N/F JOHN E. KRISTOFF 20 TIMES FARM RD. (MAP 28 BLOCK 3 LOT1-1)
Text
N/F HECTOR RIVERA 27 HENDEE RD. MAIL: 83 WILLIAMS ST. EAST HARTFORD, CT 06108 (MAP 28 BLOCK 3 LOT 13)
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N/F MARK T. MADORE 85 HUTCHINSON RD. (MAP 28 BLOCK 3 LOT 16)
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N/F ALLAN & ANNA PARKINGTON 56 HENDEE DR. (MAP 28 BLOCK 7 LOT3)
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N/F JOHN VON ROEMER 52 HENDEE DR. (MAP 28 BLOCK 7 LOT 2A)
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N/F MATHIEU BABTISTE 46 HENDEE DR. (MAP 28 BLOCK 7 LOT 2)
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N/F ADAM GERALDINE 14 HENDEE DR. (MAP 28 BLOCK 7 LOT 1)
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IP
Text
BRASS BOLT
Text
IP
Text
IP
Text
IP
Text
IP
Text
IP AT BASE OAK TREE
Text
HOP RIVER
Text
EXISTING BARN
Text
CLOSING LINE PER MAP REFERENCE 1
Text
PARCEL 2 N/F 57 HENDEE ROAD, LLC. HENDEE RD. VOLUME 132 PAGE 547 (MAP 28 BLOCK 3 LOT12) PORTION OF PARCEL 2 TO BE CONVEYED AND COMBINED W/ 57 HENDEE ROAD 7.02 ACRES +/-
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N 80°53'48" W
Text
S 88°07'32" W
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S 83°27'32" W
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S 26°21'28" E
Text
N 79°02'05" E
Text
N 79°02'05" E
Text
N 39°52'03" E
Text
N 23°59'10" W
Text
109.70'
Text
93.61'
Text
N 09°21'15" W
Text
20.11'
Text
S 67°55'40" W
Text
N 41°37'56" W
Text
BRIDGE
Text
322
Text
322
Text
322
Text
322
Text
320
Text
WF 113
Text
WF 112
Text
WF 108
Text
WF 109
Text
WF 107
Text
WF 106
Text
WF 111
Text
WF 110
Text
WF 105
Text
WF 104
Text
WF 103
Text
WF 102
Text
WF 101
Text
WF 100
Text
TH 1F
Text
TH 1H
Text
TH 1E
Text
TH 1D
Text
TH 1B
Text
TH 1C
Text
TH 1G
Text
PERC 1
Text
TH 1A
Text
316
Text
317
Text
315
Text
314
Text
75' WELL RADIUS
Text
LIMIT OF FLOOD ZONE A
Text
LIMIT OF FLOOD WAY
Text
PROPOSED PAVED DRIVEWAY
Text
325.50
Text
EXISTING GRAVEL DRIVEWAY
Text
CENTERLINE OF RIVER PER MAP REFERENCE 1 TYP.
Text
200.00' TOTAL
Text
47.50'
Text
47.50'
Text
38.00'
Text
38.00'
Text
N 10°57'55" W
Text
AREA OF FILL REMOVAL
Text
Text
LIMIT OF FIELD LOCATED INLAND WETLANDS
Text
ELEVATION=323.50
Text
LOAM, SEED AND MULCH AREA AFTER FILL REMOVAL
Text
INSTALL AND MAINTAIN
Text
SILTFENCE DURING CONSTRUCTION TYP.
Text
N 79°02'05" E
Text
BENCHMARK NAIL IN POLE
Text
ELEVATION=336.13
Text
UTILITY POLE 613
Text
EXISTING GRAVEL DRIVEWAY
Text
EXISTING 15" RCP CULVERT (TO BE REMOVED)
Text
324.10
Text
326.14
Text
325.89
Text
328.37
Text
329.02
Text
325.30
Text
322.27
Text
328.77
Text
323.82
Text
325.57
Text
327.95
Text
322.16
Text
324.87
Text
328.54
Text
EXISTING GREEN HOUSE
Text
APPROXIMATE FORMER LOCATION OF
Text
BURNAP ROAD AKA SOUTH COVENTRY ROAD
Text
PER MAP REFERENCE 4
Text
322.90
Text
322.15
Text
GRADE TO DRAIN
Text
PROPOSED RELOCATED 15" RCP DRIVEWAY CULVERT
Text
W/ MODIFIED RIP-RAP OUTLET PLUNGE POOL
Text
EXISTING BITUMINOUS APRON
Text
AREA
Text
TEMPORARY
Text
STOCKPILE
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18 UNITS 72 LF. QUICK 4 HIGH CAPACITY
Text
EDGE OF RIVER PER MAP REFERENCE 1 TYP.
Text
INSTALL CONSTRUCTION
Text
ENTRANCE AS REQUIRED
Text
LEACHING UNITS BOTTOM=320.00
Text
18 UNITS 72 LF. QUICK 4 HIGH CAPACITY
Text
LEACHING UNITS BOTTOM=320.00
Text
FL.= 322.25
Text
1250
Text
FILL REMOVAL AREA: 0.54 ACRES
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PROPOSED WATERTIGHT 1250 GALLON CONCRETE
Text
322
Text
HOUSE DEVELOPMENT AREA: 0.56 ACRES
Text
TOTAL AREA OF DISTURBANCE WITH IN REGULATED AREA: 1.10 ACRES
Text
76.00' +\-
Text
59.87'
Text
165.59'
Text
N 12°32'07" W
Text
280.04'
Text
PROPOSED PROPERTY LINE
Text
PROPOSED LIMIT OF DISTRUBANCE
Text
PROPOSED LIMIT OF DISTRUBANCE
Text
50 FT.
Text
FL.= 321.50
Text
SKUNGAMAUG RIVER
Text
322.94
Text
322.43
Text
322.24
Text
322
Text
322
Text
323
Text
317
Text
319
Text
SEPTIC TANK W/EXTENDED BUOYANCY CONTROL BASE
Text
W/WATERTIGHT CLEANOUTS TO ELEVATION 324.50
Text
CENTERLINE OF PAVEMENT
Text
PINE RIDGE DRIVE
Text
EDGE OF PAVEMENT
Text
SKUNGAMAUG RIVER
Text
SKUNGAMAUG RIVER
Text
SKUNGAMAUG RIVER
Text
PROPOSED 4 BEDROOM HOUSE SLAB ON GRADE (NO DRAINS) F.F.=325.50
Text
100 % SEPTIC RESERVE AREA
Text
FL.= 321.50
Text
TEMPORARY STOCKPILE AREA
Text
S 88°07'32" W
Text
39.17'
Text
EXISTING GREEN HOUSE
Text
CENTER LINE OF RIVER PROPERTY LINE
Text
N 12°32'07" W 46.42' +/- TO CENTER LINE OF RIVER
Text
INSTALL CONSTRUCTION ENTRANCE TYP.
