HomeMy WebLinkAbout0404 PLUM STREET - Health 404 Plum Street
W. Barnstable
A = 196 016
� o
No. Fee
BOARD OF HEALTH
TOWN OF BARNSTABLE
0[pprication _for Yell Construction Permit
Application is hereby made for a permit to Construct( ), Alter( ), or Repair( ) an individual well at:
Lo ation-Address Assessors Map and Parcel
L�(
ner Address
Inkaller-Driller Address
Type of Building
Dwelling
Other-Type of Building No. of Persons
Type of Well P/ Capacity
Purpose of Well pz7aa
Agreement:
The undersigned agrees to install the afore described 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 ompliance has been issued by the Board of Health.
Signed
Application Approved B ���!(
PP PP
Date
Application Disapproved for the following reasons:
o J Date
Permit No. 0�1 ` —001 Issued / !
Date
--------------------------------------------------------------------------------------------------------
BOARD OF HEALTH
TOWN OF BARNSTABLE
Certificate of Compliance
THIS IS TO CERTIFY,that the individual well Constructed(,�, Altered( ), or Repaired( )
by /— d
Installer
at
has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private W 1 Pr tection
Regulation as described in the application for Well Construction Permit No.�K '-601 Dated �
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORILY.
Date Inspector
i
No. � Fee L�--)
BOARD OF HEALTH
TOWN OF BARNSTABLE
0(pprtcatfors -for Yell Cott!6tructton Permit
Application is hereby made for a permit to Construct( ), Alter( ), or Repair( ) an individual well at:
' n Location-Address /Assessors Map and Parcel
Nner Address
Installer-Driller Address
Type of Building
Dwelling
Other-Type of Building No. of Persons
Type of Well ` Capacity
�Ilyy�j
Purpose of Well
Agreement:
The undersigned agrees to install the afore described 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 /� IV�9_/(1)
` WV/
eApplication Approved B I
Date
Application Disapproved for the following reasons:
Date
p
Permit No. c.y 00 Issued �"`✓ < I
Date
BOARD OF HEALTH
TOWN OF BARNSTABLE
(Certificate of Compliance
THIS IS TO CERTIFY,that the individual well Constructed(/S, Altered( ), or Repaired( )
f by
Installer
:..w at .
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. 1 `�Q Dated44
/
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL
SYSTEM WILL FUNCTION SATISFACTORILY.
Date Inspector
------------------------------------------------------------------------------------ --------------------
BOARD OF HEALTH
TOWN OF BARNSTABLE
Vern Conotructton Permit
No. �i(�t^®l — 1 Fee
Permission is hereby granted to
Installer
to / �Construct Alter( ), or Repair( an individual well at:
Street J
as shown on the application for a Well Construction Permit No. � � Dated /
Date Approved�By
L
f
CERTIFICATE OF ANALYSIS
M
Barnstable County Health Laboratory (M-MA009)
Recipient: Donna Miorandi Matrix: Water-Drinking Water
West Barnstable Petrcleum Study Sampled: 03/26/2013 10:14
200 Main Street Received: 03/26/2013 11:34
Hyannis, MA 02601 Collection Address: 404 Plum Street,West Barnstable
Order#: G1372876 Sample Location: 196-016
Description: voc
Lab ID: 1372876-05 Date Analyzed: 3/26/2013 @ 10:28
Sample#: Analyst: yn
Method: EPA 524.2 Dilution Factor: 1
Comment: Mail to Edward&Trade Crowley,404 Plum St
EPA 524.2- Volatile Organics by GC/MS
Result MCL Result MCL MDL
Parameter ug/L ug/L ug/L Parameter ug/L ug/L ug/L
Dichlorodifluoromethane ND 0.50 Chloroform ND 80 0.50
Chloromethane ND 0.50 cis-1,2-Dichloroethene ND 70 �0.50
Vinyl chloride ND 2.0 0.50 cis-1,3-Dichloropropene ND 0.50
Bromomethane ND 0.50 Dibromochloromethane NO 0.50
1,1,1,2-Tetrachloroethane NO 0.50 Dibromomethane ND 0.50
1,1,1-Trichloroethane ND 200 0.50 Ethylbenzene ND 700 0.50
1,1,2,2-Tetrachloroethane ND 0.50 Hexachlorobutadiene ND 0.50 j
1,1,2-Trichloroethane ND 5.0 0.50 Isopropyl benzene ND 0.50
1,1-Dichlo_roethane ND 0.50 Methylene chloride ND 5.0 0.50
1,1-Dichloroethene _ND 7.0 0.50 Methyl-tert-butyl ether ND 0.50
1,1-Dichloropropene ND 0.50 Naphthalene ND 0.50
1,2,3-Trichlorobenzene ND 0.50 n-Butylbenzene ND 0.50
1,2,3-Trichloropropane NO 0.50 n-Propylbenzene ND 0.50
1,2,4-Trichlorobenzene ND 70 0.50 p-Isopropyltoluene ND 0.50
1,2,4-Trimethylbenzene ND 0.50 sec-Butylbenzene ND 0.50
1,2-Dibromo-3-chloropropane ND 0.50 Styrene ND 100 0.50
1,2-Dibromoethane(EDB) ND 0.50 tert-Butylbenzene NO 0.50
1,2-Dichlorobenzene ND 600 0.50 Tetrachloroethene ND 5.0 0.50
1,2-Dichloroethane ND 5.0 0.50 Toluene ND 1000 0.50
1,2-Dichloropropane ND 0.50 Total xylenes ND 10000 0.50
1,3,5-Tdmethylbenzene ND 0.50 trans-1,2-Dichloroethene ND 100 0.50
