HomeMy WebLinkAboutSeptic Repair 410 Niederwerfer Road FORM#2 State of Connecticut Department of Public Health APPLICATION NO.
. -
INVESTIGATION FOR SEWAGE DISPOSAL SYSTEM
Owner
Location
PERCOLATION TESTS:(Record all Tests) y` SOIL MOISTURE:
(Date) (high,rn4c�etc.)
TEST READINGS
. .HOLE HOLE HOLE HOLE
une Reading
Time Reading Tune Reading une ea mg
17
J 6�
TABULATION OF TEST RESULTS
Hole Location Depth Presoak Time Percolation Rate
OBSERVATION PITS: (Record all pits) Groundwater Table
(Date) (Near max.,Below max.,etc.)
SOIL DESCRIPTIONS
PIT PIT
PIT PIT
-Ti it
TABULATION OF TEST RESULTS
Pit Location Depth Ledge Ground Water Mottling
1/l/00
49
08/05/2005 FRI 9:03 FAX 860 644 7280 South Windsor Town Hall IM002/002
FORM#2 Con'd State of Connecticut Department of public Health Investigation for Sewage Disposal System
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LOCATION DRAWING
SPECIAL CONDITIONS CONCLUSIONS
System design larger than 2,000 g p.d. Suitable for sewage disposal
Water supply watershed
Possible seasonal high groundwater ✓" Unsuitable for sewage disposal
Watercourse,marsh or pond
Possible seasonal flooding Additional investigation required
' Limited suitable area
Excessive Slope(over 25%) Retest during wet season
Marginal soil(30-60mins/inch)
Shallow ledge(less than 5 ft.) Monitor groundwater thru wet season
Un&rlying tight soil(less than 4 fQ
Other Engineer's plan required
DESIGN RECOMMENDATIONS
Investigated by -4640 Title
Confttmed/witnessed by Title
Comments:
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LEON KAMIINSKI
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NIEDERWERFER ROAD l _ ` T - - �8L
Being lot No. 2 as shown on a map entitled, "plot Plan Niederwerfer Acres South Windsor,
Connecticut Scale 1"=40' Owner & Subdivider Ison Kaminski Bellevue Avenue Rockville
Connecticut February 2, 1977. " '
.,.
LOT NO 2 NIEDERWERFER ACRES SOUTH WINDSOR, CONN.
EM I L--7-VV- _L.U.CEK ASSOCIATES
NO. ' REVISIONS DATE ISCALE , m W8 DATE 9.22-77
CONSULTING ENGINEERS i SEPTIC SYSTEM
5 OAKLAND ROAD AS BUILT W.
DRAWN AmN. CHECKED E. L.
SOUTH WINDSOR. CONN.
203-644-2802 77 107
PRO fCT SHEET
CERTIFIED SUBSTANTIALLY CORRECT - DEGREE OF ACCURA A-2 r
trIuetullcl w I Ilrtry rnum racy I Amn cliovcvno Bono �j
09/28/2006 12:32 8608750428 SKIP'S PAGE 02/02
Town
Location 4-to Date `` 0('0
House No. or Lot No. and Street
New Septic System
X Repairof Existing System
Drat a substantially correct.scale drawing with property boundaries; showing separation distances of septic
system installation; at least two sides of building nearest system; septic tanks, distribution boxes; trenches; dry
.walls; beds; galleries; potable water supply wells; and, other features affecting system and its location.
Show leaching system, septic tank, pump chamber and curtain drains, as needed.
Show NORTH with arrow. Show road, driveway, etc.
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Point #1 #2 #3 #4 #5 #6 #7 #B #9 #10
-Distance from Comer"A" S3` r3C,' f4 G" 125" 131, /7!' !25y' ` tt2' //7 '
Distance from Comer"B" ,3a ` q$f i0s" /o� ` to S` /EG ' I�1 a' 1334 137" / 4
Distance from "C"
Distance from "D"
Revised 12/98
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FOR INFORMTION PURPOSES ONLY
NO GUARANTEEONESSM IMTL
Accurate hiformation you can. rely on.
