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AllDAVID MACCRACKEN
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° E N
{CC,
VOLUME 339 PAGE 288
24 COVE ROAD
Its,. \ WF17 48 F NEW 45LF 4" PVC
FOOTING DRAIN NEW GRAVEL DRIVEWAY
10" g (SEE GENEARL NOTES 13)
1
I \ ,` ,O® ®c' \ PROPERTY UNE FROM POINT ® TO POINT B
®ti`'-\ SUBJECT TO BOUNDARY LINE AGREEMENT. SET 10
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LEGEND \I WF19 SEE SEPTIC NOTE 12
THE FOLLOWING 5Y5MBOL5/Abf3RIfVIATION5 \ 1
MAY APPEAR ON TH15 DRAWING
AC ACRE5 5F SQUARE FEET
BIT 5ITUMiNOU5 TYP TYPICAL
P-5
CONC CONCRETE - 50IL PERC TEST LOCATION
DIA DIAMETER T1-0 SOIL DEEP TEST LOCATION
TO XHE BEST OF MY KNOW -EDGE
AND RELIEF
THIS
DB
DISTRIBUTION DOX
TREE
EOP
EDGE OF PAVEMENT
BUILDING 5ET13ACK LINE
ELEV
ELEVATION
CLEARING LIMIT LINE
LP
LINEAL FOOT
EXSTING TREELINE
(MIN)
MINIMUM
- - - -158-- - - - - EXISTING CONTOUR
MIL
MORE OR LE55
15 NEW CONTOUR
N/F
NOW OR FORMERLY
5EDIMENT FENCE
PVC
POLY VINYL CHLORIDE
STORM DRAIN PIPE
50140
SCHEDULE 40
STONE WALL
TO XHE BEST OF MY KNOW -EDGE
AND RELIEF
THIS
MAP IS
SU TANTIALLY C^ ECT AS NOTED
HEREON.
PROVIDED
MINIMUM LOT AREA (LESS ACCESS)
20,000 SQ FT
34,500 SQ FT M/L
J
30-50*
ES BERNARDO LICENSE #70121 DATE
ZONING
COMPLIANCEZONE R-20
WET SIEVE
DRY SIEVE
#4
REQUIRED
PROVIDED
MINIMUM LOT AREA (LESS ACCESS)
20,000 SQ FT
34,500 SQ FT M/L
MINIMUM FRONTAGE
30-50*
100'
00,
MINIMUM FRONT YARD
0-5
40'
41'
MINIMUM SIDE YARD
15'
16'
MINIMUM REAR YARD
40'
53±' TO GARAGE
MAXIMUM HEIGHT
35'
311±
PRE-EXISTING NON --CONFORMING CONDITION
2010
GRAPHIC SCALE
20 41
1 inch = 20 ft,
so
SEPTIC NOTES:
1. THIS PLAN IS FOR A PERMIT PURPOSES ONLY. IT IS NOT A CONTRACT DOCUMENT OR
CONSTRUCTION DRAWING.
2. NO EXCAVATION SHALL TAKE PLACE WITHOUT NOTIFYING "CALL-BEFORE�YOU -DIG"' AT 1-800-922-4455.
3, WATER SUPPLY WILL BE FROM ON-SITE INDIVIDUAL WELL.
4. NO UTILITIES SHALL RUN THROUGH ANY PORTION OF THE PRIMARY OR RESERVE LEACHING AREAS
OF THE SSDS.
5. THE -PLACEMENT OF FILL, PIPES AND APPURTENANCES SHALL BE INSPECTED AND APPROVED
BY THE TOWN SANITARIAN OR AUTHORIZED REPRESENTATIVE. THE TOWN SANITARIAN SHALL BE
NOTIFIED 24 HOURS PRIOR TO THE COMMENCEMENT OF MY CONSTRUCTION ACTIVITY.
6. SITE PREPARATION PROCEDURES FOR THE INSTALLATION OF THE NEW SSDS:
A. INSTALL AND MAINTAIN EROSION AND SEDIMENTATION CONTROLS AS
SHOWN ON THE PLAN.