1,3-Dichlorobenzene ND 0.50 trans-1,3-Dichloropropene ND 0.50
1,3-Dichloropropane ND 0.50 Trichloroethene ND 5.0 0.50
1,4-Dichlorobenzene ND 5.0 0.50 jTrichlorofluoromethane ND 0.50
2,2 Dichloropropane NO 0,50 Surrogates %Recovered QC Limits(%)
2-Chlorotoluene ND 0.50 p-Bromofluorobenzene 92% 70 130
4-Chlorotoluene ND 0.50 1,2-Dichlorobenzene-d4 92% 70 130
Benzene ND 5.0 0.50
Bromobenzene ND 0.50
Bromochloromethane NO 0.50
Bromodichloromethane NO 0.50
Bromoform NO 0.50
Carbon tetrachloride ND 5.0 0.50
Chlorobenzene ND 100 0.50
Chloroethane ND o.50
Attached please find the laboratory certified parameter list. Approved By: ............j
(Lab Director)
ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level
Superior Court House, P0. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Page 5 of 5
r
BARNSTABLE COUNTY DEPARTMENT OF HEALTH&ENVIRONMENT
of Bps WATER QUALITY LABORATORY
BARNSTABLE SUPERIOR.COURTHOUSE
o r 3195 MAIN STREET/P.O.Box 427•BARNSTABLE,MA 02630
PHONE:508=375-6605 •FAX: 508-362-7103
$yssACHus��� BOTTLE IDENTIFICATION NUMBER
DRINKING WATER ANALYSIS (lab use only)
(PLEASE FOLLOW ALL INSTRUCTIONS ON REVERSE SIDE BEFORE COMPLETING THIS FORM)
v � �
REPORT GOES TO: SAMPLING DATE: / IME: G M
A cir o -
COMPANY NAME: SAMPLE COLLECTED BY:
r �
MAILING ADDRESS: Puln SAMPLE LOCATION:
S S7 0 eet)
(
Q
PHONE U + FAX: MAP&PARCEL# T ) ,
E-MAIL: TOWN WATER WELL WATER_WELL DEPTH
FINANCIALLY RESPONSIBLE PARTY: CONTACT NUMBER:
BILLING ADDRESS:
J
y
IF REQUIRED BY MA DEP,PLEASE PROVIDE THE FOLLOWING INFORMATION:
PWS ID: PWS NAME: DEP LOCATION(LOC)ID#
DEP LOCATION NAME: _ PWS CLASS: COM NTNC TNC SAMPLE ACEDIFIED:YES
,SAMPLE_INFORMATION: (I)(M)ULTIPLE (S)INGLE (2)(R)AW (F)1NISHED
(3)ROUTINE.SAMPLE(RS) SPECIAL SAMPLE(SS)- (4) RESAMPLED:YES NO
CUSTODY TRANSF R ,DATE TIME`
Relinquished By:
Received By: (2� Ila j j
COMMENT: V
ANALYSIS REQUESTED: —Lab Use Only—
CHECK ANALYTE PRESERVATION RESULT UNIT ANALYSIS ENTERED BY REVIEWED
DATE &DATE BY&DATE
Copper mg/L
Iron ye O' No mg/L
Sodium mg/L
Conductance umols/cm
Nitrate y s03 No mg/L.
pH
Total Coliform THIO:Yes No
VOC(524.2) HCI:Yes No ug/I,
Ammonia H2SO4:Yes No mg/L
Other
COMMENT:
BARNSTABLE COUNTY DEPARTMENT OF HEALTH & ENVIRONMENT
BARNSTABLE SUPERIOR COURTHOUSE
OF BAs
a 3195 MAIN STREET/P.O.BOX 427
BARNSTABLE,MASSACHUSETTS 02630
9ssscxus PHONE: 508-375-6605 •FAX: 508-362-7103
SAMPLING INSTRUCTIONS FOR PRIVATE WELLS
1. Obtain the sampling bottle(s)from the County Lab or Town Health Department. A 100 mL sterile bottle is for
bacteria analysis. If water is chlorinated or smells strong chlorine, a 100 mL sterile bottle with preservative of
sodium thiosulfate must be used.
2. It is recommended to use a straight faucet preferably NOT swing-type.
3. Turn on the cold water and let it run for five (5)minutes.
4. Fill the bacteria bottle to well above the 100 mL line. This is critical to ensure that there is enough water to
perform the test. Do not place the cap on any surfaces or allow anything(i.. e. faucet,hands, etc.)to touch the
inside of the bottle.
a. When filling the larger of the two bottles, do not fill the bottle to the very top. Be careful not to touch the
inside of the bottle or cap with the faucet,your hands, or anything else.
b. Sample must be kept cold after drawing the water.
5. Fill out the reverse side of this form and the labels on all bottles. The laboratory requires uires accurate and complete
p
information. The lab is not held lab is not held responsible for damages resulting lack of or incorrect information
damages resultingfrom lack of or incorrect information
given,includin2phones Ws.Ws. Please check off all tests being requested.
6. The charge for a routine well analysis (coliform bacteria,pH,conductivity,iron,nitrate, sodium, and copper)
is$30.00. Checks should be made out to Barnstable Barnstable Count.Exact change is required if paying in cash.
Additional tests require additional fees. Consult the lab for more information.
7. Samples are accepted Monday—Thursday from 8:00 AM to 4:00 PM. They be delivered to the lab within
delivered to the lab within
6 hours of collection or 24 hours if hours of collection or 24 hours if refrigerated.
NOTES: • Samples for bacteria are not accepted on Friday.
• Whirlpool, hot tub and pool samples are accepted ONLY Monday and Tuesday.
8. Completion of tests and results takes 10 business days. Results will be sent in the mail.
9. Special requests, such as results in less than 10 business days, are available for an additional charge. Contact the
laboratory for pricing.
