| 2008 |
18-Jun |
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watertest08spring.xls |
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June 8 1999 |
hot 93,very dry,June9-light showers 70 G.B. test time 4.5
hours elapsed |
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SPRING SURFACE WATER
TESTING 2008 |
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| Sample
date: Friday, June 13, 2008 &
Saturday, June 14, 2008 |
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| Weather: Friday: Clear, 78 degF; Saturday:
hazy, overcast, 84 degF |
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| Notes: Immediately after several day heat
wave, low water volume |
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| Sampler:
Friday: Richard Bono; Saturday: Richard Bono, Gary Bono |
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| NT= not tested ; NW= no water |
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| SAMPLE |
STREET |
test date |
Notes |
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LOCATION DESCRIPTION |
SITE TYPE |
FR 6-18 |
FR 6-25 |
CS DATA 6-18 |
CS 6-25 |
AREA |
AREA |
DAILY |
DAILY |
DAILY |
DAILY |
CONDUCTIVITY |
PH |
TEMP. |
NOTES |
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| SITE ID# |
ADDRESS |
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|
(F)=Francestown |
culvert (c) or |
flow rate |
flow rate |
water cross |
|
6-18 |
6-25 |
Vol. Gals. |
Vol. Gals. |
Vol. Gals. |
Vol. Gals. |
UMHOS/CM |
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degrees F. |
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square |
flow rate |
flow rate |
section (CS) |
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square " |
square " |
6-18 |
|
6-25 |
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CONDUCT |
PH |
WATER T |
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|
channel (s) |
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D=depth W=width |
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| 1 |
2nd NH Turnpike |
60 |
70 |
67 |
1 |
60 |
|
60 |
|
Gerini
Brook culvert near Campton's Campground |
C3' X36' |
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0 |
|
0 |
|
0 |
0 |
0 |
|
0 |
40 |
7.0 |
75 |
|
| 2 |
Longwoods Road |
30 |
6.5 |
68 |
|
70 |
|
70 |
|
Marsh
culvert near Fish & Game club |
C20"+2'"X40' |
|
0.2 |
|
D=7" |
|
42 |
0 |
0 |
|
26,460 |
20 |
6.7 |
78 |
|
| 3 |
Longwoods Road |
90 |
6.5 |
72 |
|
67 |
|
67 |
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Contoocook River near Longwood trailer park |
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0 |
0 |
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0 |
100 |
7.4 |
74 |
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| 4 |
Wolf Hill Road |
x |
x |
x |
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1 |
30 |
30 |
|
Annual brook culvert for breached beaver dam |
C3' x 36'L |
5.1 |
|
D=3" W=15" |
|
34 |
|
546,210 |
0 |
#VALUE! |
0 |
160 |
7.2 |
70 |
|
| 5 |
Old County Road |
50 |
7.4 |
0"6 |
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6.2 |
6.2 |
|
Wilkins's Brook culvert near Wilkins's cemetery |
C5' + 5' x 40'L |
0.65 |
0.1 |
D12"+12"W64" |
|
1160 |
380 |
2,375,100 |
######### |
2 culverts flattened |
119,700 |
60 |
7.0 |
68 |
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| 6 |
Fisher Road |
x |
x |
x |
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57 |
57 |
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Fisher Brook at culvert |
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0 |
0 |
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0 |
NW |
NW |
NW |
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| 7 |
Old County Road |
no |
no |
no |
2 |
30 |
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30 |
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Beaver dam culvert near Francistown line |
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0 |
0 |
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0 |
NT |
NT |
NT |
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| 10 |
Old County Road |
30 |
5.3 |
73 |
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7 |
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7 |
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Wildlife Preserve culvert for Collins Brook (F) |
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0 |