Text
EXISTING HOUSE 57 HENDEE
Text
N 83°02'34" E
Text
METAL BEAM
Text
GUIDERAIL
Text
200 FT. UPLAND REVIEW AREA
Text
N 41°37'56" W
Text
PROPOSED DRINKING WATER WELL EXTEND
Text
TOP OF CASING TO ELEVATION 324.50
Text
PROPOSED GEOTHERMAL WELL EXTEND
Text
TOP OF CASING TO ELEVATION 324.50
Text
HOP RIVER
Text
INSTALL AND MAINTAIN
Text
SILTFENCE DURING CONSTRUCTION TYP.
Text
PROPOSED LIMIT OF DISTRUBANCE
Text
72.00'
Text
72.00'
Text
REMOVE OBSTRUCTIONS AS NECCESSARY
Text
TO MAINTAIN SIGHTLINE
Text
225.00'
Text
S 10°57'55" E
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PROPERTY LINE TO BE REMOVED
Text
PROPERTY LINE TO BE REMOVED
Text
TH 5
Text
TH 2
Text
TH 3
Text
25 FT. BUILDING SET BACK
Text
211.17' FIELD HELD (215.14' MR-1)
Text
324
Text
149.06'
Text
S 84°50'26" E
Text
50 FT. FRONT YARD
Text
TH 1I
Text
PERC 2
Text
75' WELL RADIUS
Text
EXISTING WELL
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APPROXIMATE LOCATION OF SEPTIC LEACHING FIELD FOR 57 HENDEE RD.
Text
3-19-2021
Text
(TO BE REMOVED)
Text
N/F
Text
57 HENDEE ROAD, LLC.
Text
57 HENDEE RD.
Text
VOLUME 132 PAGE 543
Text
(28/3/12-1)
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33.45' N 69°30'32" E
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46.08'
Text
N 69°30'32" E
Text
25 FT. SIDE YARD
Text
200 FT. UPLAND REVIEW AREA
Text
318
Text
EXISTING GRAVEL PATH
Text
EXISTING WOODEN SHED
Text
219.51'
Text
PROPOSED UNDERGROUND UTILITIES
Text
PROPERTY LINE TO BE REMOVED
Text
PARCEL 2 N/F 57 HENDEE ROAD, LLC. HENDEE RD. VOLUME 132 PAGE 547 PROPOSED AREA 69,942 +/- SQ. FT. / 1.60 AC. +/- ALONG PROPERTY LINE 60,748 SQ. FT. 1.39 AC. ALONG CLOSURE LINE
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50 FT. FRONT YARD
Text
25 FT. SIDE YARD
Text
25 FT. SIDE YARD
Text
93 FT. FRONT YARD
Text
TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
Text
THIS MAP IS NOT VALID UNLESS IT BEARS THE EMBOSSED SEAL OF THE LICENSED
Text
ANDREW F. BUSHNELL P.E. L.S. 24591
Text
LAND SURVEYOR WHOSE REGISTRATION NUMBER AND SIGNATURE APPEAR ABOVE.
Text
SURVEY NOTES: 1. 1.) THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300B-1 THRU 20-300B-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES "MINIMUM STANDARDS OF ACCURACY, CONTENT AND CERTIFICATION FOR SURVEYS AND MAPS". AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. ON AUGUST 29, 2019. IT IS A LIMITED PROPERTY ZONING LOCATION SURVEY MAP BASED ON A RESURVEY CONFORMING TO HORIZONTAL SURVEY ACCURACY CLASS A-2 AND TOPOGRAPHIC ACCURACY CLASS T-2. THE INTENT OF THIS MAP IS TO DEPICT THE LOCATION OF THE PROPOSED LOT LINE MODIFICATION SHOWN AND PROPOSED OR EXISTING IMPROVEMENTS SHOWN WITH RESPECT TO THE APPLICABLE MUNICIPAL OR STATUTORY REQUIREMENTS. 2.) THE PROPERTIES SHOWN ARE BOTH LOCATED IN AN ARRD (ANDOVER RURAL RESIDENTIAL DESIGN DISTRICT) AND A FLOOD PRONE ZONE. 3.) PORTIONS OF THE PROPERTIES SHOWN ARE LOCATED IN A FLOOD HAZARD ZONE A PER FIRM FLOOD INSURANCE RATE MAP COMMUNITY-PANEL NUMBER 090161 0003 A EFFECTIVE FEBRUARY 3, 1982. 4.) RIVER LOCATIONS SHOWN WERE TAKEN FROM MAP REFERENCE 1. 5.) THE PROPERTY IS SHOWN IN AN AREA OF STATE AND FEDERAL LISTED SPECIES ON THE CONNECTICUT DEPARTMENT OF ENERGY & ENVIRONMENTAL PROTECTION BUREAU OF NATURAL RESOURCES WILDLIFE DIVISION NATURAL DIVERSITY DATA BASE AREAS MAP FOR THE TOWN OF ANDOVER DATED DECEMBER 2019. 6.) THE TOPOGRAPHY SHOWN WAS TAKEN FROM MAP REFERENCE 2 IS BASED ON NGVD 1929 DATUM AND THE BENCHMARK SHOWN. 7.) PARCEL 2 IS TOGETHER WITH A VARIANCE TO ALLOW FOR THE DEPOSITION OF FILL AND CONSTRUCTION OF A SINGLE FAMILY DWELLING IN THE FLOOD PRONE DISTRICT GRANTED BY THE TOWN OF ANDOVER, CT. ZONING BOARD OF APPEALS ON FEBRUARY 17, 2021.
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NAD 1927
Text
860-643-7875
Text
DATE: 5/1/2020
Text
SCALE: 1"=50'
Text
FILE NO. 2019-70
Text
SHEET: 1 OF 3
Text
563 WOODBRIDGE STREET
Text
HENDEE ROAD
Text
LOT LINE MODIFICATION PLAN
Text
ANDOVER, CT.
Text
CIVIL ENGINEERING AND LAND SURVEYING
Text
BUSHNELL ASSOCIATES LLC.
