HomeMy WebLinkAboutSite PlanS76°29'1
3
"
E
N83°15'03"W
70.00'
±12.1
'106106105105104104103103102102 10
2
102101101
1
0
1
101100100
100100999999999898989897979797969696969595959594949393929291919090
89
89 8888 8787
±12.3'30.77'30.9'N69°
2
7
'
0
3
"
W
S12°44'57"W31.00'75.46
'
G
25'
75'N26°23'52"EW
25'
75'
9594 93
TANK
PRIMARY 25 L.F.
STOCK
PILE
137.13'9.3'3.0'
67.7'
45.5'- PREPARED FOR -MONTVILLE CONNECTICUTELISA & STEVEN PIERCE157 DOYLE ROAD UNIT B1 inch = ft.
( IN FEET )
GRAPHIC SCALE ROBERT W. HELLSTROM, L.S. #13626TO MY KNOWLEDGE AND BELIEF, THIS MAP ISSUBSTANTIALLY CORRECT AS NOTED HEREON.1 OF 2SITE DEVELOPMENT PLANMAY 5, 2021AGS1" = 10'21-025_SitepPlan2021-02510
0'10'20'30'ALL RIGHTS RESERVEDANY REPRODUCTION, POSSESSION OR USE OF THIS DRAWING OR ANY PART THEREOF WITHOUT THEWRITTEN PERMISSION OF THE SURVEYOR INDICATED BELOW IS PROHIBITED. VIOLATORS WILL BEPROSECUTED TO THE FULL EXTENT OF THE LAW.www.RHLSCT.comMAP STANDARD NOTES
1.THIS SURVEY (OR MAP) HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT
STATE AGENCIES SECTIONS 20-300b-1 THRU 20-300b-20 AND THE "STANDARDS AND SUGGESTED
METHODS AND PROCEDURES FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS
ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON AUGUST 29, 2019.
TYPE OF SURVEY: IMPROVEMENT LOCATION SURVEY
BOUNDARY DETERMINATION: RESURVEY
HORIZONTAL ACCURACY CLASS: "A-2"
LAND ZONE: R-120
THE INTENDED PURPOSE OF THIS MAP /SURVEY IS TO DEPICT THE PROPOSED HOUSE AND SEPTIC.
LOCATION.
DRILL HOLE SET
ANGLE POINT
IRON PIN SET 5/8" REBAR
98 EXISTING CONTOUR
CHD MONUMENT FOUND
IRON PIN OR PIPE FOUND
PROPERTY LINE
LEGEND
*SEE DETAIL 'A'
DETAIL 'A'
NOT TO SCALE
APPROX. EDGE OF
WATER, 2-8-2021 DOCKSHED
SHED
PROPOS
E
D
HOUSE(3 BEDR
O
O
M
)
FIN.FL.=
9
8
.
0
T.F.W.=
9
7
.
0
BASE.FL.
=
8
9
.
5
S12°44'57"W31.00'*SURVEY CLOSURE LINE*
ACTUAL PROPERTY LINE FOLLOWS
ALONG THE EDGE OF GARDNER LAKE .
N71°09'3
6
"
E
0.67'N83°15'03"W
70.00'
“PLOT PLAN, PORTION OF LAND OF ANNE C. ALQUIST, MONTVILLE, CONNECTICUT,
DATED MAY 11, 1970, CORRECTED MAY, 1970, BY HUB CORPORATION, COLCHESTER,
CONNECTICUT, EDWARD J. BAZZELL, LAND SURVEYOR.”
MAP REFERENCE
TP 1
PROPERTY OF
ELISA & STEVEN PIERCE
AREA= ±4,925 SQ.FT, ±0.1 ACRES
N/F
LEONARD T. & KATHLEEN A.