0 |
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0 |
40 |
7.1 |
68 |
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| 11 |
Old County Road |
50 |
5.8 |
76 |
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68 |
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68 |
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Collins Brook bridge (F) |
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0 |
0 |
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0 |
80 |
6.9 |
66 |
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| 12 |
Pleasant Pond Road |
20 |
7.2 |
79 |
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2 |
30 |
30 |
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Pleasant Pond boat landing (F) |
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0 |
0 |
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0 |
40 |
7.3 |
80 |
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| 13 |
Pleasant Pond Road |
50 |
6.8 |
80 |
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4.6 |
4.6 |
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Bridge channel Piscataquog middle branch |
S25' x 23'L |
0.76 |
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6600 |
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15,800,400 |
######### |
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0 |
70 |
7.1 |
78 |
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| 14 |
Deering Center Road |
80 |
7.5 |
65 |
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63 |
63 |
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Perennial
brook at PSNH crossing near Farrell Hill |
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0 |
0 |
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0 |
190 |
7.2 |
66 |
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| 15 |
Deering Center Road |
90 |
6.8 |
81 |
3 |
90 |
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90 |
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Perennial brook culvert near general store |
C4' x 40'L |
0.2 |
|
D=44" |
|
1809 |
|
1,139,670 |
######### |
culvert full to top |
0 |
80 |
7.1 |
70 |
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| 16 |
Bartlett Hill Road |
80 |
6.8 |
81 |
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7 |
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7 |
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Bartlett Bridge channel for Piscataquog |
S23' x 20'L |
1 |
|
D=36' |
|
9936 |
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31,298,400 |
######### |
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0 |
80 |
7.1 |
70 |
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| 17 |
Deering Center road |
360 |
5.8 |
84 |
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72 |
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72 |
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Weare border pond, breached beaver dam |
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0 |
0 |
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0 |
NW |
NW |
NW |
breached beaver dam |
| 18 |
East Deering Road |
40 |
6.5 |
82 |
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3 |
70 |
70 |
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Dudley Brook bridge channel |
S=10.6' x 21'L |
2 |
0.46 |
D=36" |
D28 |
4580 |
3528 |
28,854,000 |
######### |
|
5,112,072 |
30 |
7.1 |
78 |
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| 19 |
Clement Hill Road |
40 |
6.8 |
82 |
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6.2 |
6.2 |
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Johnson's beaver pond culvert outlet |
C3' x 30' |
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0 |
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D=12" |
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0 |
0 |
0 |
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0 |
20 |
6.7 |
80 |
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| 20 |
Clement Hill Road |
20 |
6.8 |
77 |
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61 |
61 |
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Perennial brook culvert,Audubon's Black Fox Pond |
C2' x 20'L |
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1 |
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D4.5 W20 |
|
32 |
0 |
0 |
|
100,800 |
20 |
7.1 |
70 |
