HomeMy WebLinkAbout0025 MATTHEW WAY - Health 25 MATTHEW WAY
Marstons Mills
A= 065 - 006
TOWN OF BAR/INSTABLE
LOCATION 2-5 MA TT ki5W W A' SEWAGE# AD 19 J 135
VILLAGE M&R5; « M,roNs tjS ASSESSOR'S AP&PARCEL 6
INSTALLER'S NAME&PHONE NO. G(J(a C-h1M 9? 47277_82:1 r
SEPTIC TANK CAPACITY 1,000 u,0"
LEACHING FACILITY:(typet3),�yQ q4 Ci-F r� d2,S (size) , itK 33.5
NO.OF BEDROOMS
OWNER-AAQt
PERMIT DATE: COMPLIANCE DATE: 5«7--,A0 C
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 R W ME mow 4
A-a= �5
Il,
71.5
0-4= 94 '
TOWN OF BARNSTABLE
LOCATION ;15 HA-T'4EW 10J SEWAGE# 910I9 " 13.5
VILLAGEIHARST, MILLS ASSESSOR'S MAP&PARCEL 0
INSTALLER'S NAME&PHONE NO.dkPE(kXb��, jb$ d 1a:2-Q�
SEPTIC TANK CAPACITY 1, 600 C,cam 1V'-(-,
LEACHING FACILITY: ( e cr4A .S(size) Q 'g r)( 3
typ � t
NO.OF BEDROOMS
OWNER 5_
PERMIT DATE: COMPLIANCE DATE:-!;--I -D-®I q
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility N 1A Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) A Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) 11` A Feet
FURNISHED BY
A I= 21 s'
Zs '
A-3 5 Li (REAR) B
P- y• s�'
0 0
5 31 4 0
Snisp �eRT
N Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
� - Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
JtJlItat10n for I8tl08' *pstrm Construction Permit
Application for a Permit to Construct( ) Repair(X Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.25 HAT?146W 4041E Owner's Narqe,Address,and Tel.No.
M Y y p la u cc— cs�-
Assessor's Map/Parcel N,6,T7rg6W 606rl $4 TZ:,AJS M Ic.L 5
Installer's Name,Address,and Tel.No. 50'R-4tn-$ '("( Designer's Name,Address,and Tel.No. Sdg-X73-63-17
CApcwt06 E,v`rl PiBa =< EW&06L=X1a-Q =&Jc.
1 C ate. S-Es tie tf E
Type of Building:
DwellingNo.of Bedrooms 4 Lot Size 3 S.-7C)C) — sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 444D gpd Design flow provided gpd
Plan Date - - [9 Number of sheets Revision Date
Title a!5 Hk7r-WeA j L zA4 V 5
Size of Septic Tank ( Tom Q640 n; Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) QCC_1)Xj 'C'y T(L
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 oard of Health.
Signed Date Z ' �
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. Date Issued z a-
---------------------------------- -
No. #t{/ Fee
':A .THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
-� Yes
PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS
, ltlytatiolt for*tio-1al 6pstrut Construction 3pPrmit
Application.for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.25 HA•70W 4 J4 Owner's Name,Address,and Tel.No.
!f l��Y k I�RV C.G Csit-�
.Assessor's Map/Parcel f1��< , �� .�'S MA,T'�►i�f�,t.j 4AM $44- rbPS MILLS
Installer's Name,Address,and Tel.No. 3*(y7c-4q 7 Designer's Name,Address,and Tel.No. 5'09-,7-73--b3
LAPGW(aE &Jr ASO =<- eeu&1066�"a-* =erG
Type of Building: (� -
DwellingNo.of Bedrooms 4 Lot Size �
3 5 7C7C) — sq.ft. Garbage Grinder( )
Other 'Type of Building R'IiG C baj P#4}_- No.of Persons Showers( ) Cafeteria( )
Other Fixtures
s Design Flow(min.required) '/// � gpd Design flow provided ` S75,1 a gpd
Plan Date, xis,Y'"� ;1 9 Number of sheets 1' Revision Date
Title' t A?'7'YO([> LUA-4 HAD- MST/L/-
Size of Septic Tank,„ ( i Oey-) Qo_k DQ Type/of S.A.S.
