HomeMy WebLinkAboutSite PlanSOIL TEST RESULTS
SOIL TEST/NG WAS PERFORMED AND WITNESSED ON 4-17-08
BY DAVID COUGHLIN OF 11NCA5 HEALTH DISTRICT.
TEST HOLE J1
0"- 4" TOPSOIL
4"-89" BROWN SANDY GRAVEL
NO MOTTLING
GROUNDWATER AT 65" �
NO LEDGE
PERC. HOLE A: 14.6 MIN./INCH � \
R12:0 ZONE
CHART
MIN. LOT AREA
120,000
S. F.
FRONTAGE
200
FT.
FRONT YARD SETBACK
60
FT.
SIDE YARD SETBACK
25
FT.
REAR YARD SETBACK
60
FT.
MAXIMUM HEIGHT(1)
35
fT.
EDGE OF LAWN
SANITARY SYSTEM DESIGN CRITERIA
TEST HOLE # 1, PERC. # 1
(LOCATION AS PER OWNER)
RESTRICTIVE LAYER IS GREATER THAN 60': MLSS NEED NOT BE CONSIDERED.
PERC RATE: 14.6 MIN/INCH
REQUIRED LEACHING AREA: 675 SF (3 BEDROOM HOUSE)
SYSTEM DESIGN: 3' HIGH x 4' WIDE x 8' LONG LEACHING GALLERIES, 12' O.C. = 8.0 EFFECTIVE LEACHING CREDIT SF/LF
PRIMARY: 1 ROW 0 48' IN LENGTH - 48 LF X 8.0 SF/LF = 384 SF EFFECTIVE LEACHING AREA PROVIDED
1 ROW 0 40' IN LENGTH --• 40 LF X 8.0 SF/LF 320 SF EFFECTIVE LEACHING AREA PROVIDED
TOTAL = 704 SF EFFECTIVE LEACHING AREA PROVIDED
RESERVE: 1 RDW 0 32' IN LENGTH - 32 LF X 8.0 SF/LF = 256 SF EFFECTIVE LEACHING AREA PROVIDED
1 ROW 0 56' IN LENGTH - 56 LF X 8.0 SFILF = 448 SF EFFECTIVE LEACHING AREA PROVIDED
TOTAL = 704 SF EFFECTIVE LEACHING AREA PROVIDED
SET GALLERY SECTIONS A MAXIMUM OF 42" INTO EXISTING GRADE. (GALLERY SECTION = 36" HIGH PLUS 6" MINIMUM
TOPSOIL = 42", PROVIDING 23" TO GROUNDWATER AT 65".)
A SEWAGE EJECTOR PUMP IS TO BE iNSTALLED IN THE PROPOSED HOUSE BASEMENT: A 1000 GALLON (MINIMUM) SEPTIC
TANK IS REQUIRED AND INSTALL A SECOND 1000 GALLON SEPTIC TANK WITH SEPTIC EFFLUENT PUMP.
H2O LOADING REQUIREMENTS WILL BE REQUIRED FOR ALL STRUCTURES UNLESS DRIVEWAY IS RELOCATED.
ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH CURRENT CONNEC77CUT STATE HEALTH CODE REGULATIONS. AN
EQUIVALENT SYSTEM MAY BE INSTALLED WITH APPROVAL FROM AUTHORIZED MUNICIPAL OFFICIALS AND UNCAS HEALTH
DISTRICT.
RESERVE SEPTIC SYSTEM
PRIMARY SEPTIC SYSTEM
REBAR
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co CRETE SEWAGEEJECTOR/ PAD�
CALL BEFORE YOU DIG!
