HomeMy WebLinkAbout4323 MAIN ST./RTE 6A(BARN.) - Health 4323 MAIN STREET, CUMMAQUID
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Page: 1 of
CERTIFICATE: OF ANALYSIS
?' Barnstable County Health Laboratory (M-MA009)
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Report Prepared For: Report Dated: _9/20/2017j
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Paul M.Thompson Order No.: G17103268
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PO Box 91 "
Cummaquid, MA 02637 . Q
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Laboratory ID#: 17103268-01 Description: Water- Drinking Water
Sample#: Sample Location: ~,4323.Main St.Cummaquid, MA f Collected-ND 002/2017
Collected by: P.Thompson
Received: 00/12/2017.
Routine
ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED NOTE
Nitrate as'Nitrogen 6.2 mg/L 0.10 10 EPA 300.0 LAP 9/12/2017
Copper 0.21 mg/L 0A0 1.3 EPA 200.8 LAP 9/13/2017
Iron 0.13 mg/L 0.10 0.3 EPA 200.8 LAP 9/13/2017
pH 7.0 PH'AT 25C NA 6.5-8.5 SM 4500-H-B DCB 0/1 212 0 1 7
Sodium 19 mg/L 2.5 20 EPA 200.8 LAP 9/13/2017
Total Collform. Absent P/A 0 0 SM 9223B RG 9/12/2017
Conductance 390 umohs/cm - 2.0 EPA 120.1 DCB 9/12/2017
Water sample meets the recommended limits for drinking water of all the above tested parameters.
Attached please find the laboratory certified parameter list. Approved By:
(Lab Director)
� -: —
ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level
3195 Main Street, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605
i5's��flk;✓ti; CERTIFICATE OF ANALYSIS Page: 1
Barnstable County Health Laboratory
Report Prepared For: Report Dated: 7/26/2010
Paul M.Thompson Order No.: G1058512
P0 Box 91.
Cummaquid, MA 02637
Laboratory ID#: 1058512-01 Description: Water-Drinking Water
Sample#: Sampling Location: 4323 Main St,Cummaquid,Barnstable? Collected: 7/19/2010
Collected by: Customer 350-003-002 Received: 7/19/2010
Routine
ITEM RESULT UNITS RL MCL Method# Tested
Nitrate as Nitrogen 0.20 mg/L 0.10 !0 EPA 300.0 7/19/2Q!0
Copper 0.38 mg/L 0.10 1.3 SM 31 11B, 7/22/2010.
Iron ND mg/L 0.10 0.3 SM 311 I B 7./22/2010
h Sodium 9.7 mg/L 1.0 20 SM 311113 7/22/2010
Total Coliform Present P/A 0 0 SM9223 7/19/2010
Conductance 230 umohs/cm 2.0 EPA 120.1 7/19/2010
pH 6.5 pH-units 0 SM 4500 H-B 7/19/2010
The recommended maximum contamination level for drinking water exceeded due to Coliform Bacteria.Retesting is
recommended.
Attached please find the laboratory certified parameter list. Approved By. _ _ _
(L irector)
F �
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d
li M
ND=None Detected RL = Reporting Limit MCL—Maximum Contaminant Level
Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605
07/29/2010 THU 9: 20 FAX 5083627103 Barnstable CTY HealthLab --a-� Barnstable Health 0002/002
.......... .............
i
COMMONWEALTH OF MASSACHUSETTS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Certified Parameter List as of:01 Dec 2009
M-MA009 BARNSTABLE COUNTY HEALTH&ENV DEPT,BARNSTABLE,MA
Anal es Methods for NON-Potable Water Methods for Potable Water
ALUMINUM EPA 200.8
ANTIMONY EPA 200.8 EPA 200.8
ARSENIC EPA 200.8 EPA 200.8
BARIUM EPA 206.8
BERYLLIUM EPA 200.8 EPA 200.8
CADMIUM EPA 200.8 EPA 200.8
CHROMIUM EPA 200.8 EPA 200,8
COBALT EPA.200.8
COPPER EPA 200.8;SM 3111 B EPA 200.8;SM 3111 B
IRON SM 3111E
LEAD EPA 200.8;SM 3111 B EPA 200.6;SM 3111 B
MANGANESE EPA 200.8;SM 3111B
MERCURY I
EPA 200.8
NICKEL EPA 200.8;SM 3111 B EPA 200.8;SM 3111 B
SELENIUM EPA 200.8 EPA 200.8
SILVER EPA 200.8 EPA 200.8
THALLIUM EPA 200.8 EPA 200.8
VANADIUM EPA 200.8
ZINC EPA 200.8;SM 3111 B
PH SM 4500-H-B SM 4500-H-B
SPECIFIC CONDUCTIVITY EPA 120.1;.SM 2510B
HARDNESS(CAC03),TOTAL SM 2340B
CALCIUM SM 3111B SM 3111E
s MAGNESIUM SM 3111 B
€ SODIUM SM 3111.B SM 3111 B
POTASSIUM SM 3111E
ALKANILITY,TOAL SM 2320B SM.2320B
CHLORIDE EPA 300.0
FLUORIDE EPA 300.0 EPA 300.0
SULFATE EPA 300.0 EPA 300.0
NITRATE-N EPA 300.0 EPA 300.0
NITRITE-N EPA 300.0
-TURBIDITY
EPA 180:1
TOTAL DISSOLVED SOLIDS SM 2540C SM 2540C
NON-FILTERABLE RESIDUE(TSS) SM 2540D
TOTAL ORGANIC CARBON SM 5310B
CHEMICAL OXYGEN DEMAND HACH METHOD 8000
BIOCHEMICAL OXYGEN DEMAND SM 5210B
TRIHALOMETHANES EPA 524.2
VOLATILE HALOCARBONS EPA 624
VOLATILE AROMATICS EPA 624
VOLATILE ORGANIC COMPOUNDS EPA 524.2
1,2-DISROMOETHANE EPA 504.1
1,2-DIBROMO-3-CHLOROPROPANE EPA 504.1
PERCHLORATE EPA 314.0
HETEROTROPHIC PLATE COUNT SM 9215B l
TOTAL COLIFORM MF-SM 9222E i
TOTAL COLIFORM EPA 1604
TOTAL COLIFORM ENZ.SUB.SM 9223
FECAL COLIFORM MF-SM 9222D MF-SM 9222D
E.COLI EPA 1603 EPA 1604
E.COLI EPA 1103.1 NA-MUG-SM9222G
E.COLI MF-SM 9213D ENZ.SUB.SM 9223
ENTEROCOCCI EPA 1600 EPA 1600,SM 9230C
Effective Date:01 Dec 2009_Expiration Date:30 Jun 2010 £
i
CERTIFICATE OF ANALYSIS
J, Page: 1
Barnstable County Health Laboratory
yrrt('1-IVSb^�� Report Prepared For: Report Dated: 7/17/2008
Paul M.Thompson Order No.: G0847753
POBox91
Cummaquid, MA 02637
Laboratory ID#: 084/753-01 Description: Water-Drinking Water
Sample#: Sampling Location: 4323 Main St.Cummaquid,MA Collected: 7/14/2008
Collected by: P.Thompson Map 350 Parcel 003-002 Received: 7/14/2008
Routine
ITEM RESULT UNITS RL MCL Method# Tested i
Nitrate as Nitrogen 4.7 mg/L 0.10 10 EPA 300.0 7/14/2008
Copper �-ND mg/L 0.10 1.3 SM 3111B 7/15/2008
Iron ND mg/L 0.10 0.3 SM 31 11 B 7/15/2008
Sodium 13 mg/L 1.0 20 SM 3111B 7/15/2008
Total Coliform Absent P/A 0 0 SM9223 7/14/2008
Conductance 390 umohs/cm 2.0 EPA 120.1 7/14/2008
pH 7.4 pH-units 0 SM 4500 H-B 7/14/2008
I
Recommended maximum contamination level exceeded due to Coliform Bacteria. Retesting is recommended.
