HomeMy WebLinkAbout0097 EMERALD LANE - Health �L
97 Emerald Lane
Marston Mills ;.
r
1
9 7 - TOWN OF BARNSTABLE
LOCATION SEWAGE# c2l) f F 13
VILLAGE ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. _�c7�1� —0—e-
SEPTIC-TANK CAPACITY P�0 L II
LEACHING FACILITY:(type) a19 ! ;�4 CtA (size) q X 1 X y 3.&r
NO.OF BEDROOMS
OWNER 2_c.. Qrvp
PERMIT DATE: /b y COMPLIANCE DATE: J
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
S-00'
J3
No. .� Fee 1
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
application for bisposal 6pStrm Construction permit
Application for a Permit to Construct(V<oRepair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. Owner's Name,Address,and Tel.No. t ! L r
Assessor's Map/Parcel q O 36 /V[ g�. �CO3C3 ��rs�ei.� /R :�;j M►
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
Type of Building:
Dwelling No.of Bedrooms Lot Size �- Rig sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 3p gpd Design flow provided 4 gpd
Plan Date 00Z3`r8 Number of sheets Revision Date o -31 lZ
Title
Size of Septic Tank ()C�g�j Type of S.A.S. a3 ROWS- 4,� f 7� A- -16,
f Description o Soil g arl
P �
Nature of Repairs or Alterations(Answer when applicable) e ;
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 FkaU
1( Signe Date 4P
Application Approved by V' Date
Application Disapproved by Date
for the following reasons
Permit No. ®p Date Issued
_ A,,
No.dolt i/ Fee r
THE COMMONWEALTH OF MASSACHUSETTS Entered incomputer: Yes
PUBLIC HEALTH DIVI N4- TOWN OF BARNSTABLE, MASSACHUSETTS
0(ppticatlon fof*658 Josal 6pstem Construction Permit
Application for a Permit to Construct' Repair;,( „Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.%1 G. cxv.\t, L-ro !^" ►rp^ Owner's Name,Address,and Tel.No.M VC- P t`''9V f_r
/1,",\\`''' 1 !: arm,.U. 1-%0%e- R's•'�xnw$ M%k!) l4►+
Assessor's Map/Parcel *36 /vr w r Alm 6 3 G 3
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. ►�ny;,��z f;' w�.f✓,y
,.-- ', �, C e'�-�-�-� ~ i L, �/GA,.,. �.to S S�-'.a'•*�,�9 ��' , ��r e.�.r 2•a.1t r'►Jc
Type of Building:
Dwelling No.of Bedrooms Lot Size '2 f) . sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures Design Flow!(min.required) 3 3P gpd Design flow provided 4 51 . %4 gpd
Plan Date 0( 3\4 Number of sheets Revision Date o`)13 0 i74
Title
Size of Septic Tank X%,,c ,.4noA Type of S.A.S. 3 �„�� o� � 7� JS•
Description of Soil n " „„•ryy;r, ^ t s t�sc-,�
Nature of Repairs or Alterations(Answer when applicable)„/
Date last inspected:
Agreement: 1
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 ealth, -
%` Signe 00'�''o \1
Date
Application Approved by �,,�_ S Date —
Application Disapproved by ' Date
for the following reasons
Permit No. �o .-a cl Date Issued f^ r
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 *or" (...t! `�_e,r k,- St I �sy t.C,. � ,,r,L
at q-� rw t 1 tT has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No.90 dated
. Installer yam'/" Designer W ..,*✓_�
a� .r
#bedrooms Approved design flow gpd
The issuance of this permit shall t be construed as a guarantee that the systemUl functio esigne&
Date sC`� Inspector Y~
--------- -------� ------------------------- - - ----- _ ------ -------------------------_------------------------
w Fee
- ------
No. �n C %V
� --- ---
THE COMMONWEALTH OF MASSACHUSETTS T
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
]Disposal 6pstem Construction Vermit
Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( )
System located at 4^.stwnr tt farms
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.
!o(�.oProvided:Construction ust be , fete d within three years of the date of this permit.