B. STRIP ALL VEGETATION, ORGANIC MATTER AND TOPSOIL IN THE AREA
OF AND FIVE FEET LATERALLY SURROUNDING THE NEW LEACHING SYSTEM. REMOVE ANY
UNSUITABLE MATERIAL WHICH MAY INTERFERE WITH THE PROPER FUNCTION
OF THE SSDS.
C. INSTALL SYSTEM PER PLAN.
D. NATIVE SOIL SHALL BE USED AS BACKFILL, PLACED AND COMPACTED
IN 12 INCH LIFTS. THIS FILL MUST HAVE A MINIMUM PERCOLATION
RATE OF 10 MINUTES/INCH AFTER PLACEMENT AND COMPACTION.
E. SEPTIC TANK SHALL BE SET LEVEL. ON A MINIMUM OF SIX INCHES OF
PROCESSED AGGREGATE OR BROKEN STONE BASE ON COMPACTED SUBGRADE.
ALL COMPAC11ON SHALL BE TO 957. MODIFIED PROCTER DENSITY,
BACKFILL AROUND TANK SHALL BE PLACED AND COMPACTED IN SIX INCH
LIFTS TO 95% MODIFIED PROCTOR DENSITY. FILL TANK WITH WATER TO
DISCHARGE LEVEL AFTER ACCEPTANCE.
7. #37 COVE ROAD - SUBSURFACE SEWAGE DISPOSAL SYSTEM DESIGN CRITERIA:
A. EFFECTIVE LEACHING AREA REQUIRED:
NEW FOUR (4) BEDROOM RESIDENCE WITH .N2 LARGE CAPACITY TUBS OR GARI3AGE GRINDERS
DESIGN PERCOLATION RATE = LESS THAN 10.0 MIN / 1" DROP
660 SF EFFECTIVE LEACHING AREA REQUIRED
B. DESIGN: USE NEW 1250 GALLON SEPTIC TANK H-20 LOAD BY JOLLEY PRECAST (OR APPROVED EQUAL)
WITH AN APPROVED OUTLET EFFLUENT FILTER AND
2 ROWS OF 56 LF OF 12" LEACHING GALLERIES H-20 LOAD
C. EFFECTIVE: LEACHING AREA PROVIDED
112 TOTAL LINEAR FEET OF EXCAVATED ROW
LEACHING AREA PER LINEAL FOOT 5.9 SF/FT
TOTAL EFFECTIVE LEACHING AREA = 660.8 SF
8. MLSS CALCULATION NEED NOT BE CONSIDERED, DEPTH TO RESTRICTIVE LAYER GREATER THAN 60"
9. THERE ARE NO WELI_S OR SEPTICS ON ADJACENT PROPERTIES WITHIN 75 FEET 'OF THE NEW PRIMARY
OR RESERVE AREAS.
10. THE NEW HOUSE AND SEPTIC SYSTEMS ARE TO BE STAKED AND GRADED BY A LICENSED PROFESSIONAL
LAND SURVEYOR PRIOR TO CONSTRUCTION. A STABLE, ON-SITE BENCHMARK WI..L. BE ESTABLISHED
PRIOR TO CONSTRUCTION.
11. THE TOP OF THE CASING'FOR THE NEW WELL SHALL BE SET ABOVE THE 100 -PEAR FLOOD ELEVATION ON
THIS SITE. MINIMUM ELEVATION=12.0.
'12. ALL FILL AND TOPSOIL MATERIAL SHALL BE REMOVED TO NATURAL SOIL AND REPLACED WITH SELECT FILL.
AFTER THE FILL MATERIAL IS PLACED AND COMPACTED 4 IT MUST BE PERC TESTED PRIOR TO
INSTALLATION OF THE SYSTEM.
SELECT FILL PLACED WITHIN AND ADJACENT 7O' LEACHING SYSTEM AREAS SHALL BE C0414IPRISED OF
CLEAN SAND OR SAND AND GRAVEL, FREE FROM ORGANIC MATTER AND FOREIGN SUBSTANCES.