Soil Gradation Report
GRADATION ASTM D-422;WET WASH ASTM D-1140
PROJECT: POWDER HILL SAND &GRAVEL—INFO PROJECT NO.: 5655
CLIENT PO)�$ER HILT SAND&GRAVEL REPORT NO.: 058
LAB NK: 21698 DATE: 08/16/06
USE: SEPTIC SAND SAMPLED BY; CLIENT
SPEC A: CT D.O.P.II. SOURCE: POWDER HILL-
ELLINGTON PIT
GRADATION RESULTS
SIEVE# %PASS SPEC.A
75 mtn (3") 100.0 100
4.75 mm (#4) 100.04` 100*
2.0 Im (#10) 84.7* 70-100*
425 µm (#40) 37.6" 10-50'r
150 µzn (#100) 7.2* 0-20*
75 l tm (#200) 2.8* 0-5*
COMPLIED WITH: SPEC A: YES
. . .AS PER GRADATION ABOVE
SOIL DESCRIPTION: RED/BROWN SAND;LITTLE GRAVEL;TRACE FINES
*PERCENTAGE OF SAMPLE LESS GRAVEL, R ` G'P ID
D
REMARKS: PERCENTAGE GRAVET'( _
REVIEWED BY: t Sr•—fe"-a �i,�. 1003c,
Pc: Powder Hill Sand&�Grav 1
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Independent Materials Testing Laboratories, Inc. T 860.747.1000 mail@imtict.com Test reports may not be reproduced except in full with
57 N.Washington St.,P.O.Box 745,Plainville,CT 06062 F 860,747.6455 ivvm6mtict,com approval of IMTL.All'results relate io the items.rested.
Te¢d7cpord must not be used by client to claim product
cn otsemencbyNVLAporanyagencyofdtcUSGovernment.
-oN KAMINSKI
S 90-14'-44" W _
169.56 ' /
34
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LEON KAMINSKI
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95.82' -' 7— Q 9.18
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w NIEDERWERFER ROAD
Being Lot No. 2 as shown on a map entitled. "Plot Pian Niederwerfer Acres South Windsor,
Connecticut Scale 1"=40' Owner & Subdivider Leon Kaminski Bellevue. Avenue, Rockville,
Cor,Inecticut February 2, 1977. "
PROPERTY OF UNITED , .
LOT NO. 2 NIEDERWERFER ACRES SOUTH WINDSOR, CONN.
EMIL---V -. Lo.U-.CEK ASSOCIATES
NO. 1 REVISIONS DATE SCALE I - 40' DATE 9-22-77
CONSULTING ENGINEERS I SEPTIC SYSTEM
5 OAKLAND ROADAS BUILT Z 10 is DRAWN A.VH. CHECKED E.W.L.
SOUTH WINDSOR. CONN. ,
203.644-2802 77-107
PRO ECT SHEET
CERTIFIED SUBSTANTIALLY CORRECT - DEGREE OF ACCUR - A-2 i
EMANUEL W. LUCEK CONN. REG. LAND SURVEYOR 6293 ,
DUCTS INC.PORT WASHINGTON,N.T
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1540 SULLIVAN AVENUE - SOUTH WINDSOR, CONN. 06074
f�osoR-CO � AREA CODE 203/644-2511
PUBLIC WORKS DEPARTMENT
POLLUTION CONTROL DIVISION 30 August, 1976
Ramesh P. Singhal Ph.d, P.E.
1538 West Broad Street
Stratford, Connecticut 06497
Subject: PROPERTY OF THEODORE L. & LEON KAMINSKI
Dear Dr. Singhal:
I have received the two (2) additional plot plans for proposed lots on
the subject property - located on the east side of Niederwerfer Road, north
of Ellington Road. I am aware that none of this sub-division has received
any approval or go-ahead from our Planning & Zoning Commission; however, I
have reviewed the plans, as submitted, and have the following comments to
offer:
1. The perc rate established in the rear of each lot - twenty (20)
minutes per inch - is within the allowable limits as set forth in
Section 19-13-B201 of the Public Health Code;
2. As designed the proposed leaching systems are more than
adequate to meet Code requirements; and,
3. Using a scale, all horizontal separating distances appear to
concur with Section 19-13-B20f of the Code.