Date j� 7_/( Approved b
pp Y c
V
Town ot"Barnstable
°FINE 1ph, Regulatory Services
ti
Richard V. Scali, Interim Director
BARNSCABLE,,r Public Health Division
MASS. g
�
Thomas McKean Director
Ep��
200 Main Street,Hyannis, MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Homeowner Certification Form for Alternative Systems
Property Address: �-? � � ►'�-� ��S M`� S
Assessor's Map\Parcel: Q`{6—(9 3 <c
Property Owners Name: M ►JjQe j (A-e g5�Q ►�
In accordance with Massachusetts DEP alternative system approval letters, the following certification
information is required by the Owner of record. The Owner of record must place an "x" in the
applicable box next to each line certifying the information.
Yes
N\.A
L�l ❑ I have been provided a copy of the Title 5 I/A technology Approval letters.
�, �(15 page Standard Conditions letter and the specific technology letter)
❑ Imo'1 have been provided with the Owner's Manual
❑ ED//I have been provided with the Operation and Maintenance Manual
❑ For Systems installed under a Remedial Use Approval, I agree to fulfill my
responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10)
and the Approval
❑ For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to
provide written notification of the Approval to any new Owner, as required by
/ 310 CMR 15.287(5)
L�' ❑ If the design does not provide for the use of garbage grinders, the restriction is understood
/ and accepted
L ❑ Whether or not covered by a warranty, I understand the requirement to repair, replace, modify
or take any other action as required by the Department or the LAA, if the Department or the
LAA determines the System to be failing to protect public health and safety and the
M
env as defined in 310 CMR 15.303
�.r-t4-Q-( 5 agree to comply with all terms and conditions above.
Property Owners printed name
- i
rop rt wners Signature Date
Note: This form must be submitted along with the septic system disposal works permit
aapplication for all I\A systems including new construction, repairs\upgrades, with and
without agtjre$!ate (stone) and with conventional design criteria or credited design
criteria.
Q:\Septic\[A homeowner certification.doc
1
Town of Barnstable
Regulatory Services
Richard V. Scali, Interim Director
* BARMA111,
9$ 3.LAML
6 ; .��q Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis, MA 02601
= Office: 508-862-4644 Fax: 508-790-6304
1 I installer & Designer Certification Form
Date: Z 1 �' ` t� Seii--age Permit# Assessor's Map\Parcel —G3 6
Designer: n�`„�ee�,n� i,tJQ,-1,ts� 1✓�� Installer:
Address: I w, C;rbssp,e f,>4 Address:
1�r,e s V-okoAe MA 6 Z(6 4 4
On �' -/ was issued a permit to install a
(date) (installer)
septic system at ("l• f"` YJ based on a design drawn by
(address)
Erb irrear nC) t1 CCU C , dated
/ (designer)
, 1 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.
✓ 1 certify that the system referenced above was constructe nce with the terms
of the IAA approval le r(if applicable) t14OF
PETER T
MCENTEE
CML
I taller's Signature) NO.36100
q�G�8TEP�0
(Designer's Signature) (Affix Designer tamp 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:%Scptic\Dcsiencr Certification Form Rev 8-14-13.doc
L
P
Town.of Barnstable
Departirtent of Regulatory Services
rr Public Health Division Date
a iajq. ,�� 200:'Mnin Street,Hyannis NIA 02601
-"' Date Scheduled,.
Time Fee Pd.
h� Its t
}Soil Suitability A:ssessmentfor S pwage Disposal
Performed Bv:p k�, Y t C.�vt �Q }�U�-C s-lz
Witnessed By: �3
LOCATION& GENERAL INFORMATION U
Location Address �tl9�_�7 � ��1,f Owner's Name t-��vkt_
' "vS" L:v�s •l t S Address4CJC
Assessor's Map/Parcel: y tp J 10 Engineer's Name
NEW CONSTRUCTION ���� REPAIR Telephone# `� - 7 '
Land Use: �S �"��''�� 51ope`('Yo)`+' '"�e Surface Stones ejdfl-k
Distances from: Open Water Body 3e'410 ft 1.-possible Wet Area �'16`� ft E),inking Water Well ft
Drainage Way ft Property Line b ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
7e i
T�
�--�
_._ .r _ ._ ._
Parent material.(geologic) Depth to Bedrock.
I
Depth to Groundwater. Standing Water in Holes("0^� Weeping from Pit Nee
Fstimated Seasonal High Groundwater
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used: .
