HomeMy WebLinkAboutSeptic New 300 Buckland Road Department of Pollution Control
SOUTH WINDSOR, CONNECTICUT
DRAIN LAYER'S PERMIT
Application for Permit to Install or Repair Individual Sewage Disposal System
FeePaid $2QA00.................. By Qmtr.a.ctp.r........................................................................................................ Permit No. .......7-1-n55...................................
Date 21 5-aptemb.-er.......197.1
Pursuant to written application, permission is hereby granted to the Licensed Drain Layer named herein
for repair or construction ..XX of an individual sewage disposal system concerning which the following
information is submitted:
Messiah Evangelical,
1. Owner of Property .1i herm Q11'arch........................................... Address of Owner ..............;Owkind-F9.4d
2. Location of Property ............................................................................................................................................................................................. Lot No. ..............................
3. Type of Structure .................................Church
(Dwelling, Commercial Building, Store, etc.)
4. Number of Families or Persons to Occupy Premises
5. Number of Bedrooms ................................................
6. Average Daily Flow 150.0 gallons maxx, per Engr's note dated 03/16/71
Manufacturer and
7. Liquid Capacity of Septic Tank .150.0 gall.o.0
8. Soil Conditions: Type of Soil Fine sand xi.tb. Qt Material of Septic Tank fttmft n 0.0n.c.r.e.te.........................
411t...............................................................................................................................
(Sand, Gravel, Clay, etc.)
Maximum ground water table .....................................................................................
9. If not served by public water supply:
Distance from Owner's well
Fromadjacent wells .............................................................................................
10. Distance to nearest water course, drainage ditch, storm drain or embankment .......................I.................
11. Percolation Tests: Time for I" drop in soil test ...........six (() minut.eta
Classification of soil
12. Minimum square feet of effective seepage area required Rer 0 glix.egr.1.4; Aeaiga Attacho.d.0..................................
13. Leaching System: Number of trenches ................................................
......... Length ................................................... Width ...3..R4... .e.e.t..................
Total ................................................ Other ...............................
14. Plot Plan Attached. ......10.0
15. Layout Approved. Engineering D.enign
16. This permit expires 21 November......1.971..............................................
Signature ..... .. ...0 6ft.L A&rUb b, . 9t�* o
........ ..............
1cense112 Layer)
Installation Completed, Inspected and Approved in accordance with State Public Health Code and Local Ordinances
................. 90t-q% .9.71.....................
Pollution Problem abated Date ................................
Inspector
Percolation Test
Messiah Evangelical Lutheran Church
Buckland Road
South Windsor, Connecticut
Soils Log
0-8" Topsoil
8"-39" Brownish fine sand with some milt
Percolation Rate-6 minutes per inch r
Date of Percolation Test- 2/1 /71
Submitted by,
A. Richard Lombardi,P.E.
Szestowicki and Lombardi Associates
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-' No.5447 1
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Enpin��rs, 4-
SZESTOWICKI & LOMBAR151
ASSOCIATES
Land Surveying • Civil Engineering
_ Telephone 872-9841
F35�as; Strap t
ROCKVILLE, CONNECTICUT 06066
February 19, 1971
Burton and Van Houten Engineers, Inc.
116 North Main Street
Welet. Hartford, Connecticut 06107
Re: Messiah Evangelical Lutheran Church, South Windsor$ Connecticut
Gentlemen:
Enclosed you will find a copy of the percolation teat results
and a print of the topographical plan of the-site showing the loca-
tion of the percolation tent hole. We have been assured by Mr. Levack
of the Town of South Windsor. that the one percolation test is suf-
ficient if located in the area of the leaching field and if the
design meets State Health Department requirements. The percolation
test results should be submitted along with your design to the Town
for approval.
Please call should you have any questions .
Very Truly Yours,
A. Richard Lomb di
ARL/sm '
cc: M.H. Crabtree Associates
encl: 2
FEB 23 1971
the bl. N. Crz;%3 i REc
ASSOCIATES—A:;;;kt,;ECTS
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If STATE OF CONNECTICUT
DEPARTMENT OF PUBLIC HEALTH
ui ,gMEt
fR""S""r October 29, 2008
Mr. Thomas Mielke
Messiah Evangelical Lutheran Church
300 Buckland Road
South Windsor,CT 06074
PUBLIC WATER SYSTEM: Messiah Evangelical Lutheran Church
300 Buckland Road
CLASSIFICATION TYPE: Transient Non-Community
TOWN: South Windsor,CT
PWSID: CT1320024
SUBJECT: SANITARY SURVEY REPORT
Dear Pastor Mielke:
A sanitary survey was performed at Messiah Evangelical Lutheran Church on October 20, 2008 with Pastor
Thomas Mielke. The findings of this survey with associated recommended actions are as follows:
System Description:
This water system consists of a single well which could not be definitively located at the time of inspection.