However, in accordance with Section 19-13-B20j of the Code, I must insist
that new observation pits be dug on both lots - these new pits to be dug
within seventy-five (75) feet of all parts of the proposed leaching system H
locations. In short, they must be dug near the sites of the rear yard perc
test holes. I feel these new pits are necessary to assure that ground water
and ledge rock conditions in the areas of the proposed systems meet the ;
requirements of Section 19-13-B20f of the Code.
If youl.,have any questions, please feel free to contact either o
Mr. Frank Smith or myself at 289-0185. o
Very truly yours, r,
-TOWN OF SOUTH WINDSOR R°
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Mel in Edwards, r.
Sanitary Inspector
cc Allan S. Young, Frank J. Smith, Jules E. Page
DR. RAMESH P. SINGHAL, Ph.D., FIE., P.E. (CONN. & MASS.)
CIVIL AND SANITARY ENGINEER n
1538 W. BROAD ST., 623 Talcottville Road
Stratford, Conn. 06497 Vernon, Conn. 06606
Tel. (203) 378-4467 Tel. (203) 875-8887
SITE PLANNING
• �Ly � ,37
SEPTIC SYSTEM DESIGNS
WATER,& SEWERAGE
SYSTEMS
DRAINAGE STUDIES
&DESIGNS �CiY ��WQ�Y�s _ ` V✓
SUB-DIVISION LAYOUT &
DESIGN OF UTILITIES 1 "" S '
FLOOD INSURANCE CQYYI U 1a 1 I d Y)s r �e
STUDIES l G YIS Q Y1l� I l
ENVIRONMENTAL r � /(y��:
PROBLEM SOLVING �� osQp v
HYDRAULIC & JJQ m( }7Si� 1
HYDROLOGIC STUDIES O 7S f'(� P—
DAMS & RESERVOIRS
``(((
PUMPING STATIONS
honc. �� �C�2 •
INSPECTIONS & a1w -
REPORT WRITINGS Q �0 1
Home �f lat
5J
.`,Inspections, L°J� lcLs - .
Building - LJ"�G V1ti2
Appraisals 1� f2ri,ae
en e/U6
uer,'I-0
ad o-�-- S -
JOT- yl�
t
DR. RAMESH P. SINGHAL, Ph.D., FIE, P.E. (CO'NN. & MASS.) C� 6
CIVIL AND SANITARY ENGINEER
1538 W. BROAD ST., STRATFORD, CONN. 06497 - TEL. (203) 378-4467,
SITE PLANNING
•
SEPTIC SYSTEM DESIGNS PROPOSED SEWAGE DISPOSAL SYSTEM
•
WATER & SEWERAGE AT THE LOT (PER ATTACHED PLAN) ON
SYSTEMS NIEDERNERFER, SOUTH WINDSOR, CONNECTICUT
DRAINAGE STUDIES
&DESIGNS
SUB-DIVISION LAYOUT & OWNED BY
DESIGN OF UTILITIES
FLOOD INSURANCE THEODORE L. AND LEON KAMINSKI
STUDIES SOUTH WINDSOR, CONNECTICUT
ENVIRONMENTAL
PROBLEM SOLVING
•
HYDRAULIC &
HYDROLOGIC STUDIES One test pit eight feet deep was excavated on the
•
DAMS & RESERVOIRS lot. No ledge or- ground water was observed.
PUMPING STATIONS
INSPECTIONS & A nerc. test was done at the front side of t e
REPORT WRITINGS Jt, near the Niederwerfer Road. The oercolatlon rate
came out avnroximately 65 minutes n r inch which is
»nsa _i sfa _ ortx_
pother perc, test was done a rds the back
side of the mot see plan) which gave a rate
= 20 minute per inch
which is satisfactory• As the ground is sloping towards
the back, it will actually be much better to locate the
disposal system on the back and the well in the front.