Approved By
(Lab irector)
-7/�8��
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ND=None.Detected RL Reporting Limit MCL—!Maximum Contaminant Lever
Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605
CERTIFICATE OF ANALYSIS Page: 1
'm Barnstable County Health Laboratory
Report Prepared For: Report Dated: 7/22/2008
Paul M. Thompson Order No.: G0847968
P0 Box 91
Cummaquid, MA 02637
Laboratory ID#: 0847968-01 Description. Water-Drinking Water
Sample#: Sampling Location: 4323 Main St.(6A),Cummaquid,MA Collected: 7/21/2008
i
Collected by: P.Thompson Received: 7/21/2008
I
Test Parameters
ITEM RESULT UNITS RL MCL Method# Tested
Total Coliform Absent P/A 0 0 SM9223 7/21/2008
A N N c ii vc L,j✓ .3
(Lab64ctor) �
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ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level
Superior Court'1House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605
r
Qy Page:
CERTIFICATE OF ANALYSIS
Barnstable County Health Laboratory
Report Prepared For: '
Report Dated: 3/9/2004
Order Number: G0424303
Paul M.Thompson
POBox 91
Cummaquid, MA 02637
Laboratory ID#: 0424303-01 Description: Water-Drinking Water
Sample#: 24303 Samnline Location: 4323 Main St Cummaquid MA Collected 2/24/2004
Collected by: P Thompson Received: 2/24/2004
Routine
3jq���
ITEM RESULT UNITS MCL Method# Tested
LAB: IC Lab
Nitrates C7 2.8 mg/L 0.1 10 EPA 300.0 2/24/2004
LAB: Metals
Copper 0.1 mg/L 0.1 1.3 SM 3111B 2/26/2004
Iron 0.1 mg/L 0.1 0.3 SM 311 IB 2/26/2004
Sodium 12 mW 1.0 20 SM 3111B 2/26/2004
LAB: Microbiology
Total Coliform Absent P/A 0 Absent 307 2/24/2004
LAB: Pllysical Chemistry
Conductance P 350 umohs/cm I EPA 120.1 2/24/2004
pH 7.5 pH-units 0 EPA 150.1 2/24/2004
Note: Water sample meets the recommended limits for drinking water of all above tested parameters..
Approved By:
(IV Director)
Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605
tL' Mi CERTIFICATE OF ANALYSIS Page:
Barnstable County Health Laboratory
Report Prepared For: Report Dated: 2/7/2003
Order Number: G0318767
Paul M.Thompson
POBox 91
Cummaquid, MA 02637
Laboratory ID#: 0318767-01 Description: Water-Drinldng Water
Sample#• 18767 Samolina Location: 4323 Main St.,Cummaquid Collected 1/28/2003
Collected by: Paul Thumps ID 350-003-002 Received 1/28/2003
Routine
ITEM .RESULT UNITS MCL Method# Tested
LAB: IC Lab
Nitrates r 7:0t mg/L 10 EPA 300.0 1/28/2003
LAB: Metals
Copper 0.2 mg/L 1.3 SM 311113 2/6/2003
Iron _ _____._. <0.1 �__ _ mg/L-- 0:3,.,. . ..,SM3114B 2/6/2003--
Sodium 12 mg/L 20 SM 3111B 2/6/2003
LAB: Microbiology
Total Coliform Absent P/A Absent 307 1/28/2003
LAB: Physical Chemistry
Conductance 227 umohs/cm EPA 120.1 1/28/2003
pH 5.9 pH-units EPA 150.1 1/28/2003
Note: Sample has higher than average levels of Nitrates.Monitoring is recommended(2-3 times per year)to establish any upward I
trends.
Approved By:
. (Lab Director)
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TOWN OF BARNSTABLE
HEALTH DEPT.
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Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605
/y gjd,S,TOWN OF BARNSTABLE
LOCATION
3Z3 �T�� G���/!�f�l�!/,t� SEWAGE # 98'
VILLAGE I`W IVX VW /ASSESSOR'S MAP&:LOT.3.j4' 3
INSTALLER'S NAME&PHONE NO. d�����`f�i�s7� �'�/—�✓a1�
SEPTIC TANK CAPACITY laro 9gr/
0 ���
LEACHING FACILITY: (type):1V1� � e-� (size) 1[ xXa:
NO.OF BEDROOMS 3,
BUILDER OR �✓�� ll
PERMITDATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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
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No. `�� `r - Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
2pplicatfon for Migogar *pgtem ConMrurtion 3permit
Application fora Permit to Construct( )Repair( 14pgMde( )Abandon( ) ❑Complete System ElIndividual Components
Location Address or Lot No. q 32-3 if�—vl A Owner's Name,Address and Tel.No.
Assessor's Map/Parcel G 611111VIQ 4110
Installer's NamJ�,Address,and Tel.No. Designer's Name,Address and Tel.No.
f7�9'7`t®,40111 lOilse�SG �o"e
_ � _ 73?�)
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder
Other Type of Building -449, No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow 3 3® gallons.
Plan Date f Z 17,Z Q7 Number of she ts' 7 Revision Date
Title l 6� / �4' 3i 7`7 4,
Size of Septic Tank i Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) ��7`<z� A�4"Z
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 Certifi-
cate of Compliance has been issued V d of ealth.
Signed Date
Application Approved by Date /—
Application Disapproved for the following reasons
Permit No.
TOWN OF BARNSTABLE
.,..' .
I; 3Z3 �T6/� GG�/tl/yJrl"c2ll/�O SEWAGE# T-
OCATION
VII, AGE �,U������� ASSESSOR'S MAP &LOT.3�'�3a'L
INSTALLER'S NAME&PHONE NO. ,00/r�`�1
SEPTIC TANK CAPACITY O �°X%s cif
LEACHING FACILITY: (type) (size)1!
