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F/TCH HOMESTE,4C, LLC
VOLUME 301 PA(ii- 404
D -Boy 4,9,A4
INV 496.17 IN
INV 496.00 OUT
urvul.1) 1 umtftu INV 492.0±
GROUND WITH PERFORATED ENO ',AP -71
IROII PPE 490
SEDIM EJV7" TEA/ C. TDE9�All
RECOVIRED
NOT TO SCALE
68'-4w PVC FOOTING
DRAIN OUTLET PIPE
S=0.02±
1,500 GALLON SEPTIC TANK
INV 496.75 IN
INV 496.50 OUT
-CEgE.WD
Co..)
UTILITY POLE
ELEV,
ELEVATION
PERFORMED BY ME UNCAS HEALTH DISTRICT ON 3-27-02.
PLUS OR MINUS
FT
FEET
REC•
RECOVERED
Typ.
TYPICAL
Pvc
POLYVINYL CHLORIDE-
S. F.
SOUARE. FEET
f _F
FINISH rL&OF
BSMT
BASEMENT
SAN,
SANITARY
EXISTING CONCRETE COVER
rol N /F
APPROXIMATE LOCATION OF ROBERT R. LOVEJO`1l
EXISTING; KATHRYN L. LOV-Dy
XI ; SEPTIC TANK
(PER OWNER)
VOLUNlE 1 12 3 PA G LE
INV II VE R T
NEW TNGLIAOVID
w
Vol
PIN
V
/C 'AP S6 T
f
V
LEFFING jti'ELI.
GRAPHIC SCALE.
( IN FEET
I in -ch = 20 ft.
IRON PIN
WICAP SET
490
- IRON PIN
WICAP SET
APPROXIMATE
D -Box LOCATION OF
INV 493-02 IN EXISTING SEPTIC
INV 492.85 OUT SYSTEM
OVERFLOW D-PDX
INV 495.77 IN
INV 496.10 OUT
L. 32
AREA 1. 6 1 ± ACRES
('070,280_:� S. F.)
"I.. _ ��
Nl_
APPROXIMATE
LOCAPON OF
EXISTINC SEPTIC
TAW
SU RTE ROTES
1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCES�C
300&-1 THROUGH 20-3008-20 OF
THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "STA '.')S FOR AND MAPS IN THE STATE OF
CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION )F LAND 'A
_,RS, INC. IT IS AN IMPROVEMENT
LOCATION AND TOPOGRAPHIC SURVEY (DEPENDENT RESURVEY BASED ON
A.) AND CONFORMS TO
HORIZONTAL CLASS A-2 AND TOPOGRAPHIC CLASS T-2 ACCURAC,' STAND,4. 0 IS INTENDED TO BE USED FOR
SITE DEVELOPMENT.
2. PROPERTY LINES AND BEARINGS AS SHOWN WERE DERIVED FROM REFERE., 'E MAP 4. A.
3. CONTOURS AND VERTICAL DATUM AS SHOWN ARE DERIVED FROM ACTUAL . ELD SURVEY AND ARE BASED ON AN
ASSUMED DATUM.
4, REFERENCE MAPS:
A. "KORENKIEWICZ SUBDIVISION "SITE DEVELOPMENT PLAN* PREPARED F(,',kl KAREN COMEROSKI 17 LEFFINGWELL ROAD
MONTWLLE, CONNECTICUT SCALE: 10=30' APRIL 2002 0. N) 2-- ' 5 Y BOUNDARIES LLC R SED T 411912
- 0 t� 7 " 8EVI 0 0
5. ALL EXISTING UTILITIES ARE APPROXIMATE ONLY THE CONTRACTOP SPALL VERIFY ALL UTILITY LOCAT70NS AND
ELEVATIONS PRIOR TO ANY CONSTRUCTION, CONTRACTOR SHALL CONTACT 'CALL -BEFORE- YOU -DIG - AT
1-800-922-4455 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATICN.
F.
TOWN LINE
'Fracting
9 TOWN OF
SITEw
141
IRON PIN
WICAP SET 75' RADIUS
_0
GUYWIRE
SNET1620
...... ...... ........................... .
1,'OAD
-------------
DEEP TEST PIT AND PERCOLATION
TEST RESULTS
TS WERE 'W17NES"CIED 131v I'HE U,4CAIS HE4Ll_',-H LnSTpI%,-_l'F 01'v'
NEST PITS 1-5) AND 2-12-03 (TEST PITS 6 & 7). PERCOLATION TEST' WAS
PERFORMED BY ME UNCAS HEALTH DISTRICT ON 3-27-02.
LOCATION MAP
TEST PIT 11
RAI iEWOTTS SCALE: 1*=1000" jNT
1.
