HomeMy WebLinkAboutSite Plan (2)OWNER
JEANNETTE C. PIENIADZ
234 SIMPSON LANE
OAKDALE, CT 06370
r APPLICANT _
JWR ASSOCIATES.
P.O. BOX 164
LJNCASVILLE, CT 06382
PROPERTY..INFO,0
ADDRESS: 234 SIMPSON LANE
MONTVILLE ASSESORS MAP 38 —LOT 49
AREA: 29.16 ACRES
OWNER: JEANNETTE C. PIENIADZ
DEED REFERENCE: VOLUME 623 -PAGE 1068
ADVANCED SURVEYS, LLC. N
25 Apple Lane, Colchester CT. 06415 W O E
.Phone .& Fax (860).267-5979 S
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SCALE: 1" = 1000'
SHEET NO. DESCRIPTION
1 COVER SHEET
2 BOUNDARY -LOT LAYOUT & TOPOGRAPHY
3 CONCEPTUAL DEVELOPMENT PLAN - LOTS 1,2 & 3
r
4 CONCEPTUAL DEVELOPMENT PLAN - LOTS 4,5,6,& 7
5 CONCEPTUAL DEVELOPMENT PLAN - LOT 8
6 NOTES - DETAILS - E & S CONTROLS
7 SOILS DATA & SANITARY INFORMATION
JU�j 6 2020
TO MY KILO AI ` IEF, TH18 MAP IS SUBSTANTIALLY CORRECT
ASN. 0 SNOT VALID WITHOUT A LIVE SIGNATURE
F ` SURVEYOR HEREON.
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RIG A. DESCHAMPS L.S. #70019 ATE
APPROVED BY THE TOWN OF MONTVILLE PLANNING & ZONING COMMISSION
CHAIRMAN OR SECRETARY DATE
APPROVED BY THE TOWN OF MONTVILLE INLAND WETLANDS
& WATERCOURSE COMMISSION
CHAIRMAN OR SECRETARY DATE
APPROVED BY THE UNCAS HEALTH DISTRICT
SIGNATURE DATE
DATE OF COMPLETION OF ALL WORK
SIGNATURE DATE
PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN
CONSIDERED IN DEVELOPMENT OF THIS PLAN
SIGNATURE DATE
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SOILS
�: - S LEGEND:
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228 SL1riPS0 LAS EXIST
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VOL. 126 PG. 1165 � / - i i� � � � � r _
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BRIDGE W....... / _ :...:.....:..5,.8.5531...-. 4i2,$8:.., i E.-1 165 511.14
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#7812 #7811 #7810 #7809 #7808 #7807 #7806 #7805#7803
#7804 #7802 o WOODBRIDGE FINE SANDY LOAM
S 08051'46" W S 08051'46" W
S 08°40'11" W
3 0.00' 30.00'
25,00'
SIMPSON LANE 1460'= ALONG
LAND LYING BETWEEN THE PROPOSED STREETLINE AND
CENTERLINE
THE CENTERLINE OF SIMPSON LANE TO BE DEEDED
S U8°40'11" W
OF ROAD
TO THE TOWN OF MONTVILLE FOR ROAD PURPOSES
EASEMENT FOR ACCESS& UTILITIES
25.00'
(AREA "B" - 36,880 S.F.*)
IN FAVOR OF LOT #49-1 & LOT 949-3
DRILL HOLE
OVER LOT #49-2 REQUIRED
MON
EASEMENT FOR ACCESS & UTILITIES
(AREA -8,693 S.F.=)
IN FAVOR OF LOT #49-4, LOT #49-6
IRON PIN
& LOT #49-7 OVER LOT #49-5 REQUIRED
REC.
RECOVERED
(AREA -10,381 S.F.±)
r
LEGEND:
VOL.
VOLUME
PG.
PAGE
N/F
NOW OR FORMERLY
S.F.
SQUARE FEET
DH
DRILL HOLE
MON
MONUMENT
IPIN
IRON PIN
REC.
RECOVERED
��������3�;�:,�����,��
SNET
SOUTHERN NEW ENGLAND TELEPHONE
1 ��.z 9��IFP
STONE WALL
I HAVE REVIEWED THE SUBJECT PROPERTY AND AFTER A CAREFUL
TOtY I[0E IEF,
HIS MAP IS SUBSTANTIALLY CORRECT
------ 40- - - - - - -
EXISTING CONTOUR
INSPECTION. I HAVE DELEUATED THE INLAND WETLANDS &
sE
AS 1 9 ? IS, SN
T `VALID WITHOUT A LIVE SIGNATURE
0
PROPOSED CONTOUR
WATERCOURSES AS SHOWN ON THIS PLAN.
AN OF E
URVEYOR HEREON.
IRON PIN OR DRILL HOLE TO BE SET
�1Iltllll tit:'!
MONUMENT TO BE SET
r
MARK H. SULLIVAN, C,P,S.S. DATE
RICHARD A. D CHAMPS '
L,S. #70019 D TE
47C 3-15% SLOPES, STONY
73C CHARLTON - HATFIELD COMPLEX
0-15% SLOPES, VERY ROCKY
JAMES P. ROARKE &
TRACI THIBODEAU
VOL. 621 PG. 981
(MAP 38 LOT 42)
344
N/F
ELEANOR MAYNARD &
DIANE L. TRONIAR
VOL. 283 PG. 504
(MAP 38 - LOT 43)
'b
N/F
MICHAEL, B. BROVERO &
KAREN M. BROVERO
VOL. 407 PG. 751
(MAP 38 - LOT 44)
N/F
TIMOTHY E. KUZIA &
FREDERICK J. COLE
VOL. 348 PG. 167
(MAP 38 -- LOT 45)
I
349 -- -- --�
N/F
ROBERT D. PIETRAS, JR & i
AMBER J. PIETRAS I
VOL, 559 PG. 236
(MAP 38 LOT 46)
ALFRED J. KRAMMKI
VOL. 598 PG. 660
(MAP 38 — LOT 47)
\`���►�trurrrr�,�1�'�c�i
:cc
A. DESCHr
S MAP IS SUBSTANTIALLY CORRECT
VALID WITHOUT A LIVE SIGNATURE
R.VEYOR HEREON.
t
019 DATE
FRED J. YEITZ &
JANIS J. YEITZ
VOL. 126 PG. 1165
(MAP 38 - LOT 48)
PAVED DRIVEWAY APRON
TO STREETLINE (TYP.)