However, a scaled site plan dated 4/6/99 indicates that the well is located within the existing parsonage house
building where the water lines come up through the utility room floor. The water system also utilizes a single
bladder type tank located inside of the utility room within the parsonage house. This water system serves the
Messiah Evangelical Lutheran church and parsonage house.
Regulatory Violations:
Aiqi6 16,gigulit6��Sgctiob;Descri't ori`of Violation ; :Recommended Corrective Action
RCSA Section 19-13-B51d The well may be located within 75 The yield of the well in gallons per
of the septic system tank. The minute (gpm) must be determined. For
exact location of the well must be wells pumping at less than 10 gpm; the
verified, however, a scaled site required separation distance to any
plan dated 4/6/99 indicates that the source of pollution (i.e. septic) is 75
well is located within the feet; for wells pumping at a rate of
parsonage. Based on the noted between 10 and 50 gpm; the required
location of the septic tank during separation distance is 150 feet. In order
the sanitary survey inspection, the to become compliant with this
well is likely too close to the regulation, relocation of the well or
septic tank. septic system to maintain a minimum of
a 75 foot or 150 foot (whichever is
- -app-l-icab-le)-separation-distance maybe--
required.
Phone: (860)509-7333
Telephone Device for the Deaf:(860)509-7191
410 Capitol Avenue-MS#51 WAT
P.O.Box 340308 Hartford,CT 06134
Affirmative Action/An Equal Opportunity Employer
A' licabl�Re`alato� ,Sectio D,es�r► tion of:Violafon �; E °,s..Reeoinmended.Correchve_Action _ .
RCSA Section 19-13-1351d Separation distances from sources The pumping capacity (in gallons per
of pollution to the well could not minute (gpm)) and the distance from the
be measured during the inspection, well to any potential source of pollution
because the exact well and source (i.e., septic system, drainage lines, fuel
locations were unknown. sources) must be provided with your
written response to this survey report to
determine compliance with separation
distance requirements.
RCSA Section 19-13-B51f(e) The upper terminal of casing does The well must extend at least six inches
not project at least six inches above the established grade. It is further
above the established grade. The recommended that the well be fitted
well is likely buried inside the with a pitless adaptor and submersible
parsonage house or somewhere pump and equipped with a watertight
else on the property. well cap.
RCSA Section 19-13-B51j(a) The well top seal and associated The well cap must be a watertight well
piping installed at the well may cap, and the electrical conduit and/or
not be joined watertight to the well other connections must be joined
casing. The well cap and its watertight to the well cap/casing and at
connections were not visible in the electrical panel. For a list of
order to determine if they are watertight well caps,please refer to:
joined watertight to the well cap. www.watersystemscouncil.org/standards
RCSA Section 19-13-1351j(b) The well was not equipped with an Every well in which the drawdown is
adequate shielded and screened air ten feet or more shall be fitted with a
vent. The well is likely buried. shielded and screened air vent as
described in RCSA Section 19-13-
B51j(b). The well vent must also extend
to the height of at least twelve inches
above any possible high water level. The
vent shall be shielded and screened in
such manner as to permit the entrance of
air but keep out foreign matter.
RCSA Section 19-13-38a(6) Hose bibbs were not equipped Threaded hose bibbs at the water system
with backflow prevention (hose must be equipped with HBVBs.
bibb vacuum breakers(HBVB)). HBVBs can prevent backsiphonage of
contaminants into the potable water
supply should a backsiphonage situation
occur.
*When extending the well casing it is further recommended that the well be equipped a pitless adaptor so that the
jet pump can replaced with a submersible pump. The well casing must be extended to at least 6 inches above the
established grade. For information on how to properly extend a well casing view the Well Casing Extensions,
DPH Guidance Document at: www.ct.gov/d/dph (Click on Programs and Services, Scroll to Drinking Water, and
search under Drinking Water Topics A-Z). This work must be completed by a Connecticut licensed well driller.
