HomeMy WebLinkAbout0279 WHEELER ROAD - Health 279 Wheeler R 53d `- --
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® THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
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LIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
01ppYication for iopooar *paem �tCow6truction Permit
Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components
Location Address or Lot No. v— Owngr'S Namedd Tel.No. 77i U23�0'
Assessor's Map/Parcel
�,Un��msf��� dot l 1 Gov/
Ins tri Ad ss d Tel.No. l�g� n�raddr�ss ancj/1�1. o-M r���
,J p c� (,yrv�o�h1 `4v1►1 vr`►'J�t P J_ r/ (.lJ
�0/1,.� " rl� �3�-�-/�i7 i^fnasr/w !iW'711s G��,
Type of Building:
Dwelling No.of Bedrooms Lot Size 3 331 sq.ft. Garbage Grinder(�
Other Type of Building Sivi &r No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 370 gallons per day. Calculated daily flow gallons.
Plan Date Number of sh ets Revision ate —�
Title C r +� HIP Fa S�
Size of Septic Tank �/� Type of S.A.S.
Description of Soil C V�I
cC-
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected: DESIGNING ENGINEER MUST SUPERVISE
INSTALLATION AND CERTIFY IN WRITING
Agreement: THE SYSTEM WAS INSTALLED W STRICT
The undersigned agrees to ensure a construction and maintenance of thE�►Qe9d�"$ vage disposal system
in accordance with the provisions T e 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been iss th' o He
Signed Date
Application Approved by Date
Application Disapproved for&following reasons
Permit No. tdtl Date Issued
Fee
No. `-
_ T�
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
•� � Yejs„
LIC HEALTH DIVISION-TOWN OF BARNSTABLE,.MASSACHUSETTS
iication for igooar *P!5tem cconotruction Permit
Application for a Permit to Construct( )Repair( )'Upgrade( )Abandon( ) El Complete System ❑Individual Components.
Location Address or Lot No. G� v— Q "5'Name�!�dd Tel.No.
/f LL ! �� xs
Assessor's MaoTarcel �a U01
R�8o�s1H1� �l /l W f - cow/
Instr Ad ,and Tel.No. r 's Nark Ar r�ss an �1�No.V
Type of Building:
Dwelling No.of Bedrooms Lot Size R 331 sq. ft. Garbage Grinder(11-1? °
Other Type of Building �� �� �► No.of Persons Showers( ) Cafeteria( )
Other Fixtures ^�
Design Flow /3 30 gallons per day. Calculated daily flow gallons.-
Plan Date "l�o' of umber of sh ets Revision hate -r7 S
Title �► GL l/ha ��S ✓ �'!/ i? 1/� S�
Size of Septic Tank Type of S.A.S.
Description of SoilLL
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure a construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions T le 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been iss t s-B oo He lth.
Signed ��.� �'ti ` 1"• / Date
Y' Application Approved by '
t t Date
Application Disapproved for a following reasons
Permit No. ' Date Issued
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
at s e constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. ated
Installer Designer
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
Date 3 Inspector
- - -No. Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION.- BARNSTABLE, MASSACHUSETTS
r
]i9pool *potem iton!gtruction Permit
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 recognizes 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: Approved by
TOWN OF
LOCATION':
VILLAGE:
LOT # : Aln . �2A p�ee/,S PERMIT #
INSTALLER' S NAME: .�a G�c�r,/47 99 eoAl
INSTALLER' S PHONE # :
LEACHING FACILITY: (type size)yoj�)A 'Y'
NO. OF BEDROOMS : 3
BUILDER R OWNER: coff
PERMIT DATE:
COMPLIANCE DATE:
DRAW DIAGRAM ON BACK
�et°)Se
83 - vo
ps,
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3
51•
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No.-- ---------------- Fee------------------._-_-
BOARD OF HEALTH
TOWN OF BARNSTABLE
Application-*rVell Con5truct ion Permit
Application is herebyy made for a permit to Construct (el, Alter ( ), or Repair ( )ran individual Well at:
C Location — Address J Assessors Map and Parcel /
--�1--- /�+f'/G---o-------------------------------------_—_--------- --�g-�--�G-"`-�-e���r------�-J
------------------
Owner Address
/� /� / �v �6o Jet a d 10-tea• /k u
--v A-_' �_4�n.,_c-L1----------------------------------------------------- �-'--------X L --
Installer — Driller Address
Type of Building
Dwelling_--- -�
Other Type of Building ------ No. of Persons--------------------------------------------------
Typeof Well--1 -p--------------------------------------- Capacity------------------------------------------------------------------
Purpose of Well---®_nh'sc------t^
Agreement:
The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The
Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to
place the well in operation until a Certificate .of Compliance has been issued by the Board of Health.
Signed -
-- — date
—�L___L__ — _—_ — --- — -----0
Application Approved B - - C���Z
date
Application Disapproved for the following reasons:---- ---------------------------------------- ----------------------------------------
------------------------------------------ --------------------------------------------------------------------------------------------------------------
date
Permit No. `---------- Issued - -- -- ~ .�`
- - - - --------------------
date
BOARD OF HEALTH
TOWN OF BARNSTABLE
(Certificate ®f (Compliance
THIS IS TO CERTIFY, That the Individual Well Constructed (-I, Altered ( ), or Repaired ( )
by---------------------------------------------Q _SC alv�-e l
------------------------------------------------------------------------------ ----------------------------------
Installer
at `e r---i�? -------------------------
--------------------------------------------------------------------------------------------
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection
Regulation as described in the application for Well Construction Permit No!�(-'' -" '
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE----------------------- — - — - -- Inspector------------------------------------------- - -
.9 Fee-y s'----- --- -`*^
BOARD OF HEALTH
'r Fes' L TOWN OF BARNSTABLE
Application for Vell Cone;tructionA3ertnit
f x�.
Application is hereby made for a permit to Construct (�, Alter ( ), or Repair ( )an individual Well at:
i 1
---�7 9.--,---P. °� /t'r/ . /U o i!i, S_/ ` `���_--- — h`-u - --/'o t_ ---- ----------- ,
1, - - -- -
Location — Address Assessors Map and Parcel
Owner
76C) Address
a l
`'
� n�
- - -—-—-- - ` -- ------
W.
Installer — Driller Address
Type of Building
Dwelling J --`
1
Other - Type of Building ---- -------------------- No. of Persons----------------------------------------------------
Typeof Well_°/ -�>C-------------------------—---------------- Capacity-----------------------------------------------------------— --- --
Purpose of Well--- `�`` 1 Ti.c- -t"`-'- =�— -—
Agreement:
The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The
Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to
p place the well in operation until a Certificate .of Compliance has been issued by the Board of Health.