Description of Soil's <! A s E cSI*�D CO
Nature of Repairs or Alterations(Answer when applicable) U 5EGAI sT 11V C-c" C* 4GLo xJ S "pT1G,
_ 2A&� TO 0) Soo Cad 66,1 C66�egGXS Wt-n4
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
Application Approved by - _ Date �! /
Application Disapproved by _ Date
for the following reasons
1
Permit Now_/4 , ,� Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliante
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(X) Upgraded( )
Abandoned( )by QAIGtJ!8G
at 36 Nk-r-r-deeJ has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No - - /3 5 dated
Installer CAFE M _ Designer UZ, �?�r���u.1.ryCa LNG
#bedrooms Approved design flow, 440 gpd
The issuance's permit shall not be construed as a guarantee that the system will�fimc�il as desi/gnued�, c
Date .} � )� (� Inspector /'
---------------
-------------------------------------------------------------------•------------------------------------------------------
/
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal 6pstem ConStrULtion permit
Permission is hereby granted to Construct( ) Repair(/Q Upgrade( ) Abandon( )
System located at k+-?-r14,0,) LgAV M M
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.
/ t }
Date J t Approvedry 6 _I
r
Town of Barnstable
Regulatory Services
• � s�uvsresEe. 3
Richard V.Scali,Interim Director
Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-8624644 Fax: 508-7>f 1-6304
Installer&Designer Certification Form
Date: 5-1- 0 Sewage Permit# A 4 19-(3-3 Assessor's Map\Parcel L�5/
Designer: SC. En5frieego ,'Toc,. Installer: CgPGwticle- 64.e.ce;fsu
Address: 2S.51 Gc&nNo err y tt%Lg wa V Address: 15 3 Cc,n„w erc i a l S-}(�C{
cask waCZln*tY►. 10 6253 ! ,GS p2�, }�(} 0 2(o y g
On `f^ P L—P,6 l q C4Pe,,; '- is MUe(f*,S was issued a permit to install a
(date) (installer)
septic stem at Z t j Co f 4t r w w
P Y y based on a design drawn by
(address)
dated.
(designer
V 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 construe nce with the terms
of the IAA approval letters(if applicable)
JOHPI L
C-C U ChUR ILL JR
IL
( stalle ' Signat A N .41
�s
7 signer's Signa (Affix igne s St mp Here)
P LEASE RET TO BARNSTABLE PUBLIC HE H D N. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOT T411S FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION
THANK YOU.
Q:1Septid0esigner Certification Form Rev 8-14-13.doe
f
March 19, 2019
To Whom 7t May Concern:
Attached are the current floor plans.for our l st and 2nd floors at 25 Matthew Way,
Marstons Mills, MA. These floor plan sketches represent the sane floor designs that
existed when we purchased the property on 3120/1980:
Sincerely,
Bruce T. Estrella
1 i
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°F.ME Town of Barnstable P# I S q 3R
Department of Inspectional Services
snrwsxnsLE,
6 9. `�� Public Health Division Date as - ice( ;
i0rE0 MAC° 200 Main Street,Hyannis MA 02601 p.,„w
Office: 508-862-4644 h•
�� �--� h-h
Date Scheduled (` Time Fee Pd. oo-C � +
7%
p_=
Soil Suitability Assessment for S wag Disposal
Performed By: 91CLI ?;twhl ��I 1 Sk. Witnessed By: ��
LOCATIONf''&. GENERAL T . V MA -10N
t.