NOTICE: WATER FROM THE SAME SOURCE CAN PRODUCE CONTRARY RESULTS IF TESTED AT
DIFFERENT TIMES AND/OR DIFFERENT LOCATIONS. THE COUNTY OF BARNSTABLE
SHALL NOT BE LIABLE FOR DAMAGES RESULTING FROM THE RELIANCE ON RESULTS OF
WATER TESTS INACCURATELY PERFORMED.
PLEASE COMPLETE REVERSE SIDE OF FORM
Town of Barnstable
FIME Tp Barnstable
o Regulatory Services
Thomas F. Geiler, Director A*Amwica i
BA MSTA
MAWBLE. « Public Health Division
�bA ' • ��� Thomas McKean Director
200 Main Street 2007
Hyannis, MA 02601
Office: 508-862-4644 Fax: 508-790-6304
March 22, 2013
Mr. & Mrs. Edward Crowley
404 Plum Street
West Barnstable, MA 02668
Dear Mr. & Mrs. Crowley:
It has come to the attention of the Town of Barnstable Health Department that there may be a
possible groundwater contamination in your area. At this time we request access to your house
for the purposes of collecting a water sample from your private well for testing.
The testing of your private water well would be without cost to you. I would like to do these
tests as soon as possible. Please contact me at this office or my work cell phone (listed below)
to arrange a convenient time for me to collect this sample.
Thank you for your timely attention to this request.
Sincerely,
Donna Z. Miorandi, R.S.
Health Inspector
Town of Barnstable
Office: 508-862-4644 or 508-862-4639 (Direct Line)
Work cell: 508-294-1394
Town of Barnstable
Regulatory Services
Thomas F.Geiler,Director
anWWABM
Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-8624644 Fax: 508-790-6304
Installer&Designer Certification Form
Date: Sewage Permit# Assessor's MapWarcel
Designer: r✓1 T,0-Q-C r�A� � Installer: C►�0.iv',� KYYI�6�
Address: S� CL�,SS'4-`'f U P Address: (Q A
�r S;tack_�c: Q2Ce�{`� E, Sg.,, J;J , (`XAT a2 3-�
On E 2 1'7E�1,4•7 was issued a permit to install a
(date) (installer)
septic system at 404 F I v M 5+ W l r�C WY`\ based on a design drawn by
(address) ff
dated 122 O
(designer)
I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank.
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.
H OF,y�s�'
PETER T C
(Installer's Signature) WENTEE
CIVIL y
No,35,09
90��9�C/STEREO �Q
SS/0N4l EN����
(Designer's Signature) (Affix s Stamp 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:Health/Septic/Desiper Certification Form 3-26-04.doc
N
No. FEE �9
COMMONWEALTH OF MASSAC14USETIS
Board of Health, 4/4- - 5'71,� MA.
APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct( ) RepairK Upgrade Abandon( ) - VLComplete System ❑Individual Components
Location 4 d 4 P f .ti. *r-e z r• Gj cif n , Owner's Name C-J jc;rep( C re „,-lam
Map/Parcel# r"l4 1`i 4, Fc,,rctj �'i'm Address Scirh.,e-
Lot# `� Telephone#(5 O9)'�C?--:7+-35�
Installer's Name CAW f, Mr Wj Designer's Name n S
i �tiLG � ''r V-0 L Cs,
Address ! -C - X41 P&IC' Address
Telephone# Telephone# 4-7 7_-
Type of Building R-,e S JLA h_t^cat rt 1 �`��`. l Lot Size sq.ft.
Dwelling-No.of Bedrooms Z Garbage grinder ( )
Other-Type of Building A No.of persons Showers ( ),Cafeteria ( )
Other Fixtures N
Design Flow (min.required) T J gpd Calculated design flow Z2b Design flow provided `3 gpd
Plan: Date 3 It g I y 6- Number of sheets 3 Revision Date
Title ?P ,;0o S..pA ty c s7 � Hti. �jo q �� u�- �Ivs.� Si- W .'
Description of Soil(s) Z O -1 Z"/�:�-S i Z" L L
p Fs ,e Tim- , -3 13; S
Soil Evaluator Form No. Name of Soil Evaluator 1 c��'itc<v�l-i�¢ Date of Evaluation 7.7 L
DESCRIPTION OF REPAIRS OR ALTERATIONS
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agrees to not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health.
Signe Date . Z/ 20i '
Inspections
No. _ � :J FEE
{ board of Health, �afr\5 .b�-( MA.
t
APPLICATION FOP DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to-Construcr(ri.) Repairlk Upgrade Abandon O A.Complete System ❑Individual Components
Location 4 o 4 P IJ M s nr--e — W .Rja,c A Owner's Name C1AwG,0 ro W�C
Map/Parcel# y^'�A l fltp �f ct� �. Address Sgyv�e
Lot# Telephone#(5-09) 3 6 Z 7/-357{'
xInstaller's Name f Designer's Name
Address ( 3_ — G AA+ 4/1C 14 Address n W`C� 1Z9 C'C_s
Telephone# Telephone# UV1 +77— 1 MY+ O 2-(o+'+
Type of Building l Ze 5" C U In +c e,1 — St rt c,k L' �=-L' Lot Size sq.ft.
Dwelling-No.of Bedrooms y Garbage grinder( )
Other-Type of Building A No.of persons Showers ( ),Cafeteria ( )
Other Fixtures N A
Design Flow (min.required) -4 Ay gpd Calculated design flow 22-0 Design flow provided 1>4Z-`l gpd
Plan: Date 1 1 9 0 A' Number of sheets 3 Revision Date
Title t% c 57 S V& 9 'C'c+,AC , 4-04- Ftv,,, �4-, W , k� A-'C D LC MA
Description of Soil(s)rt�"- � a 'l� �ttE :�-S � IS,t 3� tt ELS �3411 -9(04c. rs 1`�-Z 0 -IZr'A LS�►Z"_-32"(34 1.
