HomeMy WebLinkAbout0148 KATHERINE ROAD - Health 148 Katherine Rd., Centerville
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05-10-2000 12:45PM FROM SWEETSER ENGIP,IEERING TO 7901694 P 01
CRAIG R. SHORT, P. E.
235 Great Westem Road
P.O. Box 1044 Telephone(508)39"311
South Dennis, MA 02660 Fax (508)398-3063
PROFESSIONAL CIVIL ENGINEER, SOIL EVALUATOR, SEPTIC INSPECTOR
SEPTIC SYSTBA DESIGNS, COASTAL&BUILDING DESIGNS
TO; Tom McKean
Health Director
Barnstable Board of Health
367 Maize Street
Hyannis, MA 02601
RE: CERTIFICATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEM
LOCATION OF SYSTEM: 149 Katherine Road
CLIENT:Gerald D'Ambrosio
PLAN DATE: 3/30/00
FILE 0: 1-862
DATE(S)OFTYPE OF INSPECTIONS,
5/8/00 Inspect Overdig
519100 Inspect Septic System, including pipes and measurements for As-Built
1, Craig R. Short, Civil Engineer, duly licensed as such in the Commonwealth ofMassachuserts, do
hereby certify that this firm has visually inspocted the constructed subsurface sewage disposal
system shown on the referenced approved plan., and further certify that the system, as constructed
and shown on the attached As-Built, generally conforms within acceptable tolerance to the
regulations, as varied, set forth in 310 CMR 15.000 and the Town of Barnstable Board of Health
•s•.: .Regulations with variances obtained on 4/24/00 from Barnstable Board of Health.
/C5c"g RSjcort,P.E.,Engineer Date'
il,t �F�d � Client D'Ambrosio
+ � Contractor: William E. Robinson
Barnstable Conservation Comaussion
File
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EV. LJ 10' DISTRIBUTION
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ELEV � 9S� in TO BE WATER TESTED SYS.1.�
0 3/4' TO 1 1/2'
CHECK WASHED STOtdE
VALVE
OUTLET (TO BE PLACED ON FIRM BASE) CT""�C�' l U:
14IlNCHES 1500 GALLON OBSERM
PUMP
2 INCHES SEPTIC TANK
INCHES CHAMBER A M B E R PUMP CHAMBER
29
34 INCHES ELEV. AT INVERT INLET 'ra ' $ REQUIRED
ELEV. AT ALARM ON VOLUME P
ELEV. AT PUMP ON o VOLUME 0
3)EWAGE DISPOSAL SYSTEM PROFILE . LEV. ATPN � TOTAL MIN
NOT TO SCALE 8 PUMP cHAwBER S
BOTTOM OF OUTSIDE PUMP CHAMBER STORAGE
_ATIONS: 7 w
1000 GALLON PUMP CHAMBER '� PUMP AND ALARM 'A
Las
WEIGHT OF WATER DISPLACED ,, °�� ALARM IS AHTO K BE 0
PI
tER WEIGHT.OF .TANK PER MANUFACTURER-kd.v @D (p nAND HAVE 0 ML PC
WEIGHT OF w�1
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OFFICE OF
!' BARTSTA2L : BOARD OF HEALTH
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%639. $� 367 MAIN STREET
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HYANNIS, MASS. 02601
May 4, 2000
Craig R. Short, P.E.
P. O. Box 1044
South Dennis, MA 02660
RE: 148 Katherine Road, Centerville
Dear Mr. Short:
You granted variances on behalf of your client, Gerald D'Ambrosio, to construct
an onsite sewage disposal system at 148 Katherine Road, Centerville. The
variances granted are as follows:
Part VIII, SECTION 10.00: To construct a soil absorption system 79 feet away
from a wetland, in lieu of the minimum 100 feet
separation distance required.
Part VIII, SECTION 1.00: To install a septic tank 50 feet away from a
wetland, in lieu of the minimum 100 feet separation
distance required.
310 CMR 15.248: To design a replacement septic system without
providing any area for a future reserve soil
absorption system.
These variances are granted with the following conditions:
(1) The septic system shall be constructed in strict accordance with the
submitted plans dated March 30, 2000.
(2) The designing engineer shall supervise the construction of the septic
system and shall certify in writing to the Board that the system was
installed in strict accordance with the plans dated March 30, 2000.
short1
(3) The existing cesspools shall be disconnected, pumped, and filled-in with
' soil.
(4) The property is restricted to four (4) bedrooms maximum. No additional
bedrooms are authorized. Dens, study rooms, finished attics, sleeping
lofts, and similar-type rooms are considered "bedrooms" according to MA
Department of Environmental Protection.
These variances were granted because the new septic system will replace
cesspools which are currently located closer to the wetland and are in all
probability, sitting in the groundwater table. Therefore, it is believed, the new
system will alleviate a source of pollution to the wetland and to the groundwater
in this area.
Sincerely yours,
Susan G. Rask, R.S.