1 --800 - 922 -`4455
SEPTIC.i
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400.60
7 �2622.93' D.B(1X
�3 1, 000 GAL. SEPTIC TANK / � 401.00 r
0.93' WITH SEPTIC EFFLUENT PUMPDX
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KATHLEE
EXISTING 38" TWIN TULIP TREE
A.K.A. WHITEWOOD TREE
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MIN.^ 6" SOIL COVERING
FILTER FABRIC
APPROVED
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AGGREGATE
4' MIN. 1,
6' MIN,
LEACHING GALLERY DETAIL
NOT TO SCALE
LEGEND & ABBREVIATIONS
SEDIMENT FENCE
UTILITY POLE
- ------- BUILDING SETBACK UNE
MORE OR LESS - -- -- -- -410-- -- -- -- EXISTING CONTOUR
FT FEET AA- RETAINING WALL
(rec) RECOVERED OH OVERHEAD WIRES
(TYP) TYPICAL UG UNDERGROUND WIRES
S. F SQUARE FEET ------ // STOCKADE FENCE
ELEV. ELEVATION ..... • • ----- • • EDGE OF LAKE
IP 0 IRON POPE ZONE B FLOOD ZONE UNE
ZONE C
DH 0 DRILL HOLE 3:.- _ INU ND WETLANDS
0
:} REBAR/CAP 7 ,�3� ,1' WETLAND BUFFER
400.60 x SPOT GRADE Q WF17 WETLAND FLAG
('064 ASSESSOR'S MAP NUMBER DEEP TEST HOLE
¢ ASSESSOR'S LOT NUMBER PERCOLATION TEST
VOLUME
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EBAR/CAP t / IP
(set) (rec)
aet 24.97
I
ECK :
EXISTING 401.10-,x
HOUSEPAVED DRIVE SEE
APPARENT 36 y NOTE #9
63
DRIVEWAY
ENCROACHMENT .
ENCROACHMENT W F
,�`�----� REBAR
NIF, q 0 (rec)
'HOWAS J. CHIARELLA
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GRA�'H SCALE ,
LISA A. CH1ARELLA \ ` �&9
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VOLUME 381, PAGE 909 t0 ° 10 �° 40
1 inch = 10 ft.
EROSION AND SEDIMENTATION CONTROL, NARRATIVE FILTER FENCE
I. LIMITS OF DISTURBANCE SHALL BE FLAGGED IN THE FIELD AND VERIFIED PRIOR TO INITIATION OF CONSTRUCTION.
2. MS10N AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY GRADING OF THE SITE. 1�Q•G' ,'
3. COP-TRUCTIiON SEQUENCE FOR SOIL EROSION AND SEDIMENT CONTROLS:
A. INSTALL ALL SEDIMENT FENCES ANDIOR HAY BALE BARRIERS AS SHOWN ON THIS PLAN. '
CLEAR TREES, SHRUBS AND BRUSH IN AREAS WHERE GRADING WILL BE REQUIRED AND GRUB AREAS TO REMOVE ALL STUMPS, ROOTS, ,
ETC. DISPOSE OF ALL MATERIAL CLEARED AND GRUBBED OFF SITE.
REMOVE AND STOCKPILE ALL TOPSOIL ON SITE AND PROVIDE A SEDIMENT FENCE ON THE DOWN SLOPE SIDE. SEED STOCKPILE WITH
PERENNIAL RYE GRASS AT A RATE OF 40 POUNDS PER ACRE AND MULCH WITH HAY OR STRAW.
EXCAVATE AN%R FILL WORK SITE TO SUBGRADE LEVEL. FILL WILL BE PLACED AND COMPACTED IN 8 INCH LIFTS AND SHALL BE FREE '
OF BUSH, RUBBISH, LOGS, BUILDING DEBRIS, OR ANY OTHER OBJECTIONABLE MATERIAL. MOISTEN SOIL SURFACE PERIODICALLY WITH ► , ;,�.'` �.`: '`'
04TER TO MINIMIZE DUST: �► , "
CONSTRUCT BUILDING AND INSTALL UTILITIES. ADD EROSION CONTROL DEVICES AS NEEDED.