Location Address T Owner's Name 14Afzq (RUC4 E$TQ6_c.(A
�5 �A�TiE�� T
14AW611s h' (U S Address 25 M4I" I464.J &-'+Y MM
Assessor's Map/Parcel: Engineer's Name.oiG �1✓CzlNt� � ZV
Engineer's Email:
M,?1MP4VTZ4-0 XCZ-Ak"ziiVcs6Wx/6=6VC,(L rt
NEW CONSTRUCTION REPAIR Telephone# 5_0 , .73 —Q 377
// A
Land Use I G o
' Slopes(%) /p Surface Stones A) b
Distances from: Open Water Body 7/�l }ft Possible Wet Area 7t ft Drinking Water Well ft
Drainage Way ft Property Line > ]® ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of t;st holes&perc tests,locatewetlands in proximity to holes)
h
Parent material(geologic) C Depth to Bedrock
Depth to Groundwater: Standing Water in Hole: f J I 1�.G.s Weeping from Pit Face 7 6,.s
Estimated Seasonal High Groundwater
DE E NATION FOR SEASONAL HIGH WATER TABLE 4 r
Method Used. ;pn
Depth Observed standing in obs.hole: � _in. Depth to soil mottles: -2/32 in,
Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft.
' Index Well# Reading Date: — Index Well level Adj.factor — Adj.Groundwater Level=
PRCOL.�TI®NES� vate. TuneO.�Yh-
Observation
Hole# Time at 9"
a r• ..
Depth of Perc 36-i 5 Time at 6"
Start Pre-soak Time @ �0.10 em Time(9"-6")
End Pre-soak LOA—c'"
Rate Min./Inch
Site Suitability Assessment: Site Passed Site Failed: 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:\Application Forms\PERCFORM 2018.doc
DEEP'OB` WA 16 10CRLOG'' Hole# �
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistent %Gravel
LoaJOYr
3� _' �„ C SawA a Sy G _
i
DEEP OBSERVkATION'HOLE I,OG` Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
I }
Consistency,%Gravel)
c
;.
D'EEP-'OBSE'RVATION:HOLE LOG; Hole:#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%Gravel)
i
� I
_ DEEP OBSERVATION-.HOLE%LOGS , Hole# � _ � j' i
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%Gravel)
Flood Insurance Rate Map:
Above 500 year flood boundary No_ Yes
Within 500 year boundary No V Yes
Within 100 year flood boundary No 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? —
If not,what is the depth of naturally occurr' g pervious material?
Certification G
I certify that on 10-'�T /(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 with the required training,
expertise and experience de ribe ' 310 CMR 15.017. c3
Signature Date Y S
Q:Wpplication Forms\PERCFORM 2018.doc
.., tea. .
THE COMMONWEALTH OF MASSACHUSETTS ��-
BOARD OF HEALTH
.. .............. ..... . .•--OF......................................
Appliratiaan for Dhip sal Works (faamitr trtion Punfit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
Location-Adgss or Lot No.
---•----•--•---- ----/------------•----- •.................................................................................................
W /C Owner Address
//pt!.. ............ .••---•--•••-----•.... ---------------•----•-•-.._................
Installer Address
UType of Building Size Lot-----------------------•-_.-Sq. feet
Dwelling—No. of Bedrooms..__................................Expansion Attic ( ) Garbage Grinder ( )
Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
Other fixtures
W Design Flow....._!1_.10...:!........................gallons per person per day. Total daily flow........ -----gallons.
WSeptic Tank—Liquid capacit y/0.6—)gallons Length................ Width---------------- Diameter---------------- Depth---------.-._---
x Disposal Trench—No. Width...._dd............. Total Length................. Total leaching area--------------------sq. ft.
3 Seepage Pit No./,0P__.0....... Diameter__AC.I.ir-_- Depth below inlet.................... Total leaching area------------------sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
aPercolation Test Results Performed by.......................................................................... Date----------------------------------------
Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water--------------•--___---.
04 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-__-____----_-__.---_.-.
Q+' ----------•-•--------•---------•--------•-----•--------•---------------•-----------------•--•-•-----.....................................
0 Description of Soil........................................
U ---•---•---------••. --•-•-------------
W
--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
U Nature of Repairs or Alterations—Answer when applicable.----------------------------------------------------------------------------------------------.
•--------•-•--------------------------------------•---•-----------------•-----------•-•-------------------••-------------•----------------.......------------------------------------------........---
Agreement:
The undersigned agrees to install the aforedesc ibed Individual Sewage Disposal System in accordance with
the provisions of Article XI of the State Sanitary od — The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has beLnisted by the bO �th.
