Sample Filing

FEDERAL ENERGY
REGULATORY COMMISSION
DECLARATION OF INTENTION
FOR THE:

WARREN ENERGY INDEPENDENCE
HYDROELECTRIC PROJECT
WARREN, CONNECTICUT

APPLICANT:

Mr. Howard Rosenfeld
10 Town Hill Road
Warren, CT 06754

September 17, 2010

UNITED STATES OF AMERICA
BEFORE THE
FEDERAL ENERGY REGULATORY COMMISSION
DECLARATION OF INTENTION
FOR THE:

WARREN ENERGY INDEPENDENCE
HYDROELECTRIC PROJECT
TOWN OF WARREN, CONNECTICUT

DECLARATION OF INTENTION
The location of the project:
State:
Connecticut
County:
Litchfield
Nears Town, etc.:
Town of Warren
River/Body of Water: Sucker Brook, a.k.a. Lake Waramaug Brook
The exact name and address of the applicant is:
Mr. Howard Rosenfeld
10 Town Hill Road
Warren, CT 06754
Phone: 860-868-8087
E-mail: [email protected]

PROJECT DESCRIPTION
The PROJECT will consist of: (1) an existing masonry dam with the approximate
dimensions to 80 feet in length, 4 feet wide and 5 feet high F; (2) a sluice gate structure
to be located at the left abutment; feeding into (3) a penstock with an diameter of 18inches and an approximate length of 535 feet; (4) an existing mill building constructed of
stone masonry with a square foot-print of approximately 22 by 22 feet and a height of
approximately 25 feet; housing (5) a new turbine/generator unit operating with a
maximum hydraulic capacity of 5 cfs, with a net head of 40 feet and a maximum capacity
of 10 kW; transmitting (7) electrical power connected to a bank of on-site batteries for
use on site without the project being connected to the local power grid. See David
Noland, 130 FERC ¶ 62,267, Par. 5, March 26, 2010 (Order Ruling On Declaration Of
Intention And Finding Licensing Not Required). See, also John Werner, 126 FERC ¶

1

62,018 (Order Ruling On Declaration Of Intention And Finding Licensing Not
Required)(residence connected to a battery bank) and Green Valleys Association, 123
FERC ¶ 62,234 (Order Ruling On Declaration Of Intention And Finding Licensing Not
Required)(residence/estate house connected to hydro plant).

The battery bank is shown on the attached documents as part of the existing mill
building/barn.
The exact name and business address of the individual(s) authorized by the Petitioner to
act as an agent in this application is:
Paul V. Nolan
5515 North 17th Street
Arlington, VA 22205-2722
Telephone:
Fax:
E-Mail:

(703) 534-5509
(703) 538-5257
[email protected]

All communications and correspondence should be directed to Mr. Nolan. Mr. Nolan is
the designee for service.
There is no existing powerhouse. The proposed powerhouse will be located on the
Petitioner’s property.
The address and contact information of the local electric utility company is:
The Connecticut Light and Power Company
Distributed Resources
P.O. Box 1409
Hartford, CT 06143-1409
Phone: 866-324-2437
JURISDICTIONAL ANALYSIS

1.

Navigability of the stream, including current and historical uses.

The stream is not navigable. For example, the stream is not capable of carrying
commercial or recreational craft, e.g., canoes, kayaks, or the floatation of logs,
shingle bolts, etc.
The stream at the project site was used to power a water wheel for a grist mill
located on the Petitioner’s property. The wheel is no longer in existence and the
remaining portions of the mill house are now part of a barn. See attached drawings
– existing mill/barn, which will house a bank of batteries.

2

The current use of the stream is not known other than for passive recreation, e.g.,
enjoyment of having a stream run through the Petitioner’s property.
The stream is also referred to as Lake Waramaug Brook as it feeds into Waramaug
Lake. Waramaug Lake is located in Litchfield Country Connecticut within the
Towns of Washington, Kent, and Warren. Although a natural lake, the surface
elevation of Lake Waramaug has been permanently raised by a concrete and
masonry dam. Lake Waramaug is feed by Lake Waramaug Brook, also known as
Sucker Brook, a number of small streams, and groundwater that percolates up
through the lake bottom. Overflow from Lake Waramaug drains toward the south
into the East Aspetuck River. The Aspetuck River Flows into the Housatonic
River near the Town of New Milford, CT.
2.

The proposed project site is privately owned by Petitioner.