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| 21 |
Deering Center road |
40 |
7.5 |
71 |
4 |
x |
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x |
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Frog Pond near cemetary |
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0 |
0 |
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0 |
60 |
7.4 |
80 |
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| 22 |
North Road |
10 |
7.1 |
75 |
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x |
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x |
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Pattern Brook culvert near Abbott's corner |
C8' x 42'L |
1 |
|
D=8"
W=40" |
|
224 |
|
705,600 |
######### |
mink in culvert |
0 |
10 |
5.8 |
68 |
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| 23 |
Pond Road |
30 |
6.6 |
85 |
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x |
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x |
|
Pattern Brook culvert at bridge |
C3'+3'+4'x30'L |
1.5 |
|
D=18"+10"+12" |
|
1000 |
|
4,725,000 |
######### |
|
0 |
30 |
7.1 |
78 |
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| 25 |
Reservoir Rd AT HANSON'S |
x |
x |
x |
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4 |
x |
x |
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0 |
0 |
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0 |
320 |
7.0 |
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| 26 |
Reservoir Road |
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x |
x |
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Fulton Pond |
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0 |
0 |
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0 |
320 |
7.0 |
80 |
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| 28 |
Falls Road |
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Hunter's pond at beaver dam |
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60 |
7.0 |
74 |
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| 29 |
2ND NH D. CULVERT |
x |
x |
x |
5 |
50 |
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50 |
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0 |
0 |
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0 |
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| 30 |
2ND NH ON RT. RD |
x |
x |
x |
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7 |
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7 |
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0 |
0 |
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0 |
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| 31 |
Old Bennington Road |
50 |
6.9 |
71 |
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0"6 |
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0"6 |
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Perennial brook culvert at bridge |
C4' x 40'L |
|
1.8 |
|
D4 W20 |
|
56 |
0 |
0 |
|
317,520 |
50 |
7.0 |
80 |
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| 32 |
Prospect Street |
100 |
7.4 |
62 |
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5 |
20 |
20 |
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Peasley Brook culvert |
C3' x40'L |
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3.3 |
|
D.5 W7 |
|
2 |
0 |
0 |
|
20,790 |
90 |
7.1 |
78 |
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| 33 |
Pond Road |
30 |
7.1 |
87 |
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5.b |
5.b |
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Dudley Pond at boat landing |
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0 |
0 |
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0 |
40 |
7.1 |
78 |
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| 34 |
Reservoir Road |
930 |
7.1 |
65 |
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59 |
59 |
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Mariotta's Brook culvert |
C2.5' x 55'L |
2.5 |
|
D=3.5" W=19" |
|
37 |
|
291,375 |
53,176,000 |
|
0 |
NW |
NW |
NW |
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| 35 |
Reservoir Road |
70 |
7.1 |
80 |
6 |
x |
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x |
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Deering lake outlet at dam |
Sq 22' x 22'L |
1.7 |
|
D=15" W=22' |
|
3960 |
|
21,205,800 |
######### |
|
0 |
60 |
7.4 |
80 |
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| 36 |