THIS SEPTIC SYSTEM INSTALLATION SHALL CONFORM TO Ti/E CURRENT EDITIONIREWSION OF THE "CONNECTICUT PUBLIC HEALTH CODE" BY THE STATE OF CONNECTICUT DEPARTMENT OF
7"- 44 * SUBSOIL
PUBLIC HEALTH. ALL MATERIALS (PIPING, SEPTIC TANK, !TONE, FILL, ETC.) USED FOR THIS SEPTIC SYSTEM SHALL CONFORM TO THE CURRENT EDITION/REVISION OF THE "TECHNICAL
44"- 930 GREY SAND
STANDARDS FOR THE DESIGN AND CONSTRUCTION OF SUESURFACE SEWAGE DISPOSAL SYSTEMS- REVISED JANUARY 1, 2000.
2.
THE PROPOSED HOUSE SEWER FROM THE BUILDING TO TIE SEPTIC TANK SHALL BE SCHEDULE 40 PVC ASTM D 1785 OR APPROVED EQUAL. ALL OTHER SEWER PIPE FOR THIS SEPTIC
TEST PIT J2
SYSTEM SHALL BE 4" PVC ASTM D3034, SDR 35 WITH RIBBER COMPRESSION GASKET OR BELL- AND SPIGOT OR APPROVED EQUAL.
3.
THERE ARE NO WELLS WITHIN 75' OF THE PROPOSED ",E-lirIC SYSTEM.
4.
THERE SHALL BE NO STUMPS OR BOULDERS BURIED W'TfIN 50'DOWN GRADIENT OF THE SEPTIC SYSTEM. SHOULD ANY SIGNIFICANT VARIATIONS FROM THE TEST HOLE DATA BE
37'"- 99* GREY SAND
ENCOUNTERED DURING EXCAVATIONS (LEDGE, GROUNDWiTliR, MOTTLING, SOIL TYPE, ETC.), THE DESIGN ENGINEER SHALL BE NOTIFIED PRIOR TO INSTALLATION OF THE SEPTIC SYSTEM.
5.
ALL EXISTING UTILITIES ARE APPROXIMATE ONLY. THE C04TRACTOR SHALL VERIFY ALL UTILITY LOCATIONS AND ELEVATIONS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL CONTACT
"CALL -BEFORE- YOU -DIG " AT 1-800-922-4455 AT LEAS' 48 HOURS PRIOR TO ANY EXCAVATION.
6.
NO DEVIATION FROM THE APPROVED DESIGN PLAN SHALL BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE UNCAS HEALTH DISTRICT AND THE DESIGN ENGINEER.
7.
PROCEDURE FOR THE INSTALLATION OF THE PROPOSED SEPTIC SYSTEM-
3'- 86* GRAVEL WITH LARGE STONES
A. INSTALL SE P77C SYSTEM PER PLAN.
NO GROUNDWATER, NO LEDGE, NO MOTTLING
B. COVER SYSTEM WITH A MINIMUM OF 6" OF LOAV, GRADE TO PREVENT PONDING AND SEED WITH GRASS TO STABILIZE. THE FINISHED GRADE 10' FROM ANY PART OF THE PROPOSED
EXISTING
LEACHING GALLERIES SHALL BE AT LEAST THE SAME ELEVATION AS THE TOP OF THE RESPECTIVE LEACHING GALLERY.
SINGLE-FAMILY
WOOD FRAME
C. CLEANOUT MANHOLES AT THE INLET BAFFLE AND AT THE OUTLET FILTER OF THE SEPTIC TANK OR ASSOCIATED RISERS AT THESE LOCATIONS IF REQUIRED, SHALL BE LOCATED ATA
Ow- 8" TOPSOIL
DEPTH NOT GREATER THAN 12" BELOW FINAL GFA)E'.
HOUSE
8.
FOR EXACT HOUSE DIMENSIONS, SEE BUILDING PLANS,
9.
PRIOR TO THE START OF CONSTRUCTION, THE PROPOSED HOUSE AND SEPTIC SYSTEM SHALL BE STAKED BY A LICENSED LAND SURVEK
IRON PIN
WICAP SET 75' RADIUS
_0
GUYWIRE
SNET1620
...... ...... ........................... .
1,'OAD
-------------
DEEP TEST PIT AND PERCOLATION
TEST RESULTS
TS WERE 'W17NES"CIED 131v I'HE U,4CAIS HE4Ll_',-H LnSTpI%,-_l'F 01'v'
NEST PITS 1-5) AND 2-12-03 (TEST PITS 6 & 7). PERCOLATION TEST' WAS
PERFORMED BY ME UNCAS HEALTH DISTRICT ON 3-27-02.