3.
The proposed project will not use surplus water or waterpower from a
Government Dam.
4.

The proposed project will not affect Interstate Commerce. See David
Noland, 130 FERC ¶ 62,267, Par. 5, March 26, 2010 (Order Ruling On Declaration Of
Intention And Finding Licensing Not Required). The propose project’s generator will not
be connected to the grid.
5. The local power company is CL&P (The Connecticut Light and Power Company).
PROFILE OF THE RIVER AND DURATION CURVE AND HYDROGRAPH

See Attached Documents

Respectfully submitted this 17th day of September 2010.

Paul Nolan
___________________
Paul V. Nolan

Digitally signed by Paul Nolan
DN: cn=Paul Nolan, o=Paul Nolan, ou=Paul
Nolan, [email protected], c=US
Date: 2010.09.17 12:51:35 -04'00'

5515 North 17th Street
Arlington, VA 2205-2722
Telephone:
Fax:
E-Mail:

(703) 534-5509
(703) 538-5257
[email protected]

3

Litchfield
County
!

Town of
Warren

State of Connecticut
Key Map

Sucker Brook
(Lake Waramaug Brook)

Town Hill Road
Project
Location

Lake Road

Project Location Map

0

150

300
Feet

450

600

o

Source: University of Connecticut
Map amd Geographic
Information Center

43.69’

PROPERTY LINE

Ma

g N
orth

July

Pon

197

d

4

PROPOSED TURBINE TO BE

EXISTING

INSTALLED IN EXISTING

RESIDENCE

EXISTING
MILL

and battery house

R
o

a

d

MILL WHEEL HOUSE
CAPACITY: 5 cfs

EXISTING

NET HEAD: 40 Ft

LAKE WARAMAUG BROOK

BARN/OFFICE

APPROXIMATE FLOW: 10 cfs

GENERATOR CAPACITY: 10 Kw

PROPOSED PENSTOCK:
18" DIAMETER PVC SCHEDULE
l

il

40 PIPE
H

EXISTING OPEN CHANNEL SLUICE

D

riv

ew

TO BE RECONSTRUCTED TO

ay

ACCEPT CLOSED PENSTOCK
APPROXIMATE LENGTH = 510 FEET

.

EXISTING MASONRY DAM

k

o

.

80’ (L)x4’(W)x5’(H)

ro

B

EXISTING STONE MASONRY

Proposed Sluice
Intake

PROPOSED TRANSMISSION

WHEEL HOUSE

INTERCONNECTION POINT

Drive

g

au

n

way

am

w

ar

o

W

T

CHD
mon

CHD

ke

La

mon

N

7’
8.1
’’ W
11
’18
2
d 0
%
32%

s

CHD

45

ute

Ro

mon

an

d

ut

c
cti

34

e

nn

1

Co

Proposed Project
Boundary

EXISTING

100

0

100

BRIDGE
ALTERNATE DIVERSION STRUCTURE
80’ (L)x3’(W)x4.5’(H)

Scale: 1" = 100’

200

300

Estimated Average Annual Flow Duration
At Lake Waramaug Dam, Washington, CT

JOB NO.
;QUARES

>1. SCALE

0

1

2

_-'4

Sheet No.
/
of
Date _ _luJ..:;-.2.4~-T.-"'oc:Jq':.o
Computed _~::J:~.L"".tt-,-,VI'-'l4,-,,1II...$ "--

Checked

3

4

5

6

7

8

9

10

11

12 13 14

15 16 17 18 19 20 21

22 23 24 25

1

()

CtAAe.

hAe1t.

411&

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lJ4. Z;J.3
...,

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4

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q6

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qo

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rJ.OO

8';;

0.%

1.4

80

0,59

1S

DA~3:S>A1 e{43~

sms.\. f

4'*'6

2

8-30

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e 1tf,'3~

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:2.4

5.30

3.2

3.70

5.1

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().%

3."1

'7.10

4.3

4.40

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S,O

70

1,40

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?·8

15.40

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8.00

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50

5.80

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40

5.50

21. .0

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no

11.0

1!-,0

:2:2.0

fJo

1·80

3t.o

3~.o

'2::1.0

'24.0

~1,o

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2'-.0

no

4'2.0

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'20

110

4<5.0

63.0

;2.0

'31.0

5t;.()

4z..0

10

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CA.O

?q.o

47.0

46.0

1(),()

~1.,o

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~~.O

152

")1'0

00.0

%.0 04.0

6

7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36

Notes:
1. Duration is the per cent of time flow is equaled or exceeded in a year.