Required leaching area for a 3-bedroom house
675 square feet
Length of 3' wide trenches = 675/3 = 225 feet_
6 trenches 40 feet long each, providing a total
length of 240 feet and total leaching area of 240 x 3 =
720 square feet, have been shown on the plan. In addi-
tion a provision for 100% reserve area has been made.
A 1,000 gallon capacity tank should be constructed.
If a 4-bedroom house is constructed the capacity of
septic tank should be 1,250 gallons. The leaching field
should then consist of 6 - trenches 50 feet long each pro-
viding a total leaching area of 900 square feet.
�-7S.QO'
L94C14INC,- FIELD,
/ \ 6 TRENCM}ES 31 WIDE n
30 DEEP
RESER , AN0 40' L NCr MACH.
. / J00% APO. MIKIA4U
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}
DR. RAMESH P. SINGHAL, Ph.D., F.J.E., P.E. (CONN. & MASS.)
CIVIL AND SANITARY 'ENGINEER
1538 W. BROAD ST., STRATFORD, CONN. 06497 TEL. (203) 378-4467, Q`
SITE PLANNING
SEPTIC SYSTEM DESIGNS PROPOSED SEWAGE DISPOSAL SYSTEM
WATER*& SEWERAGE AT THE LOT (PER ATTACHED PLAN) ON
SYSTEMS NIEDERWERFER, SOUTH WINDSOR, CONNECTICUT
DRAINAGE STUDIES
&DESIGNS
SUB-DIVISION LAYOUT & OWNED BY
DESIGN OF UTILITIES
FLOOD INSURANCE THEODORE L. AND LEON KAMINSKI
STUDIES SOUTH WINDSOR, CONNECTICUT
ENVIRONMENTAL
PROBLEM SOLVING
•
HYDRAULIC &
HYDROLOGIC STUDIES One test rat eight- Levi deep, was excavated on the
DAMS & RESERVOIRS lot. No ledge or ground water was observed.
•
PUMPING STATIONS
- INSPECTIONS & A perc, test was done at the front side
REPORT WRITINGS Ot near the Niederwerfer Road. The percolation rate
came cut annroximately 65 minutes ner inch which is
unsatisfactory,
Another nerc. test was done towards the back
side of the lot (see plan) which gaav_e_a rate
20 minute ner inch
which is satisfactory. As the ground is sloping towards
the back, It Wj:ll actually be much better to locate the
disposal system on the back and the well in the front.
Reguired leaching area for a 3-bedroom hcz>�Q
675 square feet
Length of 3' wide trenches = 675/3 = 225 rraiw�w.wr feet.
rr�.rsww. �iws�
6 trenches 40 feet long each, providing a total
length of 240 feet and total leaching area of 240 x 3' =
720 square feet, have been shown on the plan. In addi-
tion a provision for 100% reserve area has been made.
A 1,000 gallon capacity tank should be constructed.
If a 4-bedroom house is constructed the capacity of
septic tank should be 1,250 gallons. The leaching field
should then consist of 6 - trenches 50 feet long each pro-
viding a total leaching area of 900 square feet.
'7&
Off"-H E ti L-A Q O F- O
17 o �A I PFPC A f
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14904W1 GRAVEL.
Ft�L-bm 'Tt�cas /oao GALLS. 3
l!j BTg"!A t I TN OF PTIC Ti k a = J
h �t',Do r,, 0
Q Ynn O P�ixr6RATED PIPF- In
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Q No LEA
No WATER
' PROPOSED �►
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Y
MEMORANDUM
PUBLIC WORKS DEPARTMENT
POLLUTION CONTROL DIVISION
TO . Jules E. Page Planning Coordinator
FROM . Melvin Edwards, Jr. - Sanitary Inspector
DATE 28 July, 1976
SUBJECT PERMIT PLAN PREPARED FOR THEODORE L. & LEON KAMINSKI
The subject plan and accompanying test report - copies of which I have attached for
your records and information - cover only one (1) lot of the Kaminski property on the
east side of Niederwerfer Road - the corner lot abutted on the north by land of the
Connecticut Light and Power Company.