NO OF BEDROOMS 3 /
BUILDER OR� '
PERIviITDATE: /- Z I- COMPLIANCE DATE:
Separation Distance Between the:
Mal"'urn Adjusted Groundwater Table and Bottom of Leaching Facility
Feet
Priva4e,Water Supply Well and Leaching Facility (If any wells exist
ait;site or within 200 feet of leaching facility) � Feet
Edge of'Wedand and Leaching Facility(If any wetlands exist Feet
within 300 feet of leaching facility)
i
Furnished by
S b,
loth
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH'DIVISION TOWN OF BARNSTABLE.,MASSACHUSETTS
ZIoprication for Miopozar Opotem Construction J)ermit
Application for a Permit to Construct(, )Repair( k4upgrade(: .)Abandon( ) El Complete System. L"l l dividual Components
Location Address or Lot No. /J 3Z Owner's Name,Address and Tel.No.
Assessor's Map/Parcel t✓ Ltivy w/9//fJ'��
Installers Nam ,Address,and Tel.No. Designer's Name,Address and Tel.No.1
1.
Type of Building.
Dwelling No.of Bedrooms ?J , Lot Size sq.ft. Garbage Grinder(/50
r. Other Type of Building 2K �9G� No.of Persons Showers{ ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flo% 0 gallons.
F' Plan Date / ZZ' Q7 Number of sheets' Z Revision Date
Title % P1_ 5� �`%G. /Q��?` 7GD Z JT we"
Sire of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable). 7-�r/i
Date last inspected:.
Agreement: �
t The undersigned agrees to ensure the construction and maintenance of the'afore described on-site sewage dispos, system
in accordance-With the provisions of Title 5'of the Environmental Code and not.to P
lace the system in o eration until a Ceti fi-
R Y
Cate of Compliance-has been issued by�tlus oard of ealth.
r Signed Date
f' Application Approved by • ' Date
Application Disapproved for the following reasons
Permit No: Date Issued
----------- - --------------------------
THE COMMONWEALTH OF MASSACHUSETTS' �
I BARNSTABLE, MASSACHUSETTS
C
Certificate of Compliance ` ..
THIS IS TO CERXIFY,that the On-site.Sewage Disposal System Constructed.,(: )Repaired( W1.Upgraded( )
Abandoned( )by
at Y,3 Z-1 o7` re 4//)9/y!"kl 10 has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permif No. S� dated
Installer Designer
The issuance of this permit shall not be construed.as a guarantee that the system will function as designed.
Date Inspector 'S i
.w.,,.�-w!wW^ti+,ow.•r a...&.-.�a,^� ,:.r'S•:'^�� '2•r✓Y-+'b.�e,i•-n., fn.r,�i•ae'�.r^^.�{xw.y�,:,` :,a d.`+'.!.4�,=m Nw •r,..rak� a++i�n�.br.W.,n,.,..a..c..,w,..x.w+,r�'.• �,r.,Y _ -
THE COMMONWEALTH OF MASSACHUSETTS
IIE PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
9)p5tem Con.5truction permit
Permission is herery granted to Construct Repair aue Abandon t
System located,at >y,3 Z J /�1`�/� 6
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 P
Apmt.
Date:
Z/- 9� Approved by
y3Z3 R�-6/f
c 203 498 760
US Postal Service
Receipt for Certified Mail
No Insurance Coverage Provided.
Do notuse for International Mail See reverse
Sent to
Street&,Mumber/ J/1�y121
Post ce,State,&ZIP e e
�m Post 02
Postage $
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Return Receipt Showing to
Whom&Date Delivered
a Retum Receipt Showing to Whom,
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Postmark or Date
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Stick postage stamps to article to cover First-Class postage,certified mail fee,and
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RETURN RECEIPT REQUESTED adjacent to the number. Q
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receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. Y 8
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d SENDER:
v ■Complae items 1 and/or 2 for additional services. I also wish to receive the
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W ■Print your name and address on the reverse of this form so that we can return this extra fee):
card to you. ai
m ■Attach this form to the front of the mailplece,or on the back if space does not 1. ❑ Addressee's Address
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C delivered. Consult postmaster for fee. °
3.Article Addressed to: 4a.Article Number
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❑ Express Mail "°4 ❑ Insured
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5.Received By: (Print Name) 8.Addressee's Address(Only if requested
W and fee is paid) r
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PS ForMA81f, December 1994 102595-97-13-0179 Domestic Return Receipt
Fir - ass Lail �4
UNITED STATES POSTAL SERVICE M4
O O -��.,,, O s`Paid
. „.- - ermit�le,G10
• Print your name,� de in this box•
Public Healt Di WRI 8 1997
(own of Barnsta le
P 0.Box 534
Hyannis,Massachu � �
�t Town of Barnstable
Department of Health, Safety, and Environmental Services
txarAaz Public Health Division
MAW 367 Main Street, Hyannis MA 02601
QED Mld�
Office: 508-790-6265 Thomas A. McKean, RS, CHO
FAX: 508-790-6304 Director of Public Health
Mr./Mrs. White December 2, 1997
Box 416
Cummaquid, MA.
ORDER TO COMPLY WITH 310 CMR 15.00, THE STATE ENVIRONMENTAL
CODE, TITLE 5.
The septic system owned by you located at 4323 Route 6A, Cummaquid was inspected on
November 14, 1997, by John Graci, a Massachusetts licensed septic inspector.
The inspection of your septic system showed that your system has failed under the
guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following:
• The soil absorption system was in hydraulic failure. The"pit was full".
You are directed to hire a licensed Town of Barnstable septic system installer to submit a
sketch diagram of a proposed system to the Town of Barnstable Health Division Office
(Town Hall, 367 Main Street, Hyannis) that will bring the septic system into compliance
with 310 CMR 15.00, The State Environmental Code, Title 5 within (14) fourteen days of
receipt of this notice.
You are also directed to bring the septic system into compliance within thirty(30) days of
receipt of this order letter.
You are further directed to maintain the system by hiring a licensed septage hauler•to
pump the septic system to prevent discharge of sewage or effluent into the buildings, onto
the surface of the ground, or in to surface waters.
Any person aggrieved by any order issued by the local approval authority may appeal to
any court of competent jurisdiction as provided for by the laws of the Commonwealth.
PER ORDER OF THE BOARD OF HEALTH
;oomVasA. McKean, R.S., C.H.O.
Agent of the Board of Health
q\hea1th\dbfi1es\tit1e3 i.doc
Town of Barnstable
• � Department of Health, Safety, and Environmental Services
_'M'MB Public Health Division
FDA 367 Main Street, Hyannis MA 02601
Office: 508-790-6265 Thomas A McKean,RS,CHO
FAX: 508-790-6304 Director of Public Health
TO: 9 ^�
X I DATE: ,Q!��e— 2, f q9 /
u v�� AAA
ORDER TO COMPLY WITH 310 CMR 15.00, THE STATE ENVIRONMENTAL
CODE, TITLE 5.