37
38
39

26 27 28

2. Estimated average annual flow in cubic feet per second (cfs) at Lake Waramaug Dam.

_

_
_

_

29

30

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72"

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20 MILES

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· .",_.00'"
.'.,,~.~
---~'
fA

~artialwrec

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Identifier ord SIte and

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d 4 Sstation
horMermst
and idrea~gaging

entIfier

"a.

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a.
co

~

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Figure 1. Locations of all streamgaging stations and partial-record sites used to estimate flow durations, low-flow frequencies. and monthly median
flows for selected streams in Connecticutthrough 2005. Reference numbers shown above are used to describe the stations in tables 1-9.

...

Table 1. Descriptions of streamgaging stations with 10 or more years of continuous record in Conne cticut used to compute flow durations, low-flow frequencies, and monthly
median flow statistics.-Continued

::!:!

u.s. Geological Survey; mil, ~qmlre miles; hold indicatc~ Index Station]

[USGS,

Map
reference
number
1)

106
108
109
114
115
(j"

1-17
118

USGS
station
number
011965RO
01190620
01198500
OJ J99000
01199050

latitude
longitude
(decimal
(decimal
degrees)
degrees)
----------_..

River name
lVluddy R ivcr
ivfill River

41.3687
41.4209
42,O24()
41.9573
41.9423

-72.8415
-72.9029
-73.3418
-73.3693
-73.3910

011992()(
01200000

41.8243
41.6589

-73.4301-

Guinea Brook

~7.l5289

Tcmnl eRiver

012nOSOO

41.6:'1:""'1

-Tt4898

Housatonic River

01201500

41.5201

~73.4182

Still River

~.~079 ~ West \s le
120

~930

Shar n
~960 Od 1981
'\ Tingdale, New York
72
Del 1929-Sep 1987, Oct 1991-Sep 2005
New TVfilfonl
65
Oct 1940-So 2005
' \-Y TV ilfo d
10
d 96 -·ep 1972
New TVfilford
.35
Ckl1931-Scv1966

3.
203
996
23.S"

22

93
44

~73.1787

14
41
19

41.4807
41.362 t)

-73.2246
-73.2184

Pomperaug River
Coppl'r MiJI Brook

Southbury
1\'Ionroe

73
18

41.3840
41.8009
41.80.\4
41.7043
41.7295

-73.1676
-73.1234

Housmonic River
Weq Brook Nangatuck River
East Branch Naugatuck River
Naugatuck River
Lcadminc Brook

Oxford
Torrington
Torrington
Thnmast()n

77
40
41
29

Harwinton

13

-73.2936

129

Ol204000
01211481111
01205500
Ol205600
01205700
0120(lO(lO
01206400

~73.1179

-73.064~
~73,OS32

136
137
138
139
140

01206500
01206900
01208013
01208420
01208S00

41.7018
41.6737
41,6537
415059
41.4423

-73.0573
-73.0696
-7 H1948

141
143
144
145
147
148

01208873
01208925
01208950
012(8 1)90
01209500
01209700

41.1 798
41.16.\7
41.1529
41.2945
41.1709
411637

-73.2190
-73.2704
-73,3059
-73.3951
-73.3662
-73.4193

~TL0582
~73.0626

1m!'!
18
24.5
45.9
634
29.4

Coshell - - Roxbury
Woodbury

41.7233
4L5757

132
133
134
135

ive·

Period of record

Drainage
area

1962-Sep 1973
1968-Sep 1970, Oct 1978-Sep 2005
1949-0ct 1971
1912-Sep 2005
1961-Sep 2005

Salisbury

II
29

'lrshcplw J RlVCr
ShcpaugRiver
Noncwallg River

01203000
01201600

131

Town

Years
of
record

Sali~bury

41.7~]\

124
126

130

lIck

~

North Haven
Hamden
North Canaan

Blackberry River
11ou~:1Ionic River
Salmon Creek

-""

Leadmjnc Brook

Thomaston

Naugatllck River
Branch Brook
Hop Brook
Naugatuck River

Thomaston
WakrtO\vn
Naugatuck
Beacon Falls

Rooster River
1\-'lill Rivcl
Sasco Brook

TmmbuJJ
Failficld
Fairfield
Redding
Westport
Wilton

29
45
15

20
83

Sep
Oct
Oct
Oct
Oct

Oct 1967-0ctI981
Oct !930-Scp 1971
Oct 1962-Sep 1976, Oct 197R-Sep 1979.
Aug 2000-Sep 2000, Oct 200 l-Sep 2005
Oct 1932-Sep 2005
Oct 1958-·0ct 1976
Oct 1928-Sep 2005
Oct 1CJS6-Sep 1992,
Oct 1956-Apr 1997
Oct! 930·-Sep ! 959
Od 1960-0d 1973