Depth Observed standing in obs:hole: _ _ in, Depth it)soil mottles:
Depth to weeping from side ofobs.hole: in. Groundwater Adjustment
Index Well# Reading Date: Index Well-level v Adi.fac(or,,.,,,,,,_. Adj..GroutidwnterLevel
PERCOLATION TEST .Date Tkne
Observation �j�
Time
Hole# t" at h"
_ -
Depth of Perc. 6 24 ey`) Time at 6"
Start Pre-soak Time: �, �.T MJ Time(911•6")
End Pre-soak
Rate Min:/Inch 4 2
Site Suitability Assessment: Site Passed ✓ Site Failed: Additional Testing Needed(Y/N)
Original: Public Health Division Observation FIole 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:GS EPTtCiPERCFORM.DOC
DEEP OBSERVATION HOLE LOG Dole# `j
Depth from Soil Horizon Soil Texture .Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders..
Consistency.% ravel
O
ACj
C
8 ju Cz Ked Saw/ Z.-5`P 6/41
DEEP OBSERVATION HOLE LOG hole# Z
11
Depth from Soil horizon Soil Texture Soil Color Soil Other
Surface-On.) (USDA) (Munsell) Mottling (Structure,Stones,:Boulders.
Consistency.%Graveb
(�- A . Loctivy 5qKd la V y/Z
(��'�. G, �l•-c Sa►.I 2�,�� y/Z da r c�r-41,•►d1
Z`l
5Y 664
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil.Horizon Soil Texture Soil Color Soil Other
Surface(tu.) _ (USDA) (Munsell) Mottling (Structure,Stones,.Boulders.
onsistc c G vel
a
r i
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,
Consistency
]Flood Insurance.Rate iylap:
Above 500 year flood boundary No_ Yes
Within:500 year boundary :No.—,)—< 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 occumng pervious that rWl
•
Certification
I certify that on k\ «`\ (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 tra- ,expertise and experience described.in 10 CMR Date 15.017.
`
Signature
QASBpTICIPERCFORM.DOC
ro CERTIFICATE OF ANALYSIS
IV �j
Barnstable County Health Laboratory
AUG 1 5 2002
Report Prepared For: Report Dated: 08/02/2002 TOW
N OF��rrrvs!
DeWolfe Direct Order Number: 7H DEP iASLE
Erin Chouinard
1070 Iyannough Rd.
Hyannis, MA 02601
Laboratory ID#: 0216344-01 Description: Water-Drinking Water
Sample#: 16344 . Sampling Location: 97 Emerald Lane,Marstons Mills Collected: 07/29/2002.
ollected by: Erin Chouina 0 Y4 o3 4* Received: 07/29/2002
Routine
ITEM RESULT UNITS MDL MCL Method# Tested
LAB:IC Lab
Nitrates 3.1 mg/L 0.1 10 EPA 300.0 07/30/2002
LAB: Metals
Copper 0.1 mg/L 0.1 1.3 SM 311113 08/02/2002
Iron 0.1 mg/L 0.1 0.3 SM 311113 08/02/2002
Sodium 9 mg/L 1.0 20 SM 311113 08/02/2002
LAB: Microbiology
Total Coliform Absent P/A 0 Absent P/A 07/29/2002
LAB: Physical Chemistry
Conductance 126 umohs/cm i EPA 120.1 07/30/2002
pH 5.7 pH-units 0 EPA 150.1 07/30/2002
Note: Water sample meets the recommended limits for drinking water of all above tested parameters.
Approved By: _.
(Lab Director)
Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605
?7
LOCATION S E W A G PERMIT N0.
E xi e n/141)
VILLAGE
��Jar�✓�cpcn ,�ST��'25
0
IN.STA LLER'S NAME & ADDRESS
B U If D E R OR OWNER
DATE PERMIT ISSUED
DAT E CO-MPLIANCE ISSUED
R FA
1
�1 S� 7g
No. 1--Q.�...... FIm ...'..........
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.......A9 ... -
Appliration -fur umpoiial Workii Tutw4rurtion Prruift
Application is hereby`made for a Permit to Construct (kj or Repair ( } an Individual Sewage Disposal
System at:
! 0 z r"rLA bU l aim r �-� l/�
-.cj,� ---...1------------- ' j M=---61---------J...---------...--.... ..........................................
Location-Address or Lot No.
S-°........... ---------- ......6-'--A------`Y. ..-Y.5.J...............................................................