Deering Center Road |
150 |
7.5 |
62 |
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x |
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x |
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Perennial brook culvert near Tom's Auto |
C4' x 36'L |
7.2 |
|
D=8" W=36" |
|
164 |
|
3,719,520 |
######### |
|
0 |
160 |
7.8 |
68 |
|
| 38 |
Longwood Road |
50 |
8.7 |
63 |
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6 |
x |
x |
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Manselville Brook culvert near trailer park |
C8' x 44'L |
6.3 |
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D=27"
W=84" |
|
1004 |
|
19,924,380 |
######### |
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0 |
70 |
7.3 |
68 |
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| 39 |
Old County Road |
30 |
7.8 |
64 |
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x |
x |
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Perennial brook culvert near Murdough fire station |
C4' x 40'L |
4 |
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D=4" W=24" |
|
66 |
|
831,600 |
######### |
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0 |
20 |
7.6 |
66 |
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| 40 |
Bartlett Hill Road |
10 |
6.1 |
86 |
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x |
x |
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Lily pond near PSNH crossing |
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0 |
0 |
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0 |
NW |
NW |
NW |
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| 41 |
Fisher Road |
220 |
7.5 |
60 |
7 |
no |
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no |
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Zoski brook culvert near Zoski Road |
C3' x 26'L |
5.2 |
3.7 |
D=13"
W=34" |
D2W10 |
323 |
20 |
5,290,740 |
######### |
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233,100 |
60 |
7.6 |
76 |
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| 42 |
Driscoll Hill Road |
x |
x |
x |
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no |
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no |
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Central Rangeway Pond |
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0 |
0 |
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NW |
NW |
NW |
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7 |
no |
no |
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D style H= water height (depth) at center of
culvert |
square inches |
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no |
no |
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total gal. |
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######### |
######### |
#VALUE! |
5,930,442 |
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W= water width at surface
at culvert |
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no |
no |
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S style Hc= water
height (depth at center) |
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10 |
10 |
30 |
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30 |
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H4= water height 1/4 distance in from bed side |
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5 |
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5 |
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73 |
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73 |
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feet per second on |
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10 |
20 |
20 |
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water surface |
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6 |
6 |
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58 |
58 |
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11 |
11 |
50 |
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50 |
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6 |
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6 |
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76 |
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76 |
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11 |
60 |
60 |
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6.6 |
6.6 |
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57 |