W
N
/
W
�
t
N/F
]ESTATE OF
WALTER J. PIENIADZ
VOL. 332 PG. 711
(MAP 46 - LOT 51)
--- j 40'
e
49-5 I
LOT DEVELOPMENT NOTES:
1. IMPROVEMENTS DEPICTED ON THIS PLAN ARE CONCEPTUAL ONLY AND ARE INTENDED
TO DEMONSTRATE LOT DEVELOPMENT FEASIBILITY. INDIVIDUAL SITE DEVELOPMENT
PLANS WILL BE REQUIRED TO OBTAIN PERMITS FOR CONSTRUCTION.
ANY DEVEATION OF THE PROPOSED IMPROVEMENTS SHOWN MAY REQUIRE APPROVALS
FROM THE TOWN OF MONTVILLE INLAND WETLANDS & WATERCOURSES COMMISSION.
2. PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED
IN THE DEVELOPMENT OF THIS PLAN:
3. ALL PROPOSED UTILITY CONNECTIONS SHALL BE COORDINATED WITH THE
GOVERNING UTILITY AUTHORITY.
4: ALL DRIVEWAYS SHALL HAVE A PAVED APRON INSTALLED TO THE STREETLINE.
DRIVEWAYS GRADED OVER 10% SHALL BE PAVED.
5. ADDITIONAL TEST HOLES MAY BE REQUIRED AT THE TIME OF LOT DEVELOPMENT.
A PERC TEST IS REQUIRED IN THE RESERVE AREA ON EACH LOT AT THE TIME OF
LOT DEVELOPMENT.
6. ALL LOTS REQUIRE AN ENGINEERED SEPTIC SYSTEM DESIGN PLAN.
1 �
40' _ \
(25 MPH SPEED LIMIT)
CLEAR ALL, VEGETATION & STONEWALLS
TO NEW STREETLINE ALONG SIMPSON LANE
AS NEEDED TO ACHIEVE 280' SIGHT DISTANCES (TYP.)
PROPOSED �
LIMITS OF
CLEARING
TH A PT#4 T
D-
ot TH#4C ,r
-_= LEGEND:
r �
i�
r4:9
EX.
WELL
i
280' LINE OF SIGHT (TYP.)
(25 MPH SPEED LIMIT)
PG.
NIF
S.F.
DH
MON
IPIN
REC.
CL&P
SNET
----- 330 -----
u.
----- FD
•
VOLUME
PAGE
NOW OR FORMERLY
SQUARE FEET
DRILL HOLE
MONUMENT
IRON PIN
RECOVERED
CONNECTICUT LIGHT& POWER
SOUTHERN NEW ENGLAND TELEPHONE
STONE WALL
EXISTING CONTOUR
PROPOSED CONTOUR
PROPOSED WELL
PROPOSED UTILITIES
PROPOSED SILT FENCE BARRIER
PROPOSED FOOTING DRAIN
DECK
IRON PIN OR DRILL HOLE TO BE SET
MONUMENMT TO BE SET
LTi
50'
RI
GRZ D ORT
OF U/G GAS MAIN
0
CL&P
#7804
CL&P
#7803
328
CL&P 1 \`
#7802
0
`,\lliltlliflflll�/
F cO4, 1,%�'
;ce
CC �+
TO MY kaj 9E 1�4ELIS MAP IS SUBSTANTIALLY CORRECT
AS NQ, i,•TH IS NO VALID WITHOUT A LIVE SIGNATURE
AND THE URVEYOR HEREON.
� !!11 ttl[i111��
6
RICHARD A. DESCHAMPS L.S. #70019 DATE
48
[NE OF SIGHT (TYP.)
3 NON -TRACKING
UCTION ENTRANCE
�EE DETAIL)
SWAY APRON
NE (TYP.)
GETATION & STONEWALLS
ETLINE ALONG RAYMOND'HILL ROAD
ACHIEVE 280' SIGHT DISTANCES (TYP.)
LOT DEVELOPMENT NOTES:
1. IMPROVEMENTS DEPICTED ON THIS PLAN ARE CONCEPTUAL ONLY AND ARE INTENDED
TO DEMONSTRATE LOT DEVELOPMENT FEASIBILITY. INDIVIDUAL SITE DEVELOPMENT
PLANS WILL BE REQUIRED TO OBTAIN PERMITS FOR CONSTRUCTION.
ANY DEVEATION OF THE PROPOSED IMPROVEMENTS SHOWN MAY REQUIRE APPROVALS
FROM THE TOWN OF MONTVILLE INLAND WETLANDS & WATERCOURSES COMMISSION.
2. PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED
IN THE DEVELOPMENT OF THIS PLAN,
3. ALL PROPOSED UTILITY CONNECTIONS SHALL BE COORDINATED WITH THE
GOVERNING UTILITY AUTHORITY.
4. ALL DRIVEWAYS SHALL HAVE A PAVED APRON INSTALLED TO THE STREETLINE.
DRIVEWAYS GRADED OVER 10% SHALL BE PAVED,
5. ADDITIONAL TEST HOLES MAY BE REQUIRED AT THE TIME OF LOT DEVELOPMENT.
A PERC TEST IS REQUIRED IN THE RESERVE AREA ON EACH LOT AT THE TIME OF
LOT DEVELOPMENT.
6. ALL LOTS REQUIRE AN ENGINEERED SEPTIC SYSTEM DESIGN PLAN,
7. ALL VEGETATION BETWEEN THE FACE OF STONE WALL AND THE SOUTHERLY EDGE
OF RAYMOND HILL ROAD IS TO BE REMOVED.
LEGEND:
VOL.
VOLUME
PG.
PAGE
N/F
NOW OR FORMERLY
S.F.
SQUARE FEET
DH
DRILL HOLE.
MON
MONUMENT
IPIN
IRON PIN
REC,
RECOVERED
CL&P
CONNECTICUT LIGHT& POWER
SNET
SOUTHERN NEW ENGLAND TELEPHONE
STONE WALL
----- 330-----
EXISTING CONTOUR
PROPOSED CONTOUR
8
PROPOSED WELL
— v- -- • • — -u. —
PROPOSED UTILITIES
o-- a--
PROPOSED SILT FENCE BARRIER
-- - - - - FD
PROPOSED FOOTING DRAIN
0
DECK
IRON PIN OR DRILL HOLE TO BE SET
®
MONUMENMT TO BE SET
EROSION AND SEDIMENT CONTROL REPORT:
SUBDIVISION PLAN
PREPARED FOR
JWR ASSOCIATES
234 SIMPSON LANE
MONTVILLE, CONNECTICUT
REFERENCE IS MADE TO:
1. Connecticut Guidelines for Soil Erosion and Sediment
Control - 2002.