(off V ti 7
The septic system owned by you located at 4 3a3 Q� was inspected Nay. only Jb 1
a Massachusetts licensed septic inspector.
The inspection of your septic system showed that your system has failed under the
guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following:
fm-
You are directed to hire a licensed Town of Barnstable septic system installer to submit a
sketch diagram of a proposed system to the Town of Barnstable Health Division Office
(Town Hall, 367 Main Street, Hyannis) that will bring the septic system into compliance
with 310 CMR 15.00, The State Environmental Code, Title 5 within (14) fourteen days of
receipt of this notice.
You are also directed to bring the septic system into compliance within thirty (30) days of
receipt of this order letter.
You are further directed to maintain the system by hiring a licensed septage hauler to
pump the septic system to prevent discharge of sewage or effluent into the buildings, onto
the surface of the ground, or in to surface waters.
Any person aggrieved by any order issued by the local approval authority may appeal to
any court of competent jurisdiction as provided for by the laws of the Commonwealth.
PER ORDER OF THE BOARD OF HEALTH
Thomas A. McKean, R.S., C.H.O.
Agent of the Board of Health
r 1
}
tly
1
-� Commonwealth of Massachusetts
Executive Office of Environmental Affairs
Dept. of Environmental Protection
•titl
One winter Street Boston Ma. 02108
� ' D.E.P. Titlee V Septic Inspector
P.O. Box 2119
Teaticket, MA 02536
WILLIAM RWELD „ _ (508)564-6813
r
�n3. po 2
Governo 3S
ARGEO PAUL CELLUCCI
Lt.Governor
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM •'��
PART A
CERTIFICATION
NO
Property Address: 4323 Rt.6A Cummaquid Address of Owner: V ,1 8
Date of Inspection: 11M4/97 (if different) TOWN 199?
Name of Inspector: John Graci tNhite:Box 416 Cummaquid r H OFBg9rlST
1 am a DEP approved system inspector pursuant to Section 15.340 of Title%(310 CMR 15.000) Fg(TyOFpT,gBIF
Company Name,Address and Telephone Number:
5 �
CERTIFICATION STATEMENT
I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate
and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and
maintenance of on-site sewage disposal systems. The system:
Passes This Inspection Is based on criteria defined In Title V
code 310 CMR 16303.My findings are of how the system Is
— Conditionally Pas es performing atthe time of the inspection.My inspection does,
_ Needs Fur er aluation By the Local Approving Authority not imply anywarranty or guarantee orthe longevity ofthe
septic system and any of Its components useful life.
x Fails
Inspector's Signature: Date: 11114197
The System Inspector shall submit a copy of this inspection report to the Approving Authority within thirty(30)days of completing this
inspections. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit
the report to the appropriate regional office of the Department of Environmental Protection.
The original should be sent to the system owner and copies sent to the buyer,if applicable and the approving authority.
INSPECTION SUMMARY:
Check A, B,C,or D:
A] SYSTEM PASSES:
_I have not found any information which indicates that the system violates any of the failure criteria
defined as in 310 CMR 15.303. Any failure criteria not evaluated are indicated below.
COMMENTS:
B] SYSTEM CONDITIONALLY PASSES:
_One or more system components need to be replaced or repaired. The system,upon completion
of the replacement or repair,passes inspection.
Indicate yes,no, or not determined(Y,"N,or ND). Describe basis of determination in all instances. If "not determined",explain why not.
The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate of
Colhpliance(attached)indicating that the tank was installed within twenty(20)years prior to the date of the inspection;or
the septic tank,whether or not metal, is cracked,structurally unsound, shows substantial infiltration or exfiltration,or tank
failure is imminent.The system will pass inspection if the existing septic tank is replaced with a conforming septic tank
as approved by the Board of Health.
(revised(IM97)
One Winter Street • Boston,Massachusetts 02108 • FAX(617)556-1049 • Telephone(617)292-5500
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 4323W 6ACummaquld
Owner: White:Box 416 Cummaquid
Date of Inspection:11114/97
_ Sewage backup or.hreakout or hicih.static water level observed.in.the distribution box is due to a broken.
or obstructed pipe(s)or due to broken,settled or uneven distribution box.The system will pass inspection if
(with approval of the Board of Health). Describe observations:
broken pipe(s)are replaced
obstruction is removed
distribution box is leveled or replaced
—The system required pumping more than four times a year due to broken or obstructed pipe(s). The
system will pass inspection if(with approval of the Board of Health):
broken pipe(s)are replaced
obstruction is removed
C] FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH:.
Conditions exist which require further evaluation by the Board of Health in order to determine if the
system is failing to protect the public health, safety and the environment.
1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS
NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND
SAFETY AND THE ENVIRONMENT:
Cesspool or privy is within 50 feet of a surface water
Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh.
2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER,IF APPROPRIATE)DETERMINES
THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE
ENVIRONMENT:
The system has a septic tank and soil absorption system and is within 100 feet to a
surface of water supply or tributary to a surface water supply.
The system has a septic tank and soil absorption system and is within a Zone 1 of a public watersupply well.
The system has a septic tank and soil absorption system and is within 50 feet of a private water supply well.
The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a
private water supply well, unless a well water analysis for coliform bacteria and volatile organic compounds indicates that
the well is free from pollution from that facility and the presense of ammonia nitrogen and nitrate nitrogen is equal to or
less than 5 ppm. Method usedto determine distance (approximation not valid)
3)Other
D] SYSTEM FAILS:
You must indicate either"Yes"or"No"as to each of the following:
x I have determined that the system violates one or more of the following failure criteria as defined in
310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be
contacted to determine what will be necessary to correct the failure.
Yes No
_ _x_ Backup of sewage in facility or system component due to an overloaded or clogged SAS or
cesspool.
x_ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged
cesspool.
x_ SAS is in hydraulic failure.
(revised 0427197)
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 4323 RL BA cummaquld
Owner: White:Box 416 Cummaquid
Date of Inspection:11114197
D]SYSTEM FAILS(continued)
Yes No
Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool.
Liquid depth in cesspool is less than 6"below invert or available volume is less than 1/2 day flow.
Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).
Numbers of times pumped
Any portion of the Soil Absorption System,cesspool or privy is below the high groundwater elevation.
Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply.
Any portion of a cesspool or privy is within a Zone 1 of a public well.
Any portion of a cesspool or privy is within 50 feet of a private water supply well.
Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no
acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water analysis for
coliform bacteria,volatile organic compounds, ammonia nitrogen and nitrate nitrogen.
E] LARGE SYSTEM FAILS:
You must indicate either"Yes"or"No"as to each of the following:
The following criteria apply to large systems in addition to the criteria:
_ The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to
public health and safety and the environment because one or more of the following conditions exist:
Yes No
the system is within 400 feet of a surface drinking water supply
the system is within 200 feet of a tributary to a surface drinking water supply
the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area(IWPA)or a mapped Zone II of a
public water supply well)
The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program
requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information.