JOHNSON
N/F
PEQUOT LEDGE CAMPGROUND, LLC
N/F
ELISA B. & STEVEN C. PIERCE
BM 28" OAK
ELEV.=96.75 (ASSUMED)
WOOD FENCE
PER MAP
REFERENCE
VOL.638, PAGE 323 OF THE MONTVILLE TOWN LAND RECORDS
VOL. 509, PAGE 30 OF THE MONTVILLE TOWN LAND RECORDS
VOL. 336, PAGE 738 OF THE MONTVILLE TOWN LAND RECORDS
DEED REFERENCE
6.74'
IRON PIPE
FOUND
RETAINING WALLS
(TYPICAL)
SURVEYOR CONTROL POINT
SEPTIC DRY WELL
EX. WELL
*EXISTING WELL
TO BE ABANDONED PER
HEALTH DEPARTMENT
STANDARDS
TP 275'
THERE ARE NO WELLS LOCATED
WITHIN 75' OF THE PROPOSED
SEPTIC SYSTEM ON THIS LOT.
CONTRACTOR TO PRESERVE &
PROTECT ALL EXISTING UTILITIES.
PRIOR TO THE START OF
CONSTRUCTION CONTACT
'CALL BEFORE YOU DIG'
1-800-922-4455
THIS PROPERTY IS NOT LOCATED
WITHIN A FLOOD ZONE.
BENCHMARK TO BE SET IN THE
FIELD AT TIME OF CONSTRUCTION.
1. ALL EROSION & SEDIMENT CONTROL MEASURES TO BE CONSTRUCTED AS DETAILED AND
SPECIFIED IN THE CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL
JANUARY 2002 AS AMENDED.
1.ALL EROSION & SEDIMENT CONTROL MEASURES SHALL BE INSTALLED PRIOR TO ANY
CONSTRUCTION, PROPERLY MAINTAINED DURING CONSTRUCTION AND REMAIN IN PLACE
UNTIL ALL DISTURBED AREAS HAVE BEEN PROPERLY STABILIZED. AFTER INSTALLATION OF THE
INITIALLY PRESCRIBED MEASURES, ADDITIONAL MEASURES MAY BE REQUIRED TO ADDRESS
FIELD CONDITIONS AS ORDERED BY THE TOWN OF MONTVILLE OR ITS DESIGNATED AGENT(S).
2.THE SMALLEST PRACTICAL AREA OF LAND SHOULD BE EXPOSED. THE EXPOSURE SHOULD BE
THE SHORTEST PERIOD OF TIME. WHEN NECESSARY TEMPORARY VEGETATION AND OR
MULCHING SHOULD BE USED TO PROTECT EXPOSED AREAS. FINAL VEGETATION SHOULD BE
INSTALLED AS SOON AS POSSIBLE. WHEREVER FEASIBLE NATURAL VEGETATION SHOULD BE
RETAINED AND PROTECTED.
3. THE STOCKPILING OF BUILDING MATERIALS SHALL BE WITHIN THE AREA OF DISTURBANCE.
4.SEEDBED PREPARATION: FINE GRADE AND RAKE SOIL TO REMOVE ANY STONES LARGER THAN
2 INCHES. INSTALL ANY NEEDED EROSION CONTROL DEVICES SUCH AS SURFACE WATER
DIVERSIONS. APPLY LIMESTONE AT A RATE OF TWO TONS PER ACRE OR 90 POUNDS PER 1000
SQUARE FEET. FERTILIZE WITH 10-10-10 AT A RATE OF 11 POUNDS PER 100 SQUARE FEET.
WORK LIME AND FERTILIZER INTO THE SOIL TO A DEPTH OF FOUR INCHES.
5.SEED APPLICATION: APPLY SHADE TOLERANT GRASS MIXTURE BY HAND, CYCLONE SEEDER OR
HYDROSEEDER. SEEDING SHALL BE DONE BETWEEN APRIL 1 AND JUNE 1 OR
BETWEEN AUGUST 15 AND SEPTEMBER 1. IF SEEDING CANNOT BE DONE DURING THESE
TIMES, REPEAT MULCHING PROCEDURE UNTIL SEED CAN BE DONE.