DEVELOPMENT:
The proposed subdivision will allow for the creation of 8 new building
lots ranging in size from 1.03 acres to 10.18 acres. All new proposed lots
will be serviced by an on site septic system & well.
Individual Site Development Plans will be required to obtain permits
for construction.
GENERAL PROCEDURES
1. Prior to conducting any construction activities on the Property, the Applicant shall meet with the Montville Wetlands
Enforcement Officer and the Montville Zoning Enforcement Officer to discuss and agree upon the method of installation
and maintenance of erosion and sediment control measures during construction.
2. Subsequent to the meeting described in Paragraph 1 of the General Procedures Section of this Narrative, the Applicant's
land surveyor shall delineate in the field the limits within which construction activities shall occur and will further
designate the location for installation of all erosion and sediment control measures as delineated on plans entitled
"Subdivision Plan Prepared For JWR Associates 234 Simpson Lane Montville, Connecticut Conceptual Development Plan
- Lots 12 & 3, Lots 4, 5, 6 & 7, Lot 8 Project No. 19-135 Drawn By: R.A.D. Date: 8/24/19 Scale: 1" =40' Sheets 3 of 7, 4
of 7 and 5 of 7 Advanced Surveys, LLC. 25 Apple Lane, Colchester CT. 06415 Phone & Fax (860) 267-5979".
3. Upon agreement of the Montville Wetlands Enforcement Officer and the Montville Zoning Enforcement Officer, the
Applicant shall install erosion control devices and measures as delineated on the Plan and as formulated at the meeting
required pursuant to the provisions of Paragraph l of the General Procedures Section of this Narrative.
4. At such. time as all erosion and sediment control measures have been installed in accordance with the Plan, and in
accordance. with the requirements of the Montville Wetlands Enforcement Officer and the Montville Zoning Enforcement
Officer enunciated at the meeting described in Paragraph 1 of the General Procedures Section hereof, the Applicant shall
contact the Montville Wetlands Enforcement Officer and Montville Zoning Enforcement Officer to perforin an on-site
inspection of said erosion and sediment control measures. In no event shall soil disturbance occur, or the Applicant engage
in other construction activities other than clearing, until such timas the Montville Wetlands Enforcementnt Officer and
Montville Zoning Enforcement Officer have reviewed and approved the installation of all erosion and sediment control
measures.
5. All erosion and sediment control measures shall be inspected at least weekly while construction is ongoing, and after
every storm event resulting in the deposition of in excess of one-tenth of one inch (0.1 ") of precipitation and repaired and
maintained as necessary.
6. If any erosion or sediment control measure fails or is not installed or maintained in accordance with the Plan or the
directives of the Montville Wetlands Enforcement Officer and Montville Zoning Enforcement Officer, the Applicant shall
be required to cease all construction activities on the lot on which construction is ongoing until such time as said erosion
and sediment control measures have been installed in accordance with the plan or the directives of the Montville Wetlands
Enforcement Officer or the Montville Zoning Enforcement Officer and approval of the same has been certified by the
Montville Wetlands Enforcement Officer and the Montville Zoning Enforcement Officer.
7. William J. Pieniadz, 157 Simpson Lane, Oakdale, Connecticut 06370 (860) 848-2372 (telephone) (860) 608-9890
(cellular telephone) e-mail: bill@pandhconstruction.com shall be the party responsible for compliance with all erosion and
sediment control measures in conjunction with all construction activities on the project site.
8. It is anticipated that construction of the project will commence during the late Spring of 2020 and continue
sequentially until all building lots in the Project have been absorbed by the market. It is anticipated that the total
construction phase will accommodate approximately three (3) years.
9. During the stabilization period (after construction on each lot has been completed but prior to certification of
approval by the Montville Wetlands Enforcement Officer and the Montville Zoning Enforcement Officer for the removal
of erosion and sediment control measures), all erosion and sediment control measures shall be maintained in proper
working order. All erosion and sediment control measures shall be inspected and maintained and/or repaired, as necessary,
on a weekly basis during the stabilization period and after each storm occurrence.
10. During the stabilization period, any erosion which occurs shall be immediately repaired by the Applicant, reseeded
with the seeding mixes set forth in the Construction Sequencing Sections of this Narrative and restabilized.
11. Once stabilization has been completed, and certification thereof obtained in writing from the Montville Wetlands
Enforcement Officer and Montville Zoning Enforcement Officer, all erosion and sediment control measures shall be
removed by the Applicant.
CONSTRUCTION SEQUENCING - DRIVEWAY CROSSING FOR LOT 49-8
In conjunction with the development of Lot 49-8, the Applicant proposes to engage in regulated activities in
conjunction with the crossing of a small neck of wetlands in order to access the developable area of proposed Lot 49-8
with a single family residential driveway crossing and the installation of a 15" reinforced concrete pipe to equalize any
impounded water that may occur in the wetland system during a storm event.
1. The Applicant shall install an anti -tracking construction entrance at the intersection of the proposed driveway with
Raymond Hill Road.
2. The Applicant shall clear, but not grub, the area for the construction of the driveway to its intersection with Raymond
Hill Road.
3. Marketable timber shall be removed from the Property. Tree tops shall be chipped and woodchip berms may be
substituted for other forms of erosion control delineated on the Plan.
4. Erosion control measures shall be installed in the location delineated on Sheet 5 of 7 of the Plan along the downgradient
side of construction activities proposed on said Lot 49-8.
5, Once all erosion control measures have been installed, the Applicant shall request an inspection of the installation of
erosion and sediment control measures by the Town of Montville Wetlands Enforcement Officer and Town of Montville
Zoning Enforcement Officer. In no event shall grubbing or soil disturbance occur until such time as the installation of
erosion and sediment control measures has been approved by the Montville Wetlands Enforcement Officer and Montville
Zoning Enforcement Officer.
