HomeMy WebLinkAbout0138 MARBLE ROAD - Health 138 .Marble k6a6
Barnstable ''
A = 316 - 042
TOWN OF BARNSTABLE
LOCATION SEWAGE#
VILLAGE GSn 5���1,�. ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY \A o O O ooy,
LEACHING FACILITY.(type) to C 1nGM 6
Ari (size) /® L,, ®. LQ
NO.OF BEDROOMS LAk 1 q4 Dee-
OWNER Q M ►� 7SCACA 0 S
PERMIT DATE: ` 11'1 COMPLIANCE DATE: 'l I t L! 1?
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) r� Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY �� tAt—
A -
ALi 4Se�
i
VRAN
/Akj Qr, 'D—i s
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
9pplitatlon for Disposal *pstem Construttfon Permit
Application for a Permit to Construct( ) Repair(4�Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. t 3� M cr 6 ,t(_2d Owner's Name,Address,and Tel.No.
Assessor'sMap/Parcel Q,"^Sk-abkZ 16- L11
I staller's Nj�me,A,ddress,and Tel.No. Designer's Name,Address,and Tel.No.
I C>4O VC,r ►Zd S
Type of Building:
Dwelling No.of Bedrooms L4 Lot Size c) sq.ft. Garbage Grinder C"p
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) C> gpd Design flow provided U S gpd
Plan Date ( `�(� \—7 Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S. L L L 1()
Description of Soil I 1.4 2.0 Q lZ DEG /4)X ,70 X / OCPp
Nature of Repairs or Alterations(Answer when applicable) kt
Ao Z Q)C
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
Signed Date a
Application Approved by Date 9-- t" %Z
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
^..r.f-..rr .--wr�+ro•+^v tty�'+'Y'�.+v+'..-wr..Y" r. .„rsl+`^...,n+v..."+tn^ ....'.,-.•Itz.-n.-it- .y:+:a.-,. '*�5f . av 1' `a ref 's• . •t-,. -...'}...++ TAWr j,F,,. .,�,.. � .rr,.-�;. ...
Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
-PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
F Rpplication for 33IsposdI 6pstettt Construction 3permit
Application for a Permit to Construct( ) Repair(I/)- Upgrade(, ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. k 3$c r1%Ce 6U 1-2 Owner's Name,Address,and Tel.No.
(�ar�,s� bc2 rr—q ��.tjraJn(1 `JGr►�('6S
Assessor's Map/Parcel (e" Ll a \
�r stalle 's�Djame,A� dress,and Tel.No. Designer's Name,Address,and Tel.No.
JGp �r rfr^ 0-3 C>%O YC,(A.0U-h rz � •G S
Type of Building:
Dwelling No.of Bedrooms Lot Size ? !0 sq.ft. Garbage Grinder`QJQ
Other Type of Building j" No.of Persons Showers( ) Cafeteria( )
Other Fixtures J
Design Flow(min.required) t (� gpd Design flow provided 11 S gpd
Plan Date ,�("7 1 i Number of sheets Revision Date
Title i
Size of Septic Tank 1 r Type of S.A.S. C L L(,o MID C V o-Anb-� 44,'t (—
Descri Non of Soil 1-4 d() d Z O)4 /,0 X so X Deep
Nature of Repairs or Alterations(Answer when applicable) u-r2 ecQ`ra iR� e-x yzpn^n w. & L e
ox f
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.
Signed Date /� 7
Application Approved by Date " 7.