Text
MANCHESTER, CT. 06042
Text
57 HENDEE ROAD, LLC
Text
%%UPLAN PREPARED FOR
Text
MAP REFERENCES: 1.) MAP SHOWING PROPERTY (TO BE CONVEYED TO) STEPHEN E. & LINDA A. WHITMAN (PARCEL #1) AND JOHN E. WHITHAM D.B.A. WHITHAM NURSERY (PARCEL #2) HENDEE ROAD ANDOVER, CONNECTICUT SCALE: 1"=40' MARCH 19, 1985 REV. APRIL 23, 1985 EDWARD J. SULLIVAN 105 TWO BROOK ROAD WETHERSFIELD, CONN. 06109 2.) PLAN PREPARED FOR STEPHEN WHITHAM HENDEE RD. ANDOVER, CT. GENERAL LOCATION SURVEY SCALE: 1"=20' DATE: 10/13/09 FILE NO. 290036 SHEET 1 OF 1 HOLMES AND HENRY ASSOCIATES LLC. CONSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS 2179 BOSTON TURNPIKE COVENTRY, CT. 860-742-0340 REVISIONS 11/18/09 3.) PLAN PREPARED FOR BLANCHARD LAND INVESTMENTS LLC 67 HENDEE ROAD ANDOVER, CT. FREE CUT SUBDIVISION PLAN SCALE: 1"=40' DATE: 9/26/2017 FILE NO. 2017-48 SHEET 1 OF 1 BUSHNELL ASSOCIATES LLC. CIVIL ENGINEERING AND LAND SURVEYING 563 WOODBRIDGE STREET MANCHESTER, CT. 06042 860-643-7875 4.) MAP OF PART OF THE PROPERTY OF LILLIAN HERON ANDOVER, CONN. SCALE 1"=100' APPROX FILED ON THE TOWN OF ANDOVER LAND RECORDS MAP NO. 298.
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LEGEND
Text
PROPOSED WELL
Text
IRON ROD TO BE SET
Text
EXISTING IRON ROD
Text
EXISTING MERESTONE
Text
UTILITIES SHOWN ON THIS MAP WERE DERIVED FROM FIELD LOCATIONS AND EXISTING MAPPING CONTRACTOR TO VERIFY LOCATIONS AND DEPTH IN THE FIELD PRIOR THE START OF ANY CONSTRUCTION. "CALL BEFORE YOU DIG (1-800-922-4455)."
Text
SCALE 1"=50'
Text
GRAPHIC SCALE
Text
0'
Text
50'
Text
100'
Text
150'
Text
LOT AREA TABLE EXISTING EXISTING REVISED REVISED TOTAL AREA TOTAL AREA TOTAL AREA TOTAL AREA CLOSURE LINE PROPERTY LINE CLOSURE LINE PROPERTY LINE 57 HENDEE RD. N/A 44,909 SQ. FT. / 1.03 AC. N/A 7.83 AC. +/- PARCEL 2 275,623 SQ. FT. / 6.33AC. 8.4 AC. +/- 51,744 SQ. FT. / 1.19 AC. 60,287 SQ. FT./ 1.60 AC. +/-
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CONSTRUCTION NOTES: 1.) OWNER OR CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND APPROVALS. 2.) OWNER OR CONTRACTOR TO VERIFY ALL DIMENSIONS AND INFORMATION CONTAINED ON THIS PLAN PRIOR TO THE START OF CONSTRUCTION . THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. 3.) PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY ALL BOUNDARY MARKERS SHALL BE SET BY A LICENSED LAND SURVEYOR. 4.) PRESERVE ANY EXISTING STONE WALLS WHEREVER POSSIBLE. 5.) ANY TREES TO BE REMOVED IN THE TOWN RIGHT OF WAY SHALL BE POSTED BY THE TREE WARDEN PRIOR TO REMOVAL. 6.) ALL PROPOSED UTILITIES LOCATIONS SHALL BE APPROVED BY THE LOCAL UTILITY COMPANIES PRIOR TO THE START OF CONSTRUCTION. 8.) CLEARING LIMITS SHALL BE FLAGGED BY A SURVEYOR PRIOR TO ANY SITE DISTURBANCE.
Text
REVISIONS: 5/18/2020, 6/12/2020, 7/9/2020, 7/19/2020 HOUSE LOCATION,
Text
LOT LINES,7/28/2020, 7/30/2020 SEPTIC, 8/3/2020, 8/12/2020, 12/30/2020,
18.02 FIELD HELD 18.93' (MR-1) (CLOSING LINE) S 01°50'40" W
Text
33.45' N 69°30'32" E
Text
N 23°59'10" W
Text
109.70'
Text
93.61'
Text
N 09°21'15" W
Text
20.11'
Text
165.59'
Text
PROPOSED PROPERTY LINE
Text
N 41°37'56" W
Text
LIMIT OF FLOOD WAY
Text
INSTALL AND MAINTAIN
Text
SILTFENCE DURING CONSTRUCTION TYP.
Text
PROPOSED LIMIT OF CLEARING & DISTURBANCE
Text
CENTERLINE OF RIVER PER MAP REFERENCE 1 TYP.
Text
FL.= 322.25
Text
PROPOSED WATERTIGHT 1250 GALLON CONCRETE
Text
SEPTIC TANK W/EXTENDED BUOYANCY CONTROL BASE
Text
W/WATERTIGHT CLEANOUTS TO ELEVATION 324.50
Text
EXISTING 15" RCP CULVERT (TO BE REMOVED)
Text
PROPOSED RELOCATED 15" RCP DRIVEWAY CULVERT
Text
W/ MODIFIED RIP-RAP OUTLET PLUNGE POOL
Text
75' WELL RADIUS
Text
18 UNITS 72 LF. QUICK 4 HIGH CAPACITY
Text
LEACHING UNITS BOTTOM=320.00 CONNECT ENDS
Text
PROPOSED PAVED DRIVEWAY
Text
EXISTING GRAVEL DRIVEWAY
Text
PROPOSED LIMIT OF CLEARING & DISTURBANCE
Text
TEMPORARY STOCKPILE AREA
Text
EXISTING PATH
Text
319
Text
320
Text
321
Text
322
Text
322
Text
322
Text
322
Text
320
Text
325.50
Text
324
Text
324.10
Text
326.14
Text
325.89
Text
328.37
Text
329.02
Text
325.30
Text
322.27
Text
328.77
Text
323.82
Text
325.57
Text
327.95
Text
322.16
Text
324.87
Text
328.54
Text
322.90
Text
322.15
Text
322
Text
322.94
Text
322.43
Text
322.24
Text
322
Text
323
Text
LIMIT OF FLOOD ZONE A
Text
ELEVATION=323.50
Text
59.87'
Text
S 88°07'32" W
Text
233.79' (CLOSING LINE)
Text
S 88°07'32" W
Text
200.00' TOTAL
Text
N 79°02'05" E
Text
EXISTING SHED
Text
N 12°32'07" W 46.42' +/- TO CENTER LINE OF RIVER
Text
GRADE TO DRAIN
Text
APPROXIMATE FORMER LOCATION OF
Text
BURNAP ROAD AKA SOUTH COVENTRY ROAD
Text
PER MAP REFERENCE 4
Text
BENCHMARK NAIL IN POLE
Text
ELEVATION=336.13
Text
UTILITY POLE 613
Text
EDGE OF PAVEMENT
Text
IP
Text
IP
Text
IP
Text
IP
Text
BRASS BOLT
Text
CL&P 652
Text
INSTALL CONSTRUCTION
Text
ENTRANCE TYP.