/v rl
Signed -------------
------
------
--------
----------- -
date. 't �-
�':�-
Application Approved B --��--�� �----------- --- - —�— - ------
date
ij Application Disapproved for the following reasons:-----—------------------------------------------------------------------------—--------------------
i date
Permit No.- Issued-- 7----7
z --�"'�-
i date
aura mar3 co+sasa�tmcv a.ramass.a�aamms rzcncmmsdam-c=0c st e
I
BOARD OF HEALTH
TOWN OF BARNSTABLE
e " "cat ® �otn liarYte
THIS IS TO CERTIFY, That the Individual Well Constructed (v), Altered ( ), or Repaired ( )
by Elf P
----------------------------—---------------------------—----—-------------------—---
---------------------
Installer
at--D-7 l ( ' /p --- ��- ---- — - --------—------------------------------------------------------ j
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protections
Regulation as described in the application for Well Construction Permit No�V"- ` Dated '- "s�
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORY.
DATE-------- --- -- Inspector---------------------------------------------------------------------
1`0
BOARD OF HEALTH "
TOWN OF BARNSTABLE
Ver[ Con5tructionAermit
No. Fee
Permission is hereby granted Q��LG l - -------------------------------------------------
to Construct (v), Alter ( ), or Re/�air ( ) an Individual Well at:
J 7 �7 . l.� r - -- �t ---------------------------------
Street
as shown on the application for a Well Construction Permit
f
No.- '—"'. - — -- -- - - Dated - --'r` / -- ----
Board of Health
DATE
OVVIrROTECH LABORATORIES, INC.
MA CERT. NO.: M-MA 063
449 Rte. 130
Sandwich, MA 02563
508 (888-6460) 1-800-339-6460
FAX(508) 888-6446
CLIENT: Joe Ferraro LOCATION: 279 Wheeler Rd.
ADDRESS: clo 110 Breeds Hill Rd. Marstons, Mills, MA
Unit 10
Hyannis, MA
COLLECTED BY: DA Scannell SAMPLE DATE: 9-15-98
SAMPLE TIME: 10:30Am
WATER SAMPLE TYPE: New Well DATE RECEIVED:9-15-98
LAB I.D. #: 989346
WELL SPECS.: 33'
t RESULTS OF ANALYSIS:
Parameters Units Recommended Results Method Date Analyzed
Limits
Coliform bacteria /100ml 0 0 9222 B 9/15/98
pH pH units 6.5-8.5 4.75 4500 H+ 9/15/98
Conductance umhos/cm 500 187 120.1 9/15/98
Nitrate-N/Nitrite-N mg/L 10.0 2.10 4500-NO3 E 9/15/98
Sodium mg/L 28.0 13.1 200.7 9/15/98
Iron mg/L 0.3 < 0.02 200.7 9/15/98
Manganese mg/L 0.05 0.085 200.7 9/15/98
Volatile Organics ug/L See attached. Pending EPA
COMMENTS: Low pH indicates high corrosive characteristics.
WATER�MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES
FOR PARAMETERS TESTED.
S
Date
Ronald J. S ri
Laborator Director
<=less than
>=greater than
TNTC=too numerous to count
w ENI/IROTECH LA8ORATORIES, INC.
MA CERT. NO.: M-MA 063
449 Rte. 130
Sandwich, MA 02563
508 (888-6460) 1-800-339-6460
FAX(508) 888-6446
CLIENT., Joe Ferraro LOCATION: 279 Wheeler Rd.
ADDRESS: Go 110 Breeds Hill Rd. Marstons, Mills, MA
Unit 10
Hyannis, MA
COLLECTED BY. DA Scannell SAMPLE DATE. 9-15-98
SAMPLE TIME: 10:30Am
WATER SAMPLE TYPE: New Well DATE RECEIVED:9-15-98
LAB I.D. #: 989346
WELL SPECS.: 33'
RESULTS OF ANALYSIS:
Parameters Units Recommended Results Method Date Analyzed
Limits
Coliform bacteria /100ml 0 0 9222 B 9/15/98
pH pH units 6.5-8.5 4.75 4500 H+ 9/15/98
Conductance umhos/cm 500 187 120.1 9/15/98
Nitrate-N/Nitrite-N mg/L 10.0 2.10 4500-NO3 E 9/15/98
Sodium mg/L 28.0 13.1 200.7 9/15/98
Iron mg/L 0.3 < 0.02 200.7 9/15/98
Manganese mg/L 0.05 0.085 200.7 9/15/98
Volatile Organics ug/L See attached. None Detected. EPA 524.2 9/23/98
COMMENTS: Low pH indicates high corrosive characteristics.
WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES
FOR PARAMETERS TESTED.
Date
Ro ald J. Saari
Laboratory Di ctor
<=less than
>=greater than
TNTC=too numerous to count
R.I. Analytical
Specialists in Environmental Services
CERTIFICATE OF ANALYSIS
Envirotech Laboratories, Inc. Date Received: 9/15/98
Attn: Mr. Ron Saari Date Reported: 9/24/98
449 Rte. 130 P.O. #:
Sandwich, MA 02563 Work Order #: 9809-07312
DESCRIPTION: FELLARO (ONE DRINKING WATER SAMPLE)
Subject sample(s) has/have been analyzed by our laboratory with the attached results.
Reference: All parameters were analyzed by U.S. EPA approved
methodologies. The specific methodologies are listed in the
methods column of the Certificate Of Analysis
If you have any uesti ns r arding this work, or if we may be of further assistance, please contact us.
Approved b
James E. Mi Michael J. H PNVice Presi a Quality Contr
en
c: Chai Custody
41 Illinois Avenue,Warwick, RI 02888 950 Boylston Street, Unit 102, Newton Highlands,MA 02161
Tel: (401) 737-8500 Fax:(401) 738-1970 Tel:(617)965-5133 Fax:(617)965-5624
I
Page 2 of 3
R.I. Analytical Laboratories, Inc.
CERTIFICATE OF ANALYSIS
C
Envirotech Laboratories, Inc.
Date Received: 9/15/98 Approved by.