SELECT FILL SHALL EXTEND 5' ON ALL SIDES OF THE SYSTEM. THE SELECT FILL SHALL 4EET THE
FOLLOWING REQUIREMENTS UNLESS OTHERWISE APPROVED BY A PROFESSIONAL ENGINEER FOR
USE WITHIN THE LEACHING AREA:
1. THE SELECT FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN THE THREE (3) INCH
SIEVE,
2. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE RETAINED ON
THE #4 SIEVE (THIS IS THE GRAVEL PORTION OF THE SAMPLE).
3. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN ffffj9bM AND THE SIEVE AN,` -,LYSIS
STARTED.
4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA:
SIEVE SIZE
PERCENT PASSING
WET SIEVE
DRY SIEVE
#4
100
100
#10
70-100
70-100
#40
30-50*
10-75
#100
0-20
0-5
#200
0-5
0-2.5
* PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO NO GREATER THAN 75%
IF THE PERCENT PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND THE
#200 SIEVE DOES NOT EXCEED 5%
13. WITH REGARDS TO THE NEW POTABLE WATER LINE, EXCAVATIONS BETWEEN 10-25 FEET f ROM SYSTEM
(AND/OR RESERVE) SHALL NOT BE BACHFILLED WITH FREE DRAINING MATERIAL.
14. AN ADDITIONAL TEST HOLE SHALL BE REQUIRED BELOW THE 2ND ROW OF GALLERIES.
15. DESIGN ENGINEER: DAVID A. KING, PE
231 OLD COLCHESTER RQAD
UNCASVILLE, CT 06382
REVISED PER HELATH DEPT & TOWN ENGINEER COMMENTS
REVISIONS
NOTES:
1. THIS PLAN AND THE SURVEY IT IS BASED ON HAVE BEEN PREPARED IN ACCORDANCE WITH THE
REGULATIONS OF CONNECTICUT STATE AGENCIES, SECTIONS 20-3008-1 THROUGH 2O-30OB-20, MINIMUM
STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" ENDORSED BY THE CONNECTICUT
ASSOCIATION OF LAND SURVEYORS, INC. THE TYPE OF SURVEY IS AN ZONING LOCATION SURVEY .
(PROPOSED), THE BOUNDARY DETERMINATION CATEGORY IS DEPENDENT RESURVEY AND THE HORIZONTAL
ACCURACY CONFORMS TO CLASS A-2. TOPOGRAPHIC SURVEY IS CLASS T-2 AND THE VERTICAL
ACCURACY CONFORMS TO CLASS V-2, ELEVATIONS ARE BASED ON 1929 NATIONAL GEODETIC VERTICAL
DATUM (NGVD29) BASED ON THE FOLLOWING CTGS STATION:
CTGS 505
ELEVATION=72.084
NO DECLARATION IS EXPRESSED OR IMPLIED BY THIS MAP OR COPIES THEREOF UNLESS THE PRINT BEARS
THE IMPRESSION TYPE SEAL AND ORIGINAL LIVE SIGNATURE OF THE SURVEYOR WHOSE NAME AND
REGISTRATION NUMBER APPEARS BELOW OR THEREON,
2. REFERENCE IS MADE TO TOWN OF MONTVILL.E LAND EVIDENCE RECORDS VOLUME 479 AT PAGE 137
FOR A WARRANTY DEED DATED NOVEMBER 18, 2005 REGARDING RECORD TITLE TO THE SUBJECT
PROPERTY.
3. THE PROPERTY SHOWN HEREON IS SUBJECT TO, OR MAY BE BENEFITTED BY THE FOLLOWING:
A. SEE VOLUME 150 AT PAGE 37 FOR A MAINTENANCE AGREEMENT OVER COVE ROAD RECORDED OCTOBER
14, 1982
B. SEE VOLUME 54 AT PAGE 499 FOR A RIGHT OF WAY OVER THE EASTERLY PORTION OF THE PROPERTY
.DATED JULY 2, 1951
C. SEE VOLUME 121 AT PAGE 246 FOR THE ESTABLISHMENT OF THE BOUNDS OF TIME ECOLOGICAL UNIT 61,
SUBDIVISION 1 DATED JANUARY 15, 1974.