(revised 0412797)
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECLIST
Property Address: 4323 RL BACummaquid
Owner: White:Box 419 Cummaquid
Date of Inspection:11114197
Check if the following have been done:You must indicate either"Yes"or"No"as to each of the following:
_x_ — Pumping information was requested of the owner,occupant,and Board of Health.
x None of the system components have been pumped for at least two weeks and the and the system has been receiving normal
— flow rates during that period. Large volumes of water have not been Introduced Into the system recently or as part of this
inspection.
x As built plans have been obtained and examined. Note if they are not available with N/A.
x — The facility or dwelling was inspected for signs of sewage back-up.
x _ The system does not receive non-sanitary or industrial waste flow.
_c_ — The site was inspected for signs of breakout.
x All system components,excluding the Soil Absorption System,have been located on the site.
x The septic tank manholes were uncovered,opened, and the interior of the septic tank was inspected
for condition of baffles or tees, material of construction,dimensions, depth of liquid,depth of sludge,depth of scum.
x The size and location of the Soil Absorption System on the site has been determined based on
— — The facility owner(and occupants, if different from owner)were provided with information on the proper maintenance of
Sub-Surface Disposal Systens.
x Existing information. Ex. Plan at B.O.H.
x Determined in the field(if any failure criteria related to Part C is at issue, approximation of distance is
— — unacceptable)]15.302(3)(b)]
Qevlaed 04l17)97)
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Property Address: 432311L BA Cummaquid
Owner: White:Box 416 Cummaquid
Date of Inspection:11H4197
FLOW CONDITIONS
RESIDENTIAL:
Design flow: 3" g•p•d./bedroom for S.A.S.
Number of bedrooms:
Number of current residents: 4
Garbage grinder(yes or no): No
Laundry connected to system(yes or no): Yes
Seasonal use(yes or no): No
Water meter readings,if available:(last two(2)year usage(gpd):
� rda
Sump Pump(yes or no): No
Last date of occupancy: nib
COMMERCIAL/INDUSTRIAL:
Type of establishment: nib
Design flow:o gallons/day
Grease trap present: (yes or no) No
Industrial Waste Holding Tank present:(yes or no) No
Non-sanitary waste discharged to the Title 5 system:(yes or no) No
Water meter readings,if available: rda
Last date of occupancy: nra
OTHER:(Describe) rds
Last date of occupancy:
GENERAL INFORMATION
PUMPING RECORDS and source of information:
System was last pumped 2 months ago by Ace
System pumped as part of inspection: (yes or no)No
If yes,volume pumped:o gallons
Reason for pumping: nla
TYPE OF SYSTEM
x Septic tank/distribution box/soil absorptions system
Single cesspool
Overflow cesspool
Privy
Shared system(yes or no) ( if yes,attach previous inspection records, if any)
I/A Technology etc.Copy of up to date contract?
Other:
APPROXIMATE AGE of all components,date Installed(If known)and source Information:
1989
Sewage odors detected when arriving at the site:(yes or no) No
(revised 04127A7)
I
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: 4323 RL BACummaquld
Owner: White:Box 416 Cummaquid
Date of Inspection:11114197
SEPTIC TANK: X
(locate on site plan)
Depth below grade:e"
Material of construction:x concreate metal FRP Polyethylene_other(explain)
If tank is metal, list age o . Is age confirmed by Certificate of Compliance No (Yes/No)
Dimensions: t.e•e••He 7^w4'10
Sludge depth:2"
Distance from top of sludge to bottom of outlet tee or baffle: 25^
Scum thickness:"'
Distance from top of scum to top of outlet tee or baffle:6"
Distance form bottom of scum to bottom of outlet tee or baffle: 17"
How dimensions were determined: Mesusured
Comments:
(recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity,
evidence of leakage,etc.)
Septic tank and all components ere structurally sound.Recommend pumping system every one to two years for maintenance.
GREASE TRAP:_
(locate on site plan)
Depth below grade: nra
Material of construction: _concrete_metal_FRP Polyethylene_other(explain)
Dimensions: rda
Scum thickness:rda
Distance from top of scum to top of outlet tee or baffle:nra
Distance from bottom of scum to bottom of outlet tee or baffle: nra
Date of last pumping;,
Comments:
(recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity,
evidence of leakage,etc.)
rda
BUILDING SEWER:
(Locate on site plan)
Depth below grade: 14"
Material of construction:_cast iron x 40 PVC_other(explain)
Distance from private water supply well or suction linetovm
Diameter: 4'
Qmments: (conditions of joints,venting,evidence of leakage, etc.)
(revised 04717)97)
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PARTC
SYSTEM INFORMATION (continued)
Property Address: 4323 RL BA Cummaquid
Owner: White:Box 410 Cummaquid
Date of Inspection:MUM
TIGHT OR HOLDING TANK:
(locate on site plan)
Depth below grade: rda
Material of construction:_concrete_metal_FRP_Polyethylene_other(explain)
Dimensions: rda
Capacity: rda gallons
Design flow: rda gallons/day
Alarm level:_nra Alarm in working order?_Yes .No
Date of previous pumping:.
Comments:
(condition of inlet tee,condition of alarm and float switches,etc.)
rBa
DISTRIBUTION BOX:
(locate on site plan)
Depth of liquid level above outlet invert: rda
Comments:
(note if level and distribution is equal,evidence of solids carryover,evidence of leakage into or out of box etc.)
rda
PUMP CHAMBER:
(locate on site plan)
Pumps in working order:(yes or no)No
Alarms in working order(yes or no)Ye:
Comments:
(note condition of pump chamber,condition of pumps and appurtenances, etc.)
rda
(revised 04l2107)
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 432311t.6ACummaquid
Owner: White:Box 416 Cummaquld
Date of Inspection:11114197
SOIL ABSORPTION SYSTEM (SAS):x
(locate on site plan,if possible;excavation not required, but may be approximated by non-intrusive methods)
If not determined to be present,explain:
Ma
Type:
leaching pits,number: 1,000 gallon leach pit
leaching chambers,number:nla
leaching galleries,number: nla
leaching trenches,number,length: nia
leaching fields,number, dimensions:nla
overflow cesspool,number:nla
Alternate system: nia Name of Technology:_rda
Comments:(note condition of soil,signs of hydraulic failure,level of ponding, condition of vegetation, etc.)
The teach pit Is past the effective depth of leaching.The tea Is In hydraulic rallursYlt was full.