Owner Address
Installer Address
Q Type of Building Size Lot...�. �. _'. '.Y_._Sq. feet
U
Dwelling—No. of Bedrooms------------- ---------------------------.Expansion Attic ( ) Garbage g Grinder (AfO)
aOther—Type of Building ---------------------------- No. of persons..__-_-__--_-_------._..--_- Showers ( ^} Cafeteria ( )
dOther fixtures ------------------------------------------------------ ----------------------------------------------------------------------------------------------
W Design Flow................O.Q.....................gallons per person per day. Total daily flow-------------3A V......................gallons.
WSeptic Tank-{-Liquid capacity_/,"!-tr_._gallons Length..._] Width-----S ........ Diameter-----y........ Deptli__�.'_..._.
x Disposal Trench—No. .................... Width-------------------- Total Length.................... Total leaching area-------------- -----sq. ft.
3 Seepage Pit No........,/___-----__- Diameter.....L..``....... Depth below let......_ Total leaching area./ev---'�_....sq. ft.
z Other Distribution box ( ) Dosing tank ( ) —dP/V - 3-l -7- 77
aPercolation Test Results. Performed by-------- ---------------------------------------------•-----•--•---------- Date...----------------------- -----------
a Test 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------------------------
--------
--- --- - ------------------
Description o;Soil s -- - ----- ------ -------------------
----
U -------------- ?--^ -� ---- --
W
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.
igned--- . . ---------•----------------------------------------------
Date
Application Approved By-----...... ..- -- ...... . --- .... ' �... .............. --- 7?
Application Disapproved for the following reasons------------------------------------------------•------------------------•-------------------------.-------------
.................•------------------......--..._..--------------------------------•-•-•--•---•------........_....----.----------------------------------------------------------------------------------
r Date
Permit No........................................................ Issued.. .-..�.<___�--�....Y...... ----......--
Date
No.........1 .............. FEE.. , .."..................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD 9F HEALTH
~d ,t........ OF....... ... '..
Application -for Biipniia1 Eorkii Towitrnrtion Prrutil
Application is hereby'made for a Permit to Construct (k-) or Repair ( ) an Individual Sewage Disposal
System at:
-•--•------- = Ilk-'y-k 5-------------•---.- f ---
�� Location•Address or Lot No.
� )
. L-- ......f.b_ -Location
,i r it''I I----------- 6'���)=•--•----- t
4
W Owner. Address
r•5
a .- •--�'�� � ....................... =................................ ...........=----------- ...............................................
Installer Address
U Type of Building Size Lot_, .01 Sq. feet
Dwelling—No. of Bedrooms-------------`7------------------------_-----Expansion Attic ( ) Garbage Grinder (Aj o)
Other—Type of Building _-_--__-__________________ \To. of persons---------- ________________ Showers ( ) — Cafeteria ( )
dOther fixtures ----------------------------------------------------- ------------------------------------------------------
W Design Flow................ _..................... per person per day. Total daily flow----------_- t-v.9......................gallons.
9 Septic T.mk*-Liquid capacitvj4tj 0__gallons Length----y.'...... Width----- .'-_.`..._.. Diameter___-_--------- Depth.-P.-'-_-_-...
xDisposal Trench—No- ____________________ Width-------------------- Total Length-------------------- Total leaching area--------------------sq. ft.
Seepage Pit No........L..--------- Diameter_____ :__'......-_ Depth below . let_______ __ _______ Total leaching area_,l?o-_G-____sq. ft.
Z Other Distribution box ( ) Dosing tank ( ) «•� �/Oa 3•r 7 �/'"�
Percolation Test Results Performed by------- ----------------•-....---...-----------------•-•--•-•---•---_.... Date-------------------------------------..
a
Pest Pit No. 1----------------minutes per inch Depth of Test Pit.................... Depth to ground water...-__--_____-__..-----
w '- Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water__-_.._--__-_______---
Description of Soil----- '' -�J r - -•-•- •--------
...
W
>� , :::..
r, Y
M -.-_______--____--------------------__-___-__-`_______._-.—_-____-__-------_-_____-_--_-__-_.-__-__.-_____--.____________-_-__-_..---__-_.---____.___.-.--_-_-__-__-___-.___-____--__-________---.