6.ESTABLISH PERMANENT VEGETATION USING A SEED MIXTURE OF:
KENTUCKY BLUEGRASS 20 LBS/ACRE
CREEPING RED FESCUE 20 LBS/ACRE
PERENNIAL RYE GRASS 5 LBS/ACRE
TOTAL 45 LBS/ACRE
THE RECOMMENDED DATES FOR SEEDING ARE APRIL 1 THROUGH JUNE 1 AND AUGUST 15
THROUGH SEPTEMBER 1.
7.MULCHING: IMMEDIATELY FOLLOWING SEEDING, MULCH THE SEEDED SURFACE WITH
STRAW OR HAY AT A RATE OF 1.5 TO 2 TONS PER ACRE. MULCH SHALL BE SPREAD BY HAND
OR WITH A MULCH BLOWER. PUNCH MULCH INTO SOIL SURFACE APPROXIMATELY TWO TO
THREE INCHES.
4
1
2
SEPTIC SYSTEM INVERTS
INVERT @ HOUSE - 94.7 MIN.
INVERT IN @ SEPTIC TANK - 94.10
INVERT OUT @ SEPTIC TANK - 93.85
D-BOX / FLOW LINE @ UNITS - 93.50
BOTTOM OF UNITS - 91.00
EXISTING GRADE - 96.5 - 98.5
FINISHED GRADE OVER UNITS - 96.5 - 98.5
3
LIMT OF 50' URARETAINING WALLS
(TYPICAL)
STONE STEP
(TYP.)
PROPOSED WELL
PROPOSED GEOTHERMAL WELL
ALL DRILLING SEDIMENTS TO BE
DISPOSED OF OFF SITE
LOAM, SEED & MULCH
ALL DISTURBED AREAS
INSTALL & MAINTAIN
SILT FENCE (TYP.)
WELL DRILLING DISCHARGE/SETTLING AREA
SURROUND WITH SILT FENCE
ALL DRILLING SEDIMENTS TO BE DISPOSED OF OFF SITE
EX. CO
N
C
.
P
A
D
EX. CONC. PAD
REYNOLDS ENGINEERING
SERVICES, LLC
63 NORWICH AVE.
COLCHESTER, CT 06415
(860) 465-7419
INSTALL GEOMATRIX GST 6230
LEACHING UNITS - 25 L.F. (SEE DETAIL)
1,000 GAL PRECAST SEPTIC TANK
WITH EFFLUENT FILTER AT OUTLET
(TUF-TITE EF-4 OR APPROVED EQUAL)
(SEE DETAIL)
INSTALL RISERS TO WITHIN 12" OF FIN. GRADE
96.0
27 ± LF OF 4" PVC PIPE SCHD 40
(ASTM D 1785 OR APPROVED EQUAL)
MINIMUM SLOPE 1/4" PER FOOT
4
1
2
3
10 L.F. 4" PIPE - SDR 35AA ANTI-TRACKING PAD
SIZE AND LOCATION TO BE
DETERMINED IN FIELD AS
CONDITIONS WARRANT
(SEE DETAIL)
INSTALL & MAINTAIN
SILT FENCE (TYP.)
SILT FENCE
EROSION & SEDIMENTATION CONTROL NOTES:
PROPOSED TRENCH
PROPOSED TRENCH
24.0'
24.0'24.0'24.0'LIMIT OF ORIGINAL HOUSE
9
5
94
94.8
PROPOSED CONTOUR94
GRADE TO DRAIN
95.8
40 500102030
DISTANCE IN FEET
SECTION A-A
Vertical Scale: 1" = 5'
Horizontal Scale: 1"=10'
98
97
96
95
94
93
92
91
90
STRIPPED GROUND LINE/
EXCAVATION LIMIT
APPROX. 12-13 INCH DEPTH
6" TOPSOIL MIN
EXISTING GROUND
5'5'
GEOMATRIX GST 6230 LEACHING
UNITS (TYP) (SEE DETAIL)BOTTOM OF UNITS
ELEV. 91.00
COMMON FILL
99
100
FIELD CAPACITY WILL BE REQUIRED.