CESSPOOLS:_
(locate on site plan)
Number and configuration: rda
Depth-top of liquid to inlet invert: nla
Depth of solids layer: rda
Depth of scum layer: n1a
Dimensions of cesspool: rda
Materials of construction: Ne
Indication of groundwater: nia
inflow(cesspool must be pumped as part of inspection)
rda
Comments: (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation, etc.)
nia
I
PRIVY:
(locate on site plan)
Materials of construction: nla Dimensions: Na
Depth of solids: rda
Comments: (note condition of soil, signs of hydraulic failure,level of ponding,condition of vegetation, etc.).
nro
(revised 04R7)971
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
4323 Rt.6A Cummaquid
White:Box 410 Cummaquid -
11114197
SKETCH OF SEWAGE DISPOSAL SYSTEM:
include ties to at least two permanent references, landmarks or benchmarks
locate all wells within 100'(Locate where public water supply comes into house)
G
AA �6
if
(revived 04)27197) Pepe ! of so
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
4323 Rt GA Cummaquld
White.Box 416 Cummaquld
11114197
Depth of groundwater 12
Please indicate all the methods used to determine High Groundwater Elevation:
Obtained from design plans on record.
Observation of Site(Abutting property, observation hole, basement sump etc.).
Determine it from local conditions
Check with local Board of Health
Check FEMA Maps
Check pumping records
Check local excavators,installers
x Use USGS Data
Describe in your own words how you established the High Groundwater Elevation.(MUST be completed)
USGS Maps and Charts
(ravmed0A/27197) page 10 of 10
7'
TOWN OF BARNSTABLE
LOCATION SEWAGE # 31
VILL GE �c,�/r1/riQay ��• _ ASSESSOR'S MAP & LOT 15-0- 0;;-ov2
INSTALLER'S NAME di PHONE NO. pi1n A : A a l�n
SEPTIC TANK CAPACITY (DQQ
LEACHING FACILITY:(type). 900 L-P (size) 3. k `'
NO. OF BEDROOMS 3 PRIVATE WELL OR PUBLIC WATER
BUILDER OR OWNER ye ri �®t.-��J9 f�
DATE PERMIT ISSUED: G(- /3 ®:69
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No �/
i t
ON
b
i
1
C_
__ x _.
No.... /��t .
-h 3
.THE COMMONWEALTH OF MASSACHUSETTS ,
BOAR® . OE HEALTH
o ��
OF. _,
:....../-��... 'LL3. _-
Appliration for Uiiprr ial Worka Tnnitrnrtinn Vamit
Application is hereby made for a Permit to Construct ( "--Or Repair ( ) an Individual Sewage Disposal
System at: �
................ .1... .............. ..........- -----•-••--•---- ._ .....s - r .. -.............
Location.Address or Lot No.
S c� 4 S/'� vt/c�e_ t7C," -c L` -
.......... .........•--.. ._°1....... 9.. ....-----•-----...7 ......... ---...---...-----•--•-•----....•..-Y 2-- .---......
O er Address
Installer Address
d Type of Building Size Lot_._ . �....Sq. feet
Dwelling—No. of Bedrooms.............3_.............•.___.__..Expansion Attie Garbage Grinder-{---jam'
Pq Other—Type of Building .1___e..f'2.. No. of persons......._' .............. Showers_(- --- afeteria!-(---`
a' Other fixtures ..._ ............................................................................................................................................
W Design Flow..................... .........__gallons per person per day. Total daily flow.......:�...�...-d......... gallons.
WSeptic Tank—Liquid capacity[4 o?gallons Length o. .&.._. Width._`.[ _ Diameter________________ Depth... .
x Disposal Trench—No. .................... Width........................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No........../--------- Diameter......I.A._.... Depth below inlet... 5---- Total leaching area.3.R:!�__sq. ft.
Z Other Distribution box ( Ilf- Dosing ank_(_ '
'-' Percolation Test Results Performed by--- r` ..��est
--�--•.�hd�_�---•--- Date_._. -�. _�
� j
Test Pit No. 1..._:..Z'minutes per inch Depth of Pit../ Depth to ground water..__` ....` )
fs, Test Pit No. 2....�- minutes per inch Depth of Test Pit:__ --- Depth to ground water-_-_-
R+' .................••--------•-• •••...:..... --------.--•----
O Description of Soil--------C` ! C ' I9 S �z .............................
.-------------------------------------------�.... '-----•---- -•f -18-r/---'•--•-----•--••-•---'--'-----------
W
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 TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system n
operation until a Certificate of Compliance has been issued by the rd of li - �� /3— -in
operation
�2 Z
Application Approved By--••-••1 ---- .,C.ty j Date
Application Disapproved for the following reasons: -------------•-------•--------------------------------------•-•---------------------------------------•-••----
................••--••--•------------••-•••----•-•-•--•-------••-•••.........••----------..._...•--•---••---••••--..._...----•--------•-••-•-----•----•--••••-•••-••••--•-----------••••••••-••----•.---
Date
PermitNo...... -Z - �� ---1-..............-.... Issued........................................................
. Date
...........................................................................................................................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
� �rr�i�irtt#r laf �unt�li�anr�e _
THLF IS TO CERTIFY, Thg the Individual Sewage Disposal Sy tem constructed or Repaired ( )
--.-•----....................•--•---••••-•---......-------•.............
..-- Installer o
has been installed in accordance with the provisions of TITLE j of TI State Sanitary Code as described in the
application for Disposal Works Construction Permit No.--9-1....3JI............... dated_------------------...........................
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE................................................................................ Inspector....................................................................................
1
r
No..--P-71x Fis...... .............
' T.HE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
....... . ....................
Allp iration for Mopos al Works Tomitrnriinn trnti#
Application is hereby made for a.Permit to Construct (1,,Kor Repair ( ) an Individual Sewage Disposal
System at: / ,/ /�
eF°""` �'1 T ,/�.•��... t "L. SCj'.f`� C..._ �../.>•v, r.— c:c +;Y �j7 r-C/l la '�N. -'a ' '.� //✓Q i ^'
................... .... ..............• ------------ r..-.- -- -• --'-----••... - ....... ,f
or Lot
o.
F
_ Location-Address +
s
Owner y Address
a ....... C...:...........:... .. .......�.�..�....----.......................... .................�......�-_ ..............................................................
Installer Address
Type of Building Size Lot. _.1 _4'.....Sq. feet
a Dwelling—No. of Bedrooms.............��.._.................__.__..Expansion Atti Garbage Grindea-(-- -)--
aOther—Type of Building ... No. of persons.........!;F............... Showers_(-----=-Cafeteria"(
Otherfixtures ---- -------------------------------------------•-•. -------•••---•-----•----••----. -----------....------------------...-•---•---•-••----•------.
w Design Flow.................... � =-..........gallons per person per day. Total daily flow--_---.: __ ._. .._..........gallons.
WSeptic Tank—Liquid capacityf_?.!S?gallons Lengthe�._..�_-•_. Width_ ._> . Diameter................ Depth.._��._y.J
x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area--------------------sq. ft.