Work Order# 9809-07312
Sample#: 001
SAMPLE DESCRIPTION: 989346 WHEELER RD 9/15/98
SAMPLE DET. ANALYZED
PARAMEETER RESULTS LUMT UNITS METHOD DATE/TEWE ANALYST
Volatile Organic Compounds
Bromodichloromethane <0.5 0.5 ug/I EPA 524.2 9/23/98 11:13 JAH
Bromoform <0.5 0.5 ug/l EPA 524.2 9/23/98 11:13 JAH
Dibromochloromethane <0.5 0.5 ug/l EPA 524.2 9/23/98 11:13 JAH
Chloroform <0.5 0.5 ug/l EPA 524.2 9/23/98 11:13 JAH
1,2-Dibromoethane <0.5 0.5 ug/l EPA 524.2 9/23/98 11:13 JAH
Benzene <0.5 0.5 ug/l EPA 524.2 9/23/98 11:13 JAH
Carbon Tetrachloride <0.5 0.5 ug/I EPA 524.2 9/23/98 11:13 JAH
1,2-Dichloroethane <0.5 0.5 ug/l EPA 524.2 9/23/98 11:13 JAH
Trichloroethene <0.5 0.5 ug/1 EPA 524.2 9/23/98 11:13 JAH
1,4-Dichlorobenzene <0.5 0.5 ug/l EPA 524.2 9/23/98 11:13 JAH
1,1-Dichloroethane <0.5 0.5 ug/l EPA 524.2 9/23/98 11:13 JAH
1,1,1-Trichloroethane <0.5 0.5 ug/I EPA 524.2 9/23/98 11:13 JAH
Vinyl Chloride <0.5 0.5 ug/I EPA 524.2 9/23/98 11:13 JAH
Bromobenzene <0.5 0.5 ug/l EPA 524.2 9/23/98 11:13 JAH
Bromomethane <10 10 ug/I EPA 524.2 9/23/98 11:13 JAH
Chlorobenzene <0.5 0.5 ug/1 EPA 524.2 9/23/98 11:13 JAH
Chloroethane <5 5 ug/1 EPA 524.2 9/23/98 11:13 JAH
Chloromethane <5 5 ug/I EPA 524.2 9/23/98 11:13 JAH
2-Chlorotoluene <0.5 0.5 ug/l EPA 524.2 9/23/98 11:13 JAH
4-Chlorotoluene <0.5 0.5 ug/1 EPA 524.2 9/23/98 11:13 JAH
Dibromomethane <2 2 ug/l EPA 524.2 9/23/98 11:13 JAH
1,3-Dichlorobenzene <0.5 0.5 ug/l EPA 524.2 9/23/98 11:13 JAH
1,2-Dichlorobenzene <0.5 0.5 ug/I EPA 524.2 9/23/98 11:13 JAH
trans-1,2-Dichloroethene <0.5 0.5 ug/l. EPA 524.2 9/23/98 11:13 JAH
cis-1,2-Dichloroethene <0.5 0.5 ug/l EPA 524.2 9/23/98 11:13 JAH
Methylene Chloride <0.5 0.5 ug/l EPA 524.2 9/23/98 11:13 JAH
1,1-Dichloroethene <0.5 0.5 ug/I EPA 524.2 9/23/98 11:13 JAH
1,1-Dichloropropene <0.5 0.5 ug/l EPA 524.2 9/23/98 11:13 JAH
1,2-Dichloropropane <0.5 0.5 ug/1 EPA 524.2 9/23198 11:13 JAH
1,3-Dichloropropane <0.5 0.5 ug/l EPA 524.2 9/23/98 11:13 JAH
1.3-Dichloropropene <0.5 0.5 ug/I EPA 524.2 9/23/98 11:13 JAH
2,2-Dichloropropane <0.5 0.5 ug/l EPA 524.2 9/23/98 11:13 JAH
Ethylbenzene <0.5 0.5 ug/l EPA 524.2 9/23/98 11:13 JAH
Styrene <0.5 0.5 ug/l EPA 524.2 9/23/98 11:13 JAH
1,1,2-Trichloroethane <0.5 0.5 ug/I EPA 524.2 9/23/98 11:13 JAH
1,1,1,2-Tetrachloroethane <0.5 0.5 ug/I EPA 524.2 9/23/98 11:13 JAH
1,1,2,2-Tetmchloroethane <0.5 0.5 ug/I EPA 524.2 9/23/98 11:13 JAH
Tetrachloroethene <0.5 0.5 ugh EPA 524.2 9/23/98 11:13 JAH
i
� s
Page 3 of 3
R.I. Analytical Laboratories, Inc.
CERTIFICATE OF ANALYSIS
Envirotech Laboratories, Inc.
Date Received: 9/15/98 Approved byA.I. Ana/lytical
Work Order# 9809-07312
Sample#: 001
989346 WHEELER RD 9/15/98
SAMPLE DET. ANALYZED
PARAMETER RESULTS LEMT UNITS METHOD DATE/TEWE ANALYST
1,2,3-Trichloropropane <0.5 0.5 ug/1 EPA 524.2 9/23/98 11:13 JAH
Toluene <0.5 0.5 ug/I EPA 524.2 9/23/98 11:13 JAH
Xylenes <0.5 0.5 ug/1 EPA 524.2 9/23/98 11:13 JAH
1,2-Dibromo-3-Chloropropane <10 10 ug/t EPA 524.2 9/23/98 11:13 JAH
Bromochloromethane <1 I ug/I EPA 524.2 9/23/98 11:13 JAH
n-Butylbenzene <0.5 0.5 ug/I EPA 524.2 9/23/98 11:13 JAH
Dichlorodifluoromethane <0.5 0.5 ug/l EPA 524.2 9/23/98 11:13 JAH
Trichlorofluoromethane <0.5 0.5 ug/1 EPA 524.2 9/23/98 11:13 JAH
9
Hexachlorobutadiene <0.5 0.5 ug/l EPA 524.2 9/23/98 11:13 JAH
Isopropylbenzene <0.5 0.5 ug/I EPA 524.2 9/23/98 11:13 JAH
p-Isopropyltoluene <0.5 0.5 ug/1 EPA 524.2 9/23/98 11:13 JAH
Naphthalene <0.5 0.5 ug/l EPA 524.2 9/23/98 11:13 JAH
n-Propylbenzene <0.5 0.5 ug/I EPA 524.2 9/23/98 11:13 JAH
sec-Burylbenzene <0.5 0.5 ug/I EPA 524.2 9/23/98 11:13 JAH
tent-Butylbenzene <0.5 0.5 ug/I EPA 524.2 9/23/98 11:13 JAH
1,2,3-Trichlorobenzene <0.5 0.5 ug/l EPA 524.2 9/23/98 11:13 JAH
1,2,4-Trichlorobenzene <0.5 0.5 ug/I EPA 524.2 9/23/98 11:13 JAH
1,2,4-Trimethylbenzene <0.5 0.5 ug/1 EPA 524.2 9/23/98 11:13 JAH
1,3,5-Trimethylbenzene <0.5 0.5 ug/l EPA 524.2 9/23/98 11:13 JAH
Methyl Tertiary Buthyl Ether <1 I ug/l EPA 524.2 9/23/98 11:13 JAH
n-Hexane <10 10 ug/I EPA 524.2 9/23/98 11:13 JAH
SURROGATES RANGE EPA 524.2 9/23/98 11:13 JAII
4-Bromofluorobenzene 84 80-120% EPA 524.2 9/23/98 11:13 JAH
1,2-Dichlorobenzene-d4 88 80-120% EPA 524.2 9/23/98 11:13 JAH
G
V"
TOWN OF BARNSTABLE
y0*THE Taw
OFFICE OF
Hsaa9TLHL BOARD OF HEALTH
NAM aj
39 M�e� 367 MAIN STREET
HYANNIS, MASS. 02601
August 13, 1998
Paul Merithew
Yankee Survey
40 Industry Road
Marstons Mills, MA 02648
RE: 279 Wheeler Road, Marstons Mills
Dear Mr. Merithew:
You are granted variances, on behalf of your client, loseph Ferraro,to install an onsite
sewage,disposal system and an onsite well at 279 Wheeler Road, Marstons Mills,
Massachusetts.