6. Stumps shall be either be removed or ground in place. In the event that stumps are removed, they shall be removed to a
location approved in advance by the Montville Zoning Enforcement Officer. In no event shall stumps be buried on site:
7. Surface soil shall be stripped and shall be stockpiled for future use in site stabilization. In no event shall surface soil'
stockpiles be located in a designated wetland area or any upland review area adjacent to wetlands.
8. Surface soil stockpiles shall be stabilized by installing a single row of silt fence around each stockpile location. The
stockpiles shall be constructed at a slope not to exceed 3:1 and shall be stabilized by seeding with an annual ryegrass mix
and mulch. The annual ryegrass mix shall be applied at a rate of 40 pounds per acre. Mulch shall be applied at a rate of 80
pounds per 1,000 square feet and shall be spread by hand or with a mulch blower.
9. The driveway shall be "boxed out". The area shall be prepared for the installation of the 15".reinforced concrete pipe'
cross culvert by excavating and removing 18" of organic material in accordance with the `'Driveway Through Inland
Wetlands" detail as depicted on Sheet 6 of 7 of the Plan. The excavated area shall be backfilled with 18" of bankrn,>,n gravel.
The 15" reinforced concrete pipe cross culvert shall be installed and thereafter backfilled with a minimum of 12" of
bankrun gravel cover and 4" minimum of processed gravel or equivalent bearing surface. Flared end sections shall be
installed at the. inlet and outlet of the cross culvert and rip rap inlet and outlet protection shall be installed in accordance
with the Plan.
10. Disturbed areas shall be stabilized by spreading stockpiled surface soil over these areas at a thickness of not less than
4". Areas to be seeded will be prepared by spreading ground limestone equivalent to 50% percent calcium plus
magnesium oxide applied at a rate of 50 pounds per 1,000 square feet. Fertilizer (10-10-10) is to be applied at a rate of7.5
pounds per 1,000 square feet. Following the initial application of lime and fertilizer, there are to be no periodic
applications of lime and fertilizer. Disturbed areas will be seeded with a seeding mix of Kentucky Bluegrass applied at a
rate of 20 pounds per acre, Creeping Red Fescue applied at a rate of 20 pounds per acre and perennial ryegrass applied at a
rate of 5 pounds per acre for a total application of 45 pounds per acre. A hydroseed mix utilizing comparable cultivars
shall be a suitable substitute. In the event that a hydroseed mix is not utilized, after seeding, the areas seeded shall be
stabilized with hay mulch
immediately applied at a rate of 70 pounds per 1,000 square feet and anchored by tracking. Seeding shall -only occur
between April 1 to June 15 and August 15 to October 1.
CONSTRUCTION SEOUENCING - INDIVIDUAL LOT DEVELOPMENT (NO REGULATED ACTIVITIES
1. The Applicant shall clear, but not grub, within the limits of clearing delineated for each lot on the Plan.
2. The Applicant shall remove the surface soil from the area for the construction of the construction entrance for each lot as
delineated on the Plan.
3. The Applicant shall install a construction entrance to each lot in accordance with the "Construction Entrance" Detail
delineated on the Plan.
4. The Applicant shall install a single row of silt fence or a woodchip berm at the down gradient limits of disturbance on
each individual lot,
5. Upon the completion of installation of erosion and sediment control measures, the Applicant, or its successor, as the case
may be, shall contact the Montville Wetlands Enforcement Officer and the Montville Zoning Enforcement Officer to
perform an inspection of the installation of erosion and sediment control measures. Other than the construction of the
anti -tracking pad, no soil shall be disturbed until such time as the installation of erosion and sediment control measures has
been approved by the Montville Wetlands Enforcement Officer and the Montville Zoning Enforcement Officer.
6. The Applicant shall strip the surface soil in the area of construction of the dwelling house, yard and driveway. Surface
soil shall be retained on the lot for eventual use in the stabilization of disturbed areas. Surface soil stockpiles shall be
stabilized by installing a single row of silt fence around each stockpile location. The stockpile shall be constructed at a
slope not to exceed 3:1 and shall be stabilized by seeding with an annual ryegrass mix and mulch, The annual ryegrass
mix shall be applied at a rate of 40 pounds per acre. Mulch shall be applied at the rate of 80 pounds per1,000 square feet,
and shall be spread by hand or with a mulch blower. In conjunction with the clearing of each lot, stumps shall either be (i)
ground. in place or (ii) removed to a location approved, in advance, by the Zoning Enforcement Officer and Wetlands
Enforcement Officer of the Town of Montville. No stumps shall be buried on site.
7. The cellar hole shall be excavated. Sufficient material shall be retained on site for backfilling the foundation.
Additional material shall be transported from the site.
8. Footings shall be poured in the cellar hole and thereafter, foundation walls shall be poured subsequent to the approval of
the footings by the Building Official of the Town of Montville.
9. Upon completion of the construction of the foundation, footing drains shall be installed.
10. Upon completion of installation of the footing drains, the foundation and footings shall be backfilled with stored
material.
11. Construction of the dwelling house shall be completed.
12. Upon the completion of construction of improvements, all disturbed areas shall be stabilized b loamin the same with
p p p a Y g
not less than four (41') inches of topsoil obtained from the surf_ace soil stockpile Areas to be seeded will
be prepared by
spreading ground limestone equivalent to 50 percent calcium plus magnesium oxide applied at a rate of 100 pounds per
1,000 square feet. Fertilizer (10-10-10) is to be applied at a rate of 15 pounds per 1,000 square feet. Seeding shall be
applied with a mix of Kentucky Bluegrass applied at a rate of 20 pounds per acre, Creeping Red Fescue applied at a rate of
20 pounds per acre and Perennial Ryegrass applied at a rate of 5 pounds per acre for a total application of 45 pounds per
acre. After seeding, the areas seeded shall be stabilized with hay mulch immediately applied at a rate of 70 pounds per
1,000 square feet and anchored by tracking. Seeding shall only occur between April 1 and June 15 and August 15 to
October 1.
13. Once all seeded areas have been thoroughly stabilized and cut with two cuttings, erosion and sediment control
measures shall be removed.
FILTER BARRIER INSTALLATION & MAINTENANCE:
1. Dig a 6" trench on the uphill side of the barrier
location.
2. Position the posts on the downhill side of the barrier
and drive the post 1.5•feet into the ground.
3. Lay the bottom 6" of the fabric in the trench to prevent
undermining and backfill.