Chairman
Board of Health
Town of Barnstable
RAM/bcs
shortl
AsBuilt Page 1 of 2
TOWN OF BARNSTABLE GpC-s
I LOCATION 1WW- Roan SEWAGE li a000_aS5
VILLAGE_,. CC J 11R-V i 1 L6 _ASSESSOR'S MAP&LOT
INSTALLER'S NAME&PHONE NO. WM E'PA6'.4JorJ .5cp�k 77 S?7?te
SEPTIC TANK CAPACITY t Soo y
LEACHING.FACILPIY: (type) i�J N +&4 fa j2 � (size) .I l y'(tom"
j NO.OF BEDROOMS,
BUILDER OR OWNER U'r vyl O 5 iS
PERMITDATE: UP( COMPLIANCE COMPLIANCE DATE: I9 I a6vt)
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
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LOCATION XA Akrz 1 ry.C-- 2[vay SEWAGE # -1000-aS'S
VILLAGE_ C�►N�E2v i LE ASSESSOR'S MAP LOTMRnQ��
INSTALLER'S NAME&PHONE NO. LUM E 77S-T-7?4—
SEPTIC TANK CAPACITY I Sop
LEACHING FACILITY: (type) i_�1�i �+2��'a(�,�_ (size) i I'34-A
NO. OF BEDROOMS
BUILDER OR OWNER A o => >•$
PERMITDATE: COMPLIANCE DATE:/21.16,-n
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
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Member ASCE
CRAIG R. SHORT, P.E.
P.O.BOX 1044
SOUTH DENNIS.MA 02660 cIV;I_ .`= L008_/�e k'Ary4ffR/A/0- 74
No.2i4a3
Professional Civil Engineer•Soll Evaluator 04 '
Ucensad Construction Supervisor•Septic Inspector s fG!$T:4tta��J �I'�WN:
Septic•51te Piers 9 Shvrfuraq HnrnigR'C1Msiens �N Vol` " " DA,rI� shc/e3 n r, it r ri i-A�
COMDIOI�A'EALTH OF MASSACHUSETTS
_ EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
0 V
ONE 'WINTER STREET, BOSTON MA 02108 (617) 292-5500
TRUDY CORE
Secretary
ARGEO PAUL CELLUCCI DAVID B. STRUHS
Governor Commissioner
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION
Property Address: 14.8 Katherine -�d. Name of Owner Gerald. DAmbros io
Centerville Address of Owner- 4.2 Lawndale Rd., Stoneham. MA
Date of Inspection:_`�7-3
Name of Inspector:(Please Print)
I am a DEP approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000)
Company Name:
Mailing Address:
Telephone Number:
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 sew ge disposal systems. The system:
zPasses
_ Conditionally Passes
_ Needs Further Evaluation By the Local Approving Authority
_ Fails
Inspector's Signature: 4�_z 1/��. ✓y Date:
The System Inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within thirty(30) days of
completing this inspection. 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.
NOTES AND COMMENTS /
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y.
revised 9/2/98 Pagel of11
..
- ;� Primed on Recycled Paper
` SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
-�ropertyAddress:148 Katherine Rd.. , Centerville
*awrw: Gerald. DAmbrosio
Date of Inspection:
INSPECTION SUMMARY: . Check A, B, C, or D:
A. SYS PASSES:
I have not found any information which indicates that any of the failure conditions described in 310 CMR 15.303 exist. Any failure
criteria not evaluated are indicated below.
COMMENTS:
B. S, STEM CONDITIONALLY PASSES:
One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upon
ompletion of the replacement or repair, as approved by the Board of Health, will pass.
Indicate ye , no, or not determined (Y, N, or NO). 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
Compliance (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 complying septic tank as
approved by the Board of Health.
_ Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s)
or due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of
Health).
broken pipe(s) are replaced
obstruction is removed
distribution box is levelled 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
revised 9/2/98 Page 2of11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
�Prop"Address: 148 Katherine Rd.. , Centerville
Owner: Gerald. DAmbrosio
Date of Inspection:
C. RTHER 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.
11 SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES IN ACCORDANCE WITH 310 CMR 15.303(1)(b)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 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 ANY)DETERMINES THAT THE SYSTEM IS
FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT:
The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or
tributary to a surface water supply.
The system has a septic tank and soil absorption system and the SAS is within a Zone I of a public water supply well.
— The system has a septic tank and soil absorption system and the SAS 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 presence of ammonia nitrogen and nitrate nitrogen is equal to or less
than 5 ppm. Method used to determine distance (approximation not valid).
3) THER
revised 9/2/98 Page 3of11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
*Prop"Address:. 148 Katherine Rd.. , Centerville
Owner: Gerald. DAmbros io
Date of Inspection:
D. SYSTEM FAILS:
You Mu At indicate either "Yes" or "No" to each of the following:
I have determined that one or more of the following failure conditions exist as described in 310 CMR 15.303, The basis for this
etermination
is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure.
Yes
Backup of sewage into facility-or system component due'to an overloaded or-clogged SAS or cesspool.
_ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or
cesspool.
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.
i
_ Required pumping more than 4 times in the last year NOT due to clogged or obstructed p pes).
Number 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 I 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. LAR E SYSTEM FAILS:
You must dicate either "Yes" or "No" to each of the following:
e following criteria apply to large systems in addition to the criteria above:
T e 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
h alth and safety and the environment because one or more of the following conditions exist:
Yes o
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 If of a public
water supply well)
The ow er or operator of any such system shall upgrade the system in accordance with 310 CMR 15.304(2). Please consult the local regional
office o the Department for further information.
revised 9/2/98 Page 4of11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECKLIST
�Prope"Address: 148 Katherine Rd,. , Centerville
Owner: Gerald. DAmbros io
Date of Inspection:
Check if the following have been done: You must indicate either "Yes" or "No" as to each of the following:
Yes i No
_ Pumping information was provided by the owner, occupant, or Board of Health.
_ None of the system components have been pumped for at least two weeks and-the system has been-receiving"mmal flow
rates during that period. Large volumes of water have not been introduced into the system recently or as part of this
inspection.
_ As built plans have been obtained and examined. Note if they are not available with N/A.