Text
50 FT.
Text
CENTERLINE OF PAVEMENT
Text
EXISTING GREEN HOUSE
Text
322
Text
EXISTING HOUSE 57 HENDEE
Text
38.00'
Text
PROPOSED
Text
4 BEDROOM HOUSE
Text
SLAB ON GRADE
Text
(NO DRAINS)
Text
F.F.=325.50
Text
47.50'
Text
38.00'
Text
47.50'
Text
1250
Text
N 39°52'03" E
Text
LIMIT OF FIELD LOCATED INLAND WETLANDS
Text
PROPERTY LINE
Text
200 FT. UPLAND REVIEW AREA
Text
100% SEPTIC RESERVE AREA
Text
CATCH BASIN
Text
CATCH BASIN
Text
72.00'
Text
72.00'
Text
18 UNITS QUICK 4 HIGH CAPACITY QUICK 4 INFILTRATORS BOT.=320.00
Text
18 UNITS QUICK 4 HIGH CAPACITY QUICK 4 INFILTRATORS BOT.=320.00
Text
LEVEL D-BOX FL. ELEVATION= 320.80
Text
50 FT. FRONT YARD
Text
PROPERTY LINE TO BE REMOVED
Text
N/F 57 HENDEE ROAD LLC 57 HENDEE RD.
Text
219.51'
Text
25 FT. BUILDING SET BACK
Text
211.17' FIELD HELD (215.14' MR-1)
Text
25 FT. SIDE YARD
Text
PROPOSED UNDERGROUND UTILITIES
Text
TH 1I
Text
PERC 2
Text
S 10°57'55" E
Text
25 FT. SIDE YARD
Text
PROPOSED DRINKING WATER WELL EXTEND
Text
TOP OF CASING TO ELEVATION 324.50
Text
PROPOSED GEOTHERMAL WELL EXTEND TOP OF
Text
CASING TO ELEVATION 324.50
Text
LOT WIDTH 208.63'
Text
N 12°32'07" W
Text
280.04'
Text
39.17'
Text
PARCEL 2 N/F 57 HENDEE ROAD, LLC. HENDEE RD. VOLUME 132 PAGE 547 PROPOSED AREA 69,942 +/- SQ. FT. / 1.38 AC. +/- ALONG PROPERTY LINE 60,748 SQ. FT. 1.39 AC. ALONG CLOSURE LINE
Text
93 FT. FRONT YARD
Text
25 FT. SIDE YARD
Text
SITE
Text
PINE RIDGE DR.
Text
HENDEE RD.
Text
TIMES FARM RD.
Text
SKUNGAMAUG RIVER
Text
HOP RIVER
Text
HOP RIVER
Text
ARRD ZONE
Text
ARRD ZONE
Text
ARRD ZONE
Text
ARRD ZONE
Text
ARRD ZONE
Text
ARRD ZONE
Text
FLOOD PRONE DISTRICT ZONE LIMIT
Text
TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
Text
THIS MAP IS NOT VALID UNLESS IT BEARS THE EMBOSSED SEAL OF THE LICENSED
Text
ANDREW F. BUSHNELL P.E. L.S. 24591
Text
LAND SURVEYOR WHOSE REGISTRATION NUMBER AND SIGNATURE APPEAR ABOVE.
Text
NAD 1927
Text
860-643-7875
Text
DATE: 1/21/2021
Text
SCALE: 1"=20'
Text
REVISIONS: 3/5/2021, 3/19/2021, 5/11/2021
Text
FILE NO. 2019-70
Text
SHEET: 2 OF 3
Text
563 WOODBRIDGE STREET
Text
HENDEE ROAD
Text
SITE PLAN
Text
ANDOVER, CT.
Text
CIVIL ENGINEERING AND LAND SURVEYING
Text
BUSHNELL ASSOCIATES LLC.
Text
MANCHESTER, CT. 06042
Text
57 HENDEE ROAD, LLC
Text
%%UPLAN PREPARED FOR
Text
MAP REFERENCES: 1.) MAP SHOWING PROPERTY (TO BE CONVEYED TO) STEPHEN E. & LINDA A. WHITMAN (PARCEL #1) AND JOHN E. WHITHAM D.B.A. WHITHAM NURSERY (PARCEL #2) HENDEE ROAD ANDOVER, CONNECTICUT SCALE: 1"=40' MARCH 19, 1985 REV. APRIL 23, 1985 EDWARD J. SULLIVAN 105 TWO BROOK ROAD WETHERSFIELD, CONN. 06109 2.) PLAN PREPARED FOR STEPHEN WHITHAM HENDEE RD. ANDOVER, CT. GENERAL LOCATION SURVEY SCALE: 1"=20' DATE: 10/13/09 FILE NO. 290036 SHEET 1 OF 1 HOLMES AND HENRY ASSOCIATES LLC. CONSULTING ENGINEERS LAND SURVEYORS LAND PLANNERS 2179 BOSTON TURNPIKE COVENTRY, CT. 860-742-0340 REVISIONS 11/18/09 3.) PLAN PREPARED FOR BLANCHARD LAND INVESTMENTS LLC 67 HENDEE ROAD ANDOVER, CT. FREE CUT SUBDIVISION PLAN SCALE: 1"=40' DATE: 9/26/2017 FILE NO. 2017-48 SHEET 1 OF 1 BUSHNELL ASSOCIATES LLC. CIVIL ENGINEERING AND LAND SURVEYING 563 WOODBRIDGE STREET MANCHESTER, CT. 06042 860-643-7875 4.) MAP OF PART OF THE PROPERTY OF LILLIAN HERON ANDOVER, CONN. SCALE 1"=100' APPROX FILED ON THE TOWN OF ANDOVER LAND RECORDS MAP NO. 298.