The variances granted are:
Part XII, Section 2.00: To construct both a private water supply well and an onsite
sewage disposal system on a parcel of land of less than
40,000 square feet in size. This parcel is 37,331 square
feet.
Part XII, Section 3.00: To construct a soil absorption system only 129 feet away
from the onsite well, in lieu of the minimum separation
distance requirement of 150 feet.
Part XII, Section 3.00: To have a reserve area 128 feet away from the onsite well
in lieu of the minimum 150 feet separation distance
required.
Part VIII, Section 1.00: To have a reserve soil absorption system 82.5 feet away
from a wetland in lieu of the minimum 100 feet separation
distance required.
merithew
I, 1
The variances are granted with the following conditions:
(1) The designing engineer shall supervise the construction of the onsite sewage
disposal system and shall certify in writing to the Board that the system was
installed in strict accordance with the submitted plan dated revised July 18, 1998.
(2) The applicant must first obtain a well construction permit and test the quality of
the water from the well prior to obtaining a disposal works construction permit
and building permit.
These variances were granted because the physical constraints of this parcel prevent the
applicant from meeting these particular provisions of the local Board of Health
regulations. The proposed septic system will meet all of the provisions of the State
Environmental Code, Title V. It is the opinion of this Board that the installation of this
septic system on this lot as designed would not significantly alter the quality of the
groundwater in this area.
Sincerely yours,
Susan G. Rask' .S.
Chairperson
Board of Health
Town of Barnstable
SGR/bcs
merithew
pf /� DATE s
/�qj PRE: rMM&
s6J9. ,� Town of[Barnstable REC. 8�
'°rEor " c� Jv� / t
701NN t -DFBAR� oard.`•.of Health
ss HEATLH DEPT. /a`.'°�/l
367 Main�'Street,Hyannis MA 02601
Ofce: 508-790-6265 Susan Q.Rask,R.S.
FAX: 508-790-6304 Sumner Kauflnan,M.S.P.H.
Ralph A.Murphy,M.D.
VARIANCE REQUEST FORM
LOCATION q
Property Address: 27! WdegGF-4 Ro4v 1 / 16Qsv,v6 /V 11�4.
Assessor's Map and Parcel Number: 82 Size of Lot: �7, 33 + s F
Wetlands Within 300 Ft. Yes Subdivision Name: 1>
No
Business Name:
APPLICANT CONTACT-P-ERSON �z l Name: a6r-el , e0 Name: /
Address: 9D M,4A/,5d DR/1/� Address. �UdD
/psi
`,/ t tifi�S �.
i},yr�rv+�N, /v•�, .�---... —— - -
Phone: Phone: E:J6 6.1i) 4 W.-GYM$'
FAX: FAX: 410- ;
VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed)
S1/PRL N &>4- a u5/TF S-0wA9E DI_V v 4L
�(s�T ,4 4oT Ag sS 7#A,-/
4,97- IS 2_71 %33) :' S F r
Z &Z 7- /l SL�C 3.00 L� Ft a� Ag,i !,v N�/,<J AS� 0'r aqO1�04--;U tv�`GL
lle"A ol-y LV�elw .Flip / 9't ' s�,ev� A2�`O
LO ' r /3
1 e li (to be completed by office staff-person receiving variance request application)
Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans)
Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting
date at applicant's expense(for Title V and/or local sewage regulation variances only)
Full menu submitted(for grease trap variances only)
Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same ownerflessee only],outside
dining variance renewals[same ovmer/leasee only],and variance,to repair failed sewage disposal systems(only if no expansion to the building proposedp
Variance request submitted at least IS days prior to meeting date
VARIANCE APPROVED Susan G.Rask,R.S.,Chairman
NOT APPROVED Sumner Kaufman,M.S.P.H.
REASON FOR DISAPPROVAL Ralph A.Murphy,M.D.
Q:/WP/VARIREQ
L
c
ptr 1Ca,,_ DATE It
FEZ
S eARNffAer�, _
��r 6 : Town of Barnsta�e
Board of Health �f�f
367 Main Street,Hyannis MA=026&jV 6
T0wA1 1998
S.
FAX: 508-790-6304 �� N�°jNp PTTABtp Sus t fMen,M.S.P.H.
h�A Murphy,M.D.