_ The facility or dwelling was inspected for signs of sewage back-up.
_ The system does not receive non-sanitary or industrial waste flow.
The site was inspected for signs of breakout.
All system components, excluding the Soil Absorption System, have been located on the site.
V _ 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.
The size and location of the Soil Absorption System on the site has been determined based on:
Existing information. For example, Plan at B.O.H.
_ Determined in the field (if any of the failure criteria related to Part C is at issue, approximation of distance is unacceptable)-
[1 5.302(3)(b))
The facility owner (and occupants,if different from owner) were provided with information on the proper maintenaac."f ,
SubSurface Disposal Systems.
revised 9/2/95 Page 5of11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
'ropertyAddress: 148 Katherine Rd.. , Centerville
Owner: Gerald. DAmbrosio
Date of Inspection:
FLOW CONDITIONS
RESIDENTIAL:
Design flow: ' d g.p.d./bedroom.
Number of bedrooms (design): Number of bedrooms (actual):
Total DESIGN flow L/.!� a
Number of current residents:
Garbage grinder(yes or no):Z�"-Tga
Laundry(separate system) (yes or no))¢ 6; If yes, separate.inspection required
Laundry system inspected (yes or no)
Seasonal use(yes or no):.c7 1999 17, 000 gal.
Water meter readings, if available (last two year's usage(gpd):
Sump Pump(yes or no):_A,,'6 1998 8, 000 gal.
Last date of occupancy:—S,—&—try
COMM RCIAL/INDUSTRIAL:
Type of stablishment:
Design fl w: qpd ( Based on 15.203)
Basis of esign flow
Grease ap present: (yes or no)_
Industri I Waste Holding Tank present: (yes or no)_
Non-sa itary waste discharged to the Title 5 system: (yes or no)_
Water eter readings, if available:
Last ate of occupancy:
OTH : (Describe)
Last • to of occupancy:
GENERAL INFORMATION
PUMPING RECORDS and source of information:
System punlrped as part of inspection: (yes or no)_& C)
If yes, volume pumped: gallons
Reason for pumping:
TYPE OF YSTEM
Septic tank/distribution box/soil absorption system
Single cesspool
Overflow cesspool
Privy
Shared system (yes or no) (if yes, attach previous inspection records, if any)
I/A Technology etc. Attach copy of up to date operation and maintenance contract
Tight Tank Copy of DEP Approval
Other
APPROXIMATE AGE of all components, date installed(if known)and source of information: � a'�
Sewage odors detected when arriving at the site: (yes or no) /-L,v
revised 9/2/98 Page 6of11
i
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
'ropertyAddress:148 Katherine Rd.. , Centerville
caner: Gerald. DAmbrosio
Date of Inspection:
BUIL' ING SEWER:
(Local on site plan)
Depth elow grade:_
Materi of construction: _cast iron_40 PVC_ other(explain)
Dist ce from private water supply well or suction line
Diam ter
Corn ents: (condition of joints, venting, evidence of leakage,-etc.)
SEPTI TANK:_
(locate on site plan)
Depth below grade:
Material of construction: i/concrete_metal_Fiberglass _Polyethylene_other(explain)
If tank is metal,list age_ .Is.age confirmed by Certificate of Compliance_(Yes/No)
Dimensions: (� u `� f O
Sludge depth: 0 r
Distance from top of sludge to bottom of outlet tee or-baffle:
Scum thickness: a ''
Distance from top of scum to top of outlet tee or baffle:_
Distance from bottom of scum to bottom of outlet tee or baffle: / �1
How dimensions were determined: 4—
'omments:
(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.) 1,--I.t d
GR SE
o TRAP:
al(locn site plan)
Depth elow grade:_
Materia of construction:_concrete_metal_Fiberglass _Polyethylene_other(explain)
Dimensi r
Scum th kness:
Distanc from top of scum to top of outlet tee or baffle:
Distant from bottom of scum to bottom of outlet tee or baffle:
Date o last pumping:
Co ants:
(r ommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity,
evi nce of leakage, etc.)
revised 9/2/98 Page 7of11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
'rop"Address: 148 Katherine Rd.. , Centerville
Owner: Gerald. DAmbrosio
Date of Inspection:S` Q
TIG T OR HOLDING TANK: (Tank must be pumped prior to, or at time of, inspection)
(locat on site plan)
Depth elow grade:_
Materi I of construction:_concrete_metal_Fiberglass_Polyethylene_other(explain)
Dimen ions:
Capac y: gallons
Desig flow:_.gallons/day
Alar present
Alar level: Alarm in working order:Yes_ No_
Dat of previous pumping:.
Co ments:
(co dition of inlet tee, condition of alarm and float switches, etc.)
DISTRIBUTION BOX:
(locate on site plan)
Depth of liquid level above outlet invert: d
• Comments:
(note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, etc.) -
PUMP CHAMBER:
(locate on site plan)
Pumps in working order: (Yes or No) J/ L'�
Alarms in working order(Yes or No)�g
Comments:
(note condition of pump chamber, condition of pumps and appurtenances,etc.) /L 4,Y
d
revised 9/2/98 Page 8of11
• SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
`rop"Address:148 Katherine Rd.. , Centerville
Owner: Gerald. DAmbrosio
Date of Inspection: )
SOIL ABSORPTION SYSTEM(SAS): (/
(locate on site plan, if possible; excavation not required, location may be approximated by non-intrusive methods)
If not located, explain:
Type:
leaching pits, number:_
leaching chambers, number:
leaching galleries, number:_
leaching trenches, number, length:
leaching fields, number, dimensions:
overflow cesspool, number:_
Alternative system:
Name of Technology:
Comments:
(note condition of soil, signs of hydraulic failure, level of ponding,danjp soil, condition of vegetation, etc,.)