Soil Evaluator Form No. Name of Soil Evaluator Peer Mc F n1-4X Date of Evaluation �) 2 9 F
Z1 -10 �-
DESCRIPTION OF REPAIRS OR ALTERATIONS
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agrees to not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health.
j, Sign m Date zs 7eex
Inspections
1 .
No. a Oo — v� -
COMMONWEALTH Of MASSACHUSETTS FEE
Board of Health, a✓-v%5 t c..L.7\ MA.
r CERTIFICATE Of COMPLIANCE
Description of Work: ❑Individual Component(s) Complete System 2
The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired (�C,Upgraded ( ),Abandoned ( )
by: C�68 r IR I M e r r,
at uW 0), L w. �� kle
has been installed in accordance with the ovis'ons of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to
application No. ?UU U-�3�, dated 1d d L' Approved Design Flow eZ d (gpd)
t
Installer 1 I
Designer: Inspector: Date:
The issuance of this permit shall not be construed as a guaran ee that the system will function as designed.
No. G^� `l FEE
COMMONWFALT14 ®F MASSACHUS ETTS
Board of Health, ,3 G�ti j � MA.
LDISPOSAL SYSTEM CONSTRUCTION PERMIT
F
ission(is hereby granted to; Construct( )(,�lRepair V_ Upgra e( ) ``Abandon( ) an individual sewage disposal system
q0 �`l�7'�l ` "" ' <�Q as described in the application for
sal System Construction Permit No. dated
ded: Construction shall be completed hin three years of the da of thi &rlLIlocal conditions must be met.
�` n/
Rev.5/96 A.M.Sulkin Co.Boston,MA Date Board of Health
i
TOWN OF BARNSTABLE
LOCATION f SEWAGE # -- 6
i VII,LAGE �E ASSESSOR'S MAP& LOT f
INSTALLER'S NAME&PHONE NO.
�f-l►9 P l lc�1'�t E fc?P•1 d�q Soda ��--y�7�
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type (size) ( f o l
(size) /1.�s y/3 L.
NO, OF BEDROOMS
BUILDER OR�
PERMIT DATE:
�6 _COMPLIANCE DATE: d '
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 1 Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leachingfacility)tY) _Ind Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility)
Furnished by� Feet
i
VIE It
t
5 l tr
to
� b
g7
a� ..
1, NOTE: TO PREVENT BREAKOUT, THE PROPOSED
TOP OF FOUNDATION u
EL.=104.40 FINISH GRADE SHALL NOT BE < EL:103.88
FOR A DISTANCE OF 15' AROUND THE
F.G. EL:i105.0 FINISH GRADE = 105.0 PERIMETER OF THE S.A.S.
EL.103.St F.G. EL. F.G. EL.103.3t
F-4
MAINTAIN 2% MIN SLOPE OVER LEACHING AREA36"MAX. COVER
PROVIDE 20" RISER WCOVER OVER 12.5' x 37.0' LEACHING FIELD W/3-4"
INSTALL RISERS OVER INLET & OUTLET / OUTLET PIPES SET LEVEL
" TO WITHIN 6" OF FINISH GRADE PUMP TO WITHIN 6" OF FINISH GRADE OVER FIRST 2 FEET H 40 PERF PVC DISTRIBUTION LINE
L =7,(MAX) S
4" SCH 40 PVC ENDS TO BE CAPPED
4, L=45, L =10' -
gCH 40 Pv ""' s,
r 4" SCH 40 PVC 2 MAIN ® S- 1% (MIN.) DEPTH
fNV.=101.9tJ ° (MtN )% t4• ® S= 1� (MIN.) FORGE I SLOPE OF PERF. PIPE = 0.5% I INV. EL.=103,20(END)
EXISTING IN CELLAR TEE'S ARE TO BE 0 D-BOX rr
4" SCH 40 PVC INV.=99.75* 24" INV.=103.72 37.0' EFFECTIVE LENGTH
<..s ` PROPOSED 1500 GALLON 12" (MIN) INV.ELEV.=103.38
• PUMP OFF
T INV.=99. INV.=103.55
PLUMBING MODMODIFICATIONSEP IC TANK 65* e" SOIL ABSORPTION SYSTEM P OFILE
CONNECT SEWER NO.2 TEE SHALL NOT EXTEND -
FLOW TO SEWER NO.1 INV.=99.40* BELOW FLOW LINE
N.ts.
GAS BAFFLE TO BE INSTSALLED ON
OUTLET TEE AS MANUFACTURED BY 1000 GALLON PUMP CHAMBER
TUF=TITE, ZABEL, OR EQUAL LAYER OF
1
(See Pump Detail, Sheet 3 of 3) /8'-1/2" DOUBLE
BREAKOUT ELEV.=103.88 - WASHED STONE
INV.=100.00*
*INVERT ELEVATIONS TO SETPTIC TANK AND SEPTIC TANK, PUMP CHAMBER & D-BOX SHALL BE SET LEVEL AND 3/4"-1 1/2" DOUBLE
PUMP CHAMBER MAY VARY DEPENDING ON TRUE TOGRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED BOTTOM ELEV.=102.7 WASHED STONE
WHERE CONNECTION TO EXISTING SEWER IS STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 2' 11 4.25' 4.25' 2'
MADE. INVERTS SHOWN ARE BASED UPON 4' MIN. ABOVE BOTTOM OF
A CONNECTION JUST OUTSIDE THE CELLAR SEPTIC SYSTEM PROFILE T.P. EXCAVATION OR G.W. 12.5' EFFECTIVE WIDTH
WALL AND A 4% SLOPE TO THE SEPTIC TANK.