3®- 7�Signed-_)4 .....1....... •------------------- -------------------....----
A Application Approved B l Hate
PP PP Y -- - �� D 7
Date
Application Disapproved for t e following asons:----•----•-----•------•-•--•---------•------------••--------...................................................
..-------••--•-----------•----------------------------•-----------•-•-----------••------.....------------...-----------•-----••------------•---•--------------•---•-----------------------------..-----
Date
PermitNo................................................-....... Issued.................................------•-•-----•---••--
Date
No.._t. .,._ .... ...........
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.. ......................... --....OF..................................................
..-..
ppliration for 3ispogal Works Toustrurtion thrutit
Application is hereby made for a Permit to Construct ( ) or Repair ( } an Individual Sewage Disposal
System at:
f
Location-Address1 or Lot No.
µ - .................. --------------------- -•------•------------------•----•-- -----—*---------•---------------------------•-----•-
Owner - Address
k, icy
Installer Address
Type of Building Size Lot____________________________Sq. feet
Dwelling—No. of Bedrooms._...........................................Expansion Attic ( ) Garbage Grinder ( )
Other—T e of Building ............................ No. of persons............................ Showers — Cafeteria
Pa Other fixtures ......................................................
W Design Flow_____ 3__ I... .........................gallons per person per day. Total daily flow......_... .�?-a__•----__-__.____.__.___gallons.
9 Septic "Tank—Liquid capacity&X .:gallons Length________________ Width---------------- Diameter---------------- Depth................
W Disposal Trench—No...... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No.fi%_:.Q__...._ Diameter__4d.. _ ___ Depth below inlet.................... Total leaching area------------------sq. ft.
Z Other Distribution box ( , ) Dosing tank ( )
aPercolation Test Results Performed bY------- ------••--••---•------•-..-------•------••---••----••---•--•••.... Date........................................
Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water..___-_____-__-______._.
Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
x ` ----------------•-----------------------------------------------------------------------------•----•--•-----------•-----•-••----•---- •--••--••-•-•-•-•------
Descriptionof Soil ---------------------•------------------------------------------------------------------------------------------
x 3 +,
-------------------------•------------------------•-------••----------------------------------------------------------------•------------•--------- ---------------------------------------------------
U Nature of Repairs or Alterations—Answer when applicable----------------------------------------------------------------------------................._
---•---•------------------------------------------------------------•-•--------------------------•-------------------.....-------------------------------------------------------- --------------------
Agreement:
The undersigned agrees to install the aforedes,�ribed Individual Sewage Disposal System in accordance with
the provisions of Article XI of the State Sanitary Cod The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been is ed by the bo rd•,afir lth.
11.01
- a
Signed--',.---. ...........................; r
i Date
ApplicationApproved By................................................................................................. ........................................
Date
Application Disapproved for the following reasons--------------------•----....------------------------------•---------------------- ---------------------------
-----------------•---------------------------------------------------------------•--.....----------------------------------------------------=-----------------------------------------------------_---
Date
PermitNo......................................................... Issued
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.........................OF.
Tntifiratr of fromplitturr
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired
b ( )
r"� -d s ,
1 ,
a n Installer
�t�`P - r /V /11
` - ��
at------
--- s-------------•••-••••-•--•-••-----------------------...........-••-••------....................
has been installed in accordance with the provisions of Article XI�f The State Sanitary Code as described in the
application for Disposal Works Construction Permit No....___? `_ _______________________ dated......................................._____----
THE ISSUANCE OF THIS CERTIFICATE SHALL N6T•9E CONSTRUE® AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE ------------------------------------------- Inspector-----------------------------------------------------------------------•--•......