57 |
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12 |
12 |
20 |
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20 |
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7 |
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7 |
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79 |
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79 |
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12 |
40 |
40 |
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6.2 |
6.2 |
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65 |
65 |
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13 |
13 |
50 |
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50 |
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7 |
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7 |
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80 |
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80 |
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13 |
50 |
50 |
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6.2 |
6.2 |
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60 |
60 |
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14 |
14 |
80 |
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80 |
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8 |
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8 |
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65 |
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65 |
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14 |
90 |
90 |
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6.4 |
6.4 |
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69 |
69 |
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15 |
15 |
90 |
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90 |
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7 |
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7 |
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81 |
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81 |
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15 |
90 |
90 |
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6.1 |
6.1 |
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58 |
58 |
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16 |
16 |
80 |
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80 |
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7 |
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7 |
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81 |
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81 |
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16 |
70 |
70 |
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6.4 |
6.4 |
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60 |
60 |
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17 |
17 |
360 |
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360 |
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6 |
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6 |
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84 |
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84 |
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17 |
130 |
130 |
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5.8 |
5.8 |
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62 |
62 |
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25 |
18 |
40 |
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40 |
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7 |
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7 |
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82 |
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82 |
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18 |
20 |
20 |
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6.4 |
6.4 |
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62 |
62 |
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26 |
19 |
40 |
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40 |
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7 |
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7 |
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|
82 |
|
82 |
|
|
|
|
|
|
|
|
|
|
|
|
19 |
30 |
30 |
|
|
|
|
|
|
|
|
|
|
|
|
|
6 |
6 |
|
|
|
|
|
|
|
|
|
|
|
|
|
69 |
69 |
|
|
|
|
|
|
|
|
|
20 |
20 |
20 |
|
20 |
|
|
|
|
|
|
|
|
|
|
|
7 |
|
7 |
|
|
|
|
|
|
|
|
|
|