The water system must be disinfected following the completion of the work. As stated above the well cap,
electrical connections, conduits, etc. to the well cap and at the electrical panel is required and will help ensure that
—insects—, rodents-or other foreignmattercannot-enteT-the-well. - -
2
Regulatory Requirements:
Provide the pumping capacity of the well, in gallons per minute(gpm) and the well depth in feet.
The following are required minimum separation distances to any source of pollution(septic,sewer, fuel, etc.):
If the well pumps less than 10 gpm=75 feet;
If the well pumps between 10 and 50 gpm= 150 feet; and,
If the well pumps at 50 gpm or greater=200 feet, in accordance with RCSA Section 19-13-1351d.
It was noted during the sanitary survey inspection that the current contact for Messiah Evangelical Lutheran
Church may be changing in the near future. When this occurs, please be sure to complete and return the attached
Contacts Update form so that we may accurately update our records.
Conclusions&Recommendations:
If community public water service is, or becomes available in the area, it is strongly recommended that this PWS
obtain service and abandon the current well. Connecting to a community public water system would eliminate
costs associated with water quality monitoring and operation and maintenance of the systems. Additionally, it
would reduce the liability associated with maintaining the public water system.
The installation of a raw water smooth-nosed sample tap is recommended. A sample tap should be placed on the
well discharge line and before and after storage. The sample taps should be at least twelve inches above the
ground, be pointed downward,and be free of any obstructions to allow easy access with an adequate clearance for
sampling containers.
The installation of instantaneous and totalizing water meters is recommended in order to adequately assess the
quantity of water being distributed through your system and the amount of raw water used. Representative
weekly readings of instantaneous flow rate and total quantity of water utilized weekly should be monitored,
recorded and retained for your reference. This information will assist in determining your weekly water usage so
that you can better understand your water needs.
Please note that pursuant to RCSA Section 19-13-13102(d), no work may be done, including addition of any water
treatment equipment on the well / water system without first contacting this office for approval. A notice of
violation may be issued for any modifications of the water system that are not recorded as approved by this
department.
A formal response with a plan of action to address all of the items outlined in this report must be submitted to this
office by December 8,2008.
As a reminder, all necessary and required forms, reports, sampling schedules, regulations, fact sheets, etc. are
available on the DPH Drinking Water Section website. The website is constantly updated with new material and
is available through the Connecticut Department of Public Health webpage (http://www.ct.gov/dph). Select
"Environmental Health" from the DPH Main Menu on the left side of the page and then select "Public Drinking
Water"from the list of topics.
3
If you have any questions regarding this matter,please feel free to contact me at(860) 509-7333 or at 410 Capitol
Avenue, MS#51 WAT,P.O. Box 340308, Hartford, CT 06134-0308.
Sincerely,
Tiziana C. Shea
Sanitary Engineer 2
CT DPH—Drinking Water Section
�TC/tcs
cc: CT1320024—Correspondence File
Dr. Gerald L. Schwartz,Director of Health,Town of South Windsor
4
" WAR RVEYIN6 ROBERT A.WARD,Licensed Professional Engineer
VI C E S Licensed Land Surveyor
22 ELEANOR • VERNON, CONNECTICUT 06066 • 1203) 872-6350
AMLC-104 25 June 1995
Arthur J. Castellaao, Sanitary Engineer III
ON-SITE SEWAGE DISPOSAL SECTION
DEPARTMENT OF PUBLIC HEALTH AND ADDITION SERVICES
STATE OF CONNECTICUT
150 Washingn Street
Hartford, Connecticut 06106
RE: PROPERTIES OF MESSIAH EVANGELICAL LUTHERAN CHURCH LOCATED
AT 296 AND 300 BUCKLAND ROAD IN SOUTH WINDSOR, CONNECTICUT
-- REMEDIAL SEPTIC SYSTEM IMPROVEMENTS.
Dear Mr. Castellam:
We have been advised that the Messiah Evangelical Lutheran Church wishes to proceed with
this project. Enclosed please find a table of our groundwater readings since 12 June 1994 and
graphs depicting those results. The only time that there was a problem flushing the toilets was
around Christmas Eve [both in the church and at the parsonage]. Therefore, using the flushing
method of evaluation, groundwater levels did not reach the"normal" levels of past springs this
year. Please telephone me to discuss this data.