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH ' ='
#_ ZZ
............................................... .~
# FEE---- = =
WINsPOSUL orkii Tonstrudioaa "jaunt
` = / err- r�
Permission is hereby granted.......................................................�- ..'.� ? ....... N......
to Construct ('� ) or Repair ( ) an Individual Sewage DisposalSystem
at No {:fL. 1 --•--- l I✓7 i � ifi5 rr
Street ..,
as shown on the application for Disposal Works Construction Permit No--- Dated--- _ . .._w'______ =-:y_..___. . `'�
F - � : . ..
Board of Heal i_9
DATE...............................................................................
v(j
FORM 1255 HOBBS & WARREN, INC., PUBLISHERS �i�'Z�'�""'' � �/' / • �lC� •.
T.O.F. EL.= 115.7'± INISH GRADE OVER D-BOX= 1 12.8'+- FINISH GRADE OVER CHAMBERS= 1 12.4' - 113.2' GENERAL NOTES
f PROVIDE EXTENSION RISER SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED
WITH COVER OVER INLET& REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION
FINISH GRADE OUTLET TO WITHIN 6"OF F-G- RISER TO WITHIN 6"OF FINISHED GRADE 4"SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL
FND- EL. 14.5'± F.G. OVER TANK EL. = 114.3�± 5" DIA. OUTLET(S) MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) 2"OF 1/8"TO 1/2" DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES.
STONE OR GEOTEXTILE FILTER FABRIC
_ L } 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE
9" MIN. TOP OF SAS=110.23' PLACE RISERS ON ALL
DESIGN ENGINEER.
PROPOSED 4" CHAMBERS WITH „
/,-EXISTING 4 36 MAX. 9 MIN. 3. 4 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL
SEWER PIPE \ Q SCH. 40 PVC 109.40' 36"MAX. INLET PIPES TO 6"OF
f � � [SEWER - � BREAKOUT EL= 109.90 SYSTEM UNLESS OTHERWISE NOTED.
„ �^I PIPE FINISHED GRADE
- - „ „ 3 DROP MAX { _ 4- TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN
- - 6 3 2" DROP MIN 3" 9 L 33± PROVIDE WATERTIGHT
- --- 1 MIN.SLOPE@7 o o ELEVATION = 109.90' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS.UNLESS A
PVC IN FROM JOINTS TYP. o oo�� o0 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF
-�+ 14" \-* 2.3�-1- SEPTIC TANK "C )
4" PVC OUT TO 0 0 0 0 0 0° 0 0 o
LEACHING FACILITY o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION.
CONTRACTOR TO PROVIDE � - p o � � � � � � � � � � 00 0 5, SLOPE ALL SOLID PIPE AT 1.0% MINIMUM.
SPECIFIED DROP BETWEEN
INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL 1 O9.8T MIN. 6 109.70' 2' oo °° o 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL.
SHALL VERIFY SIZE 48" VERIFY CONDITION OF OUTLET TEE o o ao o0 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK
AND CONDITION OF EXISTING TEES GAS BAFFLE 6"CRUSHED STONE °° o o oo - FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS
EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY o0 001 0 o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH
TANK NECESSARY COMPACTED BASE
AND DESIGN ENGINEER.
5 OUTLET DISTRIBUTION BOX 4'Q� 8.5' (TYP) � 4.0' 4-0' 4.83' 4.0' ,
= su� 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 115.00
TO BE INSTALLED ON A LEVEL STABLE 33.5' (TYP•) ESTABLISHED ON THE CORNER OF A STEP AS SHOWN ON PLAN.
BASE. FIRST TWO FEET OF OUTLET
PIPES TO BE LAID LEVEL. 107.40' GROUND WATER ELEV.= < 101 .50' 12.83' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION
EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK 3-500 GALLON CHAMBERS 5'MIN. CHAMBER END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT
CROSS SECTION VIEW p /� ` 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES
*CONTRACTOR TO
VERIFY EXISTING
SEPTIC TANK PROFILE DISTRIBUTION SO DETAIL TYPICAL CHAMBER PROFILE CHAMBER DETAILS', TO THE DESIGN ENGINEER.
ELEVATION R NOT TO SCALE NOT TO SCALE `r(�I NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT.