TEST PIT 11
TEST PIT 15
O "- 7" TOPSOIL
0'!- 5 w TOPSOIL
7"- 44 * SUBSOIL
5 4�- 24" SUBSOIL
44"- 930 GREY SAND
24'�- 89" GRAVEL WITH LARGE STONES
NO GROUNDWATER, NO LEDGE, NO MOTTLING
NO GROUNDWATER, NO LEDGE, NO MOTTLING
TEST PIT J2
TEST PIT 16
*
0"- 3' TOPSOIL
0 =8 TOPSOIL
8!- 32" BROWN SANDY LOAM
J"- 37* SANDY SUBSOIL
32"- 121" GRAVEL WITH LARGE STONES
37'"- 99* GREY SAND
NO GROUNDWATER, NO LEDGE, NO MOTTLING
NO GROUNDWATER, NO LEDGE, NO MOTTLING
TEST PIT #7
TEST PIT ji
O"- 5" TOPSOIL
0"- J m TOPSOIL
5!- 17" BROWN SANDY LOAM
3'- 86* GRAVEL WITH LARGE STONES
17�- 118" GRAVEL WITH LARGESTONES
NO GROUNDWATER, NO LEDGE, NO MOTTLING
NO GROUNDWATER, NO LEDGE, NO MOTTLING
P-1 PERCOLATION RATE 0 18" DEPTH = 13.2 MINUTESIINCH
TEST PIT #4
RESTRICTIVE LAYER > 60"
Ow- 8" TOPSOIL
8"- 81" GRAVEL WITH LARGE STONES
NO GROUNDWATER, NO LEDGE, NO MOTTLING
SANITARY DESIGN CRITERIA
PROPOSED 5 BEDROOM HOUSE
DESIGN PERCOLATION RATE = 10.1-20.0 A41NUTESIINCH
LEACHING AREA REQUIRED = 1,050 SF EFFECTIVE
DESIGN: 1,500 -GALLON SEPTIC TANK AND 2 ROWS OF 72' OF 4' WIDE, 27` HIGH CONCRETE
LEACHING GALLERIES (TEEPEES) WITH 12- OF 1 - STONE SURROUNDING ALL SIDES BY SERIAL
DISTRIBUTION.
LEACHING AREA PROVIDED: 2 x 74' x 7.1 SF/LF = 1,050.8 SF EFFEC77VE
100% RESERVE AREA PROVIDED
L - t_- 11 11 - PPOPOSID G D
BUILDING SETBACi< 'It TOPSOIL 4 TO L MIN MINIMUM LEACHING SYSTEM SPREAD CALCULATION
GRADE TO PrEV N T
Z�_ EXISTING CONTOUR '1*14p 1/ '.1
PONDING VLSS NEED NOT BE CONSIDERED DUE TO DEPTH OF RESTRICTIVE LAYER > 60"
MIN,
PROPOSED CONTOUR FILTER FABRIC (NON -WOVEN)
A,
kvt vl V, V � �, . . V. � �, I I �
k V _,� i, , ��, f , v
p ; �?�
v�
PERCOLATION 'TEST HOLE 4- PERFORATED PIPE
z
TEST IT.
96 x 47"x 27" LEACHING CHAMBER
(PRECAST GALLERY SECTION)
/x
0 N E WA L L
TF
THICK WALL (TYP.)
:n_f
-3
A-.
1.7,er .4-A Ary th rr7--*' r n t l eA rim-Yriex r
121m PROPOSED SP07 ELEVATIOt14'
L * L
LAND Sf_lRVTqN6 - H15TOWCAL LAND Pill':,ORO RESEARCH
COMMERCIAl- &
„rip, a0x 7 8 4
110 8 WIVERCAV Reauff 12,
LISBON, CONNECT65
2- ;,r.
REINFORCING RIBS (TYP.)
-AND-
P0GT-,%APH.Tc SUR'VEY
1" CRUSHED STONE TO
J
PREPARED FOR
7, �f
340DUIAR -L-L C
0-m
3/4"
6 (TYP) '_~�-.._.TRENCH KNOCKOUT
LEFFIt VY`L ROAD
70 MY KINOWLEDGE AND BELIEF THIS MAP IS SUBSTAN77ALLY
A" Q_� T f E Cl,r_FlYj-
CORRECT?� 'D HEREON. MONTVILLE, CONNECTICUT
1_7
110VEI�BER 2002 JOB 0. NO. 02
SCA ?o -802
_s ll'(_ 7
��,`CASAUEALTH COMMENTS -13-03
J711 7Y 70125 2�� 2
L
STEVEN R. -VARIEN L.S. LICENSE NO. DATE
NOW viwv