If you require any additional informstion or if we can be of further assistance on this project,
please advise.
Vera' truly your
0-a&� tom.. �ovLK
Robert A. Ward, Jr., President
WARD'S SURVEYING SERVICES
p.c. -Robert Deptula,_R &, South Windsor Sanitarian
Donald Eichler, Chairman Board of Property
Richard L. Johnston, Vice-Chairman Board of Property
Pastor Philip J. Henslin
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1540 SULLIVAN AVENUE SOUTH WINDSOR, CONN. 06074
lloso.R CO ' AREA CODE 203/644-2511
July 249 1980
Mr. Robert A. Ward, Jr.
22 Eleanor Dr.
Vernon, Ct. 06066
Dear Sir:
Re: App. #754 - Messiah Lutheran Church
Please be advised that the Planning and Zoning Commission voted
to approve your application for a site plan of development for
property at 296 and 300 Buckland Road, in an AA-30 zone, at
its July 22nd meeting. Said approval is for permission to
erect two portable classrooms as shown on the plan submitted
which was prepared by Ward's Surveying Servicesodated June, 1980,
numbered Map 4179 and is subject to the following:
1. - A review of -the septic system by Robert Deptula,
Town Sanitarian, must be made.
2. If, by June 1, 1984, no plans have been made for
extending the sewer system and connecting to it, the existing;
septic system must be corrected and improved subject to the
approval of the Town Sanitarian no later than September 30, 1981.
3. A 24 x 36" black and transparent plan, printed on
polyester film, shall be submitted to the Commission to be
stamped and signed. The plan shall be stamped in accordance with
the "Rules and Regulations of the State Board of Registration
for Professional Engineers and Land Surveyors. " The technical
portions of these final plans shall be certified by either a Land
Surveyor or Professional Engineer licensed to practice in
Connecticut. This approval leeter shall be reproduced on and
made part of the final plans.
After the foregoing requirements have been met, the Commission
will return the signed plan -to you far filing in the Town Clerk's ,
Office.
Very truly yours,
PLANNING AND ZONING COMMISSION
-- GC_s__. McLatzghli - -- ------------- -
R. Deptul.a By: , —
J. Page arshall Montana, Chairman
B. McNamara
P. DeMallie
MEMORANDUM August 4, 1980
TO: Walter Pekala, Chairman--Sewer Commission
RE MESSIAH LUTHERAN CHURCH
According to a plan on file, the septic system should be adequate
to accommodate the additional usage of the system.
However, the system has reportedly failed repeatedly since its
installation some years ago. It has been reported to me that failures
seem to coincide with periods of normally high ground water or heavy
rainfall.
Field observations, by myself, indicate that the bottom of the
existing system is approximately three feet below the existing grade.
A soil profile in the area of the system revealed ground water at four
feet and soil mottling at eighteen inches below grade. This mottling
indicates that ground water is present in the area of the system at a
depth of eighteen inches below grade during wet times of the year.. This
explains the periodic failures of the existing. system.
Any corrective- action taken in this area would involve replacing
the existing system with a filled system approximately 32 feet higher..
Because of existing elevations, this would most likely mean the
utilization of a pumped system.
Test holes were also dug on other areas of the property. The area
determined to be most suitable for the installation of another system
is the front parking lot area in_the areas of test pits three, four,
and five, as indicated on the site development plan prepared by Ward
Surveying Services, dated July 15, 1980. Even though ledge was
observed at depths of 5' - 8'; a system most likely could be installed
in compliance with the State' Health Coee. Whether or not this area
would be large enough to accommodate a system would be determined by
future percolation testing.
In view of the fact that this site is to be used as .a school, it is
imperative that the present septic system problems be solved as soon as
possible. The best way to accomplish this, I feel, would be connection
to the public sewer system.
Robert Dep ula, R.S.
Toan Sanitarian
RD:bw
cc: Marshall Montana, Chairperson--Planning & Zoning Commission
Peter DeMallie, Town Planner
D
ti
074e Sot�
1540 SULLIVAN AVENUE • SOUTH WINDSOR, CONN. 06074
OR•coN AREA CODE 203/644-2511
August 14, 1980
Pastor Ronald Muetzel
Messiah Lutheran Church
300 Buckland Road
South Windsor, Connecticut 06074
Dear Pastor Muetzel:
According to a plan on file, the septic system size should be adequate
to accommodate the additional usage of the system.