Text
LEGEND
Text
PROPOSED WELL
Text
IRON ROD TO BE SET
Text
EXISTING IRON ROD
Text
EXISTING MERESTONE
Text
EDGE OF FIELD LOCATED WETLANDS
Text
WF 20
Text
WETLANDS FLAG
Text
UTILITIES SHOWN ON THIS MAP WERE DERIVED FROM FIELD LOCATIONS AND EXISTING MAPPING CONTRACTOR TO VERIFY LOCATIONS AND DEPTH IN THE FIELD PRIOR THE START OF ANY CONSTRUCTION. "CALL BEFORE YOU DIG (1-800-922-4455)."
Text
SCALE 1"=20'
Text
GRAPHIC SCALE
Text
0'
Text
20'
Text
40'
Text
60'
Text
KEY MAP
Text
SCALE 1"=500'
Text
CONSTRUCTION NOTES: 1.) OWNER OR CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND APPROVALS. 2.) OWNER OR CONTRACTOR TO VERIFY ALL DIMENSIONS AND INFORMATION CONTAINED ON THIS PLAN PRIOR TO THE START OF CONSTRUCTION . THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. 3.) PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY ALL BOUNDARY MARKERS SHALL BE SET BY A LICENSED LAND SURVEYOR. 4.) PRESERVE ANY EXISTING STONE WALLS WHEREVER POSSIBLE. 5.) ANY TREES TO BE REMOVED IN THE TOWN RIGHT OF WAY SHALL BE POSTED BY THE TREE WARDEN PRIOR TO REMOVAL. 6.) ALL PROPOSED UTILITIES LOCATIONS SHALL BE APPROVED BY THE LOCAL UTILITY COMPANIES PRIOR TO THE START OF CONSTRUCTION. 8.) CLEARING LIMITS SHALL BE FLAGGED BY A SURVEYOR PRIOR TO ANY SITE DISTURBANCE.
Text
ZONING COMPLIANCE TABLE: ARD (ANDOVER RURAL DESIGN) ZONE: REQUIRED PROVIDED LOT AREA 60,000 SQ. FT. 60,287 +/- SQ. FT. LOT WIDTH 200 FT. 208.63 FT. FRONT YARD 50 FT. 50 FT. SIDE YARD 25 FT. 25 FT. REAR YARD 50 FT. 50 FT. LOT COVERAGE 10% (MAX.) 4.6% FLOOR AREA 500 SQ. FT. (MIN.) 2000+/- SQ. FT. BUILDING HEIGHT/ 35 FT. (MAX)/ 2 (MAX.) 30 FT./1 STORIES DWELLING UNITS 1 (MAX.) 1
Text
PROPOSED DRIVEWAY SIGHT LINE DISTANCES EAST BOUND: 500 FT. + WEST BOUND: 500 FT. +
Text
(ZONE BOUNDARIES SHOWN ARE PER CURRENT TOWN OF ANDOVER ZONING MAP)
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LOT COVERAGE: PROPOSED LOT AREA: 60,287+/- SQ. FT. BUILDING: 1,805 SQ. FT. 3.0% IMPERVIOUS: 3,677 SQ. FT. 6.1%
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CONDITIONS OF APPROVAL
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SEE P&Z MINUTES OF FOR SPECIFIC
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CHAIRPERSON-SECRETARY DATE
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ANDOVER PLANNING & ZONING COMMISSION
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FLOOD PRONE DISTRICT
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APPROVED
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SPECIAL PERMIT FOR
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TEST HOLE
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EXISTING CONTOUR
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PROPOSED CONTOUR
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604
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604
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EXISTING SPOT GRADE
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604
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LIMIT OF DISTURBANCE
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SURVEY NOTES: 1. 1.) THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300B-1 THRU 20-300B-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES "MINIMUM STANDARDS OF ACCURACY, CONTENT AND CERTIFICATION FOR SURVEYS AND MAPS". AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS INC. ON AUGUST 29, 2019. IT IS A LIMITED PROPERTY ZONING LOCATION SURVEY MAP BASED ON A RESURVEY CONFORMING TO HORIZONTAL SURVEY ACCURACY CLASS A-2 AND TOPOGRAPHIC ACCURACY CLASS T-2. THE INTENT OF THIS MAP IS TO DEPICT THE LOCATION OF THE PROPOSED LOT LINE MODIFICATION SHOWN AND PROPOSED OR EXISTING IMPROVEMENTS SHOWN WITH RESPECT TO THE APPLICABLE MUNICIPAL OR STATUTORY REQUIREMENTS. 2.) THE PROPERTIES SHOWN ARE BOTH LOCATED IN AN ARRD (ANDOVER RURAL RESIDENTIAL DESIGN DISTRICT) AND A FLOOD PRONE ZONE. 3.) PORTIONS OF THE PROPERTIES SHOWN ARE LOCATED IN A FLOOD HAZARD ZONE A PER FIRM FLOOD INSURANCE RATE MAP COMMUNITY-PANEL NUMBER 090161 0003 A EFFECTIVE FEBRUARY 3, 1982. 4.) RIVER LOCATIONS SHOWN WERE TAKEN FROM MAP REFERENCE 1. 5.) THE PROPERTY IS SHOWN IN AN AREA OF STATE AND FEDERAL LISTED SPECIES ON THE CONNECTICUT DEPARTMENT OF ENERGY & ENVIRONMENTAL PROTECTION BUREAU OF NATURAL RESOURCES WILDLIFE DIVISION NATURAL DIVERSITY DATA BASE AREAS MAP FOR THE TOWN OF ANDOVER DATED DECEMBER 2019. 6.) THE TOPOGRAPHY SHOWN WAS TAKEN FROM MAP REFERENCE 2 IS BASED ON NGVD 1929 DATUM AND THE BENCHMARK SHOWN. 7.) PARCEL 2 IS TOGETHER WITH A VARIANCE TO ALLOW FOR THE DEPOSITION OF FILL AND CONSTRUCTION OF A SINGLE FAMILY DWELLING IN THE FLOOD PRONE DISTRICT GRANTED BY THE TOWN OF ANDOVER, CT. ZONING BOARD OF APPEALS ON FEBRUARY 17, 2021.
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860-643-7875
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SCALE: NONE
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REVISIONS: 3/5/2021, 3/19/2021
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SHEET: 3 OF 3
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563 WOODBRIDGE STREET
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CONSTRUCTION / E&S/ SEPTIC DETAILS
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CIVIL ENGINEERING AND LAND SURVEYING
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BUSHNELL ASSOCIATES LLC.
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MANCHESTER, CT. 06042
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%%UPLAN PREPARED FOR
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12 FT. MIN.