CESSPOOLS:_
(locate on site plan)
Number and configuration:
Depth-top of liquid to inlet invert: 1 lei
Depth of solids layer: e
)epth of scum layer: tip/
Dimensions of cesspool:
Materials of construction:
Indication of groundwater:
inflow (cesspool must be pumped as part of inspection)
Com ents:
(note ondition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.)
PRI _
floc to on site plan)
Mat rials of construction: Dimensions:
Dep h of solids:
Co ments:
(n a condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.)
revised 9/2/98 Page 9 of I I
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
v
'roperryAddress:1r18 Katherine Rd.. , Centerville
lwner: Gerald. DAmbros io
ate of Inspection:
SKETCH OF SEWAGE DISPOSAL SYSTEM:
include ties to at least two permanent reference landmarks or benchmarks
locate all wells within 100' (Locate where public water supply comes into house)
17�N
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N 4
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revised 9/2/98 Page l0of11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
ropertyAddress: 148 Katherine ,Rd.. , Centerville
*caner: Gerald. DAmbrosio
ate of Inspection:
NRCS Report name
Soil Type_
Typical depth to groundwater
USGS Date website visited
Observation Wells checked
Groundwater depth: Shallow Moderate Deep
SITE EXAM Slope
Surface water
Check Cellar
Shallow wells
Estimated Depth to Groundwater Feet
Please indicate all the methods used to determine High Groundwater Elevation:
Obtained from Design Plans on record
Observed Site(Abutting property, observation hole, basement sump etc.)
Determined from local conditions
Checked with local Board of health
Checked FEMA Maps
Checked pumping records
0-
Checked local excavators, installers
Used USGS Data
Describe how you established the High Groundwater Elevation. (Must be completed)
CS 5�811�
revised 9/2/98 Page 11of11
Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
r Yes
,,OUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
U�
�,�► . Zippluation for Migpoga.l *p!5tertt Cottgtructton Permit
Application for a Permit to Construct( )Repair(x)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. Owner's Name,Address and Tel.No.
148 Katherine Rd.. , Centerville Gerald. DAmbrosio
Assessor'sMap/Parcel 42 Lawnd.ale Rd.. , Stoneham
I ler's e, dd se,and Tel.N D ig is e,A dress and Tel.No.
m. `:' o inson teptic Service I or
PO Box 1089, Centerville P 0 Box 1044, S Dennis
Type of Building:
Dwelling No.of Bedrooms 4 Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil Sand.
Nature of Repairs or Alterations(Answer when applicable) Title-5 septic system to t h e
Plans of C R Short , #1-862, dated 3-30-00 , with variances obtained.
y C R Short . Inc . tank, D-box and 6 infiltrators .
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 by thjs Bo d of Health.
Signed Date 4
Application Approved by Date 0®
Ilt
Application Disapproved for a following reasons ZZ
Permit No. Date Issued
WAW
_VA
LVo_ dcf ., * Fee $50
THE COMMONWEALTH OF MASSACHUSETTS ntered in computer:
v
Yes
�,,,5PUBLIC HEALTH DIVISION -TO N OF BARNSTABLE., MASSACHUSETTS
0[ppruation for Mt.5pogaY *pgtem Construction Permit
Application for a Permit to Construct( )Repair( X)Upgrade( )Abandon( ) 0 Complete System ❑Individual Components
Location Address or Lot No. Owner's Name,Address and Tel.No.
148 Katherine Rd.. , Centerville Gerald. DAmbrosio
Assessor'sMaprnazcel ; 42 Lawndale Rd.. , Stoneham
In t ler's e, dd s and Tel No De g s e,Address and Tel.No.
m. o' nson Septic Service ' iort
PO Box 1089, Centerville P 0 Box 1044, S Dennis
Type of Building: r_
Dwelling No.of Bedrooms 4 Lot Size sq.ft. Garbage Grinder
Other Type of Building No. of Persons Showers( ) Cafeteria( ) '
Other Fixtures
Design Flow gallons per day. Calculated daily flow 'gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description'of Sod Sand
Nature'fRepairsor Alterations(Answer when applicable) Title-5 septic system to the
plans of C R Short , #1-862, dated. 3-30-00, with variances obtained
by-C R Short . Inc . tank, D- ox and. 6 infi rators . /
Date last inspected:
Agr4p4ement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
to 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 by th' Bo d of Heal h.
Signed Date 1' " --
Application Approved by i Date 0
Application Disapproved for1fhe following reasons -
1 }
t
Permit 1Vo. — Date Issued
1
'—------------------------- --------- '
THE COMMONWEALTH OF MASSACHUSETTS
DAmbrosio BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired(X )Upgraded( )
Abando ed( )b Wm. E. Robinson Septic Service
at 1��8 KatKer ne Rd. , eri ervi e hasbbtfwconstructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. it
Installer Wm. E. Robinson S r. Designer
The issuance of this t hall not be construed as a guarantee that the sys ftmnti d ned7Z.,�, k
Date Inspector
i
-- -- ---, -----------------------------
I
No. Fee $50
THE COMMONWEALTH OF MASSACHUSETTS
DAmbrosio PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
lwizpogar dip.5tem Con.5truction Permit
Permission is herebygg tee to onstruct e air Upgrade Abandon
System located at R Katcnr 14 44, , �ent eY'v l le ( )
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:Con ction ust be completed within three years of the date of thi a it,
Date: Approved by
e
NOTICE: This Form Is To Be Used For the Repair'Of Failed
Septic Systems Only.
CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL
WORKS CONSTRUCTION PERMIT(WITHOUT DESIGNED PLANS)
T, William E . R o p in s on,S xhereby certify that the application for disposal works
construction permit signed by me dated , concerning the
property located at
148 Katherine Rd., Centerville meets all of the
following criteria:
• The failed system is connected to a residential dwelling only. There are no commercial or business
uses associated with the dwelling.
The soil is classified as CLASS I and the percolation rate is less than or equal to S minutes per inch.
There are no wetlands within 100 feet of the proposed septic system -
There are no private wells within 150 feet of the proposed septic system
There is no increase in flow and/or change in use proposed
There are no variances requested or needed.
The bottom of the proposed leaching facility will nit be located less than five feet above the
mwdmurn adjusted groundwater table elevation. [Adjust the groundwater table using the Frimptor
method when applicable)
If the S.A.S.will be located with 250 feet of any vegetated wetlands,the bottom of the proposed
leaching facility will not be located less than fourteen(14)feet above the maximum adjusted
groundwater table elevation,'
Please complete the following:
A) Top of Ground Surface Elevation(using G1S information)
B) G.W. Elevation +the ivIAX. High G.W. Adjustment
DIFFERENCE BETWEEN A and B
SIGNED : DATE:
[Sketch proposed plan of system on back].
y:health folder:cen
TOWN OF BARNSTABLE �
LOCATION 1 C X01 f 1Wie 1 ry,C-- rztAy SEWAGE # Ats00-�S5
ILLAGE Caw�E2v i IF _ ASSESSOR'S MAP & LOTAE���
INSTALLER'S NAME&PHONE NO. Win E Re, 'c4sat-J —5141 c 77S-?7'7L
SEPTIC TANK CAPACITY 1 Soo
LEACHING FACILITY: (type) i 1i J+2A f®a—.�_ (size) ►J A-A�
NO.OF BEDROOMS
BUILDER OR OWNER 0 0 5 15
PERMITDATE: t. Gl� COMPLIANCE DATE: ��41o2Gt�
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility (If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by
5}E ,e
`� t' '
l
•�,�� t
.. � �\
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O �f�. �V
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a it � �— _ _.
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pR DATE: 4— / — &)
FEE: tJt
fARNSI'ABI.B. �
9 1659. �0� REC. BY
Town of Barnstable
S cfiED. DATE: -,21 —fJv
Board of Health
367 Main Street, Hyannis MA 02601
'Office. 08-86 -4644 Susan G.Rask,R.S.
AX: 8-790 304 Sumner Kaufman,M.S.P.H.
Ralph A.Murphy,M.D.
,
VARIANCE REQUEST FORM
LOCATI�N
Property Address: 148 Katherine Road, Centerville
Assessor's Map and Parcel Number: 228/56 Size of Lot: 20,000. S.F. +�.
Wetlands'!Within 300 Ft. Yes XX Subdivision Name: LC 30469 1961
No
B . es s Name:
P PERTY OWNER'S NAME CONTACT PERSON
Name: Gerald D'Ambrosio Name: Craig R. Short, P.E.
Address: 42. Lawnda1e Road, Stoneham, MA02180Address: P. 0. Box 1044, S. Dennis, MA02660
H . 781-438-8448
Phone: W snn-49 6—n 9n 1 x 916 Phone: 508-398-8311
VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed)
15.248 — Reserve S.A.S. Will be closer to Wetland
Dist. of S.A.S. to Wetland Less than 100' (21' variance re uested
nist� of c.Tnnlr & 'Plim C1jamber Less than 100' (50' variance requested
to Wetland
Checklist(lo be completed by office staff-person receiving variance request application)
-Four(4)copies of engineered plan submitted(e.g.septic system plans)
Four(4)copies of floor plan submit e.g.house plans or restaurant kitchen plans)
Applicant understands that the a] era 1ust�l ed mail at least ten days prior to meeting
date at applic ens or t e V and/or local sewage regu t variances only)
Full menu submitted(for grease p v an
requests only)
Variance request application fee c lect d(no fee for lifeguard modification renewals,grease variance renewals[same ownerneasee only],outside
dining variance renewals(same owner/leasee only],and" 'an m repair failed sewage disposal systems(only if no anion to the building proposed])
Variance request submitted at least 1 ays prior to meeting date
VARIANCE APPROVED Susan G.Rask,R.S.,Chairman
NOT APPROVED Sumner Kaufman,M.S.P.H.
REASON FOR DISAPPROVA Ralph A.Murphy,M.D.
Q:/WP/VARIREQ
CRAIG R. SHORT, P. E.