However, the system has reportedly failed repeatedly since its instal-
lation some years ago. It has been reported to me that failures seem to
coincide with periods of normally high ground water or heavy rainfall.
Field observations, by myself, indicate that the bottom of the existing
system is approximately three feet below the existing grade. A soil profile
in the area of the system revealed ground water at four feet and soil
mottling at eighteen inches below grade. This mottling indicates that ground
water is present in the area of the system at a depth of eighteen inches
below grade during wet times of the year. This explains the periodic failures
of the existing system.
Any corrective action, taken in this area, would involve replacing the
existing system with a filled system, approximately 3k feet higher. Because
of existing elevations, this would most likely mean the utilization of a
pumped system.
Test holes were also dug on other areas of the property. The area
determined to be most suitable for the installation of another system is
the front parking lot area in the areas of test pits three, four and five,
as indicated on the site development plan prepared by Ward Surveying Services,
dated July 15, 1980. Even though ledge was observed at depths of 5' - 8°,
a system most likely could be installed, in compliance with the State Health
Code. Whether or not this area would be large enough to accommodate a system
would be determined by future percolation testing.
Pastor Ronald Muetzel
August 14, 1980
Page 2
I view of the fact that this site is to be utilized as a school, it
is imperative the present septic system problems be solved as soon as possible.
If the public sewer line was extended to serve your property, connection to
public sewers would -be the best solution to your problem. However, if this
is not a viable alternative, a repair system must be installed.
If, for any reason, connection to public sewers is not possible by the
beginning of the next school year, a functional, private system must be
installed before educational activities begin.
During the present school year, all care must be taken to insure that
students or anyone else are properly protected from any potential overflows
or back-ups. If the area of the leaching field overflows, this area must be
totally blocked off so that it is inaccessible.
If a back-up occurs within any structures on the property, these areas
must- be made inaccessible to students. If warranted, portable toilets may
have to be installed. If any conditions or circumstances develop to create
an imminent health hazard, educational activities on the property will have
to cease.
The functioning of your septic system will be monitored closely.
If you have any questions on the aforementioned, please do not hesitate
to call me at 644-2511, Extension 42.
Very truly yours,
TOWN OF SOUTH WINDSOR
r
t
Robert Deptu a, R.S.
Town Sanitarian
RD:bw
cc: Peter DeMallie, Town Planner
Donald McLaughlin, Building Inspector
Planning & Zoning Commission
CERTIFIED MAIL # 461452
MEMORANDUM August 4, 1980
TO: Walter Pekala, Chairman--Sewer Commission
RE: MESSIAH LUTHERAN CHURCH
According to a plan on file, the septic system should be adequate
to accommodate the additional usage of the system.
However, the system has reportedly failed repeatedly since its
installation some years ago. It has been reported to me that failures
seem to coincide with periods of normally high ground water or heavy
rainfall.
Field observations, by myself, indicate that the bottom of the
existing system is approximately three feet below the existing grade.
A soil profile in the area of the system revealed ground water at four
feet and soil mottling at eighteen inches below grade. This mottling
indicates that ground water is present in the area of the system at a
depth of eighteen inches below grade during wet times of the year. This
explains the periodic failures of the existing system.
Any corrective action taken in this area would involve replacing
the existing system with a filled system approximately 3k feet higher.
Because of existing elevations, this would most likely mean the
utilization of a pumped system.
Test holes were also dug on other areas of the property. The area
determined to be most suitable for the installation of another system
is the front parking lot area in the areas of test pits three, four,
and five, as indicated on the site development plan prepared by Ward
Surveying Services, dated July 15, 1980. Even though ledge was
observed at depths of 5' - 8' , a system most likely could be installed
in compliance with the State Health Code. Whether or not this area
would be large enough to accommodate a system would be determined by
future percolation testing.
In view of the fact that this site is to be used as a school, it is
imperative that the present septic system problems be solved as soon as
possible. The best way to accomplish this, I feel, would be connection
to the public sewer system.
Robert Dep ula, R.S.