FOR CONNECTION AT ANOTHER LOCATION, THE
CONTRACTOR SHALL MAINTAIN THE MINIMUM HIGH G.W. EL: 96.9 _ SOIL ABSORPTION SYSTEM (SECTION)
REQUIRED PIPE SLOPES AND ADJUST INVERTS N.T.S.
N.T.S.
ACCORDINGLY.
DESIGN CRITERIA
BUOYANCY CALCULATIONS SOIL LOG NUMBER OF BEDROOMS: 2 BEDROOMS �� �F �ASsq�y
N.TB SOIL TEXTURAL CLASS: CLASS I G
SEPTIC TANK PUMP CHAMBER T.
DATE: FEBRUARY 4, 2004 DESIGN PERCOLATION RATE: 5 MIN/IN McENT EE
SOIL EVALUATOR: PETER MCENTEE PE, CSE DAILY FLOW: 220 G.P.D. CIVIL
BOTTOM OF SEPTIC TANK EL.= 95.46 BOTTOM OF PUMP CHAMBER EL.= 95.15 INSPECTOR: DAVID STANTON-HEALTH AGENT DESIGN FLOW: 330 G.P.D. _. No. 35109
HIGH GROUNDWATER EL.=96.9 HIGH GROUNDWATER EL.=96.9 BARNSTABLE B.O.H. GARBAGE GRINDER: NO iSjE`�`�D
BUOYANCY FORCE PER FOOT OF DEPTH: BUOYANCY FORCE PER FOOT OF DEPTH: PROPOSED SEPTIC TANK: 1500 GAL. CAPACITY S$
5.88' x 9.96' x 1.0' x 62.41bs/cu.ft. = 3654.4 Ibs/ft 5.5' x 8.4' x 1.0' x 62.41bs/cu.ft. = 2882.9 Ibs/ft Elev. TP- 1 Depth TP- 1 Depth
MAXIMUM DISPLACEMENT= 96.90'-95.46'= 1.44' MAXIMUM DISPLACEMENT= 96.90'-95.15'= 1.75' �_ Elev. PROPOSED PUMP CHAMBER: 1000 GAL, CAPACITY
MAX. UPLIFT PRESSURE = 1.44' X 3654.4 Ibs/ft = 5262.3 Ibs. MAX. UPLIFT PRESSURE = 1.75' X 2882.9 Ibs/ft = 5045.1 Ibs. 99.9 A 0 100.3 A OP
WEIGHT OF EMPTY SEPTIC TANK = 11,469 Ibs. WEIGHT OF EMPTY PUMP CHAMBER = 8806 Ibs. LOAMY SAND LOAMY SAND LEACHING AREA REQUIRED: (330) = 445.9 S.F.
WEIGHT OF FILL (COVER) OVER SEPTIC TANK: WEIGHT OF FILL(COVER) OVER PUMP CHAMBER: 10YR 2/3 10YR 2/3 .74
5.88' x 9.96' x 2.5' (approx.) x 110 Ibs/cu.ft. = 16,105 Ibs. 5.5' x 8.4' x 2.5' (approx.) x 110 Ibs/cu.ft. = 12,705 Ibs. 98.4 B 18 99.3 B 12"
TOTAL COUNTER WEIGHT = 11,469 Ibs + 16,105 Ibs =27,574 Ibs TOTAL COUNTER WEIGHT= 8806 Ibs + 12,705 Ibs =21,511 Ibs LOAMY SAND LOAMY SAND 12.5' x 37 0' LEACHING FIELD W/3-4"
27,574Ibs > 5262 Ibs O.K. 21,511 Ibs >5045 Ibs O.K. 10YR 6/8 1OYR 6/8 SCH 40 PERF PVC DISTRIBUTION LINES
96 9 C- MOTTLING 36„ 97.5 C p RC BOTTOM AREA = TOTAL AREA: 12.5' x 37' = 462.5 S.F.
44" DESIGN FLOW PROVIDED: 0,74(462.5) = 342.3 G.P.D.
DOSING & STORAGE REQUIREMENTS 95.9 -STANDING 48" g5.3 = MOTTLING so"
DAILY FLOW: 330 GPD FINE PROPOSED SEPTIC SYSTEM UPGRADE
FINE SAND
DOSING REQUIRED: 4 CYCLES/DAY (SAND) 2.SAND
5Y 5/
330 _ 4 = 82.5 GALLEONS/CYCLE 2.SY 5/3 3 404 PLUM STREET, WEST BARNSTABLE, MA
DISTANCE REQUIRED BETWEEN PUMP 96.9 95.9 ';z7 -WEEPING 72"
ON AND PUMP OFF FLOATS: are or: war
" P
Pre d f Edward Crowley, 404 Plum Street, West Barnstable, MA
82.5 GAL/CYCLE - 250 GAL/FT = 0.33 FT/CYCLE 91•9 96" 92.3 96 y
STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS PERC RATE 5 MIN/IN. ("C" HORIZON) Engineering by: Surveying by: SCALE DRAWN JOB. N0.
STORAGE PROVIDED: MAXIMUM SEAONAL HIGH GROUNDWATER AT Engineering Works HOOD SURVEY GROUP N.T.S. P.T.M. 14-04
INV.(IN) EL: 99.65 - PUMP ON EL: 96.40 = 3.25' 12 West Crossfield Road 18 Route 6A
STORAGE PROVIDED = 3.25' X 250 GAL/FT = 812.5 GALLONS EL:96.9 AS DETERMINED BY SOIL MOTTLING Forestdole, MA 02644 Sandwich, MA 02563 DATE CHECKED SHEET NO.