•' 235 Great Western Road
P.O. Box 1044 Telephone(508)398-8311
South Dennis, MA 02660 Fax (508)398-3063
PROFESSIONAL CIVIL ENGINEER, SOIL EVALUATOR, SEPTIC INSPECTOR
SEPTIC SYSTEM DESIGNS, COASTAL&BUILDING DESIGNS
April 7, 2000
NOTIFICATION TO ABUTTERS OF:
Applicant: Gerald D'Ambrosio Certified Mail
42 Lawndale Road Return Receipt Requested
Stoneham,MA 02180
Re: Septic System Upgrade @ 148 Katherine Road,Centerville
Dear Abutter,
Please be advised that an application for variances from the Regulations of the Massachusetts
Department of Environmental Protection,Title 5, and/or the Town of Barnstable Regulations for
Subsurface Disposal of Sewage, has been submitted to the Barnstable Health Department for
approval. The following variances are requested:
Title 5 Regulation# 15.248 and Barnstable Board of Health Regulation
Reserve S.A.S.New Systems shall include a Reserve S.A.S. Area—
No S.A.S. Area Proposed
Barnstable Board of Health Regulation
Distance between Wetland& S.A.S.; 100' required—A 2 F Variance Requested
Distance between Wetland&Septic Tank; 100'required—A 50' Variance Requested
The application and plans are available for review at the Barnstable Health Department, 367 Main
Street, Hyannis, MA 02601, Monday through Friday (excluding holidays) from 8:30 a.m. to 4:30
p.m. A Tentative hearing date is scheduled for April 24,2000 beginning at 10:30 AM. Please call
Barnstable Health Department to confirm(508-790-6265)
Sincerely,
Craig R. Short, P.E.
Cc: File
Barnstable Board of Health
Abutters
100 Ft. Abutters List - Map 228 Parcel 56
This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters. The requestor of this
list is responsible for ensuring the correct notification of abutters. Owner and address data taken from November 1999 Assessor's database.
Mappar Ownerl Owner2 Address City Stat Zip Country
228055 DOHERTY,JOHN&KATHERINE 42 WAREHOUSE RD HYANNIS MA 101101 USA
228056 DAMBROSIO,GERALD J DAMBROSIO,MADELINE R 42 LAWNDALE RD STONEHAM MA 02180 USA
228058 HURLEY,REGINA M 154 KATHERINE RD CENTERVILLE MA 02632
228073 KACZYK,JOSEPH F&THERESE M 169 KATHERINE RD CENTERVILLE MA 02632 USA
228081 CASEY,ROBERT F TR CASEY FAMILY TRUST 129 KATHERINE RD CENTERVILLE MA 02632 USA
228139002 WHITE,ALLEN 1& RIEDELL,CARL S PO BOX 979 HYANNIS MA 02601 USA
228151 • DAVIS,GEORGE&ELIZABETH 91 JOAN ROAD CENTERVILLE MA 02632 USA
228152 CONNOLLY,WILLIAM J& CONNOLLY,PAULA O 151 KATHERINE RD CENTERVILLE MA 02632 USA
------- - -----....--------- - - —_ ------ --- --------------- ------...------ ------- ------- ----------- -- ---- -----US
228194 BEANE,BARBARA A 164 KATHERINE ROAD CENTERVILLE MA 02632 USA
Tuesday,March 28,2000 Page I of 1
`f 71
I 228
.0 1P� �
NIAP 221R #79 ...... 147 MAP 228
62� 2n #BO 146
54
MAP m #711 Ma m
7 MAP 228 .-- 54
#1 8;1 #110
151
mm
MAP22B #130 ' �\
194 —
#164
MAP 228 I ,
58
#154 -
,,•, 100 FT. B U FFER 9-2`--
- ;
#37 —
N
MAP 228 PARCEL. 56
. ; E
s
SCALE: 1°=100'
*NOTE Mankneft iomoo and **NOTE The parcel lanes are only gmOic rep witwima DATA SOURC S. Planintria(man-nmde haftnes)were in*pmlW from 1"5 aerial photogmphs by the Jmrws
w>0elmian werem�d to meet Natibnd d pmperiy boundaries They me net troe loafiorn,and W.Sewall Company.Top Brophy and vegtlo=in interp oral from 19P=W photogmphs by GEDD
Map AOMW Stet at a sale of do not mp ment adud reia6ms6ps to obpds Crop m ion. Mmannetrn tapogmphy,and vegetation were mapped to meet NOW Mop Aommcy Stanclards
1'=100: on the map, at a scae of 1'=100'. PaW lines were digdimd from 2000 Town of Bmnstable Assesses tmc maps
...\gisadllbamldgn\m258p56.dgn Mar.28.2000.14:39*36
l0 C A ON _ SEWAGE PERMIT NO.
Jv
A oy
V ICLAGE
U6 ll `
INSTA LLER'S NAME & ADDRESS
B UILDER OR OWNER
0 A n01%, .
DATE PERMIT ISSUED
DAT E. COMPLIANCE ISSUED
0
4,, c
I
� i.
I
///����
_ �M
(� v
��
3 1 s�o�-� 3�` 'cr
No..... ..... Fps...... ..............
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
..............OF....... /'/1.� .J Q.- ?/._. .................................
Appliration for Uigpniial Works Tnntrnrtinn Vamit.
Application is hereby made for a Permit to Construct ( ) or Repair ( w<an Individual Sewage Disposal
System at
.� .. -�'.hj.e.P._n... �C1 ...._. P1?. �i (!J���----••-----••------••-•...........:....... .•------•----•-------•-----------...----...._.
ation-Address or Lot No.
ra..�. ...........-............................................
Owner , /Address
_ 6-'3Qe�/....... --
nstaller Address
dType of Buildin Size Lot____________________ __...Sq. feet
Dwellin o.,of Bedrooms___________________________________________Expansion Attic ( ) Garbage Grinder ( )
Other—Type T e of Building No. of ersons_________ __________________ Showers — Cafeteria
Pa YP g • P ( ) ( )
a' Other fixtures __________________________--------------------------------------------------------------
W Design Flow............................................gallons per person per day. Total daily flow.............................................gallons.
WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter_____.__________ Depth................
x Disposal Trench—No_ ____________________ Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No..................... Diameter-------------------- Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by.......................................................................... Date........................................
aTest Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water______________-______-.
Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
0 •-•------...-•-----------------••--------•----•----•--........_.__...-----..._..................................................................
Descriptionof Soil..........C �_%1 [.............................................................................................................................................
x
W ----------------------------------------------------------------------------------------------------------------- / 1
U ��atur1e of Repairs or Alterations—Answer when applicable___--_ s J_�C1�d J1__j'......I.Zt2.O.._.��.....................
t?'a ...................................................................................... -
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TI I M' 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issue y the 2d1.,.ealth.
Sigd---- ---- -----•.•---• --••....._......... ....._•-----------
,ate_
Application Approved By__._.__ 11 9- � '___
�.... --..........•-•_-
Date
Application Disapproved for the following reasons__________________________------------•-•----•--------•----•-------------•------------••-._ .__..._....__.
..................:...............................................••--••-•---•---------•-------•-•••----------------------------------.---------------------------=---------------------------........_
Date
Permit No. Issued.:' -----------•...................•-_..
Date
�,. THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
{
:. O F...... .....
C�rr�i�irtt#r of ��alt�r�t�Yt�r;
THIS/� TO ER FY, That the ndividual Sewage Disposal System Iconstructed ( ) or Repaired
t .. {
by '"' .. - -- _-•---•_-_•_••------__
Ins�ta/ller :;�
has been installed in accordance with the visions of T j of The State Sanitary Cote as described in the
application for,Disposal Works Construction Permit 'o._ ✓...... :rat•. .......:.... da.ted_ .... ._ ��'_ "`_... _s..__..
THE'I;SSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WALL FUNCTION'SATISFACTORY. ���'��
a - �-
DATE.....••.......... ............ Inspector ...
THE COMMONWEALTH OF MASSACHUSETTS
OF.
j/i BOARD OF HEALTH
y
.......... 1•••• . ...... ,
No.......... FEE.......................
1111� Ua rrmit
Permission is herebyranted...."-`....c.�->r'. -......� .•----------------------------•---_.................................
g
to Construct ) or epair an Indiv al Sewage Di os y
Street
as shown on the application for Disposal Works:Construction P t No._�. ....... Dated.._el �.r: �'.`._....
oS and of Health
' «�
DATE--------- ---�` .,,..
FORM 1255 HOBBS & WARREN, INC., PUBLISHERS
y
No....................7- FimB..............................
THE COMMONWEALTH OF MASSACHUSETTS
BOAR® OF HEALTH
..............OF.......
.,�':.10--ae---------------------------------
Aliptiration for Biipnia1 Works Towitrurtiun Prrutit
Application is hereby made for,.a�Permit to Construct ( ) or Repair (. an Individual Sewage Disposal
System at:
. ... ?. ! ...... ?.ielnte ke..-----•-----•..................................................•--•-----------------.....
ation-Address or Lot No.
Owner 11ress
nstaller Address
d Type of Building1w Size Lot............................Sq. feet
Dwelling o. of Bedrooms-------!,:------__.--•---•..................Expansion Attic ( ) Garbage Grinder ( )
p., Other-Type of Building ............................ No. of persons........'.............. Showers ( ) — Cafeteria ( )
Pa Other fix tures ..........................................
WDesign n Flow............ ...:~...........................gallons per person per day. Total daily flow............................................gallons.
WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter.-----.--------- Depth................
x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
'., Percolation Test Results Performed by.......................................................................... Date........................................
W
Test Pit No. 1................minutes per inch Depth of Test Pit.--.--.............. Depth to ground water.--.....................
L� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................
----------•-•-- --•••••••••••-••--•-••-••---•......:••-•-•---•--••.........................•-------........-•--•-...........-----.........
O Description of Soil........... ---.......-•-------------------------
x
W -----------------------------------•-------•----•••-----------•---••-••--•••-•-•-••---- --•-• . .............---- .
U ature of Repairs or Alterations—Answer when applicable ! et' " w ....................
------
Agreement: "
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of iIli LE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issue y the bZidll.,ealth.
Sig �1444, 4
...........
�} at
Application Approved By...... r. -----
Date
Application Disapproved for the following reasons: ---------------------------------------------------------------------••--••--••••---..........
..--------•------------------•-•---•--------•---•--.......-•-------------...--------•---......--...:--•-------••--•-•--••--.......-•----....----•--•-•-•••-••••-••--••••••-------------------•----------
Date
PermitNo......................................................... Issued.:---- ---------- ................................
Date
.... - .....-.. s ♦ e ,. , b ,: .. x , . , i :n r : , 1. ..
yl
a.
a... -
DENCMLARK4• SCtDUI£ 40 PVC PIPE , SOIL TE T ' 9708
;
OF FOUNISATiON 20 FT. MINIMUM MIN.,PITCH t_ PER FT. CLEAN SAND
TOP r LAYER OF' DATE OF SOIL -TEST ..._
ELEV. +� 1 SOIL, TEST GONE BY
ELEV. i 100-0 10 FT. WANNJY 2 PRESSti1RE PIPE IN TO f
•.� W11NESSED BY .., o &r.9
ISO PSI t�tNIMUY - Mrs K ,a� VENT
rt 9.��rc�✓ OBSERVATION, HOLE.