(}Ct

1993-Apr 1997

Oct I 930-Si'P 1959
Oct
Oct
Oct
Oct

1960-Sep 2005
1974-0(t 1999. Apr !993-May 1993
1969-·0ct 1989
1918-Sep 1924, Oct 1928-Sep 2005

.,'"
~,

Q

pi
!>
~
."
C

:;

::'

"""'"
'"
"o"r

."

!"

'"

67.5

-

_. ""J'.,N.?
1.)':,.,,.,
17.7
75.1
2.45
1,544
33.8
13.6

71
19,6
24.3
99.8
20.8
16.3
260

;;::

'"
'"
.r
:"
:!:!
":;
'"

,-.
'"

""'"'"

-'"
".
'"

:3

'";;'
n

""
""g.
"a

--"'"
: :r

Saugatlll~k

River

Saugatuck River
Nonvalk River

Source: Ahearn, E.A" "Flow Durations, Low-Flow Frequeucies, and Monthly Median Flows For
Selected Streams in Connecticut Through 2005": U.S. Geological Survey Scientific Investigations

Report 2007-5270, 2008,

28
33
41
41

35
43

Apr 1977-Sep 2005
Oct 1972-Sep 2005
Od -1964......." ep 2005
Oct 1964-Sep 20()5
Oct 1932-Sep 1967
Sev 1962-Scn 2005

10.6
28.6

7.38
21
79.8
30

'"" .
1;!l

'"
'"

~

Table 2.

Flow-duration statistics for 91 streamgaging stations with 10 or more years of continuous record in Connecticut.-Continued

[St<1tistics based on dnta through water year 2005: USGS, U.s. Geological Survey; mF, sgllarc miles; hold indicates Index Station]
M,p
reterence
number
{fig.l}

v""

USGS
station
number

---

Rivet name

----------.~-

J06

01

JOR
lOY

OJ 196620

]14
I Jj

of
tecotd

!\Juddy River

II

29

Ol!9'iOOn
011':)9050

!\lil1 Rive]
Hbd;btrry Ri\'(
!10\1:;ahlllicRivtr
Salmon Creek

lU,

()I1')9200

Ii7

01200000
01?0050()
120190

01

1965~0

j(}R~nn

age

;~:1~

93

18
24.5
45.9
634

44

29.4

GUinea llrQ.ok

2t

3.5

Temnik RiVtl'

72
65

22

----

O,,;"-I------~
i:!/"7:'i'
I

99

98

1.20
2.30

1.50
'1.20

3.50

4,40

117

4.00

139
4.70

91
1.60
3.70
,5,00
15'2

Stteamflow equaled or exceeded at indicated percentage of time, in cubic feet per second

I

~)
2-00
4.40

6.10
]77

I

2-1iO

3.20

4.00

6.30
8.74
230

f.80

9.40

11.0
277

n.o

14.0
323

5.20
12.0

6.20
J4.0

18.0

22.0

373

429

9.00
20.0
30,0
560

130
29,0
40,0

732

5..'10

6.30

8.70

..iI.Of) _ OJi1_ 0.04

0.07

0.19

0.35

11.59

6.30 ~
7.80
22J
~ 257
1.60
2.21)

'11.0
"
3.1)0

15.0
409
·1.00

21.0
492
530

28.0
580

2LO

26.0

]0,0

34.0

40.0

4'iO'"
_ !1.00.
42.0
56.() 90.0
135
SAO
7.00
U.5
16
:no
40.0
59.0
so.n
O.9fJ
L21J
1.90
2.80

J4.0

16.0

19.0

25.0

32.0

19.0
38.0

52.4
939
41.0

26.0
41\.2

no
I.2lO
53.0

]LO

38.0

56.0
lD,O
I AOO
61.0

65.0

101
1,620
70.0

62J)
98-0
160
2,390
101

97.0
J47
241
3,220
141

filii 354

555
1~ 5J40

1283
~

I

E8
/1.19

H,'u9t,'llic Riwr
Wt'sl Aspduf.k

203
996

J

23.l'I

4.30
173
0.95

5.60
lOI
1.30

16.0

18.0

'I

0.96

7.10

lAO

2.60

36.0
676
9.711

52,0
896
16.11

45.0

59.0

J.lli!;i.:
120

124

01201 )(m

Still givcr

35

67.5

(12111)31)