PLACE AND COMPACT BASE MATERIAL TO FINAL GRADE. INSTALL PAVEMENT CURB SIDEWALKS RAMPS STEPS ETC. L�'XCAVATE
• 6 x 6 TRENCH +� '
ALL DISTURBED AREAS NOT COVERED BY BUILDING, DRIVEWAYS, SIDEWALKS, ETC., SHALL BE GRADED AND STABILIZED AS FOLLOWS: , ► .N ,, J ' .. "� ` '
1. PLACE MINIMUM 4 INCHES OF TOPSOIL IN ALL AREAS. APPLY LIMESTONE AND FERTILIZER IN ACCORDANCE WITH SOIL TEST ` ' •' ; ' Na'r «
RECOMMENDATIONS. ,.
I APPLY RECOMMENDED SEED MIXT1,'RE AT RECOMMENDED RATE. EXISTING
3. APPLY STRAW OR HAY MULCH ON ALL SEEDED AREAS.
4. SEEDING SHOULD TAKE PLACE BETWEEN APRIL 1 AND JUNE 15 OR AUGUST 15 AND SEPTEMBER 30. IF OUTSIDE THESE PERIODS,
AREAS SHALL BE STABILI2'ED WITH STRAW OR HAY MULCHING AT A RATE OF 90 POUNDS PER 1000 SQUARE FEET. 12" MIN,
It STABILIZE STEEP SLOPES (3:1 OR STEEPER) AS SOON AS PRACTICAL WITH CURLEX EROSION CONTROL FABRIC OR EQUIVALENT AND DEPTH
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LOCATION MAP Li
SCALE: 1" 2000' CL
REFERENCE NOTES:
1. THIS MAP AND SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1
THROUGH 2O-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES -
"STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" PREPARED AND
ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., ON SEPTEMBER 26,
1996. IT IS A "FIRST SURVEY" CONFORMING TO HORIZONTAL ACCURACY "CLASS A-2". THE
TOPOGRAPHIC INFORMATION DEPICTED HEREON HAS BEEN OBTAINED AS THE RESULT OF A
FIELD SURVEY AND CONFORMS TO TOPOGRAPHIC ACCURACY "CLASS T-27. THE DATUM`
REFERENCES THE PLAN CALLED OUT IN REFERENCE NOTE 30 AND 3E. THE PURPOSE OF
THIS PLAN IS TO DEPICT THE EXISTING HOUSE AND SEPTIC SYSTEM TO BE REMOVED AND : "
REPLA'.ED WITH NEW HOUSE AND SEPTIC SYSTEM.
per, �� •`�^ r
F
RENC Y
2 REFERENCE EMA BE MADE TO THE FOLLOWING DEEDS RECORDED 1N THE
TOWN
MONTVILLE
LE
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ria
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LAND RECORDS. r� =•
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A. VOLUME: 314 PAGES: 439 TYPE: QUIT CLAIM
GRANTOR. MARGARET SKINNER, ADMINISTRATRIX OF THE ESTATE OF ELIZABETH V. LAIVONEN ., w ' .... .... R
GRANTEE: THOMAS E. SANDERS
` DATE EXECUTED: 9-12-1997 DATE RECORDED: 8-20-1998
B. VOLUME, 137 PAGES: 665 TYPE: WARRANTY
GRANTORS: WILLIAM R. SANDERS, JR. AND AGNES R. SANDERS
GRANTEE: THOMAS E. SANDERS
11.00, "' DATE ,EXECUTED: 12-19-1978 DATE RECORDED: 12-21-1978
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3, REFERENCE MAY BE MADE TO THE FOLLOWING PLANS:
A. "GENERAL LOCATION SURVEY PREPARED FOR LEN & KATE JOHNSON, 87G COTTAGE ROAD,
MONTVILLE, CONNECTIdUT, SCALE: 1 *=2o. DATE: MARCH 2007, JOB I.D. NO.: 07-0032';
PREPARED BY SUSAN IMP, L.S., LICENSED LAND SURVEYOR, 148 ROUTE 2, PRESTON,
CONNECTICUT 06365, (866)889-1909.
