HomeMy WebLinkAbout0103 JASPER ROAD - Health 1 03 JASPER ROAD
Marstons Mills
A = 047 — 026
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TOWN OFtBARNSTABLE
LOCATION /®3 �5(35ZEJ?_ U SEWAGE# Q:JJ
VILLAGE • 01 ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY O
LEACHING FACILITY: (type) — 3 7a► ``(size) X P.
NO. OF BEDROOMS 3 ''r
OWNER �E �L7�INU
PERMIT DATE: 6(b o1b COMPLIANCE DATE: ! (Q
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 5t Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) N Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY M?A.
VS5
Town of Barnstable 1
I'tt
Department of Regulatory Services
> MASS. Public Health DivisionDate
1.
s n n639. /200 Main Street,Hyannis MA 02601
' rr rnrv, �``JJ .
Date Scheduled
— Time Fee Pd.
S'®oi Su t obi Assessme nth®r Sewj* e�isp®s�Performed By: Wilnessed By:
LOCATION& GIC+NERAL INP®1�A.TION
Location Address - 2� �
� J /�J Owner's Name
t 1� Address 21
Assessor's Map/Parcel: k [-A, �� �1 5 1,4
Engineer's Name
NEW CONSTRUCTION �V.Q_",.S��
REPAIR Teleph-une# 5C,18 5 Ct_
Land Use ���+,i Slopes(96)_ �r Surface stones
Distances from: O en Water flod h1P1�E ;�r i
P y None ft Possible Wet Area_A10110—ft Drinking Water Well ft
Drainage Way ft Property Line _ I fS ft Otl,er
Ft
SIMTCH:(Street name,dimensions of lot,exact locations of test boles&perc tests,locate wetlands fn proximity to boles)
ee C)
G
to r^
rrt
Parent mal.erial(geologic) w'wW , Q _I)epilt t9 Sedrock
Depot to Groundwater- Standing Walerin Hole: Z'16- Weeping froln Pit Race tkr"_ �T
Estimated Seasonal High Groundwater
9�
E A H:aauAII A 1l AON FOR SLR ASONAL A.dIGH WY A I ER r1t,A"ABLE
Method Used: I�
Depth Observed standing in obs.bole: In. Depth to loll mottles:
Dcpth to weeping from side of obs.hole: In, Groundwater Adjustment
Index Well# Reading Date: Index Well level Adj.factor AEU.(JrnundwaterLCvel
- PERCOLATION TEST Uuta 1,'i'Jl>�t�1o�5
Observation
Hole# Time at H�
Depth of Peres
Time at G" ►o°.ar
Start Pre-soak Time @ O Time(V-6") 4 M I j_
End Pre-soak p;
Rate Min./Inch L,ZM�1
Site Suitability Assessment: Site passed Site Failed: Additional Testing Needed(YIN) _
Original: Public Health Divisiou Observatlon 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 DIivision at least one (1) week prior to beginning.
Q:NS P_PTIC\P•LtRCFORM.DOC
DEEP.OBSERVA.TIION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture .Soil Color Soil. Other "
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
onsis[ency gb Oravell
"(a SL (0 2.3)p
n
1 v4Q
t J`� �Z t�'�- �O(1C� caL•� ! �I �G�15�•e i J�jc��cd. � /fo�J�1
DEEP OBSERVATION HOLE LOG Hole# Z
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
onsis en `Yo ravel
MIA
(O-Z� L IS o�t�5 F�`a�b Ue
0 1 CZ. M-G ► Lob 5Q
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in-) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistencv.%Gravel)
I,
DEEP OBSERVATION HOLE LOG Mole#
Depth from Soil Horizon Soil Texture - Soil Color Soil Other
Surface(in.) -(USDA) (Munsell) Mottling (51ructure,Stoney,Boulders,
Consistency, 6 Offivoll
Flood Insurance hate Map:
Above 500 year flood boundary No Yes,41
Within 500 year boundary No "• Yes
Within 100 year flood boundary No a✓ Yes_
.Depth of Naturally Occurring Pervious Material
Does at least four feet of nafurally occurring perviou material exist in all areas observed throughout the
area proposed for the soil absorption system?
If not, what is the depth of naturally occurring pervious material?