VARIANCE REQUEST FORM `$Fr t /
LOCATION
Property Address: 27 ! WWh-1.c4 /--od )D 4 442167l #s )l4a's �M4
Assessor's Map and Parcel Number: S 2 Size of Lot: 7, 3 5• ,?l'
Wetlands Within 300 Ft. Yes ✓ Subdivision Name:
No
Business Name:
APPLICANT CONTACTP
Name: ose—Rd ,4gD Name: 4 6V-4 V
31) A44D1 SVN ��. M4, Address:
Address: � )8--�. / ��' `S' l/I as
Phone: 3� ' J 3� 0� 776 '073�hone:
FAX: 775 - 07-70 FAX: zo
VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed)
- D /1470-aL ota&4- /29 ' R-,F-67P-1 cT D A/O iC P Faaz w e44
Fiz,94 AeyPcSAD
l ec l' t(to be completed by once stag`-person receiving variance request application)
Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans)
Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting
date at applicant's expense(for Title V and/or local sewage regulation variances only)
Full menu submitted(for grease trap variances only)
Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same ownerAemee only),outside
dining variance renewals[same ownerfleasee only),and variances to repair failed sewage disposal systems(only If no expansion to the building proposed[)
Variance request submitted at least 15 days prior to meeting date
VARIANCE APPROVED Susan G.Rask,R.S.,Chairman
NOT APPROVED Sumner Kaufman,M.S.P.H.
REASON FOR DISAPPROVAL Ralph A.Murphy,M.D.
Q:/WP/VARIREQ
TOWN VARIANCES REQUESTED. �
1) PART XII.• SECTION 2.00.• / EXIST. MARSTONS MILLS
719 CONSTRUCT BOTH A PRIVATE WATER SUPPLY WELL AND / WELL
AN ON ITE40,0 F�"ET.SEWAGE DISPOSAL SYSTEM ON A LOT OF LESS FL,gC CBI' / z59 A.M. 8,2/B LOCUS ,f czp �'A'
THAN 4000 SQUARE THIS LOT IS 37,331 SQUARE FEET
2) PART AYT SECTION 3.00.• , # SMITH LEACH y
LEACHING FIELD WITHIN 15)' OF PROPOSED WELL / j03. HOUSE PRIMARY LEACHING FIELD 129: RESERVE FIELD 128' FROM WELL
3) PART V!!!.• SECTION L 00.
719 HAVE A RESERVE LEACHING AREA WITHIN 100' OF WETLAND.
PROPOSED RESERVE LEACHING AREA 825' FROM WETLAND
�/ / ✓ / _ ti O
LEACH y
\_90
4--=— _ 0 GARAGE 40
150 v
SILT FENCE 9
•A
FLAG f4 I 1 I RQP ; `
/ 'I �WELb , N'
ilit ;' " , 1'� �� , ` `� `�; ' �\ w Cl
y • BENCHMARK
� �� Z? \� I TOP OF CONCRETE BOUND
�;4TAB /?' � % 1 i \ 78•\ \ (p _ _ \` 1 ELEV.=100.0(ASSUMED) LOCUS MAP
LEGEND
I50 00 — SILT FENCE ---------------------
-
� �' �� ; ► „ ► � � ; � � wwww�w � � o0
1 _ _�d�Ao c.B. s PLAN REF. 494/96 & 109/69
► 1 ------
r. w . ,� rz �1r , 4' 1 ,,
C} �� FAG ► 1 3 I ;w 1 1 0' I '��_!ff���d �� RES. ZONE. RF
� 11
`Q�T I 1 I \ ' FLOOD ZONE- .,C»
t, i' 1 i 1 I ti fs- ° �2, �� - �, 0 VERLA Y DISTRICT- "AP"
fo
73.5 8 t� T? z / HSE ,248
•i � � / Pv A.M. 8,2/13
�•I I I to �1 I TP #1 �Oo / -'cp'p CODE
y I I I
w/ FLAG 1A
92;I I I 1 I f`96+' 118 1 I 11 0 0� ` �0 0 �'S0 �� - PROJEC T L OCA T/ON
ASSESSORS MAP 82 PARCEL 5
WHEELER R O
� �, ROAD, MARSTONS MILLS
86 ACRES o`. i j / ?�', ,,-' ;-0 - 6'
l 0•
37,331 S.F. 1- • \� \ t `� �,-'--
5' / 'xi "_� A PPL/CANT. JOSEPH FERRARO
.
� ro � c9.s
30 MADISON DRIVE
�\ N 90 °'� �'� 2Q '� EAST SAND WICH, MA.
'�r62o �� 4 1 1 56 o'
S
so 1 ` ' ► �� � a YANKEE SUR VE Y CONSUL TAN TS
1 1 UPOLE �� s
FLAG /1 1 ( ( P. 0. BOX 265
PAUL J, - UNIT 1 A. 40B INDUSTRY ROAD
MARSTONS M/L L S, MA. 02648
I�a- 3209
A.M. 8,2/4 �,,' ���� PH. 508 428-0055 - FAX 508 420-5553
A.M. 82 14 f� �o
` x: stSTE�
VACANT a
4y ( ) (VACANT) �X . .a��y�Q
WHEELER J : �'' �� I P NA ULT SCALE.' 1"=30' DA TE.• 6116198
FRE V- 6/198/7
NOTE. THERE ARE NO EXISTING WELLS / = � ' REVISED.- 713198 FIELD REV 7/3/98
WITHIN 150' OF PROPOSED LEACHING AREA ''� ��\ RILEY REVISED. 7118198 VARIANCES JOB NO. 510038 SH
� A!E z�8 [-
EET 1 OF 2
EL = 101' _
TUP OF FOUNDATION
20' MIN.
10' MIN. CONCRETE COVERS
4" SCHEDULE 40 P. VC 2"LAYER OF
} MIN. PITCH 1/8 PER FT. 1/8"'-1/2"
EL= 100' WASHED STONE
MAX CONCRETE COVER EL=100.0'
EL=99.0
11
4" CAST IRON PIPE . ,
PITCH1/4, ERl FT 9
CLEAN SAND
MIN. PIPE PI7L^H 1/16" PER FT= 0.005 MIN.