U 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 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.
igned- /7 :'•-r� `---------•--•-•--•-•----•------••-----------------•-------
6� � Date
Application Approved By----- - L,Lr "l ! --•••....__ ,r�'"'` �/"r J"1 7
------------
Date
Application Disapproved for the following reasons------------------------------------------------------------------- .............................................
--•----•-•-•-----••••••-•••--•-•---•--••--------••------------•--•--------•••-•-•-------••-••-•--•-------•----------•--•--•------------------------•-----••---------------•---•-------•••-----------_...
Permit No.---•----•---•••-•••-••••-------=........................ Issued......
(/ ate
..
Date ...
THE COMMONWEALTH OF MASSACHUSETTS
"'N"" "'" BOARD OF HEALTH
OF:.. .... :. .. *...-..
7.
= Trrtif irate of Tome'lianrr
MIX
THIS IS TO. CERTIFY, That the Individual Sewage Disposal System constructed (4-') or Repaired ( )
t -----------•------------------------ .......................................................
t Installer
.... at....... C rt. =f t-------/__AJ'!0....------•--. ............................
has been installed in accordance with the provisions of A�1�1 XI of The State Sanitary Code as described in the
application for Disp al Works Construction Permit No._ �.- � ............. dated'.'" . .................
THE ISSUANCE OF THIS CER'TIRCATE SHALL. NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM 1riILL UNCTION SA
7SPACTORY
DATE------ ... -------------------- --------- - Inspector.---- %
THE COMMONWEALTH OF MASSACHUSETTS
\ BOARD OF HEALTH
L :.._7. ........OF..........
NQ
., ,FEE... - ---•----.:......
4�
DinvoliA
r non�trnrtio$t rrntit
Permission is hereby granted.......
( ) p '
to Construct ✓ or Repair ( ) an Indivi al Sewage Disposal System
at No....�.L.0.-. > .>>`_csF. !�......J-A6 1' j�-=----.f.,k! t,.!'
----=--------------
"� Street
shown on the application for Disposal Works Constructio71
n Wit N __ Dated___ .F._-_:y`__----------------------
as
r � ,ai
r _
Board of Healt
DATE.... •--•----•--------------------------------------------------------------
FORM 125!5i HOBBS &. WARREN. INC.. PU-B;LISHERS
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HEREBY CERTIFY THAT THE PLAN OF, LAND STRUCTURE ': �ttlr '
STRUCTURE SHOWN HEREON WAS LOCATEDit
t�
BY AN ACTUAL FIELD SURVEY ON ON .'a �zrF, t
Z/ '1477 AND CONFORMS TO THE .G �t� J
+, k y�''
ZONING BY-LAW OF THE TOWN OF , t t�
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SCALE I
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DATE o JAMES• �,'
WISWELL N + CAPE COD SURVEY CONSULTANTS..,
,A-No.11o29 A 'DIVISION OF BOSTON SURVEY.,'CONSULTANTS,INC ,
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f� r LEGEND m N
EMERALD LANE ; 4
-158-- EXISTING CONTOUR 8
� X 100.98 EXISTING SPOT GRADE
W EXISTING WATER SERVICE
101,22 38
10I�� of pavement 100, �9-7;54 -") 99.31 TEST PIT
i BENCHMARK B►ockthom b r Qar
1'I.9{)` 101.19 N 54'27'40" W 00 - -� Pebble
th of
133_00,+j 100.3 / Emerald D�a 'Pa
/ 1 _ 98;52: 98,65< a�
/ L0T-4 t0-- G. ...... :.
----�` .-sue... �,
-2-0 898 ±S.F. __ ` �`' LOCUS A o �e
�—— — c
r' _/PAPC�L, ID_ 04-6--036 LOCUS MAP
/ __ 4 _ NOT TO SCALE
'ao GENERAL NOTES:
_ RET WALLS 0.511 _
92,26 R ` _ 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
ALL oo BOARD OF HEALTH AND THE DESIGN ENGINEER.
00
89.19 L 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
/ _j 90,8.6 -9�,45 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
/ I \ 9Q.•59 LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW:
__ -310 CMR 15.405(1)(b):
ro VED — 1) A 2' variance to the 3' maximum cover requirement, for up to
-`.. `' 5' of max. cover. S.A.S. shall be H-20 and vented.
BENCHMARK ) I.87,22 _'PR/vEWA'Y :.: :` .::.:
1 8:8;85 �_ 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
CTR./BPTT. STEP / I• EXIS77NG _s°` -98.00 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
EL.=81.12 / HOUSE((#97) _ —-- DESIGN ENGINEER.