1\larsnl': u' Riwr
Sherallg River

4
41

9.24
1.32

0.45
BO

n l'I
8,60

1).80
9,70

1.20
12.0

.10
l7.0

3.flO
24-1)

3.711
32.0

Noncwaug Ri,u
Pornpcr:llIg River

19
73

1.7.7

O.SO

L20

3.50
21.0

('opped\liII Brook

18

7.40
0.10

1.60
[LO

2.7{)

75..1

LOO
8.71

4.40
26.0
0.70

0120JOO{)

126

()1~0]60{)

129
130

0J204000
OIZll.J,SOll

131
132

01 ~0'i50()
01205600

133

2,45

19.0

0.14

'!.80
0.17

lUI

1.6.0
11.35

0.53

!1(,uqf0llk lliwr

77

\V",t Branch
N"ug;)wck River

40

1,544
33.8

63.0
2..10

75.5
2.90

87.0
:1.50

IDS
4.20

240
6.00

440
7,70

0[205700

E:l'" Br:mch

41

[:l.G

LSO

2-10

2.30

2.60

3.4()

4.40

134
135

OI?O(i{)i)(l

N:mgaHl,k River
NaugatucK River
Lf::ltlmhlt' Brunk

29

71

13

19.6

13(j

0120<':'00

I,eadmim: Brook

29

24.3

137
131\

01206'!OO

N;lllg:ltlKk River

45

99.8

01~OR01:\

Brandl Brook

15

2(L8

139

01

20

140

01208500

I'k)' Bt0(lk
N<\ug"lUd Rh'ci

8]

16.3
260

141

01

10.6

01 WiN25
012tlS9S0
0120!l'NO
OJ 2n9500
01209700

H""S1('1' T1i\'fI
!\fill Wve,

2R

.143

13

Sas('o Bronk

41

28.6
7.38

Sangatuck River
S:l\\~;\ttlck Rive,
Norwalk Rivcr

41

21

35

79.8

il.35
2.fiO

30

I.S0

144
145
147
148

IlIZtlMOO

~0842()

~OS871

_,=_ _ 43

16.0

17.0
0,84

18,0

11.60

0.80

13.0
0.41

15.0
0.55
],JO

0.90
1.7.()

0.60

n.ss
64.0

1.10
1,30
0.09

~_=~-'----cc.

72.0

1.00

0.74
1.30

no

L4()

1.50

1.30
0.16
0.62

2m

4.56
2.40

0.23
0.89
5.80
2,90

20.0
1.30

24.0

1.311
1.9.0
L50

230
26.0
3.60

1.80
86.0

3.10

1,80
1.60
0.36
1.30
7.10

3.70

2.311

.105

27.0
3.70

3.60
33.0

625

10.0
5.50
JO.O
6.110

5.50
4~).O

5~0

800
l3.0

6.70

2.60

3.20

4,10

0.75
2.60

5.50
1.20
4.10

9.60
SAO

12.0
7.30

3.90
7.10
1.8\1

6.20
.IA.O

9.60

11)6

1,010
31Ul

no

96JI

106

139

4.90

250

348

.

~

! lion

I

F.1l

4.5.~

300
35
159
5.70

354
42.0

530
65.0

725

~ L1,60

[85

275

398

r 85n

6.80

6t~
99.0~: 238

11,0

(6.0

37.2

iAOO
2ll

471

1.1.0

ISO

19.0

25.0

29.0

35.0

55JJ

88,(J

182

76.0
23.0

103

25.0

35.11
149

.114
.11.0
20.0

321

5.50

11.0
3.40
11.(!

lito

21.0

34.0

9.40
21.0
7.90
25.0
53,(}

16.0

23.0

33.0

Selected Streams in Connecticut Through 2005": U.S. Geological Survey Scientific Investigations
Report 2007-5270, 2008.

257
30

164

5.900
138

8.90
2.60
8.50

Source: Ahearn, E.A., HFlow Durations, Low-Flow Frequencies, and Monthly Median Flows For

140

~ 27.1;

17.0.
189
23
3.80

44.11

785
8,240
204 ')

4,140
84.0

4.60

IE.O
12.0

123

~YJO

4(j.n

J83
283 ~---.roo
2510
:I 670
'40
.:"3.0 ... 79.1!
152

3,630
69.0

16.0
86.0
13.0
!

'"

-....