INVERT 15' 1 1O LOW LINE " Ia EL=97.5'
MIN. 14 22
EL.= 98 5 _ —a 0' ° o ° ENDCAP
— CAS INVERT LEVEL o o °o o 00 o ° ��0 0 0 0 0 ° o o ° °p° °
BAFFLE — 9795' 6 SUM o o p °o 0 0 0 0 0 0 012 0 00 0 00 0 0 °0 0 0
INVERT EL.— _ INVERT INVERT 0 0 o0 0 g ° � 0 0 0 cg 0 a 0 0 0° '
EL.= 98.2 EL.= 97. 75 EL.= 97_5_0_ L.=96.0
(TO BE PLACED ON FIRM BASE) DISTRIBUTION INVERT
MECHANICALLY COMPACTED OR 6" OF SMNE BOX EL.=97 0
1500 __GALLONS TO BE WATER TESTED FIELD FORMATION O
SEPTIC TANK IF MORE THAN ONE OUTLET
PLACE ON 6" STONE 3/4" �01-1/2" SOIL ABSORPTION "'
PROFILE OF ii'A TD S71DNE
SYSTEM (SAS)
SEWAGE DISPOSAL SYSTEM MYSTIC LAKE POND(5/20/98) ELEV. = 76.0
NOT TO SCALE NO OBSERVED WATER TABLE (8101196) ELEV. =_ 8_8.5
' OBSERVATION HOLE I ELEV.= 98.5 _
PERCOLATION RATE MINI INCH AT _40"_ INCHES OBSERVATION HOLE 2 ELEV.= 10_0.0'
DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH JHORIZ TEXTURE COLOR MOTT. OTHER
O"-3" O
3"-9" A O"_1" O TOP SOIL STRIPPED
9"-14" B LOAMY SAND 7.5YR518 1"-30" Cl MED. SAND
GENERAL NO TES 14"-32" Cl FINE—MED SAND 10YR618 TRACES OF GRA VEL
TRACES OF GRAVEL 30"-120" C2 MED.—COARSE SAND
32"-120 C2 MED.—COARSE SAND 10YR614 PERC.
1) ALL WORKMANSHIP AND MA TERIAI S SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TO WN OF _BARLMSTAR-LE____ RULES AND NO WATER NO WATER
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO SOIL TEST
WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" DATE OF SOIL TEST 8/01196 SOIL TEST DONE BY JACK LANDERS CAULEY
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITNESSED BY: EDWARD BARRY
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
DRIVES10 FT OF OR USED UNDER ORWITHIN PARKING
FT. OFAS H-20 LOADING SHALL DRIVES OR PARKING AREASBE P # 8 743 DESIGN CALCULATIONS.'
4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL NUMBER OF BEDROOMS . . . . . . . . _ 3
BE MORTERED IN PLACE. GARBAGE DISPOSAL . . . . . . . . . NO
5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH TOTAL ESTIMATED FLOW
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO ( 110__GAL/BR./DAY x 3___ BR.) 330 GALIDA Y
r OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
REQUIRED SEPTIC TANK CAPACITY 1500 GAL
6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VA TION CONTRACTOR
IS TO CALL "DIG— SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS SOIL CLASSIFICATION . . . . . . . . 1
PRIOR TO COMMENCING WORK ON SITE. DESIGN PERCOLATION RATE . . . . . < 5 MIN./IN.
7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS EFFLUENT LOADING RATE . . . . . . • 74 GAL/DAY/S.F.
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. LEACHING CAPACITY (AREA X RATE) 355 GALIDA Y
8) PARCEL IS IN FLOOD ZONE___"C'" — RESERVE LEACHING CAPACITY . . 355 GAL/DAY
9) LOT IS SHOWN ON ASSESSORS MAP __82 AS PARCEL _5____. (40xl2x. 74) SHEET 2 OF 2 JOB NUMBER___51003B___
-
TOWN VARIANCES REQUESTED. '
1) PART XII. SECTION 2.00. I EXIST. MARS'TONS MILLS
719 CONSTRUCT BOTH A PRIVATE WATER SUPPLY WELL AND WELL
A.M. 82/6
AN ONSITE SEWAGE DISPOSAL SYSTEM ON A LOT OF LESS FLAG 15 LOCUS �9��
THAN 40,000 SQUARE FEET THIS LOT IS 37,331 SQUARE FEET C.B.1 1259 SMITH LEACH v�
2) PART XI1• SECTION 3.00. /
LEACHING FIELD WITHIN 150' OF PROPOSED WELL // f03. HOUSE
PRIMARY LEACHING FIELD 129; RESERVE FIELD 128' FROM WELL O
r 3) PART VIII.• SECTION L 00.
TO HAVE A RESERVE LEACHING AREA R7THIN 100' OF WETLAND. �/ 11 /� tiP
PROPOSED RESERVE LEACHING AREA 82.5' FROM WETLAND I — O
LEACH y
92 - GARAGE 140 v
/ PROP/--
WELL ;� ,fiILT FENCE'- \�..
r � P,�.UL FLAG
/ �� w
����M E:w N �� , � � .\ �� ,` , \ o_ `o -.,. '�\l\ BENCHMARK
® ® OF CONCRETE BOUND
tt0STE�� �� 1 ,\ \\ ,�O :; ELEV.=100.0(ASSUMED) LOCUS MAP
LEGEND
.,. 4�1s ► 1 \ , , - ----------------------
I50'\ Qp�40�V ps I SILT FENCE
! i I ► 1 ► ► 1 \ `� D�q - A,Q c B. PLAN REF. 494/96 & 109/69
------ RES. ZONE. „RF,�,
FLAG 13 ► 1 1 � I- I � i i p, I '�-�fv��� FLOOD ZONE. "C"
w I ;a �Ncp I I o �� '� / �o 0 VERLA Y DISTRICT AP`*
can 1 I I I �' I s� ��-
I 1 i
p 1 I I I I ► I I t ! ' �, ra z � ZHSE # 248
73.5 � ' v�' .M.
E2/13
FLAG 1,2 I I I j196.. 1 118' 1 0 0 e . �0 U �0 ✓ PRO✓EC T L OCA T/ON
No
ASSESSORS MAP 82 PARCEL 5
O WHEELER ROAD, MARSTONS MILLS
p� IM ` I I ► I 1 `r� `v fib, . ' , „ ='"
/ .86 ACRES ' I I Y `? `�' •'-""��
7331 S.F. f APPLICANT.•
3 JOSEPH FERRARO
A.M. 82/5 \ ► 5` X/ _
o ► 82' // p- �� 30 MADISON DRIVE
"' oo co 9 00 0 �` :°' Q a' < , EA T SAND WICH, MA.
tb ca +�rn o p `� 2' Y 4OF
!r 3`'
srQ, ��� 1 1 ► 1 / �) 1`�;- �`j� - BRUCE v YANKEE SURVEY CONSUL TANTS
G. 1.=
FLAG l 1 I UPOLE Y No P. O. BOX 265
UNIT 1, 40B INDUSTRY ROAD
J 1 I MARSTONS MILLS, MA. 02648
1 I 1 \�-'' ' 14 \� PH.(508)428—0055 — FAX(508)420—5553
A.M. 82/4 � � A.1ti� 82/ IT AR
(VACANT) (VACANT) SCALE.• 1"—30 [DA TE.• 6116198
WHEELER J J �'" �s NA ULT
-v� RE V.• 6117198 FRL-V. 7/3/98
NOTE. THERE ARE NO EXISTING WELLS // �� \� REVISED.- 713198 FIELD
WITHIN 150' OF PROPOSED LEACHING AREA C9 �� ILEY REVISED. 7118198 VARIANCES ✓OB NO. 510038 SHEET 1 OF 2
HSE # 298 REVISED.• 8120198 SMT FENCE
A.M. 82/18
EL. = 101' '
TOP OF FOUNDATION
20' MIN.