I
Application Disapproved by Date
for the following reasons
Permit No. ¢ Date Issued ` t
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
I; THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(� Upgraded( )
Abandoned( )by S(^ (� �{ 7 /
,'ilJ��
Ik at V3"^'5k"1b f' has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. + dated d`^ — r
Installer Se--Oy� s-, c'cn/` Designer 35mQ-C- \A �� S
#bedrooms 0.-A Approved design flow (.!7u and
The issuance of this permit 1hall nd a construed as a guarantee that the syst mm will wa�nctios design-cL—
Date L f�f 1 �. Inspector"►..�i _ 1
_ -----=- = = = ---------- -
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Oisposat *PsteT Construction permit
Permission is hereby granted to Construct( ) Repair V Upgrade( ) Abandon( )
System located at �:3 k' r1 G('6kx- (Z d C?,�.rnsk-��✓�R
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 �" roved A b
PP Y
U
Town of Barnstable
Regulatory Services
e Richard V.Scali,Interim Director
NAM Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
I
Office: 508-862-4644 Fax: 508-790-6304
Installer& Designer Certification Form
Date: 13 1_? Sewage Permit# Dy 031 Assessor's Map\Parcei 31 l,, Li �
Designer: P kEyU X• kA 1kS.PC Installer: 5 -
Address: Address:
On was issued a permit to install a
(date) (installer)
septic system at 3 Mo rb\k RAJ based on a design drawn by
(address)
f �i•J !� . dated
(designer)
1 1 3 y 7
(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. Strip out (if required) was inspected and the soils
were found satisfactory.
I certify that the septic system referenced above was installed with major changes (i.e.
j 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
t certified as-built by designer to follow. Strip out(if required)was inspected and the soils
were found satisfactory.
I.certify that the system referenced above was constructed nce with the terms
of the I1A approval letters (if applicable) °y
(Installer's Signature)
(Designer's Signature) (Affix Designer's 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.
QASeptic\Designer Certification Form Rev 8-14-13.doc +'
Town of Barnstable P#
Department of Regulatory Services
a aMtUAer4 i Public Health Division Date D (o
MASI
�m39 200 Main Street,Hyannis MA 02601
Date Scheduled 't
Time /V 1+PA '
Fee Pd. 10D '
4�
Soil Suitability Assessment for'Sew e Dispos Zgo
Performed•By: � y'CcsxtC�l+�e /.C� n C
• Witnessed By: ✓i G^ �f I`fib
LOCATION&.GENERAL Wi ORMATION
Location Address Owner's Name qJ
�7
"1J �n 1`� �F=`. Address
Assessor's Map/Parcel: ` �l w l f ` / Engineer's Namc(�5v�le ` �S �•
NEW CONSTRUCTION REPAIR v Tolephone#
Land Use• Slopes(96) 2 Surface Stoncs
Distances ftom: Open Water Body ft Possible Wet Area T ft Drinking Water Well tt
Drainage Way. —i ft Property Line lG'-4- ft Other ft
SIMTCH:(Street name,dimensions of lot,exact locations of test holes&.Pero tests,locate wetlands i'n proximity, to holes)
Parent material(geologic) ��� e'!61 L 7� Da th to ped�'ook 2.az� 4
P
Depth to Oroundwater Standing Water In Hole:_ )���` Weeping from Pit Fnee
Estimated Seasonal High Oroundwatcr
DETERMINATION FOR SEASONAL'HIGH WATER TABLE
Method Used: iV A
Depth Observed standing in obs.hole: In, Depth to still mottles: In.,
Dellth to weeping from aide of obs.hole: In, Groundwater Adjusttdont fk.
Index Well-# Reading Date: index Well lmvel Adj4lactor. Adj.Groundwater Leval.._
PERCOLATION TEST bate I/Z2 Time, ,
Observation
Hole# Tinto at 9"
Depth of Pero Time At 6"
Start Pro-soak Time @ O-�' Time(9"-6"
End Pro-soak 13..3'3
Rate Min./Inch LZ
Site Suitability Assessment: Site Passed Sito Failed: Additional Testing Needed(Y/N)'
Original: Public Health Division Obserwition 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:\S EPT[WERCFORM.D OC
DEEP.OBSERVATION HOLE LOG Hole#
Depth from Sall Horizon Soil Texture Sdil Color Sall. Other
Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders.