(508) 477-5313 (508) 888-1090 5/22/04 P.T.M. 2 of 3
INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING PROVIDE WATERTIGHT CONCRETE RISER
•� A
WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM WITH SECURED COVER TO GRADE
FLOAT TO GP 2000 HIGH WATER ALARM PANAL ON 10'-2.5"
CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. & LIQUID—TIGHT
4 JUNCTION BOX CORROSION RESISTANT
LQUID—TIGHT CABLE CONNECTORS SUPPORTED r------- ----------I
HOISTING CABLE 709 STAINLESS STEEL BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE I I
1/8" DIAMETER. / 1,760 LB. STRENGTH. WATERTIGHT
2"BALL VALVE w/ UNIONS SCH. 80 PVC B I I B
GEORGE FISHER CO. MODEL NO. 560 _ _
4"SCH. 40 2"SCH. 40 DISCHARGE TO D—BOX I I / I I
FROM TANK � I �_i � � �_� I
ALARM ON EL: 97.40 2"SCH. 40 TEE w/ CLEAN—OUT CAP
INV.(IN) I I
EL: 99.65 7PUMP ON EL: 96.40 PROVIDE 1/4" WEEP HOLE IN DISCHARGE
PUMP OFF EL: 96.07 24' �, PIPE FOR SELF—DRAINING FORCE MAIN L------------------I
BOTTOM OF 12
g 2" BALL CHECK VALVE SCH. 80 PVC _
PUMP CHAMBER 100 P.S.I. FLOWMATIC MODEL No. 208S A J
ELEV.= 95.15
PROVIDE 2— WIDE ANGLE FLOATS: 2" SCH. 40 PVC DISCHARGE PIPE PLAN
FLOAT NOA: PUMP ON/OFF (BARNES 073618) 4" Dia. Inlets 4" Dia. Outlets
6'-1.5"
FLOAT NO.2: ALARM ACTIVATION (BARNES 073612) BARNES SE411 PUMP .4 H.P. 115 V 4" 71
2' DISCHARGE PASSING 2" SOLIDS
PUMP CHAMBER, PUMP & ACCESSORIES AVAILABLE AS A UNIT 0 0
THROUGH WIGGEN PRECAST CORP., BOURNE MA. (800) 564-6774
PUMP & ACCESSORIES AVAILABLE THROUGH WILLIAMSON ELECTRIC (781) 444-6800
67,5"
63.5" 63.5"
PUMP DETAIL 54.5" 48" Liquid Level 51.5" (Np )
A<� N.T.S.
71
r---------------I
I
9 I I 9 r 9'-1 1.5" � . 5'-10.5..
SECTION B-B SECTION A-A
I t NOTES:
I I 1. ALL PIPING JOINTS SHALL BE MADE WATERTIGHT.
2. 1500 GALLON CAPACITY (H-10)
A cl 1500 GALLON MONOLITHIC SEPTIC TANK
4" Dia. Inlets PLAN 5-6.5
4.. 4" Dia. Outlets N.T.S.
I)F �qsS
O O
o�' PETER T.
s o M cEN TEE
7.5" N
U CIVIL
63.5" 63.5" 3" No. 35109
54.5" 48 Liquid Level 51.5" (TYP.) �9 R£PSIE���
3" (3) 5" 'DIA.OUTLETS
8'-0.5' 5—2.5 2" FORCED INLET Jy
W/ VERTICAL TEE t5 112• 4" GRAVITY 1 12"
SECTION B—B SECTION A—A GUTLET(TYP.) U
PROPOSED SEPTIC SYSTEM UPGRADE
NOTES: 2" 404 PLUM STREET, WEST BARNSTABLE, MA
1. ALL PIPING JOINTS SHALL BE MADE WATERTIGHT. NOTE: BOTTOM OF TEE SHALL NOT
EXTEND BELOW FLOW LINE. pared ared for: Edward Crowley, 404 Plum Street, West Barnstable, MA
2. 1000 GALLON CAPACITY (H-10) Engineering by: Surveying by: SCALE DRAWN JOB. NO.
DISTRIBUTION .BOX Engineeringl�orks HOOD SURVEY GROUP N.T.S. P.T.M. 14-04
1000 GALLON MONOLITHIC PUMP CHAMBER
12 West Crossfield Rood 18 Route 6A
N.T.S. Forestdole, MA 02644 Sandwich, MA 02563 DATE CHECKED SHEET N0.
N.T.S. (508) 477-5313 (508) 888-1090 5/22/04 P.T.M. 3 Of 3
LEGEND
y1IV?C' " 99 PROPOSED CONTOUR y F sy
LOCUS
99 PROPOSED SPOT GRADE
MAINTAIN 15'BREAKOUT �
5ETBACKTO EL: 102.1 EXISTING CONTOUR a
TOE OF 5LOPE 5HALL BE NO LE55 " 1 1 ----''
THAN 5 FEET FROM PROPERTY UNe. 110 EXISTING SPOT GRADE ce°
STRIPOUT 4 POLY BARRIER
O (See NOTES I 1 4 12) TEST PIT Sr�N�t Church S+
0 N27909'1 17°� W EXISTING UTILITY SERVICE
1 83
02 83'(CALC) (W-Water, G-Gas, OHW-Overhead Wires)
n4 6
1 T
in _= 3> 2 EXISTING TREE
27
<o LOCUS MAP N.T.S.
704 � N
0 P ED ' / GENERAL NOTES:
5EWER NO.1 g 0 CHA�ABER J / ! BENCHMARK-i : 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
PLOW TO DUSTING CESSFOO
(TO BE PUMPEWCOLLAPSED) o�, 5TAKE 5E7 BOARD OF HEALTH AND THE DESIGN ENGINEER.
EL:100.00 (A55UMED DATUM) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
N o 0 0 � /�S W OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
TANK1 LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW:
0 VARIANCE REQUEST TO LOCAL 150 FT., WELL TO S.A.S.. SETBACK.
FLOW ,- A 50 foot variance is requested to well on subject site for a
00 >\ J� 100 foot setback.