FF=91.3f(FRONT) -- 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
FF=83.3f(REAR)
�0 �0 PO � � w ENGINEER BEFORE CONSTRUCTION CONTINUES,
5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
N ^ // / RET. WALL in N 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
/ //8�}44� DECK (below) i ry THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
to / g 3 M HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
M 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
EXISTING LEACH PIT / / 88-----_ ! Z 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
(PER RECORD AS-BUILT) / // I O 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
TO BE PUMPED, FILLED I EXISTING SEPTIC TANK AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
DIRECTED BY THE APPROVING AUTHORITIES.
W/SAND & ABANDONED / SHED // (PER RECORD AS-BUILT)
INSPECTION P RT TOP OF TANK, EL.=79.05 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
4�, 8' INV.(OUT)=77.70f THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
�--1 1 1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
OF ,ygss /� / TP-1 in -p PO ED _A_ IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
0
7,9 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
Tp_2 �' 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
o 0
PETER T. s 77, INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL.
McENTEE
CIVIL "' / // •q/ + 77.29 99 + "0 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
o. 35109 �
o NOT CONSIDERED TO BE A PROPERTY LINE SURVEY.
n' 77.03 PROPOSED SEPTIC SYSTEM UPGRADE PLAN
i I Pd9e of law
p, ��� �J�--�/ VENT: DISCUSSQAL VENT �� 97 EMERALD LANE, MARSTONS MILLS, MA
� VENT PIPE LOCAO i Marstons Mills, MA 02648
� WITH OWNER \ Prepared for: Michael Meagher, 97 Emerald Ln,
OWNER OF RECORD ! Engineering by: SCALE DRAWN JOB. NO.
ME HELLS MICHAEL S & 0 E�gineenng WOY1�S, Inc. 1„=20' P.T.M. 197_1 g
97 EMERALD
LEA 133.00' DATE
M EMERALD LANE S 54'27'40" E 12 West Crossfield Road, Forestdole, MA 02644 CHECKED SHEET NO.
MARSTONS MILLS, MA 02648 (508) 477-5313 6/23/18 P.T.M. 1 of 2
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL:73.3
• FOR A DISTANCE OF 15' AROUND THE
SEPTIC TANK PROPOSED 0-B PERIMETER OF THE S.A.S.
OX
INSTALL RISERS & COVERS OVER INLET & I
OUTLET AND SET TO 6" OF FINISH GRADE INSTALL RISER & COVER PROPOSED S.A.S. I TINGEX/S
SET TO 6" OF GRADE HOUSE(#97
FF (REAR)=83.3.E -• INSTALL INSPECTION PORT OVER ONEH ROW(MIN.)
CHARCOAL FF=91.3f FRONT)
F.G. EL.=82.Ot F.G. EL.=80.0f F.G. EL.=78.0f F.G. EL.= 8.3f VENT FF=83.3f(REAR)
CONNECT
MAINTAIN 2X GRADE MIN. OVER S.A.S. ALL ROWS
' j INSPECTION
L = 00 `{ DECK (below)
® S=1% (MIN.) ® S 1%9(MIN.) PORT
4"SCH40 PVC 4"SCH40 PVC I ---------
DECK (ob o ve).
io^ ia^ e 11" TO i
EXISTING 48" LIOUID INVER r ; $36'
LEVEL ADDiINV.=77.00±
INV.=73.67 PROPOSED 7..v 3 ROWS OF 7 UNITS AT 6.25'/UNIT = 43.8' `SBA, 00
N
GAS BAFFLE �� INV.=72.92 SHED W' Ng• J
EXISTING(VERIFY) 3 OUTLETS SOIL ABSORPTION SYSTEM (PROFILE) �' p�5 c
K INSTALL INLET TEE IF
EXISTING SEPTIC TAN
SLOPE EXCEEDS 8% - �p
ESTABLISH VEGETATIVE COVER �� 52 6- 1.
BACKFILL WITH CLEAN NATIVE OR �,I 1 U!
PERC SAND TO TOP OF CHAMBERS _ PROPOSED_S.A.