_ Consistency,96.Oravol)
2't1
ZZ
TSY V3
I o'�A-
DEEP OBSERVATION HOLE LOG Hole# -
Depth from Sall Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
QTisistency.
it SL
Z2..'t L
�el it eZ F5 (o?,L /l
DEEP OBSERVATION HOLE LOG Holt;#
Depth from Soil Horizon Soil Texture Sall Color Sail Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders._
Consistanov.
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Sall Other
Surface(In.) (USDA) (Munsell) Mottling (Structure,Slopes;Boulders,
Flood Insurance Rate Map:
Above 500 year Mood boundary No— Yes ..'
Within 500 year boundary No `L, Yes
M Within 100 year flood boundary No. Yes
pen th of Naturally Occurrinta Pervious Material
Does at least four feet of naturally occurring pervious mtitorial exist in all areas observed throughout the
area proposed for the soil absorption system? 11��
If not,what is the depth of naturally occurring pervious matorlal?
Certification �
I cerfi that on �i(! (date)I have passed the soil evaluator examination approved by the
Department of Environtn l Protection and that the above analysis was performed by me consistent with .
the required tralnjVx or se d experience described in�10 CMR 15.017.
- Signature Datt; � °ie� �! � - •
' Q:�S.BpTIC�PBACPORM.DOC •
Li
147
Q . 60 0
convo(-�- fnitsW lasjocl� Sity-a-c
h�r ova ter: moL C6 r
i
W
C-j
Store
Room
utility
Rooms 20 X: 0'
8'X12'
0- '
- -
Family
Room
Bedroom
� � ..� .
j
1
All measuram ats a;re approximate and not guaranteed. This illustration is provided for
marketinct, and convenience on[ . All information should be verified independently.indepen,dently. Q PlanOmatic
�a
Peck
I
Master IDI,111.n-
& t& n
�i
Room c�l.�oc��rrw � tq xx
i
�
' Living
' 0
IL
Bedroom
{
All ml easurements are approximiate and not guaranteed. This illustration Is provided for
mirk tip and ohvOience onI , All information s oul,d be verified Od'e nd ntl PlanOmatic
Fsic... .....................:_
THE COMMONWEALTH OF MASSACHUSETTS
B®A IUD F H EA T
<� - ....-.-. .:...m -.....----- OF........ . . . . .. -- ..................................
(a y✓
Appliratiott -for Uiipnial Works C omarurtintt Vautit
Application is hereb ade for a Permit to Constru t ( �r Repair ( ) an Individual Sewage Disposal
Syst t: F
. ....A
Location-Address or Lot No.
f { ...................................... ..........'--'---...._-'--'-'------'----'------------•------•---•••-------'----.._.._......_..----
/ r Address
7
..._....
� staller Address ��� �,�/ 1 '"✓t-
Q Type of Building, Size Lot......... ......../._...___Sq. feet
U Dwelling YNo. of Bedrooms------------------Y--------------------Expansion Attic ( ) Garbage Grinder ( )
Other—Type of Building No. of persons_________________________ Showers — Cafeteria
Q' Other fixtures ___,_
------------
W Design Flow....................-.-.-... gallons per person per day. Total daily flow._....__.......�7-1_�..
-� -------------------gallons.
W Septic Tank .
capacity/ZJ_____gallons Length................ Width................ Diameter----_.......... Depth----------------
x Disposal Trench—No.--•----------------- Width ..:.._.._ ot11 Ill �_--- Total leaching area-------------- sq. ft.
Seepage Pit No.._.._.`�_________ Diameter--�l.. ............. epth PR in rn et................_._. Total leaching area.___ __osq. tt.
z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by-------------------------------------------------------------------------- Date---------------------------------------
aTest Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water-..-------_.-----.--.-_
(i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water--------------------
�+ -------------- ---- - -- --- ---------•--•-• - - - J-
Description of Soil------c........ ----- 1 ._-.�.._. -------------_--
--------•-----------------•----------------------------
.......
UNature of Repairs or Alterations—Answer when applicable.-__............................................................................................