4. Inspect and repair barrier after heavy rainfall.
5. Sediment deposits are to be removed when they reach
a height of one foot behind the barrier and are to be
deposited in an area which is not regulated by the Inland
Wetlands. Commission.
6. inspections and necessary repairs will be made twice
weekly.
STRAW BALE
TWO-2"x2"x4' STAKES
IN EACH BALE (TYP.)
DOWN GRADIANT
INSTALL FILTER FABRIC
AROUND 3 SIDES OF
HAYBAL88
I \_ MODIFIED RIPRAP
FLOW
PLAN VIEW PLUNGE POOL
CONSTRUCTION NOTES:
1. SILT FENCE FILTER CLOTH TO BE SECURELY FASTED TO
GRADE STAKE WITH STAPLES 6" ON CENTER.
2. WHEN 2 SECTIONS OF FILTER CLOTH ADJOIN ONE ANOTHER
THEY SHALL OVERLAP BY 6" AND BE FOLDED.
3. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY
ABUTTING HE ADJACENT BALES.
DE -WATERING PLAN
A CLEAR DISCHARGE SHALL BE PROVIDED AS FOLLOWS:
A. THE WATER SHALL BE PUMPED TO A DEWATERING STRUCTURE WHICH
SHALL BE LOCATED AT LEAST 50 FEET FROM ANY REGULATED WETLAND AREA.
B. THE DEWATERING STRUCTURE SHALL BE SIZED TO ACCOMMODATE
EXISTING FLOWS. (SEE DETAIL)
C. THE DEWATERING STRUCTURE SHALL BE SURROUNDED BY SILT FENCE AND
THE OUTFALL IS TO BE DISCHARGED TO A VEGETATED AREA.
qTR A W R A T .R R AR R TFR T)F-W A rT'F.R TNf T T)RTA TT .
NOT TO SCALE
CONSTRUCTION ENTRANCE
FLARED
[IT
MODIFIED
RIPRAP
NOT TO SCALE
12' WIDE
PROPOSED DRIVEWAY
CL
4" MIN. PROCESSED I
GRAVEL OR EQUIVALENT MATCH EXISTING
LOAM AND WETLANDS ELEVATION
SEED SLOPE PROVIDE BOTH SIDES
FLARED END UNIT
BOTH SIDES
PROVIDE 12" MIN. BANKRUN GRAVEL INSTALL 100 SF.
FLARED END UNIT`, - - MODIFIED RIPRAP
INSTALL PIPE AS REQUIRED BOTH SIDES
M U EXCAVATE 18" ORGANIC MATERIAL 5'
BACKFILL WITH 1 CRUSHED STONE EXISTING WETLANDS ELEVATION
DRIVEWAY THROUGH
INLAND WETLANDS
NOT TO SCALE
FINISHED GRADE
GRANULAR BACK FILL
,Xj\\j\�
U
T-0" MINIMUM \ j Q
\ ' FINE SAND
ELECTRICAL TELEPHONE\
. AND
CABLE TELEVISION SERVICE '-�-�. .•-�: -T:'�'
12" 12" -
MIN MIN
UTILITY TRENCH
CROSS STICTION
CL
EXISTING G
Cl
- FILTER FABRIC
SECTION
PLAN
PREFORMED RIPRAP SCOUR HOLE
NOT TO scat,_
t OF ROAD
C
8" HIGHER THAN GUTTER
PLAN
OR R.O.W. LINE
C OF ROAD
6" HIGHER THAN
GUTTER
i GUTTER --\
VARIES ` I 10' � I 10'
T T
SAG CURVE IN DRIVE
OR R.O.W. LINE
OF ROAD
6" HIGHER THAN
GUTTER
GUTTER
VARIES 10' 10'
CREST CURVE IN DRIVE
`DRIVEWAYS AT A 10% OR MORE SLOPE
SHALL BE PAVED
RESIDENTIAL DRIVEWAY DETAILS
NOT TO SCALE
```,'IIIIIIIiI#II///��`'
Of cosy
MILL ENTIRE TEMP.
� P� FSS• iC� '�
APPLY HOT PAVEMENT
�
w a
NEW 2" MIN. COMPACTED
JOINT SEALER TO
ALL MILLED EDGES
BEYOND PREVIOUS
SAWCUT IN ALL
To • a 1
ELI , THIS MAP IS SUBSTANTIALLY CORRECT
.. Q
SIV IS NOT VALID WITHOUT A LIVE SIGNATURE
f S
AL T SURVEYOR HEREON.
U€1VE (
EXIST. ROAD
RIC A. DESCHAitifPS
L.S. #70019 DATE
SURFACE
NOT TO 15CALE
FILTER
FABRIC
ANGLE 10° UP SLOPE
POST FOR STABILITY AND
14Qo SELF CLEANING
COMPACTED
BACKFILL
NOT TO SCALE
8" BASE COURSE
_GRAVEL DRIVEWAY
NOT TO SCALE
CROSS SECTION
NOT TO SCALE
PAVED DRIVEWAY
(4" CROSS SLOPE)
FINISH GRADE
f
2" STONE c6
24"
STONE SHOULDER
NOT TO SCALE
9'
MILL ENTIRE TEMP.
APPLY HOT PAVEMENT
PATCH AND 18"
NEW 2" MIN. COMPACTED
JOINT SEALER TO
ALL MILLED EDGES
BEYOND PREVIOUS
SAWCUT IN ALL
CLASS 2 BITUMINOUS CONCRETE
DRIVEWAY
DIRECTIONS
PLACED IN A SINGLE LIFT
SHOULDER
(WIDTH VARIES)
BASE COURSE
EXIST. ROAD
BITUMINOUS CONCRETE APRON
EXIST. ROAD
SURFACE
SURFACE
M 77
T
'I
BOTTOM 2" OF TEMP.
APPLY TACK COATING
.-' -' •'
PATCH TO REMAIN
TO ALL MILLED SURFACES
PRIOR TO PAVING
NOTEs.
EDGEOF
F
t Y .'�
TRENCH 1. MILLING LINES SHALL BE
!
STRAIGHT AND NEAT.
2. HUMPING OF PERMENANT
PATCH SHALL R9I BE
ALLOWED.
3. PATCH SHALL BE
CONSTRUCTED TO BE
CROSS-SECTION
INDISTINGUISHABLE WHEN
TRAVELING OVER IT BY
MOTOR VEHICLE AT
POSTED SPEED LIMIT.