NOTES: BREAKOUT=TOP '•• >:. • (�-----43.8' -
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TOP ELEv.=73.33 . '" ''` Y ' ' S.A.S. LAYOUT
INVERTS, PRIOR TO INSTALLATION. INV.=72.92
2) D-BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.=72.00
GRADE ON A MECHANICALLY COMPACTED SIX �IIII�IIIII
INCH CRUSHED STONE BASE, AS SPECIFIED 5' MIN. SEPARATION 2.83' 6" 6"
IN 310 CMR 15.221(2). TO GROUNDWATER
3) INSTALL INLET & OUTLET TEES AS REQUIRED. 4' (MIN.)-OF NATURALLY EFFECTIVE WIDTH=9.5
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE o 0 0 0 0 0 0 0 0 0 0
OCCURRING-PERVIOUS SOILS SUITABLE SOILS
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. NO G.W., EL=67.8 = o 0 0 0 0 0 0 0 0 00000
00000000 I00000000
USE 3 ROWS OF 7-HIGH CAPACITY H-20 INFILTRATOR UNITS �-- 28 I-- 28
WITH 6" SEPARATION BETWEEN EACH ROW & NO STONE
SEPTIC SYSTEM PROFILE TYPICAL SECTION Closed End Plate Open End Plate
I
I
SOIL LOG
DESIGN CRITERIA DATE: JUNE 22, 2018 '(REF P#15,709) IIIIII ?--
oil
SOIL EVALUATOR: PETER McENTEE PE(SE#1542) 16
NUMBER OF BEDROOMS: 3 BEDROOMS WITNESS: DONALD DESMARAIS R.S. HEALTH AGENT I Ff-
SOIL TEXTURAL CLASS: CLASS I ELEV. TP-1 DEPTH ELEV. TP-2 DEPTH 25.2 7.5 'I t--34
<5 MIN/IN "
DESIGN PERCOLATION RATE: 77.8 0„ 76.2 0" Side View End View
DAILY FLOW: 330 GPD 74.5 FILL 40„ 75.2 FILL 36"
DESIGN FLOW: 330 GPD A A HIGH CAPACITY INFILTRATORS, H-20 LOADING
LOAMY SAND 10YR /2D INFILTRATOR CHAMBERS
GARBAGE GRINDER: NO 10YR 4/2
73.6 50" 74.2 48"
eXISTING SEPTIC TANK: 1000 GALLON CAPACITY B B
LOAMY SAND I LOAMY SAND N.T.S.
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 2.5Y 5/4 2.5Y 5/4
.74 GPD/SF 72.1 68" 72.7. 66"
DISTRIBUTION BOX: 1 INLET, 4 OUTLETS (MINIMUM) C1M-C SAND PERC C1M-C SAND
3 7T.
USE 3 ROWS OF 7. HIGH CAPACITY INFILTRATOR H-20 UNITS. WITH 2 2.5Y 4/2 60"/78" 2.5Y 4/2 78" 72.0 0% BRAVEL 20% BRAVEL_ 74" PROPOSED SEPTIC SYSTEM UPGRADE PLAN
NO STONE. SPACED 6' BETWEEN ROWS. FOR A 9.5 x 43.8 BAD C2 C2 97 EMERALD LANE, MARSTONS MILLS, MA
SIDEWALL AREA: NOT APPLICABLE MED. SAND MED. SAND
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF)
2.5Y 6/4 2.5Y 6/4 Prepared for: Michael Meagher, 97 Emerald Ln, Morstons Mills, MA 02648
8 120" 68.2 120"
(INFILTRATORS) 21 UNITS x 6.25 LF x 4.73 SF/LF = 620.81 SF 67. Engineering by: SCALE DRAWN JOB. NO.
459.4 GPD
NO GROUNDWATER,PERC RATE <2 MIN/IN. ("B&C HORIZONS) Engineering Works, Inc. N.T.S. P.T.M. 197-18
DESIGN FLOW PROVIDED: 0.74 GPD/SF(620.81 SF) = NOTE: NO
DEMONSTRATED VERY UNUSUAL TEXURAL STRIATIONS 9 g
= 416.1 SF 400 SF REQ'D AND COLORS. RECOMMEND OPEN HOLE INSPECTION AT 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
NOMINAL BED AREA: 9.5' x 43.8'
( ) TIME OF INSTALLATION. SEE ALSO, NOTE 4, SHEET 1. (508) 477-5313 6/23/18 P.T.M. 2 Of 2