----------------------------•---•---•--------------•--------------------------•---•--------------------------------------------------------------------------------------------------------------------
,,Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issued by the board of health.
i
Si e . .. G� /< ... .._.. - ---�7 3
/ Date
Application Approved By...... .: ------------------------ f��.7 ----------
,ofDate
Application Disapproved for the following reasons---------------------------------•---------------------------------------•-.............`-----------------'''''-
•--'-----'--•-'--''---•--"--•'-"---••-•=-•-----------------•-••-•--••---------"'-'-...----•--••-..........-•------•-----'----•--•------------"------------------------------..............----'-----
Date
Permit No......................................................... Issued £EL - -- --- ------ ------
----------
D e /
r
THE COMMONWEALTH OF MASSACHUSETTS
' BOARD QF HEALTH
_.......O F.....
Appliration -far UWposal Works C onstrurtion Vrrmit
Application is hereby made for a Permit to,Construct (�r Repair ( ) an Individual Sewage Disposal
ti •
�+
s ��'....... Z r = . ----------_---------------
cation•Address or Lot No.
Owner I Address
a •-•---------•-----•----•-- -. ..............................................
Installer Address / `�o " --
UType of Build Size - :_.____f'_6___`Y___________Sq. feet
Dwelling-No. of Bedrooms...........................................Expansion Attic ( ) Garbage Grinder ( )
`1 Other—Type of Building No. of ersons____________________________ Showers
0.1 YP g ---------•-•-•------•------- P ( ) — Cafeteria ( )
Q'Q Other fixtures ---------------------------------- ------------------------ --=---------------------------
W Design Flow........................... ().._.._gallons per person per day. Total daily flow.................. ..........gallons.
WSeptic Tank-_Liquid capacitvAJ' 7�kallons Length...:............ Width................ Diameter................ Depth.-.--_-___.-----
xDisposal Trench—No..................... Width___.._____,_' Tot e�gth�_j,_-____--___-__-.- Total leaching area__-__._:_.__-_._..°sq. ft.
Seepage Pit No. - Diameter s"n et - Total leaching are i...J& -___.sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
aPercolation Test Results Performed bY-------------------------------------------------------------------------- Date---------------------------------------
Test Pit No. 1----------------minutes per inch Depth of "Pest Pit.................... Depth to ground water.._-----._--------.--._.
�14 Test Pit No. 2----------------minutes per inch Depth of Test Pit.................... Depth to ground water------------------------
P4 ---------- -------- F_
Description of S il.- - ---• --- �/
x
�- �� i ..
W \ r
-----------•------------------------------------------•------------------------------------------------------------------------------•----------------_---------------------------------------------
V Nature of Repairs or Alterations—Answer when applicable-----------------------------------------------------------------------------------------------
--------------------------------------------- ----•-------------------........-----------•--•••----•----------------•----------•---_.._-----•-----._..-----------------------------------------------
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of Article \I of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issued by the board of health. `
Signed.... •--••-. -•---- -•-----=--------------------------------------- --------
Application � 7
�6 D T--
Approved B -� �� -- ------------------------ ------------------------- ............................... "
PP Y---=-----_ -
Date
Application Disapproved for the following reasons-------------------_--------_-----------------------------------.--------------------------------------------
----•---•---------••-•--•-•••...••-•-•----•---------------•---------------••-•----•--•....__.-------------------•-------•------------- -----------------------------------------------------------------
Date
PermitNo........................................................ Issued..................... ..................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF EALTH (p
............:!7'!t'.. ....OF.............. `.. .. .. .......:'... ..........................
(Drrtifirate of Tompliaurr
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( )
by '
- ---------------
at
�,�� Instal] r _ -�LGG��%ct!.._"�-..
has been installed in accordance with the provisions of Article, fl e ate Sanitary Code as described in the
application for Disposal Works Construction Permit No._______._ ` _-—
dated_..____ _ __. 7
t------------•
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A ARANT_EE THAT THE
SYSTEM V�(ILL UN T SATISFACTORY.
-'�
DATE.....
----- .... -- ------t'-' Inspector----------------•-_---•--••- ......................................................