I have just completed a review of this plan, as submitted to me by Dr. Ramesh P.
Singhal, and have the following comments to offer:
a. The pert rate of twenty (20) minutes per inch is within the allowable
limits as set forth in Section 19-13-B201 of the Public Health Code;
b. Using a scale, all separating distances appear to concur with Section
19-13-B20f of the Code; and,
c. As designed the leaching system is more than adequate to meet Code require-
ments; however, I must insist that the trench ends be tied together as
required by Section 19-13-B20i(a) of the Code. This is a matter that would
normally be handled in the field by the Drain Layer, however, and presents
no problem at this time.
In short, with:;the addition of equalization trenches, I approve the plan as
submitted.
Me n wards, Jr.
Sanitary Inspector
ME/
Enc1
cc Allan S. Young - Director of Public Works
Dr. Ramesh P. Singhal
file
. y
DR. RAMESH P. SINGHAL, Ph.D., F.J.E., P.E. (CONN. & MASS.) r
CIVIL AND SANITARY ENGINEER
1538 W. BROAD ST., STRATFORD, CONN. 06497 - TEL. (203) 378-4467
SITE PLANNING
SEPTIC SYSTEM DESIGNS v
• July 22, 1976 `
WATER & SEWERAGE 1 "
SYSTEMS
DRAINAGE STUDIES
&DESIGNS
SLI DESIGN OF UTILITIES Mr. Mill Edwards
FLOOD INSURANCE Assistant Sanitarian
STUDIES Town Hall
ENVIRONMENTAL Sullivan Avenue
PROBLEM SOLVING South Windsor, Conn. 06074
HYDRAULIC &
HYDROLOGIC STUDIES
DAMS & RESERVOIRS Dear Mr. Edwards:
PUMPING STATIONS With reference to our conversation
INSPECTIONS &REPORT WRITINGS on the phone, p herewith lease find a site plan
showing the test results on one of the lots of
Mr. Kamniski located at Niederwerfer Road. The
design calculations are herewith enclosed and the
proposed disposal system has been shown on the
plan.
I shall feel obliged if necessary
action be taken to approve this system at your
earliest convenience.
I am working on the other lots
for which the owner wishes to seek approval and
will get back to you in due course of time.
Yours Truly,
(Dr. Ramesh P. Singhal)
DR. RAMESH P. SINGHAL, Ph.D., F.J.E., P.E. (CONN. & MASS.)
CIVIL AND SANITARY ENGINEER
1538 W. BROAD ST., STRATFORD, CONN. 06497 - TEL. (203) 378-4467
'46
SITE PLANNING
SEPTIC SYSTEM DESIGNS ®��
WATER & SEWERAGE
SYSTEMS
DRAINAGE STUDIES PROPOSED SEWAGE DISPOSAL SYSTEM AT
&DESIGNS CORNER LOT. (AS PER ATTACHED PLAN) ON
SUB-DIVISION LAYOUT & NIEDERWERFER ROAD, S. WINDSOR, CONN.,
DESIGN OF UTILITIES
FLOOD INSURANCE STUDIES OWNED BY
ENVIRONMENTAL
PROBLEM SOLVING THEODORE L. AND LEON KAMNISKI,
'HYDRAULIC & S. WINDSOR# CONNECTICUT.
HYDROLOGIC STUDIES
DAMS & RESERVOIRS
PUMPING STATIONS An eight foot deep test pit was excavated
INSPECTIONS & with a back-hoe and also one percolation test was
REPORT WRITINGS done at the location indicated on the map. There
is no ledge or ground water upto a depth of 8 feet.
The perc-rate came out as
20 minutes per inch.
Required leaching area for a 3 bedroom
house
675 square feet.
Length of 3' wide leaching trenches
675/3 = 225 feet.
6 trenches 40 feet long each giving a
total length of 6 x 40 = 240 feet and total leaching
area =240 x 3 = 720 square feet, have been provided.
In addition a 100% reserve area has been
indicated on the map.
A 1,000 gallon capacity tank should be
constructed for a 3 bedroom house or 1,250 gallon
one for 4 bedrooms.