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4" PROCESSED AGGREGATE
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SUITABLE SUB-GRADE
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8" BANK RUN GRAVEL
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NOT TO SCALE
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PAVED DRIVEWAY DETAIL (12%%% MAX GRADE)
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TRAVELED WAY
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2" (COMPACTED) BITUMINOUS CONCRETE SURFACE
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TEST PIT 1D 0-10" TOPSOIL 10-36" LOAMY SAND W/LARGE BOULDERS, STONE, GRAVEL 36-46" SAND AND GRAVEL W/BOULDERS NO MOTTLING NO LEDGE NO SEEPAGE TEST PIT 1E LEDGE OR VERY LARGE BOULDER @ 13" TEST PIT 1F 0-10" TOPSOIL 10-32" VERY FINE RED SAND 32"-7.5' MED SAND AND GRAVEL W/COBBLES AND ROCKS (NO BOULDERS) NO MOTTLING NO LEDGE NO SEEPAGE TEST PIT 1G 0-7" TOPSOIL 7-18" VERY FINE ORANGE BROWN FINE SANDY LOAM W/ROCKS ALL SIZES 18"-7' SAND, COBBLES, ROCKS (NO 3' BOULDERS) NO MOTTLING NO LEDGE NO SEEPAGE TEST PIT 1H 0-10" TOPSOIL 10-22" FINE SANDY LOAM W/ROCKS 22-88" MED-COARSE SAND AND GRAVEL W/COBBLES, ROCKS NO MOTTLING NO LEDGE NO SEEPAGE TEST PIT OBSERVED BY THAD KING MPH REHS R.S. EASTERN HIGHLANDS HEALTH DISTRICT MARCH 30, 2021 TEST PIT 1I 0-10" TOPSOIL 10-31" DARK BROWN FINE SANDY LOAM 31-81" SAND AND GRAVEL ROCKS COBBLES BOULDERS NO MOTTLING NO LEDGE NO SEEPAGE ROOTS 44"
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PERCOLATION TEST 1 RESULTS PERFORMED BY HOLMES AND HENRY ASSOCIATES LLC. 10-5-09 PRE-SOAK 10:10 AM START 12:34 PM 10-5-09 HOLE DRY @ START 30" DEEP HOLE TIME READING DIFFERENCE (MIN.) (IN.) (IN.) 0 11 5 14 1/2 3 1/2 10 15 3/4 1 1/4 15 16 3/4 1 20 17 3/4 1 25 18 1/2 3/4 30 19 1/2 35 20 1 40 20 3/4 3/4 45 21 1/2 3/4 50 22 1/4 3/4 PERCOLATION RATE = 1-10 MIN./IN.
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TEST PITS OBSERVED BY THAD KING MPH REHS R.S. EASTERN HIGHLANDS HEALTH DISTRICT ANDREW BUSHNELL P.E. OCTOBER 16, 2009 TEST PIT 1 0-12" TOPSOIL 12-24" BROWN FINE SANDY LOAM 24-60" TAN SANDS AND GRAVEL ROCKS COBBLES BOULDERS 60-96" ROCKS COBBLES BOULDERS RED/BROWN SANDS AND GRAVEL ROCKS NO MOTTLING NO LEDGE NO SEEPAGE TEST PIT 2 0-12" TOPSOIL 12-18" BROWN FINE SANDY LOAM 18-60" GRAY BROWN SAND AND GRAVEL ROCKS AND COBBLES 60-74" GRAY BROWN FINE GRAVEL ROCKS AND COBBLES NO MOTTLING NO LEDGE NO SEEPAGE TEST PIT 3 0-12" TOPSOIL 12-26" RED BROWN FINE SANDY LOAM 26-86" YELLOW ORANGE SAND AND GRAVEL ROCKS AND COBBLES NO MOTTLING NO LEDGE NO SEEPAGE TEST PIT 4 0-10" TOPSOIL 10-16" YELLOW BROWN FINE SANDY LOAM 16-48" TAN / YELLOW FINE SAND AND GRAVEL ROCKS COBBLES NO MOTTLING NO LEDGE NO SEEPAGE TEST PIT 5 0-9" TOPSOIL 9-21" BROWN FINE SANDY LOAM 21-41" YELLOW TAN SAND AND GRAVEL ROCKS AND COBBLES 41-88" GRAY BROWN SAND AND GRAVEL NO MOTTLING NO LEDGE NO SEEPAGE
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TEST PITS OBSERVED BY HOLLY HOOD R.S. EASTERN HIGHLANDS HEALTH DISTRICT ANDREW BUSHNELL P.E. AUGUST 27, 2009 TEST PIT 1A 0-8" TOPSOIL 8-24" LOAMY SAND 24-50" SAND, ROCKS (ALL SIZES) NO MOTTLING LEDGE 24"(SOUTH END) 36"(MIDWAY) 41"(NORTH) NO SEEPAGE ROOTS TO 41" TEST PIT 1B 0-10" TOPSOIL 10-38" LOAMY SAND &LARGE BOULDERS 38-58" SAND, ROCKS, BOULDERS NO MOTTLING LEDGE 38" NO SEEPAGE TEST PIT 1C 0-8" TOPSOIL 8-21" BRIGHT ORANGE BROWN FINE SANDY LOAM 21-102" LIGHT BROWN SAND AND GRAVEL W/ROCKS, BOULDERS NO MOTTLING NO LEDGE NO SEEPAGE
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SITE SEEDING NOTES: PREPARATION: FINE GRADE AND RAKE SOIL SURFACE TO REMOVE STONES LARGER THAN 2" IN DIAMETER. INSTALL SEEDED EROSION CONTROL DEVICES SUCH AS SURFACE WATER DIVERSIONS AS REQUIRED. APPLY GROUND LIMESTONE AND FERTILIZER ACCORDING TO SOIL TESTS CONDUCTED BY THE UNIVERSITY OF CONNECTICUT SOIL TESTING LABORATORY OR OTHER RELIABLE SOURCE (BASED ON THE PROXIMITY OF THE SITE TO WATERWAYS LIMIT THE USE OF PHOSPHORUS FERTILIZER). WORK LIME AND FERTILIZER INTO SOIL UNIFORMLY TO A DEPTH OF 3"-4". SEED APPLICATION: APPLY SEED MIXTURE FROM THE CHART BELOW BY HAND, CYCLONE SEEDER OR HYDRO SEEDER. INCREASE SEED MIXTURE BY 10% IF HYDRO SEEDER IS USED. LIGHTLY DRAG OR ROLL THE SEEDED SURFACE TO COVER SEED. SEEDING SHOULD BE DONE BETWEEN THE TIMES SHOWN ON THE CHART BELOW. IF SEEDING CANNOT BE DONE DURING THESE TIMES, REPEAT MULCHING PROCEDURE BELOW UNTIL SEEDING CAN TAKE PLACE. MULCHING: IMMEDIATELY FOLLOWING SEEDING, MULCH THE SEED SURFACE WITH STRAW OR HAY AT A RATE OF 2 TO 3 TONS/AC. SPREAD MULCH BY HAND OR MULCH BLOWER. PUNCH MULCH INTO SOIL SURFACE WITH A TRACK MACHINE OR DISK HARROW SET STRAIGHT UP. IF USING HYDRO SEED MIX USE TACTIFIER ADDITIVES TO ADHERE MULCH MATERIAL TO THE SURFACE. SEED SELECTION: RECOMMENDED USE LB/1000 SQ. FT. SEED MIXTURE SEEDING DATES PERMANENT LAWN 0.45 KENTUCKY BLUEGRASS 4/1-6/15 0.45 CREEPING RED FESCUE 8/15-10/1 0.10 PERENNIAL RYEGRASS SLOPES & COARSE LAWN 0.45 CREEPING RED FESCUE 4/1-6/15 0.05 RED TOP 8/15-10/1 0.45 TALL FESCUE SLOPES (NO MOWING) 1.8 CREEPING RED FESCUE 4/1-6/15 0.2 RED TOP 8/15-10/1 TEMPORARY COVER 3.0 WINTER RYE 4/15-6/15,8/15-10/15 OR 1.0 ANNUAL RYEGRASS 3/1-6/15,8/1-10/15 IF SEED IS PLANTED OUTSIDE THE RECOMMENDED SEEDING DATES IRRIGATION MAYBE REQUIRED AT A UNIFORM APPLICATION RATE OF 1 TO 2 INCHES OF WATER APPLIED PER APPLICATION, SOAKING THE GROUND TO A DEPTH OF 4 INCHES.