THE COMMONWEALTH OF MASSACHUSETTS '
BOARD O)f HEALTH
.................l,Z ...OF........ .... .............................. l`1J
FEE--?....-
i� Qlanstrurtion rrrmit
Permissionis hereby granted..............................................................................................................................................
to Constr ct ( ' or epair ( ) an In * ual S age Disposal SystprV
at No. ` �X:---
Street
as shown on the application for Disposal Works Construction Permit No. _ _____ Dated----__ ------ - -------!�1
6,1
----------------------------------------------------------- _-_....------.------... ...................
Board of Health
DATE--------•-----------------------------------------------------------------------
FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS
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ACCESS COVERS MUST BE WI THIN 9" MINIMUM. �I N VER T ELEVATIONS : DES I GN CR I TER I A : GENERAL NO TES :
6" OF FINISH GRADE 6' MAXIMUM COVER
FIRST 2' TO 4'VENT W/ INVERT OUT SEPTIC TANK: I15.0 DESIGN FLOW:
BE LEVEL CHARCOAL FILTER MIN 2" OF PEASTONE INVERT IN D I ST. BOX: 114.57 4 BEDROOMS AT I lO 'G.P.D. PER I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
18' MIN 119.5 OR FILTER FABRIC INVERT OUT D I ST, BOX: 114.4 BEDROOM EQUALS 440 G.P.D. OF THE SEWAGE DISPOSAL SYSTEM ONLY.
4" DIAM PIPE 115.2f l. - , ] _1_� INVERT IN LEACH CHAMBER: 114.3
� l l5.0 114.4 � J2" FH-20 �� DOUBLE WASHED STONE BOTTOM OF LEACH CHAMBER: l 13.3 NO GARBAGE GRINDER 2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS
0 0 114.3 1$ l!3.3 ADJUSTED GROUND WATER: N/A
SET, SEE $I TE PLAN.
BAFFLE SEPTIC TANK REQUIRED:
3 OUTLET 6 LC-6 LEACHING CHAMBERS OBSERVED GROUND WATER: N/A 440 G.P.D. X 200% 880 GAL. J. ALL CONSTRUCTION METHODS AND MATERIALS AND
EXISTING D-BOX W/3.5' STONE AROUND. 10'w x JV I x 12'd BOTTOM OF TEST HOLE *1: 106.3
SEPTIC TANK PROVIDED: 1250 GAL. EXISTING MAINTENANCE OF THE SEPTIC SYSTEM SHALL
1250 GAL H-20 CONFORM TO MASS. O.E.P. TITLE 5 AND LOCAL
SEPTIC TANK 6' CRUSHED STONE OR SOIL ABSORPTION SYSTEM REQUIRED: BOARD OF HEALTH REGULATIONS.
COMPACTED BASE
DESIGN PERC RATE C 5 M/N/INCH
PROFILE : NOT TO SCALE SOIL TEXTURAL CLASS - 1 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
EFFLUENT LOADING RATE - 0.74 GPD/SF AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
330 GPD / 0.74 GPD/SF - 446 S.F. REQUIRED THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH-
STANDING H-20 WHEEL LOADS.
PROVIDED: 6 LC-6 LEACHING CHAMBERS
W/3.5' STONE AROUND. A-620 S.F. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
CB/OH FND
620 S.F. x 0.74 - 458 G.P.D. APPROVED EQUAL.
SOIL TEST PIT DA TA& 6. SEPTIC TANK AND D-BOX SHALL BE REINFORCED
PRECAST CONCRETE OR APPROVED POLYETHYLENE.
INDICATES V _ INDICATES BOTH SHALL BE WATERTIGHT, D-BOX SHALL BE WATER
PERCOLATION = OBSERVED
TEST - ceouNDwarER TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE
TP s1 P+*15196 TP s2 OUTLET.
UP 0' HOR I ZON TEXTURE COLOR //9.3 O' HORIZON TEXTURE COLOR 119.3 7 BEFORE CONSTRUCTION CALL 'DIG-SAFE'.