__-- _ ! / / !' h 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
SEWER NO.2 101-- --TREE CLU R BENCHMARK 2: TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
CESSPOOL LOCATIONS / CONCRETE LANDING DESIGN ENGINEER.
UNKNOWN `h C i 2 _ EL:98.90 (AT DOOR) 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
/ FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
/ ENGINEER BEFORE CONSTRUCTION CONTINUES.
�PoL ' HOU5E 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
' , No.390 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
/ EXIST. EXIST. THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
/ I I WELL ram` WELL HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
EXIST 8Eb�0 Il \� 7. WATER SUPPLY PROVIDED BY PRIVATE WELL.
,US (No.
CO GE �KN 19G- 14G T.O.F.- 104.40 / 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 100' OF THE S.A.S.
Q o 424 28.I G0-+ SF (CALC) it u, u,, //l 0 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
-� 1 I " TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
104 O 1p I 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
EXIST 1 j THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
WELL CONSTRUCTION.
_ 149.1 2'(CALC) 1 1 1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
N 15°)2'30"E ��. IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S.
—5
�� AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3).
PLUM 51 �\E 12. A 40 MIL POLY LINER BREAKOUT BARRIER SHALL BE INSTALLED AT
(VARIABLE WIDTH) lO5 THE STRIPOUT LIMIT AND EXTEND VERTICALLY FROM ELEVATIONS
OF
s9�Mgs�9� OF Mgs 104.0 TO 102.7. THE LINER SHALL WRAP THE ENTIRE S.A.S.
RICJARD PETER T.
McENTEE PROPOSED SEPTIC SYSTEM UPGRADE
D cD
o
NoN005031 0 No CIVIL N 404 PLUM STREET, WEST BARN-STABLE, MA
/SZE`��`� Prepared for: Edward Crowley, 404 Plum Street, West Barnstable, MA
LAND / SSI h G Engineering by: Surveying by: SCALE DRAWN JOB. NO.
LH Engineering Works HOOD SURVEY GROUP 1"=30' P.T.M. 1 4-04
12 West Crossfield Road 18 Route 6A DATE CHECKED SHEET N0.
Lj Forestdale, MA 02644 Sandwich, MA 02563
(508) 477-5313 (508) 888-1090 5/22/04 P.T.M. 1 Of 3
' NOTE: TO PREVENT BREAKOUT, THE PROPOSED
TOP OF FOUNDATION FINISH GRADE SHALL NOT BE < EL:103.88
EL=104.40
7
FOR A DISTANCE OF 15' AROUND THE
F.G. EL:1 105.0 FINISH GRADE = 105.0 PERIMETER OF THE S.A.S.
EL.103.5t F.G. EL.103.3t F.G. EL.103,3t MAINTAIN 2% MIN SLOPE OVER LEACHING AREA
A �- N 36"MAX. COVER
PROVIDE 20" RISER W/COVER OVER 12.5' x 37.0' LEACHING FIELD W/3-4"
INSTALL RISERS .OVER INLET & OUTLET OUTLET PIPES SET LEVEL
PUMP TO WITHIN 6" OF FINISH GRADE OVER FIRST.2 FEET SCH 40 PERF. PVC DISTRIBUTION LINES
TO WITHIN 6" OF FINISH GRADE L =7'(MAx) ENDS TO BE CAPPED
4" SCH 40 PVC
L=45, L = 40t�VC s ® S= 1% I DEPIHF"
10'
4" SCH 40 PVC ` " "
2, SCN (MIN.)
INV.=101.9t / " OS=2% ® S= 1% (MIN. ORCE p�N WFP�ERMPIPE = 0.5% �INV. EL.=103,20(END)
J (MIN.) ia" ) F ���37�EFFPE
IEXISTING IN CELLAR A" TEE'S ARE TO BE ° D-BO4" SCH 40. PVC INV.=99.75+ 24" INV.=103;72 .0' CTIVE LENGTH
•::4::: PROPOSED 1500 GALLON 12" (MIN) INV.ELEV.=103.38
PLUMBING MODIFICATION SEPTIC TANK INV.=99.65+ PUMP OFF 8 INV.=103.55 SOIL ABSORPTION SYSTEM (PROFILE)
CONNECT SEWER N0.2 TEE SHALL NOT EXTEND -
FLOW TO SEWER NO.1 - N.T.S.
GAS BAFFLE TO BE INSTSALLED ON INV.=99.40* BELOW FLOW LINE
OUTLET TEE AS MANUFACTURED BY 1000 GALLON PUMP CHAMBER
TUF-TITE, ZABEL, OR EQUAL � 2" LAYER OF
(See Pump Detail, Shek 3 of 3) 1/8"-1/2" DOUBLE
BREAKOUT ELEV.=103.88 - WASHED STONE
INV.=100.00*
*INVERT ELEVATIONS TO SETPTIC TANK AND SEPTIC TANK, PUMP CHAMBER & D-BOX SHALL BE SET LEVEL AND
PUMP CHAMBER MAY VARY DEPENDING ON TRUE TOGRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED BOTTOM ELEV.=102.7 WASHED
1/2" DOUBLE
W
WHERE CONNECTION TO EXISTING SEWER IS STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 2' 4.25' 4.25' 2'
WASHED STONE
MADE. INVERTS SHOWN ARE BASED UPON 4' MIN. ABOVE BOTTOM OF
A CONNECTION JUST OUTSIDE THE CELLAR SEPTIC SYSTEM PROFILE T.P. EXCAVATION OR G.W. 12.5' EFFECTIVE WIDTH
WALL AND A 4% SLOPE TO THE SEPTIC TANK.