®�E ? 1979
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RESERVE LaaCH#J� FIELD
1 4 7RFNCNF.. 3/k1'DE
Aer.A ( o3l,) 30" DFFP AND4o'LOW,, ��
?� DrMV' TeST-P1T MIN Ch'_AVIL. FILL IN
NO L6'oGE T;2ENCNES: 16" f3ft_rth;
uo wMit Z9 S. -7' ' 4" PFlZFOkjhTfiD. PIPS, — — — — --
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LEON KAMINSKI
- S 90_14-'44" W --
-- 169.56 _ � Ole.- - TFSr .PIT I "
rsurl 6"-36" SAkt)-r GaAoE-L
S 13EO2pom 36"- 69' -TIdHr G►2AVGL
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USE J7z6 SF �.FAcIJvQ iRF�+GN 3�
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Jn2eA = �,3Ga S:F, 1t3-�3 71dlir daAVEL
LEON KAMINSKI
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, —I- N 60-02 -30 E
N 00-24-50 E °" 1 _ _ .. ._. _ -b8%- .
�T NIEDERWERFER ROAD
Being .Lot No. 2 as shown on a map entitled "Plot Plan Niederwerfer Acres South Windsor,
Connecticut Scale 1"=40' Owner & Subdivider Leon Kaminski Bellevue Avenue, Rockville,
Connecticut February 2, 1977. "
PROPERTY OF UNITED PAINTING, INC.
LOT NO. 2 NIEDERWERFER ACRES SOUTH WINDSOR, CONN.
EMIL W . LUCEK ASSOCIATES
NO. REVISIONS DATE SCALE I"- 40' DATE 9-22- 77
CONSULTING ENGINEERS - -3a_Jr
5 OAKLAND ROAD DRAWN A.VH. CHECKED E.W.L.
SOUTH WINDSOR, CONN.
203-644-2802 7- 107
PROJECT, SHEET
CERTIFIED SUBSTANTIALLY CORRECT DEGREE OF ACCUR
r
EMANUEL W. LUCEK CONN. REG. LAND SURVEYOR 6293 f
i
Department of Pollution Control
SOUTH WINDSOR, CONNECTICUT-
DRAIN LAYER'S PERMIT
Application for Permit to Install or Repair Individual Sewage Disposal System
FeePaid By 7 ..... ......................................................... Permit No. 77-
0
Date ............ ................7................
Pursuant to written apph 'o permission is hereby granted to the Licensed Drain Layer named herein
for repair or construction of an individual sewage disposal system concerning which the following
information is submitted:
1. Owner of Property .... .......
..... .... ......................... dress of Owner ...........................................................................
2. Location of Property 40......... ............ . ..... . .... . ........4010;
........ . ..... ........................................................... Lot No. ..............................
3. Type of Structure ................. 6
............................. ..............................................................................................................................................................
(Dwelling, Com"rcial Building, Store, etc.)
4. Number of Families or Persons.to Occupy Premises .................7
-1 ......................................I...................I....................................................................................
5. Number of Bedrooms .....................a....................
6. Average Daily Flow ...................................................
�4 r Manufacturer and
7. Liquid Capacity of Septic Tank Material of Septic Tank ...........Id <......................................................
8. Soil Conditions: Type of Soil .............................................................................................................................................................................................................................
(Sand, Gravel, Clay, etc.)
Maximumground 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 .......................................................................................
11. Percolation Tests: Time for I" drop in soil test ..............................................................................................................................................................................
Classification of soil
12. Minimum square feet of effective seepage area required ...................................................................................................................................................
13. Leaching System: Number of trenches ................................................ Length ................................................... Width ....................................................
Total ................................................ Other
14. Plot Plan Attached. ...............................................................
15. Layout Approved. ....................................................................
16. This permit expires ...................................................................................................................
040'
Signature ;r0a0004
(Licensed
Installation Completed, Inspected and Approved in accordance with State Public Health Code and Local Ordinances
.................................................................................................................................... 19 By ............................. .......................................................I........................................................
Pollution Problem abated Date ................................
Inspector