Town Sanitarian
RD:bw
cc: Marshall Montana, Chairperson--Planning & Zoning Commission
Peter DeMallie, Town Planner
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1
TOWN OF SOUTH WINDSOR
TOWN HALL
SOUTH WINDSOR, CONN. 06074
DEPARTMENT POLLUTION CONTROL
DateL
The Sanitary Sewer Septic System
at . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
or lot # • . . . . . . . . . has been installed and completed
in accordance with the Town of South Windsor ordinances
and regulations.
Accepted and Approved
By Date .— --.
_f
I
Percolation Test
Messiah Evangelical Lutheran Church
Buckland Road
South Windsor, Connecticut
Soils Log
0-8" Topsoil
8"-39" Brownish fine sand with some silt
Percolation Rate-6 minutes per inch
Date of Percolation Test- 2/1 /71
Submitted by,
A. Richard Lombardi',P.E.
Szestowicki and Lombardi Associates
CO hlvF��iry�
No,yA47
s � �
---- ---------
BNrt®n & "van H91010"
y;n�rs, Inc.
STATE OF CONNECTICUT
RDEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES
Ou! y Wit
1.1 MSl4/i S
November 3, 1994
Robert Deptula, RS
South Windsor Health Department
Town Hall
South Windsor, CT 06074
Re: Results of Soil Testing on Messiah Lutheran Church
Property, 296/300 Buckland Street, South Windsor
Dear Mr eptula:
On October 28, 1994 I witnessed the testing of soils pertaining to the
repair of the subsurface sewage disposal system on the Messiah Lutheran Church
property, 296/300 Buckland Street in South Windsor. Bob Ward, from the
consulting firm of Robert A. Ward Associates, conducted the tests and
installed monitoring pipes for future observations of groundwater conditions.
The results of testing were as follows:
Q 202
0-8" top soil 0-10" top soil
8"-24" Yellow brown loose 10"-26" olive gray mottled
fine sand and silt comp. fine sand and silt
24"-36" faintly mottled 26"-38" r.b. mod. comp.
med. to fine sands med. to fine sands
36"-60" reddish brown mod. 38"-60" red comp. med. sands
compact med. to fine sands 60"-72" red comp. silts (saturated)
60"-84" reddish compact sands water seepage 40"
water seepage 78"
203 2_Q4
0-12" top soil 0-10" top soil
12"-29" y.b. loose fine 10"-18" y.b. loose fine
sands and silts sands and silts
29"-42" faint mottled mod. 18"-26" gray mottled fine
comp. med. to fine sands sands and silts
42"-82" reddish comp. med. sands 26"-43" reddish mottled mod.
82"-86" red sand stone comp. med. to fine sands
43"-84" reddish comp. med. sands
water seepage 83"
Nine (9) new monitoring pipes were installed to go along with the three
(3) existing pipes from previous testing. Groundwater elevations should be
recorded during the next "wet season For sizing purposes, percolation tests
- - -- -should-also--be-conducted in-the yellow brown fine sand--and silt layer found in--- ----
test pits 201, 203 and 204.
Phone: 240-9277
Telephone Device for the Deaf (203) 566-1279
150 Washington Street — Hartford, CT 06106
An Equal Opportunity Employer
Robert Deptula
November 3, 1994
Page 2
If you have any additional questions, please feel free to contact us.
Sincerely,
Arthur J. Castellazzo
Sanitary Engineer III
On-Site Sewage Disposal Section
AJC:lh/8442D
c: Robert A. Ward, P.E.
STATE OF CONNECTICUT
DEPARTMENT OF PUBLIC HEALTH AND ADDICTION SERVICES
OYi 'J"'o
r
November 3, 1994
Robert DeP tula, RS
South Windsor Health Department
Town Hall
South Windsor, CT 06074
Re: Results of Soil Testing on Messiah Lutheran Church
Property, 296/300 Buckland Street, South Windsor
Dear Mr eptula:
On October 28, 1994 I witnessed the testing of soils pertaining to the
repair of the subsurface sewage disposal system on the Messiah Lutheran Church
property, 296/300 Buckland Street in South Windsor. Bob Ward, from the
consulting firm of Robert A. Ward Associates, conducted the tests and
installed monitoring pipes for future observations of groundwater conditions.