Seepage Pit No........- ......... Diameter......1. .1.... Depth below inlet._ _-- ..... Total leaching area..Y=-Q-.-B'--.-sq. ft.
z Other Distribution box ( ') Dosingrtank�.(_ -^)1
_ V Cl f S :>
Percolation Test Results Performed by..................---.....................•......................... Date......`r ------- --•-•-=---.
10
Test Pit No. 1....�._ .minutes per inch Depth of est Pit_;��.._�k..._ Depth to ground water....f.-
GL, Test Pit No. 2__.�-K__minutes per inch Depth of Test Pit..,)__�: _`�. Depth to ground water----- lfj.. .�.
...............................................=---••--•--.........---...............---•--•....-----•----•-•--------•---•----•-•-••----••......•-----•-•-•-
DDescription of Soil.........jL -•�.-C4...------ ��`��......."=� �� ��------------------------------------------------------------------------------
x ... -�- ...............................................................................................................
w
UNature of Repairs or Alterations—Answer when applicable...............................................................................................
---........................................................4------------------------------------------------------------------.......................................................................
Agreement:
The undersigned agrees-,".to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TIT1Z 5/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 hf$-al . y
� � �`!'. - a
Signed-�,r -I- -•.� ------.p. -•-----•--------- ------------------------•--- -'.�� --�� � i
Application Approved B Dat
Date
Application Disapproved for the following reasons:.:...................�.__.__._....___.....__._...._...___._......•...............•••-•--- .._-.___.____
--------------------------------------------------------------------•--•--•----------...........----.....--•--•--------•--•--••---•--...-•-•-•---•-•----•-••••---••--•-----•--------•-•••----••---.•.---
Date
Permit No.....' -_7 _ � {,, ---------------- Issued------...-•---.• •---••---•--•--•••------..........
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
o�,� ..................O F... J/. ....................................................
(9rdifiratr of Tuntplittnrr
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed jt-j or Repaired_( )
by......... :._.%_ . . y:' >m. +�� .� cd ....a n�/ _...`...�..�...V. ... ...==...------------
Installer_at
has been installed in accordance with the provisions of TITLE 5 of Td State Sanitary Code as described in the
application for Disposal Works Construction Permit ................ dated-.----------------------------------------------
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE................................................................................ Inspector----------.- ----
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
....................... .. . ...............................
No. ..7.:..3.1--?.. ................................
FEE.--s�;:57,'.....
Disposal ork,5 Towitrurtivit Frrutit -
g �- rC `' <_
Permission > herebyranted..........:........................... �- --.__-�- � ._!:, `
to Construct ( �or=.Repair, an Individual Sewage Disposal System
at No.....4------ ... t
Street,o' '
as shown on the application for Disposal Works Construction Permit No------
-•-_-.-____-- Dated..........................................
= --------------------•---------
oard o ealth
DATE ..........................................
FORM 1255 A. M. SULKIN, INC., BOSTON
j
CUMMAQ UID -
00
1, 0
SITE & SEP_-TIC
0
PLAN -OF LAND AT / / ,o
ASSESSORS MAP 350 PAR.. 3-2 / ��01 a,
CUMMAQ UID, 'MA.
PREPARED FOR.
Locus +F S LL0 YD & MELINDA WHITE �-- ti� / /
rol M.H.B.
g� \ A.M. 350/49
cam\
AREA=-49, 794 f S.F. / PAUt_ yN
ol
A.
c c5' i -�� MERITHEIN y
LOCUS MAP 6� '�'T Q� �4 — c-' O o °
AAA _ g? Qr�ys C/STE�� ���►
AN
90 LAN
PLAN REF- 433/64
RES. ZONE „RF—2"
FLOOD ZONE` C �
I _ _
BENCHMAR
TOP OF FND k
EL.=103.25' (ASSU' ED)
LO TILAND /,wCD
OF s
r2)
Q
o
A.M. 350/3-1 g E PESCE
5�p 2 EXIST. 1p2 ` EXISTING No 32001 �4
H
SEPTIC WELL _/ / 90 �013-T
i TANK 8, ° __-_------ 50
i
98
EXIST.
a �� CEDAR =___ 4 323=_
EXIST. 1`,. TP , 42.2 _=-_-_=-_-=_--_- �Cj.� /// p 26
LEACHPIT
2L� oO , � --------___ ----__--- -------1-----------
-..1 5
y o /1 - — ——— j �
RESERVE _ _ GRA vEL PESCE ENGINEERING & A SSOCIA TES
� /
— — CD DRIVE -�
- ---- 2 P. O. BOX 32
�--- - 104 ------------ -�1 i �� / / — — _ OSTERVILLE MA. 02655
1106 .,� PH. (508)428-3730
Zol-
SCALE. 1"=30' DA. TE. 12/02/97
\ \: JOB NO. 51490 SHEET 1 OF 2
3 -
103,25' <
TOP OF FOUNDATION
20' MIN.
10' MIN. CONCRETE COVERS
4" SCHEDULE 40 P. VC
MIN. PITCH 1/8 PER FT. 2"LA YER OF
CONCRETE COVER
WASHED STONE
/12"/MAX EL.=100I i / i i i i i i / /
4" CAST IRON PIPE 12' / • i i
(OR EQUAL MINIMUM INVERT
PITCH 1/4' PER FT. RISER EL.= 97.2 ;00
CLEAN SAND 9
Ir FLOW LINE Jc'
INVERT 1 10 14„ 7»
— EXISTING MIN. —z 0, ° °0. ,.,..._.,,,...
EL.------- cAs INVERT 6 SUM LEVEL ° °° o °o 0°, 0
BAFFLE _EXISTING IN °°°o° o°o° 11
INVERT EL.— INVERT o
.— 99 5 — 4'
EXISTING ----- EL.------ ° ° o °° °o ° °% 00 ° ° °o ° °o ° °°o ° °o °
r EL. �r
-- (TO BE PLACED ON FIRM BASE) EXISTING °° o o ° o o° ° o o° ° o o° ° o o° ° o o°° o o ° ° ° ° o ° 34" 6 '
60
MECHANICALLY COMPACTED OR 6" OF 57Y7NE DISTRIBUTION EL• 95.8' o 0 0 0 0 0 ° o o ° o 0 o EL•=95.2' o°o ° 0 0 0 0 0 o 0
_1000_—GALLONS 4 HIGH CAPACITY INFILTRATORS }
BOX 3f4" TO 1-1/2" 4' 2.B' 4"
EXISTING TO BE WATER TESTED WASHED STONE 10.B' X 32.9'TRENCH FORMA
td
SEPTIC TANK IF MORE THAN ONE OUTLET SOIL ABSORPTION END VIEW
PLACE ON/G"' STONE SYSTEM (SAS
BOTTOM OF TEST HOLE OR VSGS PROBABLE WATER TABLE ELEV=_9O_�'_ (INDEX WELL—AIW 11,?47 ZONE B)
PROFILE OF, OBSERVED WATER TABLE (4130187) ELE V.=_ 89.5'
SEWAGE" DISPOSAL SYSTEM
OBSERVATION HOLE 1
. NOT TO SCALE 0" EL=102.5' 0„ OBSERVATION HOLE 2 EL=101.5'
OF M419 LOAMY, SANDY LOAMY, SANDY —
SUBSOIL SUBSOIL
o 30 EL=100' -24„ EL-99.5'
E PESCE L.