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EROSION CONTROL CONSTRUCTION SEQUENCE PLAN HOUSE LOT DEVELOPMENT NOTE: ALL EROSION AND SEDIMENT CONTROL ACTIVITIES SHALL CONFORM TO THE METHODS OUTLINED IN THE 2002 CONNECTICUT GUIDELINES FOR EROSION AND SEDIMENT CONTROL MANUAL. 1.) COORDINATE MARKING OF LIMITS OF DISTURBANCE BY A LICENSED LAND SURVEYOR. SUPPLY TOWN EROSION CONTROL OFFICER WITH A LETTER FROM THE SURVEYOR CERTIFYING THE LIMITS OF DISTURBANCE WERE MARKED IN ACCORDANCE WITH THE APPROVED PLAN. 2.) CLEAR TREES AS REQUIRED. 3.) PRIOR TO SOIL DISTURBANCE INSTALL EROSION CONTROL MEASURES, SILT FENCE AND ANTI-TRACKING PAD (SEE PLAN DETAILS AND LOCATIONS). ADDITIONAL MEASURES MAY BE REQUIRED AS SITE CONDITIONS REQUIRE. COORDINATE AN INSPECTION OF INSTALLED MEASURES WITH THE EROSION CONTROL OFFICER. SUPPLY THE TOWN OF HEBRON EROSION CONTROL OFFICER WITH THE NAME AND PHONE NUMBER OF A CONTACT PERSON RESPONSIBLE FOR THE EROSION CONTROL MEASURES. 3.) PERIODICALLY AND AFTER LARGE RAIN EVENTS INSPECT EROSION CONTROL MEASURES AND REPAIR AS NECESSARY. 4.) GRUB AND STRIP TOPSOIL. STOCKPILE TOPSOIL IN AREAS INDICATED ON THE APPROVED PLAN. 5.) CONSTRUCT AND STABILIZE DRIVEWAY. 6.) CONSTRUCT HOUSE, WELL, DRIVEWAY , SEPTIC SYSTEM AND OTHER IMPROVEMENTS AS SHOWN. 7.) SPREAD STOCKPILED TOPSOIL. MACHINE RAKE, FERTILIZE, SEED AND MULCH DISTURBED AREAS. USE GRASS SEED THAT IS ACCEPTABLE FOR THE SITE CONDITIONS (I.E.. SUN OR SHADE) AND THE SEASON OF THE YEAR IN WHICH THIS ACTIVITY IS COMPLETED. PROVIDE TEMPORARY STABILIZATION OF THE SITE ( i.e. STRAW OR HAY ETC..) IF THE TOPSOIL IS SPREAD DURING A TIME OF YEAR WHEN GRASS SEED WILL NOT GERMINATE. PROVIDE PERMANENT STABILIZATION WHEN WEATHER CONDITIONS ALLOW. 8.) REMOVE EROSION CONTROL MEASURES AFTER THE SITE HAS BECOME FULLY ESTABLISHED. 9.) ANY EXISTING DISTURBED AREAS MUST BE SEEDED WITH PERMANENT OR TEMPORARY GROUND COVER AND MULCHED BY OCTOBER 15. 10.) DEWATERING OPERATIONS, IF REQUIRED, SHALL UTILIZE A CRUSHED STONE INTAKE SUMP AND A TEMPORARY OUTLET SILT POOL LOCATED WITHIN THE LIMITS OF DISTURBANCE.
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CONSTRUCTION NOTES: 1.) OWNER OR CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND APPROVALS. 2.) OWNER OR CONTRACTOR TO VERIFY ALL DIMENSIONS AND INFORMATION CONTAINED ON THIS PLAN PRIOR TO THE START OF CONSTRUCTION . THE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO THE START OF CONSTRUCTION. 3.) PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY ALL BOUNDARY MARKERS SHALL BE SET BY A LICENSED LAND SURVEYOR. 4.) PRESERVE ANY EXISTING STONE WALLS WHEREVER POSSIBLE. 5.) ANY TREES TO BE REMOVED IN THE TOWN RIGHT OF WAY SHALL BE POSTED BY THE TREE WARDEN PRIOR TO REMOVAL. 6.) ALL PROPOSED UTILITIES LOCATIONS SHALL BE APPROVED BY THE LOCAL UTILITY COMPANIES PRIOR TO THE START OF CONSTRUCTION. 8.) CLEARING LIMITS SHALL BE FLAGGED BY A SURVEYOR PRIOR TO ANY SITE DISTURBANCE.
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CURL FABRIC UP-SLOPE
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6"
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TO EACH STAKE
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STAPLE OR SECURE FABRIC
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OR APPROVED EQUAL
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GEOTEXTILE FILTER FABRIC
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NOT TO SCALE
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SILT FENCE DETAIL
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SLOPE
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12" MIN.
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ANGLE STAKES UP-SLOPE
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HARDWOOD STAKE SPACE 10' APART MAX.
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SUPPORT STAKE AT LEAST 42" LONG X 1.5" SQUARE
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FENCE HEIGHT
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30 " MAX.