PROPOSED HOUSE, A LARGER SEPTIC TANK AND INCREASED LEACHING
EVENT THAT SUCH AN INSTALLATION IS CONTEMPLATED FOR THE
GARBAGE DISPOSALS ARE NOT ANTICIPATED FOR THIS DESIGN. IN THE
CAPACITY (+100 GALLONS), DISCHARGE TYPE BATHTUBS. RESIDENTIAL
THIS SYSTEM HAS NOT BEEN DESIGNED FOR THE USE OF LARGE
3.
4.
2.
DEPTH TO RESTRICTIVE LAYER: 100" (TP 2)
5.
6.
PERCOLATION RATE FOR DESIGN: 6.7 min./inch
THE DESIGN SHOWN HEREON CONFORMS TO ALL APPLICABLE STATE AND LOCAL HEALTH
AGAINST FAILURE DUE TO IMPROPER INSTALLATION, IMPROPER MAINTENANCE OR TO
NATURAL PHENOMENA BEYOND THE SCOPE OF NORMAL FIELD INVESTIGATION.
CODE REQUIREMENTS AND TO GOOD ENGINEERING PRACTICE. I CAN NOT GUARANTEE
1.
PUBLIC HEALTH CODE AND TO THE SATISFACTION OF THE TOWN SANITARIAN.
ALL CONSTRUCTION TO CONFORM TO STANDARDS OF THE CONNECTICUT
DESIGN NOTES:
REQUIRED LEACHING AREA FOR 3 BEDROOM BUILDING = 495 SF ELA
#200
0-3#40
0-1.5
CONSTRUCTION SEQUENCE
A. STRIP & STOCKPILE TOPSOIL FROM LEACHING AREA.
B. CONSTRUCT LEACHING UNITS TO DESIGN LINE & GRADE.
D. LOAM, FINE GRADE TO FINISHED GRADE AND SEED. PROTECT DISTURBED AREAS
WITH EROSION CONTROLS UNTIL FIRST MOWING.
SEPTIC SYSTEM CONSTRUCTION NOTES:
THE PIPE BETWEEN THE HOUSE AND SEPTIC TANK SHALL BE 4 IN. EXTRA HEAVY CAST IRON, DUCTILE IRON OR
EXTRA STRENGTH PVC ASTM D1785 SCHD 40 OR APPROVED EQUAL.
ALL DISTRIBUTION PIPE IS TO BE ASTM D3034 SDR 35 (4"PVC) OR APPROVED EQUAL UNLESS NOTED.
SEPTIC TANK SHALL BE SET LEVEL ON A MINIMUM OF 6" OF PROCESSED GRAVEL OR BROKEN STONE ON
COMPACTED SUBGRADE.
THERE ARE NO APPARENT WELLS OR SEPTIC FIELDS WITHIN 75' OF THE PROPOSED WELL AND SEPTIC SYSTEM
AS SHOWN ON THIS PLAN.
5.
4.
2.
3.
0-5
0-10
20-55
90-100
100
PERCENT PASSING (BY WEIGHT)
APPROVED STONE AGGREGATE FOR LEACHING TRENCHES SHALL BROKEN STONE, CRUSHED STONE, OR
SCREENED GRAVEL MEETING CT DOT FROM 814A SPECIFICATION FOR M.01.01 FOR NO. 4 STONE:
THE LOCATION AND ELEVATION OF THE PROPOSED SEPTIC SYSTEM SHALL BE STAKED IN THE FIELD BY A
LICENSED LAND SURVEYOR. BENCHMARK TO BE SET IN THE VICINITY OF THE LEACH FIELD AT THE TIME OF
STAKEOUT.
7.