SANDY IOYR SANDY IOYR
/'4 LOAM 3/2 D/� LOAM 3/2 1-888-DI6-SAFE AND THE LOCAL WATER DEPT.
6 - - - - - - - - - - - - - - - 118.8 6- - 118.8 FOR LOCATION OF UNDERGROUND UTILITIES.
B SANDY IOYR B- - -SANDY- - - -IOYR
LOAM 5/4 LOAM 5/4
22- - - - - -LOAM
- - - - 14 117.5 22- - - - - -LOAM
- - - - 14 117.5 8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE
SANDY 2.5Y SANDY 2.5Y
�� LOAM 6/3 C� LOAM 6/3 DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION
60- - - - - -LOAM
- - - - 13 114.3 60' - - - - - OAM - - - - 13 114.3 OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE
C2 FINE IOYR C2 FINE IOYR CONSTRUCTION INSPECTIONS.
\ SAND 8/I SAND B/l
\ 76" 112.3 112.3
(� \ 84" - - 84" - - - - - - - - - - - - - 9. ALL UNSUITABLE MATERIAL (A & B HORIZONS)
C3 FINE-MEDIUM 2.5r C3 FINE-MEDIUM 2.5r ENCOUNTERED BELOW THE INVERT OF THE LEACHING
SAND 7/4 SAND 7/4 FACILITY TO BE REMOVED FOR A DISTANCE OF 5'
__ �� �� r32• NO WATER 1 . 108.3 132• NO WATER 108.3 AROUND AND REPLACED WITH SAND IN ACCORDANCE
\ \� WITH TITLE 5.
\h - � +118,9 DATE: NOVEMBER 9. 2016
TEST BY: MIKE O'LOUGHLIN
BM- ORANGE PAINT ON N1 TNESSED BY: DAVID STANTON
\\
\ �� �ROCK. EL-119.45 PERC RATE: ! R MIN/INCH
EXISTING
v \ SEPTIC TAIL VARIANCES REQUIRED :
,� , :::= . L O T 3 8
+ \ .::.. ... TITLE 5. MAXIMUM FEASIBLE COMPLIANCE
1 t9 �� ::' 38. 810f S.F. SECTION 15.221:(7) GENERAL CONSTRUCTION REQUIREMENTS FOR ALL SYSTEM COMPONENTS
D-Box
THE TOP OF ALL SYSTEM COMPONENTS SHALL BE NO DEEPER THAN 36" BELOW GRADE.
I A VARIANCE IS REQUIRED FOR THE SAS TO BE BETWEEN 3' AND 6 DEEP
t / , O '• . PENT
tt tt tt Ridgy / 6 LC-6 PRECAST CHAMBERS
W/3.5' STONE AROUND +119.4
119.5
'
+ _ rk
/ J .. TP*I
TPs2
- - _ ,19,2 S E P T I C S Y S T E M D E S / GN
138 MARBLE ROAD . MAP 316 . PARCEL 42
BARNST.ABLff MA .
ROUTE 64 l
J i PREPARED FOR :
LEGEND 'l
m RAILROAD Jl E7 D M U / YLam/ S A N T O S . .J R
LOCUS c CB CONCRETE BOUND S8 ��O,
n -W WATER LINE SCALE : 1 - 20 JANUARY 30 2017
O HYDRANT
m G GAS L!NE OHW- OVER HEAD WIRES S T E f'�Q
H E N A . H A A S
no LIGHT POST. ENGINEERING , INC
--E- UNDERGROUND ELECTRIC LINE / �� P . 0 . B o x 16
-T- UNDERGROUND TELEPHONE LINE / �' i South D e n n i s , MA 02660
-CTY- UNDERGROUND CABLEVISION LINE � � /' ���i��� ( SOB ) 362-B 1 32
ROUTE 6 +40.4 SPOT ELEVATION /
-----40------- EXISTING CONTOUR
L. LOCUS MAP 40 PROPOSED CONTOUR 0 /0 20 40
JOB N0: 16-063