iIY PERCOtJ1TI0N RATE
1 CU. FT. OF
CONCRETE DEP Xat.OR iI0 t' AM
ANCHOR
sA AQ V
3• 4 CAST IRON PIPE
� � � �
(mac EnuAt MIN11Alnl - ro
PITCH 1/4 PER FT. LEVEL .' •, . ,� ,a ,, rj
.,r
60 sU �8•zv �
T" 4.JD A ot D I�l/�r 4•T.dt A �
W LINE
e
10 (� OR1�lATION WEUi. °J
DISTRIBUTION
Ii91.. TONE :. jA./z /G
3/8 DRILL
WA HOLE BOX SOIL ABSORPTION
1NDa�c. •b 3/00
ELEV. �l..ls• BAFFLE TO BE WATER TESTED ADJUST
ELFV. - -,sue SYSTEM ISAS'�
3/4 TO 1 1/2 z..Gk4l2.fi / l4 o2
CHECK WASHED STONE
�} VALVE
- TW/C USGS PR)BA" INATER TABLE FLEV:
LIQUID OUTLET (TO BE PLACED ON FIRM BASE) l
(w.1. t►�13J OBSERVED WATER 'TAB (3 /29100) ELFV.
3 OW OF TEST HOLE ELEV. ,
4 T , 14 INCHES ' 1500 GALLON 8 TT - � WATER, ENINTERFD AT,,�`•'�. F1�V. � ,� ,
t 5 FET 9 INCHES
PUMP
s WT � s SEPTIC TANK PUMP CHAMBER CALCULATIONS
z� INCH s CHAMBER y . $ REQUIRED Flow FER C� .25 X 0 - GAL./CYCLE
8 34 INBS ELEV. AT INVERT INLET / .7
ELEV. AT ALARM ON VOLUME .PER CYCLE L1_ GAL/CYCLE / 7.48 .GAL./CU. FT. � � CU. FT./CYCLE DESIGN TI�S
ELEV. AT PUMP ON VOU W OF•:WATER IN PIPE 114 X M00694�X �_ FT. - ,.7� FT.
El". AT PUMP OFF TOTAL MINNKI�1_.V%UUE PER CYCLE .�S:1J ' CU.' FT. .:, M CJP$»00>tAS
` SEWAGE DISPOSAL SYSTEM PROFILE alscHARGE �' . / 34.67 CU. FT./FT. - .�'a FT. (1000 G.s.T) /. 7 GA�Is,��en �t. ' .
BOTTOM OF INSIDE PUMP CHAMBER
NOT TO SCALE BOTTOM OF OUTSIDE PUMP CHAMBER STORAGE CAMCI'Y. GAL/DAY / 7.48 GAL/CU. FT. / 34.67 CU. FT./FT. - F- T0rALP81I1M�1'IBDvww
...1:_Z: REQVi1D PROVIDED ;
LEGEND.
BUOYANCY CALCULATIONS: - N/� tltda�L�wDAYx ) .c ►LJDA�t
PUMP ANO ALARM BARE TO 8E ON SEPERATE CIRCUITS. EXISTING SPOT ELEVATION 00-0 1 SIR=TA.)KCAPAdlli >3�b*GAly,
1500 GALLON SEPTIC TJINIC IWO GALLON PUMP CHAMBER ALARM IS 'M BE BOTH .AUDIO AND VISUAL EXISTING CONTOUR 00- `ACTUAL ST�t'ECF Sr!!IPW TAi& 1SOQ Cam.
WEIGHT OF WATER DISPLACED WEGHT OF WATER DISPLACED LBS. FINAL SPtST ELEVATION
LBS. AND HAVE d IAL. POLY ATTAq iED. ARE TO BE ASPHALT COATED FNAL CONTOUR -- StE1.Ct.ASSi1+ICATiO�N: ;,
' WEIGHT OF TANK PER YANUFACAMER WEIGHT OF .TANK PER MANUFACTURER - SOIL TEST LACATION � Daum RATS <5 5 WAN."
WEIGHT OF HEIGHT OF
UTILITY POLE -o- BFl�iiDii LOADQ�Gi RATS ' 9?4AY1SF.
TOWN WATER —W I ti A'R A -/`J�
VJWHT TO O"UT FWTATION '
EXCESS WEIGHT TO OFFSE t FLOTATION EXCESS CATCH BASW 1�
G'/•vA tiwlt 1.4 Y GAS LINE G.r
G CAPA+QIY X RA I3 { IIT:JD A�1f'F�
r
TT n E 5 A TOWN B.O.H.REGULATION VARIANCE RBQiJL:
VBI,EA+c�am�tGWACITY :c A
4 T .S' %CI'0X 15.248 RESERVt S.A.S.
NOM:
• - - 'QEW$YSTF.MS ST3ALL INCLUDE A RESERVE$.AS.AREA:
NO-SAS. ARBA PROP05ED _ 1.. AU WO RiC'WAtd'1W ACID DtAT>`? IltS S€�iLT.COINPt [ BHP 1"I'1Z. 63% -`
SEA w o ram' i i SAND I=TOWN RY1ES P"R R.A'�NS FOR.3n�Jtit$Dom.
- 13 8 . G -� B.OJL RBGUt ATION VARIANCES RJkQcJIRED: OP SBWAtiB.
2 ALL CONBRS TO sAmm 1zY�3 rs MALL BB�T O�0 00'
� A'�c efN Hr1•f'Tr ' q 9 ,8 - ` ` ,, ` DJSTANCE BETWEEN WETLAND dt�A3.; 100'REQUIRED. ,
�iC' ! -O .._.• .vEwr AZ I AR TANC E REQUESTS) p11 U"R.A171E# '
,
DiSTAI HETwE N WETLAND 11t 3EPTTC TANK; too'REQunm
3. ALL COMPON M OF II0 SAWAX�tr :SJBALL=CAPA&.:B OIF'
w r 1rac t( ^fit I�
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