2-INCH
1-1/2-INCH
1-INCH
3/4-INCH
3/8-INCH
SIEVE SIZE
6.
1.
% PASSING: DRY SEIVE
% PASSING: WET SEIVE
SIEVE SIZE:
1.
AND COMPACTED IN 6" LIFTS. SELECT FILL SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS:
LEACHING SYSTEM CONSTRUCTION NOTES:
A. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 3 INCHES.
TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL BETWEEN AND BEYOND
TRENCHES TO BE PERVIOUS, GOOD QUALITY AND CLEAN MEDIUM SAND (SELECT FILL) PLACED
2.
AND SPREAD AND COMPACTED WITH TRACK-DRIVEN VEHICLES. STOCKPILING IS TO TAKE PLACE
C. THE FILL LESS THE GRAVEL SHALL MEET THE FOLLOWING GRADATION CRITERIA:
NO MORE THAN 45 PERCENT OF THE MATERIAL CAN BE RETAINED ON THE NO. 4 SIEVE.
FILL MATERIAL TO BE PLACED PRIOR TO TRENCH EXCAVATION. NO TRAFFIC OTHER THAN
TRACK-DRIVEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL AREA
AFTER TOPSOIL REMOVAL. FILL MATERIAL TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA
B. THE FILL SHALL NOT CONTAIN MORE THAN 45 PERCENT GRAVEL (GRAVEL IS BETWEEN NO. 4 & 3" SIEVES)
** 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%.
DOCUMENTATION OF TEST RESULTS ARE TO BE PROVIDED TO THE HEALTH DISTRICT.
3.
#200
0-2.5
0-5
#10
70-100
70-100 0-510-75100
100
#4
**10-50
#40
0-20
#100
DESIGN: GEOMATRIX GST 6230 LEACHING UNITS
ELA PROVIDED = 22.1 SF/LF x 25 LF = 552.5 SF ELA
ROBERT W. HELLSTROM, L.S. #13626TO MY KNOWLEDGE AND BELIEF, THIS MAP ISSUBSTANTIALLY CORRECT AS NOTED HEREON.DATE:SHEET NO.:2 OF 2MAY 5, 2021BY:AGSSCALE:JOB NO.:FILE NO.:ALL RIGHTS RESERVEDANY REPRODUCTION, POSSESSION OR USE OF THIS DRAWING OR ANY PART THEREOFWITHOUT THE WRITTEN PERMISSION OF THE SURVEYOR INDICATED BELOW IS PROHIBITED.VIOLATORS WILL BE PROSECUTED TO THE FULL EXTENT OF THE LAW.HELLSTROMSURVEYING@YAHOO.COMREYNOLDS ENGINEERING
SERVICES, LLC
63 NORWICH AVE.
COLCHESTER, CT 06415
(860) 465-7419
(NOT TO SCALE)
100°
SET POSTS / EXCAVATE
6" X 6" TRENCH / SET POST
DOWNSLOPE/STAPLE WIRE MESH
CANTED 10° INTO SLOPE
SET 8' TO 10' APART, AND
INTO GRADE 12" MIN.,
2" X 4" X 5' STAKES DRIVEN
FENCING TO POSTS / ATTACH FILTER
BACKFILL TRENCH / COMPACT EXCAVATED SOIL
FABRIC TO FENCING / EXTEND INTO TRENCH
BACKFILL
FLOW
WIRE FENCING
FILTER FABRIC
6" TO 8" WIDE
6" TO 8" DEEP
TRENCH CUT
FOLD FABRIC
UP SLOPE
COMPACTED
25' MIN.
CRUSHED GRAVEL
CT. D.O.T. 2"EXISTING ROAD/DRIVERADIUS
6" DEPTH MIN.