Certintcation
I certify that on _ (date)I have passed the soil evaluator examination approved by the
Department of Environment ro ction and that the above analysis was performed by me consistent with
the required trainin xp tise n x crience described in 10 CMR 15.017. Q f
Signature Date
Q:\S.EPT1CTERCP0RM.D0C
Si rd I Date
Application Approved by Date
Application Disapproved
i
for the following reasons
Date Issued
Permit No.�/� --------------------=_----
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
�erttfttat of "WiantE
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( Repaired
Upgraded
Abandoned( )by
has been constructed m accordance
at d� dated �il�lZ,ol{/
with the provisions of Title 5 and the for Disposal System Construction.Permrt No. _
�JS Designer
Installer
��-1N►�� gPd
3 Approved desi ow / ^
#bedrooms A
The issuance of this pe it slidAnbe nstrued as a guarantee thatthe system wil � dInspector
Datew Lr --- - '` ---------- - -
Y
- --- - ----- -----
- --- ---- Fee
-------
� ` — 7,
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHi7SETTS
I�tlD3aY p3tEYYC COnstrUttion VQrmit
) ( ) ( )
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 recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Co ction must be completed within three years of the date of this permit.
(,/� �W Approved by
Date--�
1
No.zo` Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Zipplication for Disposal 6pstem Construction Permit
Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) [:]Complete Systemndividual Components
Location Address or Lot No.i 03 1'AS�E 2 Q� Owner's Name,Address,and Tel.No.
aLA -�- + zcsL ac0 N►o�;ns �,�ul -eDaevolo
Assessor's Map/Parcel SP�M
Installer's Name,Address and Tel.No. Designer's Name,Address and Tel.No.
Type of Building:
Dwelling No.of Bedrooms Lot Size t t 3�95 sq.ft. Garbage Grinder 4A
Other Type of Building No.of Persons ,;? Showers(p� Cafeteria V)
Other Fixtures L��►t�����' {�T'CiitslJ �t�� , La u n
Design Flow(min.required) ,�j gpd Design flow provided gpd
Plan Date 7?C tF � Number of sheets Revision Date
Title
Size of Septic Tank iem Woc-, ype of S.A.S. 1 2�C�eS X oft 3oZ
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) �Qt1
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.
d Date Q/8 Zol
Application Approved by Si Date 70/Y
Application Disapproved y Date
for the following reasons
I� Permit No.00,Y � � Date Issued
Fe
�Q 2 ��Oj
No. f e
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer.
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
2ppliration for -M.isposal *pstrm Construction Permit
Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System�Individual Components
Location Address or Lot No.\03 S'A�C?E QQD Owner's Name,Address,and Tel.No.
C7t-) + zct
Assessor's Map/Parcel p„ME:
Installer's Name,Address and Tel.No. Designer's Name,AddresA and Tel.No.
M AaNY j A�9-cw S &,r4M E v.J S P"-�
308-a'74---y 5'8
Type of Building:
Dwelling No.of Bedrooms Lot Size P i c �� sq.ft. Garbage Grinder(lJIA
Other Type of Building n@ N f Persons
0 o e sons Showers �� Cafeteria
YP g � (V) )
J C
Other Fixtures ><l je y 02� {�,TCM r) J�►J� u
Design Flow(min.required) 2>0 gpd Design flow provided 3?jO gpd
Plan Date 7?c la'M i S� Number of sheets C—), Revision Date
Title �(� C �- PUmco e
Size of Septic Tank t !cx�o Wbn ype of S.A.S. O� 1�2hC�eS ` k a' x 3a
—
-Description of Soil r �Q�" �\p,(-,
;a
Nature of Repairs or Alterations(Answer when applicable) �QC1
,. 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. J�
St*Red at,. &/ Date -0/rdADY y
Application Approved by Date Y
Application Disapproved Date
for the following reasons
Permit No. 20, — ��� Date Issued Jp k '701y
---------------------- ------------- - - - -------------- ----------------------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of (Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(><) Upgraded( )
Abandoned( )by ��1h' «Oc>>S
at d Z�Si'6 V— %-ZOR O has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No.Z&V-Z31 dated g/p ?w V
1P Installer ��N tJ`l' �cae czA�S Designer Cog MsrJ S4APN
#bedrooms Approved desi _ ow / 4 gpd d
r
k.� The issuance of this permit sha not be construed as a guarantee that the system will fune as designed. ,+
Date 17,k 1 }( Inspector N �d j PJ
p � -
!,/ --
No. Z + Fee I J
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal *pstem Construction Permit
Permission is hereby granted to Construct( ) Repair X) Upgrade( ) Abandon( )
System located at `�
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Cons ction must be completed within three years of the date of this permit.