10' MIN. CONCRETE COVERS
4" SCHEDULE 40 P. VC 2"LAYER OF
MIN. PI7rH 1/8 PER FT. 1/8'-1/2"
EL= 100' WASHED STONE
CONCRETE COVER
" MAX ice . , , EL=100.0' EL=99.0'
4" CAST IRON PIPE 12
(OR EQUAL MINIMUM CLEAN SAND
PI71CH 1/4 PER FT MIN. PIPE PI7L^H 1/16" PER FT= 0.005 9
15' 1 pFLOW LINE EL=97.5' MIN.
14
EL.= 98.5 -- GAS INVERT LEVEL ° o°(b 0° c o° c 0 ° ° ° ° ° o o °o
INVERT 1MIN 2 p' o 0 0 0 ° c 0 1z„o 0 0 0 0 0 ° 0 0 ENDCAP
Xz; BAFFLE _ 97 95 INVERT�6 SUM o 0 0 0 ° ° ° ° o o ° o 0 0
INVERT EL.—___ , INVERT 0 0 00 0 0 0 +0 o % o 8 0 0 °° '
— 97 75 =96.0
EL.= 98.2 EL.—__-__ EL.= 97.50
(70 BE PLACED ON FIRM BASE) DISTRIBUTION INVERT
MECHANICALLY COMPACTED OR B" OF STONE BOX EL.= 97.0
150Q__GALLONS 12'x 40'x 1'
TO BE WATER TESTED FIELD FORMATION O
SEPTIC TANK IF MORE THAN ONE OUTLET
PLACE ON 6" STONE 3/4" 71� 1-1/2" SOIL ABSORPTION
PROFILE OF wWASHED STONE SYSTEM (SAS + j
SEWAGE DISPOSAL SYSTEM MYSTIC LAKE POND(5/20/98) ELEV. = 76.0
NOT. TO SCALE NO OBSERVED WATER TABLE (8101196) ELEV. =_ 8_8.5
OBSERVATION HOLE 1 ELEV.= 98.5 _
PERCOLATION RATE _i2el _ MINI INCH AT _40_ INCHES OBSERVATION HOLE 2 ELEV.= 10_0.0'
DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MO TT OTHER
0.-3. 0 O••_1•• O TOP SOIL STRIPPED
3"—9" A
9"-14" B LOAMY SAND 7 5YR518 1"-30" CI MED. SAND
GENERAL NOTES 14"-32" Cl FINE—MED. SAND 10YR618 TRACES OF GRA VEL
TRACES OF GRA VEL 30"-120" C2 MED.—COARSE SAND
32"-120 C2 MED.—COARSE SAND IOYR614 PERC.
1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF —BAR V_. LlB_E____ RULES AND NO WATER NO WATER
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO SOIL TEST
WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" DATE OF SOIL TEST 8101196 SOIL TEST DONE BY JACK LANDERS CAULEY
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITNESSED BY: EDWARD BARRY
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE p 8743 DESIGN CALCULA TIONS.-
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4) ANY MASONARY UNITS USED TO BRING CO VERS TO GRADE SHALL NUMBER OF BEDROOMS . . . . . . . . 3
BE MORTERED IN PLACE. GARBAGE DISPOSAL . . . . . . . . . NO
5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH TOTAL ESTIMATED FLOW
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO ( 110_—GAL/BR./DAY x _3___ BR.) 330 GAL/DA Y
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. REQUIRED SEPTIC TANK CAPACITY 1500 GAL
6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VA TION CONTRACTOR
IS TO CALL "DIG— SAFE" AT 1—800—322—4844 AT LEAST 72 HOURS SOIL CLASSIFICA TION . . . . . . . . 1
PRIOR TO COMMENCING WORK ON SITE. DESIGN PERCOLATION RATE . . . . . < 5 MIN./IN.
7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS EFFLUENT LOADING RATE . . . . . . • 74 GAL/DA Y/S.F.
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. LEACHING CAPACITY (AREA X RATE) 355 GAL/DA Y
8) PARCEL IS IN FLOOD ZONE __"C" . RESERVE LEACHING CAPACITY . . . 355 GAL/DA Y
9) LOT IS SHOWN ON ASSESSORS MAP __82 AS PARCEL _5____. (40x12x. 74) SHEET 2 OF 2 JOB NUMBER___51003B____
TOWN VARIANCES REQUESTED. • MARSTONS MILLS
1) PART XII.• SECTION 2.00. I EXIST.
719 CONSTRUCT BOTH A PRIVATE WATER SUPPLY WELL AND I WELL
AN ONSITE SEWAGE DISPOSAL SYSTEM ON A LOT OF LESS FLAG 15 A.M. 82/6 LOCUS C'�' ,-
THAN 40,000 SQUARE FEET. THIS LOT IS 37331 SQUARE FEET C.B.f / ,# 259 SMITH LEACH �y
2) PART XI! SECTION 3.00. /
HOUSE
LEACHING FIELD WITHIN 150' OF PROPOSED WELL
PRIMARY LEACHING FIELD 129, RESERVE FIELD 128' FROM WELL
C� 3) PART VIM SECTION 1.00.•
719 HAVE A RESERVE LEACHING AREA WITHIN 100' OF WETLAND.
PROPOSED RESERVE LEACHING AREA 82.5' FROM WETLAND
88 6' / LEACH y
\_92 — GARAGE 40 v�
PROP/-- --r—� _-- - - ----
WELL IL FENS
A � o �`� BENCHMARK.