B. aSURVEY MAP PREPAR FOR ESTATE OF ELIZABETH V. LAIVONEN, COTTAGE ROAD, MONTVILLE,
CONNECTICUT, SCALE: 1 =100 , DATE: AUGUST 15, 1997, SHEET 1 OF 1". PREPARED BY ,
CPK CHANDLER, PAL R & KING, NORWICH, CONNECTICUT. �
C. "SURVEY MAP PROPERTY TO BE CONVEYED BY THE ESTATE OF ELIZABETH V. LAIVONEN TO C)
a
EDWARD & MARGIE H TIUK, OFF COTTAGE ROAD, MONTVILLE, CONNECTICUT DATE.I
NOVEMBER 25, 1996, , CALE: 1 "=20 , 1 SHEET 1 OF ", PREPARED EKY CPK CHANDLER, v-
F PALMER & KING, NOR ICH, CONNECTICUT.
JOHNSON do "
D. SURVEY MAP PROPER TO BE CONVEYED BY THE ESTATE OF ELIZABETH V. LAIVONEN TO 0
4. JOHNSON INOMAS E. SANDERS, FF COTTAGE ROAD, MONTVILLE, CONNECTICUT, DATE: MARCH 1, c/)
6, PAGE 255 1995, ADDITIONS DEC BER 5, 1997, SCALE: 1=10', SHEET 1 OF I-, PREPARED BY CPK }•�, `
CHANDLER, PALMER KING, NORWICH, CONNECTICUT.
z
E. EXISTING CONDITIONS D PROPOSED SITE IMPROVEMENTS, PROPERTY OF: EDWARD & co
W.RGIE HNATIUK, OFF F COTTAGE ROAD, MONTVILLE CONNECTICUT SCA "� '
LE 1 10 , DATE. -.
SEPT. 1987, SHEET 11 OF 1, JOB NO.: 37-8-1881, PREPARED BY TOTAL TECHNOLOGY
INC., NEW LONDON,
F. "BOUNDARY AND SANIT Y PLOT PLAN, PROPERTY OF EDWARD & MARGIE HNATIUK, OFA' OF u C) �--
COTTAGE STREET, MO LLE, CONNECTICUT, DATE: JULY 1, 1986, REVISED: 7--14-86, Q)
SCALE: 1" =10"; PR ABED BY KMS KING, MULLEN & SCHUCH, UNCASVILLE, CONNECTICUT. [CN
00.30 w #.' Cr
4, THE SITE IS ZONED R 120. ' Cr.
A m
5. NORTH MAY BE REFERENC TO THE PLAN CALLED OUT IN NOTE 3C ABOVE. -i
LIMITS OF 6. INLAND WtTLANDS WERE D NEATED ON SEPTEMBER 13, 2010 BY MARK H. SULLIVAN, SOUL C- ,, Q
INLAND SCIENTIST. INLAND WETLA S DEPICTED ON LANDS NOW OR FORMERLY LEONARD T. JOHNSON -
WETLANDS AND KATHLEEN A. JOHNSO WERE DELINEATED BY R. RICHARD SNARSKI, SOIL AND WETLAND
SEE' NOTE #6 SCIENTIST, ON JANUARY 22 2007..
.._
co
7. SAID PARCEL IS SERVED A WELL. THERE ARE NO APPARENT SEPTIC SYSTEMS WITHIN 75' OF
�.; THE EXISTING WELL ON SAI PARCEL. EXISTING SANITARY SYSTEM LOCATION IS AS PER PROPERTY
OWNER AND IS APPROXIMA . THIS SYSTEM IS TO BE REMOVED AND A NEW SYSTEM IS TO BE
INSTALLED BEYOND THE 75 RADIUS OF THE CHIARELLA WELL.