Date—�! Approved by
i
Town of Barnstable
° •o Regulatory Services
Richard V. Scali, Interim Director
• BAffiVSTABLE
1639 `0� Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer& Designer Certification Form
Date: Sewage Permit# -AD I4 -2�-+I Assessor's Map\Parcel
Designer: 6Installer:
Address: �.D, ��x 1;��(,o Address: l_:�, _ \ v
�t/I A
On 8 ' c--,n n c rct-j.,0 j was issued a permit to install a
( ate)' (' to ler)
septic system at j b3 �:A_ `-?A M Mc`�S based on a design drawn by
(address)
Cazvlv)�� '�n q dated
. 11ag(designer) T�—
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.
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. Strip out (if required) was inspected and the soils
were found satisfactory.
I certify that the system referenced above was constructed in compliance with the terms
of the I\A approval letters (if applicable)
-4" r A,14
C.1
(Installer's J ture)
(Designer's Signature (Affix Design9.Stamp-4 ere)
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:\Septic\Designer Certification Form Rev 8-14-13.doc
far �j71 7B� R ` `�
LOCATION SEWAGE PERMIT NO.
VILLAGE
i /111t S Cr�elz� �U J�sT�T�SJ
I N S T A LLER'S NAME & 'ADDRESS
f�/Y
B UILDE R OR OWNER
G ki EAlI—r-RPA , Se coXP
DATE PERMIT ISSUEDs, _ �
DAT E COMPLIANCE ISSUED
r
d �Cf,--
`r^ � 'l0
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S
Pi � �
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Fimic
�A THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
Town . Barnstable
....................OF........................................--------.........--------
r Appliration for Uiipngat Work.6 Tangtruriinn ramit
Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal
ystem at: IA'
Road �Ir Lot 471
-------------------------------------------•---------------------- -•-- •---....--•••---•---•---••--...•----..................-•--••........
Location- dress or Lot No.
�� !;lV. ..................................... -- ...............................................................
Owner Address
a ............. .s._,lA.[ !�1..........-----.......--•------............--•--•-----.... ...-----...--•-----. Sly M/t ...........................................
Installer Address
d Type of Building C)WE SA�7'-ad'X Size Lot---23.,295........Sq. feet
U Dwelling—No. of Bedrooms----------------------3.......__ .Expansion Attic ( ) Garbage Grinder ( )
........ No. of ersons.._..=...� Showers — Cafeteria
a Other—Type of Building --------•----•----� P ----------------- ( ) ( )
a
Other fixtures --------------•---•--------......-----------•------------•-••............-•••-•......--- --------••-•-•••••••--•••-••••............-•-........._-•--•-
W Design Flow............. 5-____._-----•-_______-_-gallons per person per day. Total daily flow--_--•_3.3.Q__•••_--..-•-______-•-------•_gallons.
WSeptic Tank—Liquid capacitylQQQ.gallons Length.8.1__-_6 tt. Width_4 t.-1-Q tbiameter................ Depth.5.1.-14.T1_.
x Disposal Trench—No..................... Width.................... Total Length____................ Total leaching area....................sq. ft.
Seepage Pit No...........1....... Diameter....1Q.......... Depth below i let___...(a1......... Total leaching area...267......sq. ft.
z Other Distribution box.( x) Dosing tank ( ) W X
"" Percolation Test Results Performed byC.a-p-e:__Qo-d...S_LlY mey. ...Gonsultant SDate.....JUne.•3-0.,1978..
aTest Pit No. 1....2---------minutes per inch. Depth of Test Pit..__12 T-•_____- Depth to ground water...nOne..........
f� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
a -••••-•---------•--•-••---•-•••-••••......•-••••---•-•-••••••-- -•----••---•---.....•--•-•-•-••---------•--•---•-•------•••-•. .........
O Description of Soil....Q-.Q-.5--- —
x s • . �` s90
RENWICK G
W
......................................................................................................................................................
UNature of Repairs or Alterations—Answer when applicable.__-------___________________•-•_-_.••••__--____--i..__... . . .....CHAR AN... .