|
77 |
|
77 |
|
|
|
|
|
|
|
|
|
|
|
|
20 |
20 |
20 |
|
|
|
|
|
|
|
|
|
|
|
|
|
6.2 |
6.2 |
|
|
|
|
|
|
|
|
|
|
|
|
|
59 |
59 |
|
|
|
|
|
|
|
|
|
21 |
21 |
40 |
|
40 |
|
|
|
|
|
|
|
|
|
8 |
|
8 |
|
|
|
|
|
|
|
|
|
71 |
|
71 |
|
|
|
|
|
|
|
|
|
|
21 |
40 |
40 |
|
|
|
|
|
|
|
|
|
|
|
6 |
6 |
|
|
|
|
|
|
|
|
|
|
|
60 |
60 |
|
|
|
|
|
|
|
|
|
22 |
22 |
10 |
|
10 |
|
|
|
|
|
|
|
|
|
7 |
|
7 |
|
|
|
|
|
|
|
|
|
75 |
|
75 |
|
|
|
|
|
|
|
|
|
|
22 |
10 |
10 |
|
|
|
|
|
|
|
|
|
|
|
6.4 |
6.4 |
|
|
|
|
|
|
|
|
|
|
|
63 |
63 |
|
|
|
|
|
|
|
|
|
31 |
23 |
30 |
|
30 |
|
|
|
|
|
|
|
|
|
|
|
7 |
|
7 |
|
|
|
|
|
|
|
|
|
|
|
85 |
|
85 |
|
|
|
|
|
|
|
|
|
|
|
|
23 |
20 |
20 |
|
|
|
|
|
|
|
|
|
|
|
|
|
5.9 |
5.9 |
|
|
|
|
|
|
|
|
|
|
|
|
|
58 |
58 |
|
|
|
|
|
|
|
|
|
32 |
25 |
x |
|
x |
|
|
|
|
|
|
|
|
|
|
|
x |
|
x |
|
|
|
|
|
|
|
|
|
|
|
x |
|
x |
|
|
|
|
|
|
|
|
|
|
|
|
25 |
x |
x |
|
|
|
|
|
|
|
|
|
|
|
|
|
x |
x |
|
|
|
|
|
|
|
|
|
|
|
|
|
x |
x |
|
|
|
|
|
|
|
|
|
26 |
26 |
0 |
|
0 |
|
|
|
|
|
|
|
|
|
|
|
0 |
|
0 |
|
|
|
|
|
|
|
|
|
|
|
0 |
|
0 |
|
|
|
|
|
|
|
|
|
|
|
|
26 |
240 |
240 |
|
|
|
|
|
|
|
|
|
|
|
|
|
6.6 |
6.6 |
|
|
|
|
|
|
|
|
|
|
|
|
|
66 |
66 |
|
|
|
|
|
|
|
|
|
#REF! |
28 |
#REF! |
|
#REF! |
|
|
|
|
|
|
|
|
|
|
|
#REF! |
|
#REF! |
|
|
|
|
|
|
|
|
|
|
|
#REF! |
|
#REF! |
|
|
|
|
|
|
|
|
|
|
|
|
28 |
20 |
20 |
|
|
|
|
|
|
|
|
|
|
|
|
|
5.4 |
5.4 |
|
|
|
|
|
|
|
|
|
|
|
|
|
60 |
60 |
|
|
|
|
|
|
|
|
|
29 |
29 |
x |
|
x |
|
|
|
|
|
|
|
|
|
|
|
x |
|
x |
|
|
|
|
|
|
|
|
|
|
|
x |
|
x |
|
|
|
|
|
|
|
|
|
|
|
|
29 |
x |
x |
|
|
|
|
|
|
|
|
|
|
|
|
|
x |
x |
|
|
|
|
|
|
|
|
|
|
|
|
|
x |
x |
|
|
|
|
|
|
|
|
|
30 |
30 |
x |
|
x |
|
|
|
|
|
|
|
|
|
|
|
x |
|
x |
|
|
|
|
|
|
|
|
|
|
|
x |
|
x |
|
|
|
|
|
|
|
|
|
|
|
|
30 |
x |
x |
|
|
|
|
|
|
|
|
|
|
|
|
|
x |
x |
|
|
|
|
|
|
|
|
|
|
|
|
|
x |
x |
|
|
|
|
|
|
|
|
|
31 |
31 |
50 |
|
50 |
|
|
|
|
|
|
|
|
|
|
|
7 |
|
7 |
|
|
|
|
|
|
|
|
|
|
|
71 |
|
71 |
|
|
|
|
|
|
|
|
|
|
|
|
31 |
40 |
40 |
|
|
|
|
|
|
|
|
|
|
|
|
|
6 |
6 |
|
|
|
|
|
|
|
|
|
|
|
|
|
58 |
58 |
|
|
|
|
|
|
|
|
|
32 |
32 |
100 |
|
100 |
|
|
|
|
|
|
|
|
|
|
|
7 |
|
7 |
|
|
|
|
|
|
|
|
|
|
|
62 |
|
62 |
|
|
|
|
|
|
|
|
|
|
|
|
32 |
70 |
70 |
|
|
|
|
|
|
|
|
|
|
|
|
|
6.2 |
6.2 |
|
|
|
|
|
|
|
|
|
|
|
|
|
59 |
59 |
|
|
|
|
|
|
|
|
|
33 |
33 |
30 |
|
30 |
|
|
|
|
|
|
|
|
|
|
|
7 |
|
7 |
|
|
|
|
|
|
|
|
|
|
|
87 |
|
87 |
|
|
|
|
|
|
|
|
|
|
|
|
33 |
30 |
30 |
|
|
|
|
|
|
|
|
|
|
|
|
|
6.6 |
6.6 |
|
|
|
|
|
|
|
|
|
|
|
|
|
71 |
71 |
|
|
|
|
|
|
|
|
|
34 |
34 |
930 |
|
930 |
|
|
|
|
|
|
|
|
|
|
|
7 |
|
7 |
|
|
|
|
|
|
|
|
|
|
|
65 |
|
65 |
|
|
|
|
|
|
|
|
|
|
|
|
34 |
230 |
230 |
|
|
|
|
|
|
|
|
|
|
|
|
|
5.8 |
5.8 |
|
|
|
|
|
|
|
|
|
|
|
|
|
58 |
58 |
|
|
|
|
|
|
|
|
|
35 |
35 |
70 |
|
70 |
|
|
|
|
|
|
|
|
|
|
|
7 |
|
7 |
|
|
|
|
|
|
|
|
|
|
|
80 |
|
80 |
|
|
|
|
|
|
|
|
|
|
|
|
35 |
70 |
70 |
|
|
|
|
|
|
|
|
|
|
|
|
|
6.9 |
6.9 |
|
|
|
|
|
|
|
|
|
|
|
|
|
66 |
66 |
|
|
|
|
|
|
|
|
|
36 |
36 |
150 |
|
150 |
|
|
|
|
|
|
|
|
|
|
|
8 |
|
8 |
|
|
|
|
|
|
|
|
|
|
|
62 |
|
62 |
|
|
|
|
|
|
|
|
|
|
|
|
36 |
140 |
140 |
|
|
|
|
|
|
|
|
|
|
|
|
|
6.7 |
6.7 |
|
|
|
|
|
|
|
|
|
|
|
|
|
58 |
58 |
|
|
|
|
|
|
|
|
|
#REF! |
37 |
#REF! |
|
#REF! |
|
|
|
|
|
|
|
|
|
|
|
#REF! |
|
#REF! |
|
|
|
|
|
|
|
|
|
|
|
#REF! |
|
#REF! |
|
|
|
|
|
|
|
|
|
|
|
|
37 |
x |
x |
|
|
|
|
|
|
|
|
|
|
|
|
|
x |
x |
|
|
|
|
|
|
|
|
|
|
|
|
|
x |
x |
|
|
|
|
|
|
|
|
|
38 |
38 |
50 |
|
50 |
|
|
|
|
|
|
|
|
|
|
|
9 |
|
9 |
|
|
|
|
|
|
|
|
|
63 |
|
63 |
|
|
|
|
|
|
|
|
|
|
38 |
60 |
60 |
|
|
|
|
|
|
|
|
|
|
|
6.3 |
6.3 |
|
|
|
|
|
|
|
|
|
|
|
55 |
55 |
|
|
|
|
|
|
|
|
|
39 |
30 |
|
30 |
|
|
|
|
|
|
|
|
|
8 |
|
8 |
|
|
|
|
|
|
|
|
|
64 |
|
64 |
|
|
|
|
|
|
|
|
|
|
39 |
30 |
30 |
|
|
|
|
|
|
|
|
|
|
|
7 |
7 |
|
|
|
|
|
|
|
|
|
|
|
59 |
59 |
|
|
|
|
|
|
|
|
|
40 |
10 |
|
10 |
|
|
|
|
|
|
|
|
|
6 |
|
6 |
|
|
|
|
|
|
|
|
|
86 |
|
86 |
|
|
|
|
|
|
|
|
|
|
40 |
20 |
20 |
|
|
|
|
|
|
|
|
|
|
|
6.1 |
6.1 |
|
|
|
|
|
|
|
|
|
|
|
58 |
58 |
|
|
|
|
|
|
|
|
|
41 |
220 |
|
220 |
|
|
|
|
|
|
|
|
|
8 |
|
8 |
|
|
|
|
|
|
|
|
|
60 |
|
60 |
|
|
|
|
|
|
|
|
|
|
41 |
190 |
190 |
|
|
|
|
|
|
|
|
|
|
|
6.4 |
6.4 |
|
|
|
|
|
|
|
|
|
|
|
60 |
60 |
|
|
|
|
|
|
|
|
|
42 |
42 |
x |
|
x |
|
|
|
|
|
|
|
|
|
x |
|
x |
|
|
|
|
|
|
|
|
|
x |
|
x |
|
|
|
|
|
|
|
|
|
42 |
x |
x |
|
|
|
|
|
|
|
|
|
x |
x |
|
|
|
|
|
|
|
|
|
x |
x |
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|