4. THE SUBJECT PROPERTY IS LOCATED ENTIRELY WITHIN THE R-20 ZONE DISTRICT.
5. "NATIONAL FLOOD INSURANCE PROGRAM FLOOD INSURANCE RATE MAP TOWN OF MONTVILLE,
CONNECTICUT NEW LONDON COUNTY PANEL 11 OF 16, COMMUNITY -PANEL NUMBER 09009900110, MAP
REVISED: DECEMBER 5, 1995, FEDERAL EMERGENCY MANAGEMENT AGENCY" INDICATES THE SUBJECT
PROPERTY IS LOCATED ENTIRELY WI11-IIN FLOOD HAZARD ZONES AE(EL12) & X.
6. THE SUBJECT PROPERTY IS SHOWN ON THE TOWN OF MONTVIL:LE TAX ASSESSOR MAP 75 AS LOT 7
AND HAS AN ASSIGNED STREET ADDRESS OF 37 COVE ROAD.
7. THE BASIS FOR BEARINGS IS MAGNETIC NORTH.
8. THIS PLAN REPRESENTS THE LOCATION OF THE BOUNDS AND SITE CONDITIONS DETERMINED BY FIELD
SURVEY ON NOVEMBER 17, 2008. RECORD TITLE AND ADJOINER INFORMATION WAS OBTAINED FROM TAX
ASSESSOR AND LAND EVIDENCE RECORDS ON DECEMBER 27, 2005.
9. UNDERGROUND UTILITY, STRUCTURE AND FACILITY LOCATIONS DEPICTED AND NOTED HEREON HAVE
BEEN COMPILED, IN PART, FROM RECORD MAPPING SUPPLIED BY THE RESPECTIVE UTILITY COMPANIES OR
GOVERNMENTAL AGENCIES, FROM PAROLE TESTIMONY AND FROM OTHER SOURCES. THESE LOCATIONS
MUST BE CONSIDERED AS APPROXIMATE IN NATURE. ADDITIONALLY, OTHER SUCH FEATURES MAY EXIST ON
THE SITE, THE EXISTENCE OF WHICH ARE UNKNOWN TO JAMES BERNARDO LAND SURVEYING, LLC. THE
SIZE, LOCATION AND EXISTENCE OF ALL SUCH FEATURES MUST BE FIELD DETERMINED AND VERIFIED BY
THE APPROPRIATE AUTHORITIES PRIOR TO CONSTRUCTION. CALL BEFORE YOU DIG 1--800-922-4455.
10. NO PHYSICAL EVIDENCE WAS FOUND IN THE FIELD TO ESTABLISH THE PROPERTY LINE FROM POINT A
TO POINT B AS SHOWN ON THIS SURVEY. PAROLE TESTIMONY PROVIDED BY THE ADJACENT PROPERTY
OWNER, MARY H. MACCRACKEN, -INDICATED THAT THE PRECISE LOCATION OF THE PROPERTY LINE WAS
NOT KNOWN. A BOUNDARY LINE AGREEMENT IS SUGGESTED IN THIS AREA.
11, THE PROPERTY LINE ALONG HORTON COVE IS BASED UPON-, MEAN HIGH WATER ELEVATION OF 2.1 NGVD. THE
-CLOSING LINE IS FOR MAP CHECKING PURPOSES ONLY °AND THE PROPERTY LINE IS THE MEAN HIGH
WATER MARK.
12. THE TIDAL WETLANDS BOUNDARY SHOWN HEREON WAS DELINEATED BY RICHARD SNARSKI CERTIFIED SOIL
SCIENTIST AND WETLAND SCIENTIST ON APRIL 7, 2009 AND FIELD LOCATED BY JAMES BERNARDO LAND
SURVEYING, LLC ON APRIL 14, 2009. THERE ARE NO INLAND WETLAND SOILS ON THIS PROPERTY.
13. WHEN THE TITLE IS CONVEYED IN THE FUTURE FOR EITHER #33 OR #37 COVE ROAD, AN ACCESS EASEMENT
SHALL BE CONVEYED ACROSS #37 COVE ROAD IN FAVOR OF #33 COVE ROAD.
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