---•--- --------------------------------------------•--•------......------------............._......•-_
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Dispos ystem 1
the provisions of LITI11E 5 of the State Sanitary Code—The undersigned further agrees not to pla in in
operation until a Certificate of Compliance has be issued by the board of health.
Sid... :.. ---...--••--------------------•-•-•---•-••----••••......-••-•-••. ................................
Application Approved B 17
�._...._... ��S ..
PP PP Y -
Application Disapproved for the following reasons________________________________________________________________________
....................Date ......-----
------------------------••-•-•----•------------•---------------------------------._..........---------------•-•--••••--•-----•••••-•••--•••••---•-•••--••••••--•••••-•••••--•••-- ---------••••--•-----
Date /
PermitNo--------------------------------------------------------- Issued------ ... ....Z�:`.......... _- ---------
Date
No........:1..�tl ..... 4 Fzc$......:....`. .....
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
Town..................oF...Barnstable...
--------------------------------•---------------
. ppliration for Dispooal Works Tonotrnrtion ramit
Application is hereby made for a Permit to Construct (K) or Repair ( ) an Individual Sewage Disposal
System at:
Tones Road Lot 471
-•..............---•---....... ....-•--...........-----•------------........._..............--•-- --......._..-••-•......_...-•---••--••--------••-----------••--•............_.................-•--
jj� / Location.Address or Lot No.
......' '�'. P......................................... � ��..!�.?...............................................................
..�....
Owner S I Address
............................._j ._.................................-•-•••--
Installer Address
d Type of Building C jV%p i:.. 7'^ a-A Size Lot__21,2Q5-•-___-__:Sq. feet
U Dwelling—No. of Bedrooms...................._....................Expansion Attic ( ) Garbage Grinder ( )
pal 'Other—Type of Building ............................ No. of persons........6................. Showers ( ) — Cafeteria ( )
0.1 Other fixtures ...................
------------- ------------ ----------------------------------------ll•---------------------•--•-•------=----•---_---•----
d
.-_._----..------_-_--
Design Flow.............5.5- gallons per person per day. Total daily flow-- =`-3-LQ.............................gallons.
W t_ _ tt
WSeptic Tank—Liquid capacrt}�QQ._ga]lons Length$_..__l�.n �._ idth4_t..-1Qtr. Diameter________________ Depths_r._.._!+_._..
x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No..........1-------- Diameter...1Q_'.._...._. Depth belov.IeX.6�� _. Total leaching area...267......sq. ft.
Z Other Distribution box (x) Dosing tank ( )
a Percolation Test Results Performed bjCape-._Cad...Survey...Qonsultant.S Date....JunE-3.0i1.971.
1 Test Pit No. I...2..........minutes per inch Depth of Test Pit___ _......... Depth to ground water..nO-ne...........
Gx Test Pit No. 2................minutes per inch Depth of Test Pit..................... Depth to ground water........................
x •-------• ---------•--------•---•--•-•••.------•----------•---••....•-•...-•-••-•---•----••................................... .... ........
O Description of Soil...QmO.J... ----3•.5_...sub aoA1,_-2_.5.Tn1,2..Q.__m
.. o
san-d_.......------------------------------------------------------------------------------------------------------------
� .................................... -
W --•---------------------•------------••-----...-•-•--•------------•--•----------------•----•--••--•---•--•--•----................................................ .........s:
UNature of Repairs or Alterations—Answer when applicable........................................... ..... .... .. ....:CHARM •••-
------------•----•--....----••-•-•------•-•----•-•--•-----•---•--•............................•---•-•--•--------------•---•------........ -• No. . .
..-
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage D posa System illthe provisions of TIT�E 5 of the State Sanitary Code—The undersigned further agrees not to place ;stem in
operation until a Certificate of Compliance hjbe�j. issued by the board of health.
Sig '� u�..•...............••----...........-•----------•-------•----- -•--- ..........---......
.. s'` 7--2
Application Approved By....... ......... !.. .• •• -------------------------------------
Da te
Application Disapproved for the following reasons:..............................................................................................................
-------------------------------------•---••----------------------•-----------------------------------------•--•-•---•-•-•--•-•---•-------•-------••••----------••---•......-------------•-•-••---••••-•-
Date
r
Permit No... Issued,----------- •-----....---•-••---------...