The results of testing were as follows:
201 202
0-8" top soil - 0-10" top soil
8"-24" Yellow brown loose 10"-26" olive gray mottled
fine sand and silt comp. fine sand and silt
24"-36" faintly mottled 26"-38" r.b. mod. comp.
med. to fine sands med. to fine sands
36"-60" reddish brown mod. 38"-60" red comp. med. sands
compact med. to fine sands 60"-72" red comp. silts (saturated)
60"-84" reddish compact sands water seepage 40"
water seepage 78"
203 204
0-12" top soil 0-10" top soil
12"-29" y.b. loose fine 10"-18" y.b. loose fine
sands and silts sands and silts
29"-42" faint mottled mod. 18"-26" gray mottled fine
comp. med. to fine sands sands and silts
42"-82" reddish comp. med. sands 26"-43" reddish mottled mod.
82"-86" red sand stone comp. med. to fine sands
43"-84" reddish comp. med. sands
water seepage 83"
Nine (9) new monitoring pipes were installed to go along with the three
(3) existing pipes from previous testing. Groundwater elevations should be
recorded during the next "wet season". For sizing purposes, percolation tests
should also be conducted in—the-yellow-brown-fine -sand and-silt layer-found In
- -—----
test pits 201, 203 and 204.
Phone: 240-9277
-�� Telephone Device for the Deaf (203) 566-1279
150 Washington Street — Hartford, CT 06106
An Equal Opportunity Employer
Robert Deptula
November 3, 1994
Page 2
If you have any additional questions, please feel free to contact us.
Sincerely,
Arthur J. Castellazzo
Sanitary Engineer III
On-Site Sewage Disposal Section
AJC:lh/8442D
c: Robert A. Ward, P.E.
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MY GATIOR FOR SEWAGE DZS."JAL SYSIM4
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M COLITION TEST9: (Record &U. taste) SOIL MOtTrJRE:
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TEST R£ADIMS
sca. #2 aca#3 MLLP ,
114
Tim ReadSag Time Reading Time R*sding Time Readi=
TABULATION. MP TOT °E MIS
Depth � � !Minimum .Perao3atSoa Rate
Hole Locald=
1
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C'S:ERPATIZON FITS: (Record all pits) Ground 'dater Table: ,ear max. Below Max.,
PIT y P= - c PzT
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TABULA".'I9R OF CSSII�JA'!''IQA P'i".5
Ground Soil
Leda water At
Pit tZIMUM -- --
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IfM=GATICN ?OR STAGE DLSPQSAL SY ,M
own= �i�l'I iGo-tur� GLi 161-6 i LOCATION � jZ.Y
pUCOI,'MN TES'15: (Record all. tests)&- 0 SOIL MOISTURE:
Date7 mod., ov esc
TEST REAMMS
BCLE 1 BOLL #2 nLL 3 ME #14
Tine Reading Time Reading Time Rescuing Time Reading
TABULATION OF T—MT ?FSLVLTS
Pro-seah ?�iaimum .pescolstlon Raze
8= Loca= (=) Mrs. (Minx./Inch)
1
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CBSERU^_TION PM: (Record all pits) Greu d 'Ater Table:
(Date) ,ear wsx. Be ov Max ,
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prr A prr r PTT .0 2-- Pzz
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ZZ Yb Coft-p![cl rwnve Sand sy�i /Tirol'C �.seSa —to , 6-� a JhCal san�
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=V==GATICR rOR SMOZ DL POM SYSTM.
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1.0vt a=
TEST Rnmms
ELZ #1 3OLB #2 acLa. 3 HOu ,
Tim Reading Time Reading Time Reeving Time Reading
. TABVLATIOR tap TrT ?F5L?L'I'S
Miaimum .pereolatioa Fate
Pr'scatc (Dias./Iaoh)
Hole Location (*=s) (En.
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2
3
4
CBSERVATIOR FITS: (Record all pits) Ground 'Ater Tables
�� ,ear Meac., Below
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TOWN OF SOUTH WINDSOR
HEALTH DEPARTMENT
Application for permit to install a new/repair subsurface sewage disposal system. To the Health Department,
Town of SoutAW,'nd or.
Fee Paid O — 33-21 Date Permit Number
As a subsurface sewage disposal system installer licensed in the State of Connecticut, I
fin, ��,��.� ��� � �1,��►�� i�I l�,,v� ����i 3�� ot�a y�
Name, Address, Telephone Number, License Number
hereby apply for a permit to construct/repair a subsurface sewage disposal system IIpcat d at
a is + 3oo d7.1r-W.Wad Q d and owned by PQ� ) Z,j w S�9I ca
Street,, Nu
L Address, Lot mber Name
L�., he.4-Otiy%
Address
Information to be supplied by Applicant:
Type of dwelling If non-residential, estimated daily flow
Residential,Commercial,Etc.
