILE C 5 ft-
0 8 In
J7 16" 0 41
- fQ fp e lq 6
4V
r 34'
SECTION END CAP rrLEr CENTER OUTLET
,r END COVER END
16•• HIGH CAPACITY BIODIEEUSER UNIT44
'at ,fir".i t" ,s rV va P.ow.Lm..
<>' FROM 10 1a ro
` 3 MODEL 16 HICAP Sull•DIwG 1n D-eox
:...
- * LENGTH 76 NOTE:UNIT COt FIGURATION AND AVAILABILITY SUBJECT 48 In
EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE.PRODUCT DETAIL MAY "s-
DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. BAFFLE
NO.-TES '� k- SIDE WALL HEIGHT 11 OVERALL HEIGHT 16-
OVERALL WIDTH 34 4640 TRUEMAN BLVD
11 INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. t3.6 CF ® HILLIARD.OHIO43026 SEPARAT/ONSETwwmmvLET AND OUTLET TEES
SHALL NOT EXCEED LIOUW DEPTH
2) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS CAPACITY (1017 GAL) AWANCD ORAUNAGE SYSTEW M.
OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15). CROSS SECTION VIEW
3) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES
BEFORE EXCAVATING FOR SYSTEM. RESTORE VEGETATIVE COVER
BACKFILL WITH CLEAN
4) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES TO TOP OF CHAMBERS PERC SAND
AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK. SEWAGE DISPOSAL SYSTEM PLAN
5) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT
PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. -TO SERVE EXISTING DWELLING
6) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL EXISTING SUITABLE AMALIA A. JACOBl..1CCI
STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH 2.83' MATERIAL
SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING. EFFECTIVE WIDTH = 3 x 2.83' = 8.49 97 BREZNER LANE CENTERVILLE. MA
_ USE 3 ROWS OF 5-HIGH CAPACITY ECO-TECH ENVIRONMENTAL
ADS BIODIFFUSER UNITS-NO STONE
W/ CONTOURED WEDGE
43 TRIANGLE CIRCLE SANDWICH MA 02563
TYPICAL SIECT.ION
ETE-34331 JANUARY 21, 2011 2/2
SOIL TEST LOG DESIGN CALCULATIONS
DATE OF TEST: JANUARY 20. 2011 NUMBER OF BEDROOMS: 3•BR EXIST.
SOIL EVALUATOR: DAVID D. COUGHANOWR. R.S.
SOIL TEXTURAL CLASS: CLASS I
WITNESSED BY: DAVID STANTON. HEALTH DEPT.
PERC NUMBER: 13179 DESIGN PERCOLATION RATE: <2 M[N/IN
DAILY FLOW: 110 G.P.D/BR. DESIGN FLOW: 330 G.P.D. DISTRIBUTION BOX
NO GROUNDWATER ENCOUNTERED PROPOSED SEPTIC TANK: USE NEW 1.500 GALLON CAPACITY orv8 AM DETAIL UM @KVMYC"
TEST PIT 1 PARENT MATERIAL: PROGLACIAL OUTWASH LEACHING AREA REOUIRED: (330/0.74) = 445.94 S.F.
PERC AT 58 in - 2 MIN/INCH 1N C SOILS DISTRIBUTION BOX: 3 OUTLETS
ELEVATION DEPTH . SOIL USDA SOIL SOIL COLOR SOIL OTHER PRIMARY S.A.S. �ivoT TO - z:l!48.10 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING USE 3 ROWS OF 5 - 16" ADS BIODIFFUSER H-20 UNITS-NO STONE Scw�e --. K
0-12 Ap LOAMY SAND 10 YR 3/2 NONE FRIABLE AND EXTENDED 0.75' W/ CONTOURED WEDGES TO
O TAW ' 3
TwHc ;4 ' i
12-36 B LOAMY SAND 10 YR 4/4 NONE FRIABLE BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.70 SF/LF OF BIODUFUSER) o aAa
Js
43.10 (B[ODIFFUSERS) 0 O to 'c:. r;;-c,:�-I
36-138 C MEDIUM SAND 10 YR 6/3 NONE LOOSE 15 UNITS x 6.25 LF x 4.70 SF/LF = 440.63 SF 10 a In STONE SASE
34.50 (CONTOURED WEDGE) 3 ROWS x 0.75- x 4.70 SF/LF = 10.58 SF 6
DESIGN FLOW PROVIDED: 0.74GPD/SF(451.21SF) = 333.89 GPD > 330 GPD regd Isf
fib• CROSS SECTIGN VIEW
TEST PIT 2 PARENT ENOTUMATERIAL ENCOUNTERED
OUTWASH TOTAL AREA = 451.21 SF
PERC AT 80 1n - 2 MIN/INCH IN C SOILS
ELEVATION DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER 1500 GALLON SEPTIC TANK
45.15 (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING Um sty D DET AAL NOT TO
SCALE
0-12 Ap LOAMY SAND 10 YR 3/2 NONE FRIABLE
43.15 12-36 B LOAMY SAND 10 YR 4/4 NONE FRIABLE ' in
36-138 C MEDIUM SAND 10 YR 6/3 NONE LOOSE TAPER
34.65 ow -1
0
PROFILE 0 5 ft-
0 8In
16' �
T
+ 0) �A
—1- 10 ft-0 8! 5
h�34'
SECTION END CAP SST � OtrrLEr
via°^ 16" HIGH CAPACITY BIODIFFUSER UNIT
1 y , s w DROP :.
r _mow urn
MODEL 16" HICAP0-
OMKi 10 in b TO
�." LENGTH 76" NOTE:WIT CONFIGURATION AND AVAILABILITY SUBJECT in
- EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE.PRODUCT DETAIL MAY OA�
NOTE &01*.. DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE
SIDE WALL HEIGHT 11.2"
OVERALL HEIGHT 16'
OVERALL WIDTH 34 4640 TRUEMAN BLVD BEPARAT/ON aETYVEEN MIM tT AND OUTLtT TEta
1) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. 1- CF HILLIARD.OHIO43026 wu Nor Excmo uAND UrLff
2) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS _ CAPACITY (101.7 GAL) ADVANCMCRANAGESYSTEP INC CROSS SECTION VIEW
OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15).
3) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES RESTORE VEGETATIVE COVER
BEFORE EXCAVATING FOR SYSTEM.
BACKFILL WITH CLEAN PERC SAND
I ALS
4) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES TO TOP OF CHAMBERS
AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK. SEWAGE DISPOSAL SYSTEM PLAN
5) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT
PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. -TO SERVE EXISTING DWELLING
6) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL EXISTING SUITABLE AMALIA A. .JACOBUCCI
STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH j283' MATERIAL
SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING. EFFECTIVE WIDTH = 3 x 2.83' =8.49' 97 BREZNER LANE CENTERVILLE. MA
USE 3 ROWS OF 5-HIGH CAPACITY ECO-TECH ENVIRONMENTAL
_ ADS BIODIFFUSER WITS-NO STONE
W/ CONTOURED WEDGE
43 TRIANGLE CIRCLE SANDWICH MA 02563
• TYPICAL_ SECTION
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