'-Date
THE COMMONWEALTH OF MASSACHUSETTS
j BOARD OF HEALTH
.......... ......OF....... � f/�• `................................................
Tatifiratr of Tomphaurr
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed'f(y ) or Repaired ( )
by P. 7 ..I..&/
................................................................ .....f - -• --._. ..................••-
: ..............
Installer r-----------------•--- ---••-•
has been installed in accordance-with the provisions of T r' 5 of he State Sanitary Coe as escr b d-in the
application for Disposal Works Construction Permit No.. ... � 1' �
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE................................................................................ Inspector......................................................................................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
7 / .............. ..OF............0- ZI....................... '
No............... ..... FEE........................
orko �ono�raion �ermi�
Permissionis hereby granted:.. ......... .14N..-----•--.---•-------------------------------••--•----.........--•-•-••-•-•----------.........-•----.....
to Construct (. ~) or Repair ( ) an Individual Sewage Disposal System
atNo.1......1-`-� 1 ............ ", !: •---/';'_A 2':` ...._..._.. --------------------•.---•-------------•-----.....---
Street
as shown on the application for Disposal Works Construction Per . No___ ______________ Dated....._... . _._.._......_.._____..._.._.
CAI,, �� 1.---_-----
y •• (!.. 7 ....................................... Board of Healt
FORM 1255 HOSES & WARREN, INC.. PUBLISHERS
...S,mo 1140AM r GENERAL NOTES
�. 103IWar Md merslons... Q ED
1+'' - 1. Contractor is responsible for Digsofe notification, Verification of Utilities
#73 C6ever Ln and protection of all underground utilities and pipes.
""* 2. The septic tank and distri ution box shall be set
.4 level on 6„ of 3/4"-1 1 2" stone.
SAS SITED OVER 200 FEET a 3. Backfill should be clean sand or gravel with no
FROM ABUTTERS WELL 103Je per Rd > stones over 3" in size.
4. This system is subject to inspection during installation
ALL OTHER ABUTTERS WITHIN S* by Shay Environmental Services
200 FEET OF THE SITE ARE 5. The contractor shall install this system in accordance
CONNECTED TO MUNICIPAL WATE ` 41 with Title V of the Massachusetts state code, the approved plan
and Local Regulations.
N god ` 6. If, during installation the contractor encounters any
94 2B' 24" % soil conditions or site conditions that are different
from those shown on the soil log or in our design
FAILED NIFr TEE♦T BE eoxINSTAum IN o- � installation must halt & immediate notification be
LEACH PIT SoA �✓ 3D C1] IO made to Shay Environmental Services
0
LOCUS MAP 7. No vehicle or heavy machinery shall drive over the
TEST HOLE N2 xs $' septic system unless noted as H-20 septic components.
ELEV.- 96.00 3 HOLE —H20 r�• ; 8. Install Tuf—Tite gas baffles or equals on all outlet tee ends.
D-Box 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes.
98 TEST HOLE #1 A 94 10. All solid piping, tees & fittings shall be 4" diameter
ELEV.- 96.50 Schedule 40 NSF PVC pipes with water tight joints.
va
I'D 11. Municipal Water is Connected to ALL but one OF The Abutting
d 4 POSE 0 Septic Tank
p Properties Within 150 Feet. SAS is sited over 150 feet from abutters well.
O
VENT 96; THE PROPERTY LINES ARE APPROXIMATE AND
ma PIE ,3' s .3' DECK COMPILED FROM THE SURVEY PLAN BY CAPE COD SURVEY CONSULTANTS
ENTITLED: "Certified Plot Plan of Lot 471 JONES ROAD, Morstons Mills, MA"
e 1 DATED JULY 28, 1978
g8 RUSTING RUSTING , I AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN
G$ s BsnRooet 98; IT SHOULD BE USED FOR NO PURPOSE OTHER THAN
SLAB HOUSU i q Q THE SEPTIC SYSTEM INSTALLATION.
FOUNDATION full foundation i 3
M103 EXISTING LEACH PIT TO BE PUMPED OUT AND FILLED IN PLACE
0 NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE
vo 44
FROM THE EXISTING CESSPOOL/LEACH PIT TO BE DISPOSED
u%'Pof y ; � 6 OF AS PER BOARD OF HEALTH SPECIFICATIONS.