o . CIVIL CLEAN. CLEAN
0 No.32o01 0 MEDIUM SAND
GENERAL NOTES �o� 9`G/STEP�o\�4� 96" EL=94.5' LOOSE
�SS/ONAL 0N� MEDIUM SAND
W/FINES
1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. (<2MIN./IN.) MEDIUM SAND
TITLE 5 AND THE TOWN OF _BARNSTABLE_ RULES AND 138" EL=91.0'
TIGHT SAND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. & CLAY 120" EL=91.5'
156" EL=89.5 NO WATER ENCOUNTERED
2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO WET A T 156"
WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" SOIL . TEST
3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF DATE OF SOIL TEST 41,,30187 SOIL TEST DONE BY CRAIG SHORT, P.E.
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE WITNESSED BY: JERRY DUNNING, BOH
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4) ANY MASONARY UNITS USED. TO BRING COVERS TO GRADE SHALL DESIGN CAL C ULA TIONS.'
BE MORTERED IN PLACE. 3
5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH NUMBER OF BEDROOMS . . . . .
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO GARBAGE DISPOSAL . . . . . . No
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. TOTAL ESTIMATED FLOW
INSTALL: ( 110__GAL./BR./DA Y x 3___ BR.) 330 GAL/DA Y
6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR 4 HIGH CAPACITY INFILTRATORS
IS TO CALL "DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS EXISTING SEPTIC TANK CAPACITY 1000 GAL
re 17". DEPTH
PRIOR TO COMMENCING WORK ON SITE. F SOIL CLASSIFICA TION . 1
7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS 4' STONE SIDES AND ENDS DESIGN PERCOLATION RATE . . . . . < 5 MIN./IN.
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. 10.��' X 32.9' EFFLUENT LOADING RATE . . . . . . • 74 GALIDA Y/S.F.
8) PARCEL IS IN FLOOD ZONE C . TOTAL LEACHING CAPACITY 354.5 GAL/DAY
9) LOT IS SHOWN ON ASSESSORS MAP _350 AS PARCEL _3-2__. SIDEWALL: 2(32 9'f10.8)(17/12)( 74)
BOTTOM (32.9)(10.8)( 74) 262.9
SHEET 2 OF 2 JOB # 51490
BENCH MARK . 9 0
TEST HOLE RESULTS P (4 4 3 1�
DATE :
Z7�Fre te- L),^V^ll A/ C77 31412AY, a
WITNESSED BY
x Q�V 1 / I j /� v . _
re- p i
Ar, C3 ell) ^11
>e
9,
J 0
-A
4.
C7
A.1
z —'nv'.7!j 0 'E-4 91"T
7-
7-* 43 IT
J 7-fir J=0
7- 'tea E_7 Q�)
A-as J.
ZEL E MA
NHOLES AND COVER TO BE BUILT TO
7 is
V. TOP OF WITHIN 12 OF FINISHED GRADE
OU
F NDATION
)L F I N I S H E D OR A Dg —,e j9- MIN. 2% SLOPE
AID A�l 1 4 DIA 4 DIA. PIPE FIRS 2M
MIN- 2 LAYER OF
4 'PI P E • MIN. PITCH I FT. LEVE
PEASTONE
MIN. PITCH 14f
&* 9 Q
Ell" F T.
I V E%�
INVERT CD
INVERT GALLON I N'VE 46 1 N V-R
D I A.
DIST. 4 WASHEDSEP TANJK VINVERT Box 7
_Nll.-i j STONE
INVERT INVERT as
AROUND
PL A C E ON cr . ALL
a.
J7 FIRM BASE / 7— BOTTOM AT ELEV.L-a4 FI
;.1 lIO' Ml N.) - 40 61
t4O GARBAGE
O
GRINDER
77
ELEV. 9
PROF [ LE OF GROUND WATER TABLE
SANITARY DISPOSAL SYST-E M
0"X\ ( NOT TO SCALE
0 DESIGN DATA
'S I—P 7 0 CONSTRUCTION OF SANITARY DISPOSAL
BEDROOMS
7,7
SYSTEM SHALL CONFORM TO THE MASS. 130 GAL. DAY
�7_ ENVIRONMENTAL CO-DE TITLE 3r
DESIGN FLOW
AK LEACH RATE 2- MIN. INCH
(REVISED , 7- 1-77) AND T-HE TOWN OF
-A�
REQUIRED LEACHING CAPACITY : 3
A 0 HEALTH REGULATIONS.
SEPTIC TANK, DISTRIBUTION BOX AND LEACH— PROPPSED GAL DAY
1-
vwd ING UNIT TO BE OF REINFORCED CONCRETE . 2, -S- ')4 7)
MIN. CONCRETE STRENGTH = 3000PS.I. REQUIRED SEPTIC TANK :
MIN. STEEL STRENGTH • 209000 PS. I.
MIN. DESIGN LOADING : PROPOSED SEPTIC TANK : JOS'
0 DRIVEWAYS NOT TO BE LOCATED OVER SYSTEM
UNLESS H2O DESIGN LOADING IS USED
V_
0 ALL PIPES AND FITTINGS TO BE WATERTIGHT
cz"'_j
AND TO BE OF CAST IRON OR APPROVED P.V.C. HEALTH AGENT APPROVAL DATE .
` � ��- SITE PLAN SHOWING PROPOSED CONSTRUCTION
ZONING DATA L E G EN D LOCATION :
e 7- -7— — DATE --f Z
FOR :
ZONE : TEST HOLE LOCATION
REFERENCE REVISIONS :
REQUIRED AREA EXISTING SPOT ELEVATION 17.6 7-R 7— L4 Y
OF
EXISTING CONTOUR - 16 REQUIRED FRONTAGE CRAIG yG
REQUIRED FRONT SETBACK : PROPOSED CONTOUR 16 SHORT SCALE 3%SO
*.
REQUIRED SIDE SETBACK PROPOSED WATER SERVICE —W No.CIVIL 2748a CA
-'p,ry
STREQUIRED REAR SETBACK : PROPOSED GAS SERVICE —G AL_
PROPOSED ELEC. & TELE —EBIT— CRAIG R . S H O R T , P. E .
PROFESSIONAL CIVIL ENGINEER
BUILDING INSPECTOR APPROVAL DATE 131 OLD ROUTE 132 HYANNISl MA. 02601 FILENO. G 2Cj
I SHEET OF
A