8. THE PARCEL DESCRIBED I DEED REFERENCE 2B ABOVE IS TOGETHER WITH "A RIGHT TO PASS, w if
AND REPASS WITH TEAMS OTHERWISE ACROSS HIS LAND (ELIJAH LATHROP) FROM A PE'IVTWAY t,
TO SAID ABOVE DESCRIBED CT OF LAND". REFERENCE MAY BE MADE TO VOLUME 31, PAGE
568, EXECUTED ON 11-30 1914 AND RECORDED ON 11-30-1914.
9. THE PARCEL DESCRIBED 1 DEED REFERENCE 24 ABOVE IS "SUBJECT TO RIGHTS FOR EXISTING
OVERHEAD UTILITY ONES C SSING THE ABOVE DESCRIBED TRACT AND ALSO SUBJECT TO RIGHTS V)
COMPACTED OF OTHERS TO USE THE !STING ROAD CROSSING THE ABOVE DESCRIBED TRACT".
BACKFILL 10. SUBJECT PARCEL(S) ARE 1" ETHER WITH AND SUBJECT TO SUCH RIGHTS AS MAY EXIST.
SUBTERRANEAN FEATURES T DEPICTED ON THIS PLAN MAY EXIST.
CALL BEFORE YOU DIG! 1 800-922-4455.
11. THE SITE IS LOCATED IN Z E C AND ZONE B AS PER NATIONAL FLOOD INSURANCE PROGRAM,
FIRM, FLOOD INSURANCE MAP, TOWN OF MONTVILLE, CONNECTICUT, NEW LONDON COUNTY,
PANEL 1 OF 16, COMMUNI -PANEL NUMBER, 090099 0001 B. EFFECTIVE DATE: JULY 2, 1980.
FLOW 12. THIS CLOSING LINE IS DEP D TO DEMONSTRATE MATHEMATICAL CLOSURE OF A PARCEL OF
LAND, AND IS NOT TO BE NSTRUED AS A PROPERTY LINE.
ADE
PERWNENT SEEDING AS SPECIFIED BELOW. UNDISTURBED
MIEN ALL GRADED AREAS ARE PERMANENTLY STABILIZED, REMOVE ALL EROSION AND SEDIMENT CONTROLS. REMOVE TRAPPED SEDIMENT. GROUND
1T SHALL BE THE RESPONSIBILITY OF THE APPLICANT TO ENSURE PROPER IMPLEMENTATION OF THE SOIL EROSION AND SEDIMENT
CON7RQ!.S AS SHOWN ON THIS PLAN; AND SHALL INCLUDE BUT NOT BE LIMITED TO, INSTALLATION AND MAINTENANCE OF CONTROL SEDIMENT FENCE DETAIL
H&MRES, INFORMING ALL PARTIES OF SUCH REQUIREMENTS AND NOTIFICATION OF ANY TRANSFER OF THIS RESPONSIBILITY TO OTHER ---
PARTIES. NOT TO SCALE
RECOMMENDED S MIXTURE: FUTURA 2000 BY THE CHAS C. HART CO. CONTAINING THE FOLLOWING VARIETIES OF. PERENNIAL AND
ANNUAL RYE G S: FIESTA 11, BLAZER 11, DASHER 11 AND EXPRESS. MIX WITH CROWN VETCH SEED MIX. A SEEDING RATE OF 5 - 7
LBS PER 1000 SF RECOMMENDED.
ADOWNAL ERO ;AND SEDIMENTATION CONTROL MAY BE REQUIRED AS DIRECTED BY TOWN STAFF.
"TO MY KNOWLEDGE AND BELL THIS MAP IS SUBSTANTIALLY CORRECT AS. NOTED
HEREON. of
F. 94"FRN, L.S.
15157
LICENSE NO.
DATE
11