-� PROJECT BENCH MARK `�` ��` *lop- .3 ~
TOP OF FOUNDATION o
�- ELEV. = 100.00 (ASSUMED)
3 BR HOUSE FLOOR SCHEMATIC
(Description Provided B Owner '00 ` �� LOT 471 w i
y ) w P LOT P LAN
GRAVEL $
' E �DRNEWAY �1 83,88ti Square Feet +/— � � i
Kitchen
`�;� o OF PROPOSED SEPTIC SYSTEM UPGRADE
Living Dining I PREPARED FOR
Room I Room
STEVEN ROBINO
1st FLOOR L s2.2>' ��
AT
103 JASPER ROAD
__- -----------------R f8f.f 1``\ 9 79.D 2g' 25" L S�oo* '
_ ASSESSORS MAP 047, PARCEL 26
$ r-?0A-Z> -- �- MARSTONS MILLS MA
PREPARED BY:
(40 FOOT RIGHT OF WAY) FA
tl�CARHEYV E. SHAY
2nd FLOOR '1>1•i~'
171
ENVIRONMENTAL SERVICES
0 20 40 50 � ,�� mar P.O. Box . 1576
- ��, '� MASHPEE, . MA 02649
OVER THE COUNTER VARIANCES REQUESTED: I \
1. REQUEST A LOCAL UPGRADE APPROVAL TO Put SAS �.,,�,-yra TEL/FAX 508-294-7498
GREATER THAN 3 FEET BELOW GRADE, A VENT PIPE HAS BEEN PROVIDED. SCALE: 1 "=30' DRAWN BY: CES DATE: JULY 29, 2014
SCALE: 1"=30' PROJECT#103 JASPER RD FILENAME: 103 JASPER.DWG SHEET 1 OF 2
*NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. I
I
INLET TEE TO BE INSTALLED IN D-BOX VENT PIPE (®Least 24 inches tall)
10' min. from Grade over septic Tank - 88.00
Schedule 40 PVC Schedule 40 PVC w/Charcoal Odor Filter
Existing Foundation house to septic tank Provide Risers if necessary
TOP OF FOUNDATION = ELEV. 100.00 to bring Septic tank covers D-BOX cover must must have riser and be LEACH TRENCHES CROSS—SECTION (2 TOTAL)
g P within 6 in. of finished grade Finish Grade = Elev 96.50
within 6" of finished grade
Grade over D-Box -98.50 a PVC (CAPPED) INSPECTION PORT TO BE
4- PVC (CAPPED)INSPECTION PORT TO BE I INSTALLED AND TO,BE WITHIN 3" OF GRADE
INSTALLED'AND TO BE WITHIN 3' OF GRAD
•rS DISro BOX sm oos Top Of System = ELEV. 92.66 y._o.Me 1d APARr 3-0•wide S=0.p1 or Greater S=0.01 or GreaterT
IST. 4•Perforated P.V.C. '-1/8"-1/2' Washed Stone Or Approved Filter Faerla
EXIST. PIPE FROM EXIST. FOUNDATION GAL. 35' o M 4• Invert Elev.=92.00 Y of 1/6•-1/z•
TANK rn u) M 15' m 4 Washed Pea Stone3/4'-t>f"Washed stone Bottom of Leach Facility Elev.= 90.00or Approved Feter Fabrlo rn rn rn0Gos Baffle 0 32' c 4 ZC
Note: All leach lines to be capped at ends w/PVC cape. 5'PROVIDED
/ / °' LEACH TRENCH - Bottom_of Test Hole 2 Elev.=85.00 / /4'-1 1 2" a� a> ar
3 4'—t 1 2•washed Ston
d atone ; ; > °' (2 TOTAL) aempaeted.t*,.