PAVEMENT REPAIR DETAIL
CROSS SECTION
NOT TO SCALE
PAVED DRIVEWAY
(4" CROSS SLOPE)
FINISH GRADE
f
2" STONE c6
24"
STONE SHOULDER
NOT TO SCALE
9'
BITUMINOUS CONCRETE
DRIVEWAY
1 2"
2 1/2"
SHOULDER
6" PROCESSED
BASE COURSE
GRAVEL (MIN.)
BITUMINOUS CONCRETE APRON
NOT TO SCALE
(2)-2"x2"X3' STAKES
EACH BALE
HAYEALE BARRIER
NOT TO SCALE
TH#A - 0"-15" TOPSOIL
- 15"-25" SUBSOIL
- 25"-72" GRAY COMPACT SAND & SILT, STONES
NO WATER, MOTTING@2511, NO LEDGE
ROOTS TO 34"', RESTRICTIVE - 251
"
TH#B - 0"-7" TOPSOIL
- 7"-23" SUBSOIL
- 23"-74" GRAY COMPACT SAND .& SILT, STONES
NO WATER, MOTTING@23", NO LEDGE
ROOTS TO 34", RESTRICTIVE - 23"'
TH#lA - 0"-11" TOPSOIL
- 11"-32" SUBSOIL
32"-73" FIRM SAND & GRAVEL, SOME SILT
NO WATER, MOTTING@261", NO LEDGE
ROOTS TO 26", RESTRICTIVE - 26"
TH#1B - 0"-11" TOPSOIL
IV -23" SUBSOIL
- 23"-72" FIRM SAND & GRAVEL, SOME SILT
NO WATER, MOTTING@2811, NO LEDGE
ROOTS TO 40", RESTRICTIVE - 281"
TH#1C 0"-7" TOPSOIL
- 7"-30" SUBSOIL
- 30"-72" FIRM SAND & GRAVEL, SOME SILT
NO WATER, MOTTING@3011, NO LEDGE
ROOTS TO 28", RESTRICTIVE - 30'"
TH#1D - 0"-8" TOPSOIL
- 8"-32" SUBSOIL
- 32"-74" FIRM SAND & GRAVEL, SOME SILT
NO WATER, MOTTING@321', NO LEDGE
ROOTS TO 27'", RESTRICTIVE - 32"
TH#2A - 0"-6" TOPSOIL
6"-24" SUBSOIL
- 24"-79" FIRM SAND W/SILTS, ROCK
NO WATER, MOTTING@241f, NO LEDGE
ROOTS TO 21 if, RESTRICTIVE - 241"
TH#213 - 0"-9" TOPSOIL
- 9"-27" SUBSOIL
- 27"-76" FIRM SAND W/SILTS, ROCK
NO WATER, MOTTING@27", NO LEDGE
ROOTS TO 26'", RESTRICTIVE - 27'
TH#2C - 0"-8" TOPSOIL
- V-29" SUBSOIL
- 29"-77" FIRM SAND W/SILTS, ROCK
NO WATER, MOTTING@2911, NO LEDGE
ROOTS TO 3011, RESTRICTIVE - 29""
TH#2D - 0"-10" TOPSOIL
- 10"-28" SUBSOIL
- 28"-70" FIRM SAND W/SILTS, ROCK
NO WATER, MOTTING@2811, NO LEDGE
ROOTS TO 32", RESTRICTIVE - 281'
TEST HOLE DATA
WITNESSED BY MICHAEL KIRBY
UNCAS HEALTH DISTRICT 8/29/19, 8/30/19 & 10/24/19
TH#3A - 0"-10" TOPSOIL
- 10"-24" SUBSOIL
- 241"-76" COMPACT SAND W/SILTS, ROCK
NO WATER, MOTTING@2411, NO LEDGE
ROOTS TO 19", RESTRICTIVE - 24"
TH#3B - 0"-9" TOPSOIL
- 91'-281' SUBSOIL
- 28"-81" FIRM SAND SOME SILT, STONES
NO WATER, MOTTING@28", NO LEDGE
ROOTS TO 41"1 RESTRICTIVE - 281
'
TH#3C - 0"-8" TOPSOIL
- 8"-25" SUBSOIL
- 25"-76" FIRM SAND SOME SILT, STONES
NO WATER, MOTTING@2511, NO LEDGE
ROOTS TO 2511, RESTRICTIVE - 25"
TH#3D - 0"-8" TOPSOIL
- V-26" SUBSOIL
- 26"-84" FIRM SAND SOME SILT, STONES
NO WATER, MOTTING@2611, NO LEDGE
ROOTS TO 30"", RESTRICTIVE - 26"
TH#4A - 0"-8" TOPSOIL
-
811-2111 SUBSOIL
- 21 "-71 If GRAY COMPACT SAND & SILT, ROCKS
NO WATER, MOTTING@21 "', NO LEDGE
ROOTS TO 2111 . RESTRICTIVE - 21"
TH#4B - 0"'-7" TOPSOIL
- 7"-26" SUBSOIL
- 26"-86" GRAY COMPACT SAND & SILT, ROCKS
NO WATER, MOTTING@2611, NO LEDGE
ROOTS TO 2511
, RESTRICTIVE - 26"
TH#4C - 0"-9" TOPSOIL
- 9"-30" SUBSOIL
- 30"-74" GRAY COMPACT SAND & SILT, ROCKS
NO WATER, MOTTING@3011, NO LEDGE
ROOTS TO 20'", RESTRICTIVE - 30"
TH#4D - 0"'-7" TOPSOIL
7"-25" SUBSOIL
-
25"-82" GRAY COMPACT SAND & SILT, ROCKS
NO WATER, MOTTING@25 ", NO LEDGE
ROOTS TO 21 ", RESTRICTIVE - 25"
LOT #49-1
4 BEDROOM RESIDENCE
SLOPE 1.5%
PERC RATE - 1'' IN 7 MINUTES
RECEIVING SOIL DEPTH (AVG.) 29"
(HF) 56 X (FF) 1.75 X (PF) 1.0 = 98'
MLSS REQUIRED - 98.0'
MLSS PROVIDED 98'
4 BEDROOM HOUSE REQUIRES 577.5 S.F.
OF EFFECTIVE LEACHING AREA
USE 98 FEET OF GEOMATRIX-GST 6212 (12" DEPTH)
(98 X 10.0 = 980 S.F.)
USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK
W/ OUTLET FILTER DEVICE
LOT 49-2
4 BEDROOM RESIDENCE
SLOPE 4.8%
PERC RATE - V IN 8 MINUTES
RECEIVING SOIL DEPTH (AVG.) 27"
(HF) 30 X (FF) 1.75 X (PF) 1.0 = 52.5'
MLSS REQUIRED - 52.5'
MLSS PROVIDED 58'
4 BEDROOM HOUSE REQUIRES 577.5 S.F.
OF EFFECTIVE LEACHING AREA
US E58 FEET OF GEOMATRIX-GST 6212 (12" DEPTH)
(58 X 10.0 = 580 S.F.)
USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK
W/ OUTLET FILTER DEVICE
TH#5A - 0"-8" TOPSOIL
- 8"-32" SUBSOIL
32"-74" GRAY FIRM SAND W/SILT
NO WATER, MOTTING@3211, NO LEDGE
ROOTS TO 23", RESTRICTIVE - 321
"
TH#5B - 0"-8" TOPSOIL
-
K-31" SUBSOIL
- 31 "-72" GRAY FIRM SAND W/SILT, MOTTLED
WA.TER@561f, MOTTING@24"', NO LEDGE
ROOTS TO 1911, RESTRICTIVE - 24"
TH#5C - 0"-7" TOPSOIL
- 7"-29" SUBSOIL
29"-72" GRAY FIRM SAND W/STLT
NO WATER., MOTTING@2911, NO LEDGE
ROOTS TO 19"', RESTRICTIVE - 291"
TH#5D - 0"-9" TOPSOIL
9'"-24" SUBSOIL
- 24"t-76" GRAY FIRM SAND W/SILT
WATER@5611, MOTTING@241" NO LEDGE
ROOTS TO 2311, RESTRICTIVE - 241"
TH#6A 0"-7" TOPSOIL
- 7"-24" SUBSOIL
- 24"-72" GRAY FIRM SAND W/SILT
WATER@46' MOTTING@24'", NO LEDGE
ROOTS TO 2711, RESTRICTIVE - 241"
TH#6B 0"-7" TOPSOIL
7"-29" SUBSOIL
29"-81'" GRAY FIRM SAND W/SILT, MOTTLED
NO WATER, MOTTING@2911, NO LEDGE
ROOTS TO 29", RESTRICTIVE - 29"
TH#6C - 0"-8" TOPSOIL
V-24" SUBSOIL
- 24"-80" GRAY FIRM SAND W/SILT
WATER@5911, MOTTING@2411'NO LEDGE
ROOTS TO 2311, RESTRICTIVE - 24"
TH#6D - 0"-7" TOPSOIL
- 7"-24" SUBSOIL
- 24"-72" GRAY FIRM SAND W/SILT
NO WATER, MOTTING@2411, NO LEDGE
ROOTS TO 20", RESTRICTIVE - 24"
MLSS DATA
LOT #49-3
4 BEDROOM RESIDENCE
SLOPE 6.5%
PERC RATE - 1" IN 7 MINUTES
RECEIVING SOIL DEPTH (AVG.) 27.5"
(HF) 28 X (FF) 1.75 X (PF) 1.0.= 49.0'
MLSS REQUIRED - 49.0'
MLSS PROVIDED 58'
4 BEDROOM HOUSE REQUIRES 577.5 S.F.
OF EFFECTIVE LEACHING AREA
USE 58 FEET OF GEOMATRIX-GST 6212 (12" DEPTH)
(58 X 10.0 = 580 S.F.)
USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK
W/ OUTLET FILTER DEVICE
LOT #49-4
4 BEDROOM RESIDENCE
SLOPE 3.2%
PERC RATE - 1" IN 7 MINUTES
RECEIVING SOIL DEPTH (AVG.) 25.5"
(IF) 42 X (FF) 1.75 X (PF)1.0 = 73.5'
MLSS REQUIRED - 73.5"
MLSS PROVIDED 74'
4 BEDROOM HOUSE REQUIRES 577.5 S.F.
OF EFFECTIVE LEACHING AREA
USE 74 FEET OF GEOMATRIX-GST 6212 (12" DEPTH)
(74 X 10.0 = 740 S.F.)
USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK
W/ OUTLET FILTER DEVICE
LOT #49-5
4 BEDROOM RESIDENCE
SLOPE 2.2%
PERC RATE - 1 If IN 8 MINUTES
RECEIVING SOIL DEPTH (AVG.) 271"
(HF) 42 X (FF) 1.75 X (PF) 1.0 = 73.5'
MLSS REQUIRED - 73.5'
MLSS PROVIDED 74'
4 BEDROOM HOUSE REQUIRES 577.5 S.F.
OF EFFECTIVE LEACHING AREA
USE 74 FEET OF GEOMATRIX-GST 6212 (12" DEPTH)
(74 X 10,0 = 740 S.F.)
USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK
W/ OUTLET FILTER DEVICE
LOT 49-6
4 BEDROOM RESIDENCE
SLOPE 5.0%
PERC RATE - 1" IN 8 MINUTES
RECEIVING SOIL DEPTH (AVG.) 26.25"
(HF) 30 X (FF) 1.75 X (PF) 1.0 = 52.5'
MLSS REQUIRED - 52.5'
MLSS PROVIDED 58'
4 BEDROOM HOUSE REQUIRES 577.5 S.F.
OF EFFECTIVE LEACHING AREA
USE 58 FEET OF GEOMATRIX-GST 6212 (12" DEPTH)
(58 X 10.0 = 580 S.F.)
USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK
W/ OUTLET FILTER DEVICE
TH#7A - 0'"-7 TOPSOIL
-
7-25" SUBSOIL
- 251'-78 GRAY FIRM. SAND W/SILT
NO WATER, MOTTING@25 ", NO LEDGE
ROOTS TO 21 ", RESTRICTIVE - 25"
TH#7B - 0""-8" TOPSOIL
- 811-26" SUBSOIL
- 26"-79" GRAY FIRM SAND W/SILT,MOTTLED
WATER@5911, MOTTING@2611, NO LEDGE
ROOTS TO 24"', RESTRICTIVE -.2611
TH#7C 0"-8" TOPSOIL
- 8"-33" SUBSOIL
- 33"-79" GRAY FIRM SAND W/SILT
NO WATER, MATTING@25 ", NO LEDGE
ROOTS TO 27,RESTRICTIVE .- 251"
TH#7D - 0''-7" TOPSOIL
- 7"-29" SUBSOIL
- 29"-76" GRAY FIRM SAND W/SILT
NO WATER, MOTTING@2911, NO LEDGE
ROOTS TO 22", RESTRICTIVE - 29"
TH#8A - V-10" TOPSOIL
- 10"-24" SUBSOIL
- 24"-69"' GRAY COMPACT SAND. & SILT
WATER@22", MOTTING@22'", NO LEDGE
NO ROOTS, RESTRICTIVE - 2211
TH#8B - 0""-10" TOPSOIL
- 10"-23" SUBSOIL
- 23 "-68" GRAY COMPACT SAND & SILT
WATER@2511, MOTTING@23", NO LEDGE
NO ROOTS, RESTRICTIVE - 231"
TH#8C - 0"-9" TOPSOIL
- 9"-20" SUBSOIL
- 20"-70" GRAY COMPACT SAND & SILT
WATER@2411, MOTTING@2011; NO LEDGE
NO ROOTS, RESTRICTIVE - 20"
TH#8D - V-12" TOPSOIL
- 12"-23" SUBSOIL
-
23"-64" GRAY COMPACT SAND & SILT
WATER@2411, MOTTING@2411, NO LEDGE
NO ROOTS, RESTRICTIVE - 24"
LOT 49-7
4 BEDROOM RESIDENCE
SLOPE 4:5%
PERC RATE - 1" IN 9 MINUTES
RECEIVING SOIL DEPTH (AVG.) 25.25"
(HF) 30 X (FF) 1,75 X (PF)1.25 = 65.6'
MLSS REQUIRED - 65.6'
MLSS PROVIDED 66'
4 BEDROOM HOUSE REQUIRES 577.5 S.F.
OF EFFECTIVE LEACHING AREA
USE 66 FEET OF GEOMATRIX-GST 6212 (12" DEPTH)
(66 X 10.0 = 660 S.F.)
USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK
W/ OUTLET FILTER DEVICE
LOT 49-8
4 BEDROOM RESIDENCE
SLOPE 3.3%
PERC RATE - 1" IN 12 MINUTES
RECEIVING SOIL DEPTH (AVG.) 22,25"
(HF) 42 X (FF) 1.75 X (PF) 1.25 = 91.9'
MLSS REQUIRED - 91.9'
MLSS PROVIDED 92'
4 BEDROOM HOUSE REQUIRES 787,5 S.F.
OF EFFECTIVE LEACHING AREA
USE 92 FEET OF GEOMATRIX-GST 6212 (12" DEPTH)
(92 X 10.0 = 920 S.F.)
USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK
W/ OUTLET FILTER DEVICE
EXISTING LOT #49
3 BEDROOM RESIDENCE
SLOPE 7.5%
PERC RATE - V IN 9 MINUTES
RECEIVING SOIL DEPTH (AVG.) 261
"
(HF) 30 X (FF) 1.5 X (PF) 1.0 = 45'
MLSS REQUIRED - 45'
MLSS PROVIDED 50'
3 BEDROOM HOUSE REQUIRES 495 S.F.
OF EFFECTIVE LEACHING AREA
USE 50 FEET OF GEOMATRIX-GST 6212 (12 DEPTH)
(50 X 10,0 = 500 S.F.)
USE 1,000 GAL. 2 COMPARTMENT SEPTIC TANK
W/ OUTLET FILTER DEVICE
OF CoN/y
d ��; •Q,O A SFS'
cil P
r
TO'-MIY • 190 L
AS N . ;
a ..
T- AL OF
0
RIC A. DESCHAMPS L.S. 970019
HI MAP IS SUBSTANTIALLY CORRECT
T V LID WITHOUT A LIVE SIGNATURE
SUR EYOR HEREON.
PERC TEST DATA
PERFORMED BY ADVANCED SURVEYS, LLC - 8/29!19, 8/30/19 & 10/24/19
PERC #A
DEPTH - 241"
PRESOAK - 8:35
9:35 - 6"
9:45 -11"
9:55 -13 1/4"
10:05 -17 3/4"
10:15-19114"
10:25 - 20 1/2"
10:35 - 21 1/2"
PERC RATE - 9 MINUTES PER INCH
PERC #1
DEPTH - 231t
PRESOAK - 8:30
9:30 -10"
9:40-121/211
9:50 -15"
10:00 -17"
10:10-183/8'"
10:20 - 20"
10:30 - 211/411 DRY
PERC RATE - 7 MINUTES PER INCH
PERC #2
DEPTH - 22"
PRESOAK- 8:50
9:40 - 81/2"
9:50 -12"
10:00 -151/411
10:10 -17 3/4"
10:20 -19"
10:30-201/411
PERC RATE - 8 MINUTES PER INCH
PERC #3
DEPTH - 231"
PRESOAK -10:00
10:45 - 3 1/2"
10:55 - 9"
11:05 -121/2"
11:15 -15"
11:25 -171/4"
11:35 -19"
11:45 -201/411
PERC RATE - 7 MINUTES PER INCH
PERC #4
DEPTH - 241'
PRESOAK - 7:30
8:10 - 2"
8:20-81/2"
8:30 -14"
8:40 -17
8:50 -19"
9:00-201/211
9:10-213/411
PERC RATE - 7 MINUTES PER INCH
PERC #5
DEPTH - 22"
PRESOAK - 8:10
9:20 -3 "
9:30-611
9:40"8"
9:50 -10"
10:00 -11 1/2"
10:10-123/4"
10:20 -14"
PERC RATE - 8 MINUTES PER INCH
PERC #6
DEPTH - 25"
PRESOAK -11:20
12:10 - 71/2"
12:20 -12"
12:30 -16"
12:40 -.181/2"
12:50 -19 3/4"
11:00 21"
11:15 - 22"
PERC RATE - 9 MINUTES PER INCH
PERC #7
DEPTH - 22"
PRESOAK- 8:45
10:30 - 81/4"
10:40 -14"
10:50 -171/2"
11:00-19"
11:10 - 20" DRY
PERC RATE -11 MINUTES PER INCH
PERC #8
DEPTH -18"
PRESOAK - 8:20
9:15-51/2"
9:25-83/4"
9:35 101/2"
9:45 -113/4"
9:55 -12 3/4"
10:05 -131/2"
10:15 -141/2"
PERC RATE -12 MINUTES PER INCH