NOTIFY ENGINEER IF DIFFERENT:
NOTES: - .. ... .r... .�,m...�,,�_
TEST PIT DATA 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING
r: REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM
1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF EACH
- PERC NO. 15938 APPROPRIATE AUTHORITY.
MAP 65 SEPTIC SYSTEM COMPONENT. jl INSPECTOR: David W. Stanton RS 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED
`� } EVALUATOR: Michael Pimentel, EIT, CSE UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR
LOT 4-3 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE t II TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING.
PROPOSED LEACHING SYSTEM TO ENSURE CONSISTENCY WITH TEST PIT DATA 11 C.S.E. APPROVAL DATE: Oct. 1999
^-� April 2,2019 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES.
SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF Q DATE:
MAP 65 SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. I� TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE
LOT 4-8 g MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY.
3). ENTIRE PROPERTY IS LOCATED WITHIN THE LIMITS OF A DEP APPROVED ZONE 2, \ J r, .. : _ ELEV TOP= 112.50'
/\ MAP 65 THE WELLHEAD PROTECTION OVERLAY DISTRICT, AND ESTUARINE WATERSHEDS. 4 { O N E ELEV WATER= < 101.50' FINES OR OTHER REPLACE ALL SUNSUITABLE MATERIAL N ACCORDALE MATERIAL WITH CLEAN ONCE WITH 3ARSE D10 CMR FREE R5 255(3Y
LOT 7 4. SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY FOR THE /�i � 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN
) -� � ,,• PERC RATE_ <2 min./inch
m INSTALLER. INSTALLER SHALL VERIFY SWING TIE MEASUREMENTS IN THE FIELD ] SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK.
00 PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL NOTIFY ENGINEER IF Q ,,, ' DEPTH OF PERC- 36"-54"
0) S,S MEASUREMENTS APPEAR TO BE INCORRECT.
LOCUS a Os� - 16. PROPOSED PROJECT IS LOCATED WITHIN:
TEXTURAL CLASS: 1
Z ASSESSOR'S MAP 65 LOT 6
d p0, F J� '! OWNER OF RECORD: MARY M. & BRUCE T. ESTRELLA TRS
U -'- n t
E f • y 0„ 112.50'
EXISTING LEACHING PIT �, ADDRESS: 25 MATTHEW WAY
PROPOSED PROPOSED 3-500 GALLON TO BE PUMPED & FILLED o Fill MARSTONS MILLS, MA 02648
� - r' 4„ 112.17'
INSPECTION LEACHING CHAMBERS WITH WITH CLEAN, COARSE � FEMA FLOOD ZONE X
24 PORT AGGREGATE SAND AND ABANDONED � . � i � •
PROPOSED r B
T Sandy Loam COMMUNITY PANEL# 25001 CO562J
O j. � 1 10Yr 5/6 17. DEED REFERENCE: LAND COURT CERTIFICATE#204661
DISTRIBUTION �
20"p� „ �BOX l 36 109.50' 18. PLAN REFERENCE: LAND COURT PLAN#9484B
J `1' 3 �" Perc 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION.
o STUMP / a 2 22" 4 1
a L"' t� 5 �� _ 08.00'
(TYP) „ ,� -� 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY
x5 -
-:• .:-. � .FOR SEPTIC SYSTEM UPGRADE: JC ENGINEERING WILL NOT ASSUME ANY LIABILITY
O z ti 4 EXISTING 1,000 0 FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE.
! GALLON SEPTIC Coarse Sand
�. -- C 21. A 4 PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A
/ 3 a 1''. ..::� '` ♦ _- 1 �T TANK TO BE UTILIZED • 2.5Y 6/6' DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A
IN THIS DESIGN .. `^ .. ...... _�. .. W __,___a m I
112x5 I PATIO_ - REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS,
MAP 65 / 12' ' - e �_ \
- ? 22. OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL
LOT 4-4 LOCUS PLAN
3„ LOCUS REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT.