��' N �' f f f \I \ . \` \ W , ��. � TOP OF CONCRETE BOUND
N® THEW I I ,\ / \ ,�� ELEV.=100.0(ASSUMED) LOCUS MAP
<CfSTER`� F,a �1 / f 1 I ► \ \� f LEGEND 4
4 I50\� 1 � , \ ��' I � 0� 0��/ti�� � Ipp � I , ,-� SILT FENCE
ti°r! i I ► I ► 1 Dt 4 AlNz I- CB, `,,,�'" PLAN REF 494/96 & 109/69
rrQ.� / I ► 1 1 w . �� 1 r� � I ------ -- �.�fos�; �� �. RES. ZONE. »RF»
FLAG 13 1 1 1 � � �-ZA I 1 I � I ,,V� d »
•, \ ,- FLOOD ZONE. C
��' Qi �.i �I I ► 1 a. �1 I i ti� I rs• ��- �� ``� - �� �� 0 VERLA Y DISTRICT- "APB.
p i I I 1 i w 1 ► 1� TP s ; HSE # 248
I
73.5 j! 8' E2/13
COD
^'
FLAG �rz�l I 1 rr•96,. ` 1re' 1 0_ o_ ;-' �0 0�'�50 0� PROJECT L OCA T/ON
ASSESSORS MAP 82 PARCEL 5
WHEELER ROAD, MARSTONS MILLS
cp
.86 ACRES
37,331 S o . \ \ , ,- ;-� APPLICANT.
�'/ A.M. 82/5 JOSEPH FERRARO
/ o' ► �, �/ x'`,. --, �=� w, , 30 MADISON DRIVE
w g0 o��` :°� 2Q. g, � " EAST SAND WICH, MA.
'�
�6'�e �,�q' 4 , ► ► ► S GJ6 4- ^ z BRUCE G,
G. YA NKEE SUR VE Y CONSUL TA N TS
cS ► 1 1 1 1 cd +7 MURPMY �
1 1 1 j ' UPOLE Nam•740 P. O. BOX 265
FLAG
: 1 I I l i -' UNIT 1, 40B INDUSTRY ROAD
cp A99lT MARSTONS MILLS, MA. 02648
PH.(508)428-0055 - FAX(508)420-5553
A.M. 82/4 ` 1 �.' A.M. 82/14
(VACANT) (VACANT) SCALE.• 1"—30' E A TE. 6116198
WHEELER NA ULT
RE V.• 61.17198 REV. 7/3/98
NOTE THERE ARE NO EXISTING - WELLS /�-''' �� REVISED.- 7/3/98 FIELD
WITHIN 150' OF PROPOSED LEACHING AREA HSE1 2y RE 98 RE ISE
MISSED 87 O/98 SILTRIANCES FENCE JOB NO. 51003E SHEET 1 OF 2
�\
A.M. 2/18
EL. = 101' _
719P OF FOUNDATION
20' MIN.
10' MIN. CONCRETE COVERS 4" SCHEDULE 40 P. VC 2"LA YER OF
MIN. PITCH 1/8 PER FT. 1/B -1/2"
EL= 100' WASHED S710NE
CONCRETE COVER
" MAx / / . , , EL=100.0' EL=99.0'
4" CAST IRON PIPE
(OR EQUAL MINIMUM CLEAN SAND L
PITCH 1/4 PER FT MIN. PIPE PI7L^H 1/16" PER FT= 0.005
15' FLOW LINE
EL=97 5'
INVERT 1 10" 14" 22'
M//y, � � ENDCAP
EL.=98 5-- INVERT LEVEL o o
2.0 0 0 o 0 00 0 00 00 „00 00 0 00 00 0 0
BA _ 97.95' INVERT�6 SUM o 00 °0000000012 00000000 ° 000 0
INVERT EL. INVERT o 0 °0 0 t 0 $ 0 +0 0 ( 0 8 0 0 ° =96.0
EL.= 98.2' EL.= 97 75' EL.= 97.50' °
T—
(70 BE PLACED ON FIRM BASE) DISTRIBUTION INVERT
MECHANICALLY COMPACTED OR 6" OF ST9NE BOX EL.= 97.0
150Q__GALLOIVS 12'x 40'x 1'
-- TO BE WATER TESTED FIELD FORMATION �� O
IF MORE THAN ONE OUTLET nt
SEPTIC TANK .. �
PLACE ON 6 STONE SOIL ABSORPTION
3�4" TO 1-1/2"
WASHED S717NE I
PROFILE OF SYSTEM SAS
i
SEWAGE DISPOSAL SYSTEM MYSTIC LAKE POND(5/20/98) ELEV. 76.0
NOT TO SCALE NO OBSERVED WATER TABLE (8101196) ELEV. =_ 8_8.5
l
OBSERVATION HOLE 1 ELEV.= 98.5 _
PERCOLATION RATE _!�z_ MIN./ INCH A T _40 INCHES OBSERVATION HOLE 2 ELEV.= 100.0'
DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
0"-3" 0 0 1•_1» 0 TOP SOIL STRIPPED
3"-9" A
9"-14" B LOAMY SAND 7.5YR518 1"-30" CI MED. SAND
GENERAL NOTES 14"-32" Cl FINE-MED. SAND 10YR618 TRACES OF GRAVEL
TRACES OF GRA VEL 30"-120" C2 MED.-COARSE SAND
32"=120 C2 MED.-COARSE SAND 10YR614 PERC
1) ALL WORKMANSHIP AND MA TERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF _BAR1VS 9LE____ RULES AND NO WATER NO WATER
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO SOIL TEST
WITHIN 6" OF FINISHED GRADE OTHERS WITHIN 12" DATE OF SOIL TEST 8 01 96 SOIL TEST DONE BY JACK LANDERS CAULEY
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITNESSED BY: EDWARD BARRY
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN DESIGN CALCULATIONS.'10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE P 8743
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL NUMBER OF BEDROOMS . . . . . . 3
BE MORTERED IN PLACE. GARBAGE DISPOSAL . . . . . . . . . NO
5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH TOTAL ESTIMATED FLOW
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO ( 110__GAL/BR./DAY x 3-__ BR.) 330 GAL/DA Y
1 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
REQUIRED SEPTIC TANK CAPACITY 1500 GAL
6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VA TION CONTRACTOR SOIL CLASSIFICATION . 1
IS TO CALL "DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS DESIGN PERCOLATION RATE 5 MIN./IN.
PRIOR TO COMMENCING WORK ON SITE.
7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS EFFLUENT LOADING RATE . . . . . . . 74 GAL/DA Y/S.F.
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. LEACHING CAPACITY (AREA X RATE) 355 GAL/DAY
8) PARCEL IS IN FLOOD ZONE___"C"_____, RESERVE LEACHING CAPACITY . . . 355 GAL/DAY
9) LOT IS SHOWN ON ASSESSORS MAP __82 AS PARCEL _5____. (40xl2x. 74) SHEET 2 OF 2 JOB NUMBER___51003B____