FOR CONNECTION AT ANOTHER LOCATION, THE
CONTRACTOR SHALL MAINTAIN THE MINIMUM HIGH G.W. EL: 96.9 _ SOIL ABSORPTION SYSTEM (SECTION)
REQUIRED PIPE SLOPES AND ADJUST INVERTS N.T.S. i
N.T.S.ACCORDINGLY.
DESIGN CRITERIA
SOIL LOG NUMBER OF BEDROOMS: 2 BEDROOMS �P��� OF MgSJ9�/r
BUOYANCY CALCULATIONS N.T.: SOIL TEXTURAL CLASS: CLASS I
o PETER T. s
SEPTIC TANK PUMP CHAMBER DATE: FEBRUARY 4, 2004 DESIGN PERCOLATION RATE; 5 MIN/IN MCENTEE
SOIL EVALUATOR: PETER MCENTEE PE, CSE DAILY FLOW: 220 G.P.D. o CIVIL
BOTTOM OF SEPTIC TANK EL.= 95.46 BOTTOM OF PUMP CHAMBER EL.= 95.15 INSPECTOR: DAVID STANTON-HEALTH AGENT DESIGN FLOW: 330 G.P.D. No. 35109
HIGH GROUNDWATER EL.=96.9 HIGH GROUNDWATER EL.=96.9 BARNSTABLE B.O.H. GARBAGE GRINDER: NO IISjEFt�O
BUOYANCY FORCE PER FOOT OF DEPTH: BUOYANCY FORCE PER FOOT OF DEPTH:
5.88' x 9.96' x 1.0' x 62.41bs/cu.ft. = 3654.4 Ibs/ft 5.5' x 8.4' x 1.0' x 62.4 Ibs/cu.ft. = 2882.9 Ibs/ft Elev. TP- 1 Depth TP- 1 Depth PROPOSED SEPTIC TANK: 1500 GAL. CAPACITY SSf 1N��
�_ Elev. PROPOSED PUMP CHAMBER: 1000 GAL, CAPACITY
MAXIMUM DISPLACEMENT= 96:90'-95.46'= 1.44' MAXIMUM DISPLACEMENT= 96.90'-95.15'= 1.75' �
MAX. UPLIFT PRESSURE = 1.44' X 3654.4 Ibs/ft = 5262.3 Ibs. MAX. UPLIFT PRESSURE = 1.75' X 2882.9 Ibs/ft= 5045.1 Ibs. 99.9 A 0' 100.3 0" f 2 \_
WEIGHT OF EMPTY SEPTIC TANK = 11,469 Ibs. WEIGHT OF EMPTY PUMP CHAMBER = 8806 Ibs. LOAMY SAND A LOAMY SAND . LEACHING AREA REQUIRED: (330) = 445.9 S.F. ` Z
WEIGHT OF FILL (COVER) OVER SEPTIC TANK: WEIGHT OF FILL(COVER) OVER PUMP CHAMBER: 10YR 2/3 10YR 2/3 .74 7�
5.88' x 9.96' x 2.5' (approx.) x 110 Ibs/cu.ft. = 16,105 Ibs. 5.5' x 8.4' x 2.5' (approx.) x 110Ibs/cu.ft. = 12,705 Ibs. 98.4 B 18" 99.3 B 12"
TOTAL COUNTER WEIGHT = 11,469 Ibs + 16,105 Ibs =27,574 Ibs TOTAL COUNTER WEIGHT = 8806 Ibs + 12,705 Ibs =21,511 Ibs LOAMY SAND LOAMY SAND 12.5' x 37.0' LEACF ING FIELD W/3-4'
27,574 Ibs > 5262 Ibs O.K. 21,511 Ibs >5045 Ibs O.K. 1OYR 6/8 1CYR 6/8 SCH 40 PERF PVC DISTRIBUTION LINES
96.9 C- MOTTLING 36 97.5 C 32 BOTTOM AREA = TOTAL AREA: 12.5' x 37' = 462.5 S.F.
PERC
{ 44" DESIGN FLOW PROVIDED: 0.74(462.5) = 342.3 G.P.D.
DOSING & STORAGE REQUIREMENTS 95.9 STANDING 48" g5.3 - MOTTLING 60"
DAILY FLOW: 330 CGPDLE FINE PROPOSED SEPTIC SYSTEM , UPGRADE
DOSING .REQUIRED: 4 CYCLES/DAY (SAND) SAND FINE SAND
330 - 4 = 82.5 GALLLONS/CYCLE Z.SY5/3- 2.5Y5/3 404 PLUM STREET, WEST BARNSTABLE, MA
DISTANCE REQUIRED BETWEEN PUMP 96.9 95.9 WEEPING 72"
ON AND PUMP' OFF FLOATS: 91.9 96" 92.3 Prepared for: Edward .Crowley, 404 Plum Street, West Barnstable, MA
82.5 GAL/CYCLE - 250 GAL/FT = 0.33 FT/CYCLE 96
STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS PERC RATE 5 MIN/IN. ("C" HORIZON) Engineering by: Surveying by: SCALE DRAWN JOB. N0.
STORAGE PROVIDED: Engineering Works HOOD SURVEY GROUP N.T.S. P'.T.M. 14-04
INV. IN EL: 99.65 PUMP ON EL: 96.40 = 3.25' MAXIMUM SEAONAL HIGH GROUNDWATER AT 12 West Crossfield Road 18 Route 6A
( ) DATE CHECKED SHEET NO.
STORAGE PROVIDED. = 3.25' X 250 GAL/FT = 812.5 GALLONS EL:96:9 AS DETERMINED BY SOIL MOTTLING Forestdale, MA 02644 Sandwich, MA 02563
(508) 477-5313 (508) 888-1090 5/22/04 P.T.M. 2 Of 3