Z — C perforated SCH 40 P.V.C.DID
6 in.of 3/4•-1 1/2" NOT TO SCALE
s^
compacted stone NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE
2 FOOT EFFECTIVE DEPTH FOR LEACHING TRENCH
NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE SYSTEM PROFILE
Not to Scale
2-13" DIAM. ACCESS MANHOLES PERCOLATION TEST g• ALL OUTLET PIPES FROM THE
DISTRIBUTION BOX SHALL BE 12'
v,:...;'.,. :,•.:•• .:'. y:ti FT. CONCRETE COVER
.. •"••._,-;,.s.�•� -..c , .:.; SET LEVEL FOR AT LEAST 2
Date of Percolation Test: MAY 16, 2014 :;..;.• ;;,: _
t KNOCKOUTS
OUTLET 71.s •.•'r.a•:K...t.;a• 2
c Test Performed By. CARMEN E. SHAY, R.S., C.S.E. :•
c
T Results Witnessed By: David Stanton (Barnstable BOH)EXCAVATOR: Shay Env. Svcs. { — , 't5S- `' I 12- INLET
ou T Percolation Rate: Less Than 2 MPI ® 40" 1s.s•
THE ACCESS COVERS FOR THE SEPTIC TANK, Test Hole Test Hole 4" - SCH. 40 Te 1.75-
DISTRIBUTION BOX AND LEACHING COMPONENT PLAN SECTION CROSS—SECTION
a- rys y••.•;�^. •r ;r r."r.•.;—: SET DEEPER THAN 8 INCHES BELOW COMPONENT
FINISHED N o. 1 N o. 2
'` GRADE SHALL BE RAISED TO WITHIN 6' OF DEPTH SOILS ELEV. DEPTH SOILS ELEV.
STEEL REINFORCED PRECAST CONCRETE FINISHED GRADE.
INSTALL TUF-TITS GAS BAFFLES OR EQUALS o 96.50 0 96.00 3 HOLE H—20 DISTRIBUTION B 0 X
PLAN VIEW sandy Sandy
3-24" REMOVABLE COVERS Loam Loam
10 YR 3/2 10 YR 3/2
c •.*14V
rs,: 0"_ 6" 96.00 0"- 6" P 0T P A3' min•elearanee , •Y•, " Loamy Loamy
INLET•r% Sand Sand
8' min.T12_min. Inlet to outle--- ---uqul levelOUTI ET10 YR 5/6 10 YR 55• _7- '� 5' _,- 6"- 28" 94.17 6"- 24" 8. 94.DD OF PR0P0SED SEPTIC SYSTEM UPGRADE
E a 4'-0" min. slit Slit PREPARED FOR
Hlafee ; •. Liquid depth Loam Loam S T EV E N ROBIN O
a 2.5 Y 8/8 2.5 Y 8/8
28"- 40" C, 3.17 24"- 40" C, 92.67 AT
•:
8'-0-
:•: 4'•-10"'• Med. Med. 103 JASPER ROAD
CROSS SECTION END—SECTION sand ,, sand
2.5 Y 7/4 f 2.5 Y 7/4 ASSESSORS MAP 047, PARCEL 26
TYPICAL 1000 GALLON SEPTIC TANK 40"— 132 c, 85.50 40"— 132 5 85.00 MARSTO NS MILLS MA
NOT TO SCALE ., "c
Number of Bedrooms: 3 Equivalent to 330 Gal. Day 330 Gal. Day per Title V ' �� OF
g ;rq\
Desi n Calculations PREPARED BY:
-- Garbage Grinder. No
Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) i= _ , C-_
Septic Tank — 2 x330 Gal./Day = 660 USE EXIST. 1,000 GAL. Septic Tank.
s C
CARMEN Y
Perc 1
C�1 E. ,�H14
SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch Depth Perc: 46" to 58" "�F' ENVIRONMENTAL SERVICES
P , r
Perc Rate= 2 MPI
'1'1
Proposed Leaching Trench Dimensions: 2 TRENCHES TOTAL-3' Wide by 32' Long by 2' Depth o 0
Groundwater Not Observed •P P.Q. BOX 1576
Bottom Area: 0.74 gal/sq. ft. x 192 sq. ft. = 1,��Q8 gallons No Observed ESHWT
Sidewall Area: 0.74 gat./sq. ft. x 28® sq. ft. _ gallons ADJUSTED H2O Elev. = NoneAhliTpfi�Pt� MASHPEE, MA 02649
Providing: = 3 gallons TEL/FAX : 508-294-7498
Use: 2 TRENCHES — 32'L by 3'W x 2'D EACH ° \1�
PPROJECT#103
ALE: N/A SHEET 2 DRAWN BY: CES DATE: JULY 29, 2014
C� r JASPER RD FILENAME: 103JASPER.DWG SHEET 2 OF 2
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r f , TOWN INSPECTOR: 01 M;hA l^ly
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