Number of bedrooms Size of lot
Number of fixtures above basement
Tubs,Sinks,Toilets,Etc.
Number of fixtures in basement, if any ,
Pumped or gravity flow,
Type of water supply If private,type of well
Public-Private
Information to be supplied by Health Department:
Soil type at various levels
Percolation rate Square feet of effective leaching area required
Size of septic tank Type of system
Trenches,Drywells,Etc.
Number of dry wells, trenches, etc. Distance between individual leaching
units. Distance from well on same property on adjoining property
Curtain drain required
Yes,No
Height of system above ground water maximum ground water
ledge , impervious soil layer
If automatic closing is required, description
I
A PLOT PLAN INDICATING LOCATION OF PROPOSED STRUCTURE, WATER SUPPLY, SEPTIC SYSTEM, EM•
BANKMENTS, WATERCOURSES, PROPERTY LINES AND ALSO INDICATING EXISTING AND PROPOSED
FINISHED GRADES MUST BE SUBMITTED BEFORE THIS PERMIT CAN BE ISSUED.
THIS PERMIT IS NOT TRANSFERRABLE FROM PERSON TO PERSON OR FROM PLACE TO PLACE.
NO PART OF THE SYSTEM SHALL BE BACKFILLED UNTIL IT HAS BEEN INSPECTED AND APPROVED BY THE
SANITARIAN.
SPECIFICATION AND REQUIREMENTS AS STATED IN THIS PERMIT MUST BE MET AND ANY CHANGES MUST
BE APPROVED BY THE TOWN SANITARIAN BEFORE FINAL APPROVAL WILL BE GIVEN.
THIS PERMIT SHALL NOT BE CONSTRUED AS PERMISSION TO CREATE A NUISANCE CONDITION NOR IS
THIS SYSTEM GUARANTEED BY THE HEALTH DEPARTMENT.
Permit Received by MIr L,. bOa Date
S gnature of Applican icense Amber
For Office Use Only
Permit issued by Date
System installed by l i
-inal Inspection Approval Date
V E 1 I l� 6 ROBERT A.WARD,JR.
WAR Licensed Professional Engineer
VI C E S Licensed Land Surveyor
22 ELEANOR + VERNON, CONNECTICUT 06066 i203I 872-6350
MELC-105 25 October 1995
Arthur J. Castellazzo, Sanitary Engineer III
ON-SITE SEWAGE DISPOSAL SECTION
DEPARTMENT OF PUBLIC HEALTH AND ADDITION SERVICES
STATE OF CONNECTICUT
150 Washington Street
Hartford, Connecticut 06106
RE: PROPERTIES OF MESSIAH EVANGELICAL LUTHERAN CHURCH LOCATED
AT 2% AND 300 BUCKLAND ROAD IN SOUTH WINDSOR, CONNECTICUT
---- REMEDIAL SEPTIC SYSTEM BIPROVEMENTS -- FINAL PLANS
Dear Mr.,Castellazzo:
We have completed plans for a new pumped septic system at the Messiah Evangelical
Lutheran Church and have enclosed one set for your use. The Church wishes to proceed with
construction this year if at all possible. In order to save time,we wanted you to have a copy in
advance should Mr. Robert Deptula,R. S., South Windsor Sanitarian, solicit your council. We
understand that will be no fee required if he only requests verbal comments. Should he require
formal written comments, there will be a$100 review fee payable by the Church to the State.
Thank you for your council and sage advise on this project If you require any additional
information, please advise.
Very truly yours,
&44.0t a . w .
Robert A. Ward, Jr., President
WARD'S SURVEYING SERVICES
enc. MAP 99511851; MAP 99511852; MAP 99511853
p.c. Robert Deptula, R. S., South Windsor Sanitarian w/
Von d Ei7iler,--Chairman Board of-Property
Richard L. Johnston, Vice-Chairman Board of Property
Pastor Philip J. Henselin
af'#.fiascs of land su-tvayin9 - sits#rannin9 - sz#tic system design - tugativision wotk