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FILTER FABRIC
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4" MINIMUM
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STONE
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CT. DOT. 2"
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PUBLIC ROAD
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50 FT. MINIMUM
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NOT TO SCALE
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ANTI - TRACKING CONSTRUCTION ENTRANCE
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DATE: 1/21/2021
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FILE NO. 2019-70
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HENDEE ROAD
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ANDOVER, CT.
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57 HENDEE ROAD, LLC
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SEPTIC SYSTEM DESIGN NOTES AND CRITERIA SEPTIC SYSTEM DESIGN AND INSTALLATION TO COMPLY WITH CONNECTICUT PUBLIC HEALTH CODE REGULATIONS AND TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS REVISED JANUARY 1, 2018. MINIMUM LEACHING SYSTEM SPREAD (MLSS) CALCULATION: NUMBER OF BEDROOMS 4 PERCOLATION RATE 1-10 MIN./INCH RESTRICTIVE LAYER: NONE GROUND SLOPE NOT APPLICABLE MLSS: NOT APPLICABLE REQUIRED: 1250 GALLON TWO-COMPARTMENT SEPTIC TANK AND 577.50 SQ. FT. OF EFFECTIVE LEACHING AREA. PROVIDED: 1,250 GALLON TWO-COMPARTMENT CONCRETE SEPTIC TANK WITH APPROVED EFFLUENT FILTER. NO GARBAGE DISPOSAL, WATER SOFTENING SYSTEM OR OVERSIZED TUB TO BE INSTALLED IN THE HOUSE. (ACCESS RISERS REQUIRED TO LESS THAN 12" FROM FINAL GRADE). 144 LINEAL FEET OF HIGH CAPACITY QUICK 4 INFLITRTATORS (36 UNITS) (EFFECTIVE LEACHING CREDIT 4.1 SQ. FT./FT) BACKFILLED WITH APPROVED AGGREGATE AND AN EFFECTIVE LEACHING AREA OF 590.4 SQ.FT. MINIMUM SPACING OF 7FT. ON CENTER. WITH HOUSE SEWER PIPE OF 4" DIA. SCHEDULE - 40 ASTM D-1785 / ASTM D-2665. INFILTRATOR BOTTOMS TO BE NO MORE THAN 36" BELOW ORIGINAL GRADE. THE SEPTIC SYSTEM AREA SHALL NOT BE DISTURBED PRIOR TO STAKEOUT OF THE SYSTEM BY THE DESIGN ENGINEER. THE DESIGN ENGINEER SHALL STAKE OUT THE SEPTIC SYSTEM, SET A LOCAL BENCHMARK AND SUPPLY THE EASTERN HIGHLANDS HEALTH DISTRICT WITH A STAKING VERIFICATION MEMO BEFORE A PERMIT TO INSTALL THE SYSTEM WILL BE ISSUED. SELECT FILL PLACED WITHIN AND ADJACENT TO LEACHING SYSTEM AREAS SHALL BE COMPRISED OF CLEAN SAND, OR SAND AND GRAVEL, FREE FROM ORGANIC MATTER AND FOREIGN SUBSTANCES. THE SELECT FILL SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE APPROVED BY THE DESIGN ENGINEER. SELECT FILL EXCEEDING 6% PASSING THE #200 SIEVE BASED ON A WET SIEVE TEST CANNOT BE APPROVED BY THE DESIGN ENGINEER. 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 3.) THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN REWEIGHED AND THE SIEVE ANALYSIS STARTED. 4.) THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA. PERCENT PASSING SIEVE SIZE WET SIEVE DRY SIEVE #4 100 100 #10 70 - 100 70 - 100 #40 10 - 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% SELECT FILL THAT DOES NOT MEET THE DRY SIEVE GRADATION CRITERIA BUT MEETS THE WET SIEVE CRITERIA IS ACCEPTABLE. THE LICENSED INSTALLER IS RESPONSIBLE FOR PREPARING THE LEACHING AREA WITH REQUIRED SELECT FILL.THE TOPSOIL IN THE LEACHING AREA MUST BE COMPLETELY REMOVED AND THE SUBSOIL SCARIFIED PRIOR TO SELECT FILL PLACEMENT. THE INSTALLER SHALL TAKE NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURRING SOIL FROM FROM OVERCOMPACTION, SILTATION OR OTHER DAMAGE. THE INSTALLER IS RESPONSIBLE FOR PROPERLY COMPACTING THE SELECT FILL TO FACILITATE CONSTRUCTION AND TO PREVENT SETTLING. SELECT FILL SHALL EXTEND A MINIMUM OF FIVE (5) FEET LATERALLY IN ALL DIRECTIONS BEYOND THE OUTER PERIMETER OF THE LEACHING AREA.
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SCALE1"=5'
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LEACHING SYSTEM CROSS SECTION
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MIN 6" COVER
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EXISTING & FINAL GRADE
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BOTTOM=320.00
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7 FT. O.C.
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DESIGN GRADE=323.00
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APPROVED AGGREGATE BACKFILL
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12"
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8" LOUVER HEIGHT
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6" MIN. COMPACTED COVER REQUIRED TO SUPPORT A MAX. GROSS VEHICLE WEIGHT OF 9,000 LBS.
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NATIVE BACKFILL
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ESTABLISH VEGETATIVE COVER
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TOPSOIL
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MOUND FOR PROPER DRAINAGE
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16"
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QUICK 4 HIGH CAPACITY TRENCH DESIGN DETAIL (NOT TO SCALE)
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APPROVED FILTER FABRIC
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QUICK 4 HIGH CAPACITY INFILTRATOR TYP.
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BOTTOM=320.00
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DESIGN GRADE=323.00
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NO. 4 STONE AGGREGATE (1 1 4 " STONE)
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CONDITIONS OF APPROVAL
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SEE P&Z MINUTES OF FOR SPECIFIC
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CHAIRPERSON-SECRETARY DATE
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ANDOVER PLANNING & ZONING COMMISSION
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FLOOD PRONE DISTRICT
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APPROVED
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SPECIAL PERMIT FOR
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PERCOLATION TEST 2 RESULTS PERFORMED BY EASTERN HIGHLANDS HEALTH DISTRICT 3-30-2021 22" DEEP HOLE TIME READING DIFFERENCE (MIN.) (IN.) (IN.) 12:30 11 12:32 14 1/4 3 1/4 12:34 15 3/4 1 1/2 12:36 17 1 1/4 12:38 17 3/4 3/4 12:40 18 1/2 3/4 12:42 19 1/4 3/4 12:44 20 3/4 PERCOLATION RATE = 2.67 MIN./IN.