25
TREE (TYP)  EXISTING �'j SCALE: 1"= 1000'
-LSA- 4-BEDROOM �� 132 101.50'
30 DECK DWELLING No Mottling, Standing or Weeping Observed
\ i FFE=116.8'± DESIGN DATA
TEST PIT DATA LEGEND
I r 1 �� TOF=115.7'± PERC NO. 15938 50x0 EXISTING SPOT GRADE
MAP 65
\ r L INSPECTOR: David W. Stanton, RS
LOT 6 / NUMBER OF BEDROOMS(EXISTING) 4 (see owner affidavit dated 3-19-19) EVALUATOR: Michael Pimentel, EIT, CSE - 50 - EXISTING CONTOUR
35,700±S.F.
- l DESIGN FLOW 110 GAUDAY/BEDROOM C.S.E.APPROVAL DATE: Oct. 1999 50 PROPOSED SPOT GRADE
/ Benchmark C
Corner Step 2! °9pA �� TOTAL DESIGN FLOW 440 GAUDAY DATE: April 2, 2019
-� RO / �o ,� � 50 PROPOSED CONTOUR
Elev. = 115.00' -� 2v �' o - TEST PIT#: 2
Approx. M.S.L. \ - \�` '9T o �Sw DESIGN FLOW x 200 /o - 880 GAUDAY
❑/H/W EXISTING OVERHEAD WIRES
/Q�� USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP= 112.50'
BIT. DRIVEWAY �, / Q
ELEV WATER= < 101.50' W W EXISTING WATER LINE
\� �Ok
- PERC RATE_ TEST PIT LOCATION
INSTALL 3 500 GALLON CHAMBERS W/ STONE DEPTH of PERC
SWING-TIES SCALE - 1"=20' AP 64 \ -s SIDEWALL CAPACITY TEXTURAL CLASS: 1 O Q EXISTING 1,000 GALLON SEPTIC TANK
M
LOT 28 Z J�� (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE
DESCRIPTION HCA HC-2 NS �O (33.5'+ 12.83') (2) (2' ) (0.74 GPD/S.F.) = 137.1 GAUDAY
807• o �/ vT 0" 112.50' ® PROPOSED DISTRIBUTION BOX
CORNER OF STONE (1) 37.6' 53.4' 2� �'p <v
���� BOTTOM CAPACITY Fill O PROPOSED 500 GALLON LEACHING CHAMBER
CORNER OF STONE (2) 70.5' 82.5' -
Q'h� (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY 4° 112.1T
CORNER OF STONE (3) 73.3' 78.4' o (33.5'x 12.83') (0.74 GPD/S.F.) - 318.1 GAUDAY
ti B Sandy Loam
CORNER OF STONE (4) 42.T 46.T
10Yr 5/6
TOTALS:
TOTAL NUMBER OF CHAMBERS 3 36 109.50 REV. DATE BY APP'D. DESCRIPTION
(3) ( TOTAL LEACHING AREA 615.1 SQ.FT. PROPOSED SEPTIC SYSTEM UPGRADE
MAP 65 TOTAL LEACHING CAPACITY 455.2 GAL./DAY
o LOT 6 I o PREPARED FOR:
`'�V 35,700± S.F. / y CAPEWIDE ENTERPRISES
M
2 /,� Coarse Sand
O o : ._, (4) / / \ C 2.5Y 6/6
O HC-2 / o LOCATED AT
P.31
#1258 25 MATTHEW WAY
MARSTONS MILLS, MA '02648
(1) 25 /
SCALE: 1 INCH = 20 FT. DATE: APRIL 8 2019
36), EXISTING 132" 101.50' - 0 10 20 ao so FEET
4-BEDROOM of
DECK DWELLING No Mottling, Standing or Weeping Observed ��
JOHN L. �' PREPARED BY:
RESERVED FOR BOARD OF HEALTH USE CHURCHILL JR. `�� JC ENGINEERING, INC.
o CIVIL m
No. 41807 2854 CRANBERRY HIGHWAY
He-� EAST WAREHAM, MA 02538
t SITE PLAN 508.273.0377
SCALE: 1"=20'
Drawn By: SJI Designed By:SJI Checked By: MCP JOB No. 4614