NOT TO SCALE
(CUT FOR 4" OVERFLOW)
4" PVC ELBOW
STANDARD D-BOX W/ ELBOW1 1/4"1 1/2"1 3/4"NOT TO SCALE 8 3/4"4 1/2"2"2"10 3/4"2X2 5/8 16 GA. WIRE MESH
16"SOILS INFORMATION
MLSS NEED NOT BE CONSIDERED
- PREPARED FOR -MONTVILLE CONNECTICUTELISA & STEVEN PIERCE157 DOYLE ROAD UNIT BDETAILSAGS1" = 10'21-025_SitePlan2021-025Uncas Health District
TP#1
0-12" Topsoil
12-26" Sandy Loam
26-112" Sand & Gravel, Cobbles
Mottling: None
Groundwater: 110"
Ledge: None
Roots: 28"
PERCOLATION TEST
DATE: 3/24/2021
HOLE DEPTH: 16"
TIME DEPTH
2:46 FILL
3:32 DRY
3:33 6 3/8" REFILL
3:38 7 3/4"
3:43 9"
3:48 9 15/16"
3:53 10 1/2"
3:58 11 5/16"
4:03 11 7/8"
4:08 12 1/4"
4:13 13"
4:18 13 1/2"
4:23 14"
4:28 14 5/8"
PERC RATE: 6.7 min./inch
Date: March 24, 2021
Michael J. Kirby, R.S.
Mark Reynolds, P.E.
Restrictive: 110"
TP#2
0-13" Topsoil
13-28" Sandy Loam
28-100" Sand & Gravel, Cobbles
Mottling: None
Groundwater: None
Ledge: None
Roots: 26"
Restrictive: 100"
4:30 DRY
Scale
Drawn By:
Date ACAD No.
Sheet Of
None REV.
ERP
6/28/2007
32
C-04/28/09
Geo st ls Plan View.DWG
GEOMATRIX ST LEACHING SYSTEM
A-A' Cross Section
Geomatrix Systems, LLC., Old Saybrook, CT
860-510-0730
Copyright 2009 GEOMATRIX SYSTEMS, LLC
Patents Pending
>2"
4"4"
GEOMATRIX GST LEACHING SYSTEM
A-A' CROSS SECTION
Finished Grade shall be pitched to sheet flow
stormwater away from system
Cover material depth shall be >6"
and shall be uniform over system Filter Fabric
CT DOT No. 6 stone
ASTM C-33 Sand
(or approved equivilant)
*H
18" (GST6218)*H=
>2"
TM
Scale
Drawn By:
Date ACAD No.
Sheet Of
None REV.
6/28/2007
C-04/28/09
Geo GLS B-B'.DWG
GEOMATRIX ST LEACHING SYSTEM
B-B' Cross Section
Geomatrix Systems, LLC., Old Saybrook, CT
860-510-0730
Copyright 2009 GEOMATRIX SYSTEMS, LLC
Patents Pending
GEOMATRIX GST LEACHING SYSTEM
B-B' CROSS SECTION
Finished Grade shall be pitched to sheet flow
stormwater away from system
Cover material depth shall be >6"
and shall be uniform over system
18" (GST6218)*H=
TM
*P= 2" - 5.5"
*3" min. I.D., ASTM D-3034, SDR 35 pipe for gravity applications
0.75" min. I.D., ASTM D-2665, SCH 40 PVC pipe for pressure applications
*PDistribution Pipe*
>2"
*H
ASTM C-33 Sand
(or approved equivilant)
CT DOT No. 6 stone
Filter Fabric
>2"
62"
SEPTIC TANK
2 COMPARTMENT
1000 GALLON
53.75"57"66.5"1000 GAL
CBACAPACITIES
NOT TO SCALE
CROSS SECTION
6 x 6 6/6 GA. WIRE MESH
4 x 4 12.6/12.6 GA. WIRE MESH
INLET OUTLET
17 1/2"CBAASPHALT SEAL
CONTINUOUS HOT
LIQUID LEVEL
PLAN
OUTLET OPENINGS
KNOCKOUT INLET AND
CONCRETE COVERS
CAST RIBS INSIDE21"4'-10"2'-5"8'-6"