HomeMy WebLinkAboutAs-BuiltFlPL
zo 2a7 K,te
l p
S Ca t(f //a
JIFF 49 213
FIF 4924 t 3na
0 Icut U""h' .... ......
0
0
Connoct . . .......
3\Y0
j
iL
FF 4925
O /V_1
1-10
FF 492G
3
Ung117proked (a
p 00 _0
7)
IvItairly M C ra( k n
120-11t to well
dijacent property
93
0
CZP
A/
Bench Mark P.K. Nail
set in Survey Stake
Elevation = 59.69
4.
NOTES
I . Th15Map and Survey have been prepared pU5uant to the `Rerjulation5of Connecticut Agencies Section 20-300b- I through
20-300b-20 and the, 5tanciarcl5 for 5urVOY5 and Maps in the State, of Connecticut" ast adopted by the Connecticut A550CIation of Land
5urveyor5, Inc. on September 2G, 19190. This 15 a Firstr5t Survey and conforms to a C1355A-2survey.
2. Reference Maps.
Location of Right of Way of The Connecticut Light and Fower Company Across Property of Charles F. Gager Town of Montville, County of
Now London, Scale I " 200' May 1947.11
Map Showing Lana Owned by r\*L ffeeci Mill Corporacion at r\itomaug Koa,-;l and Point Breeze Road in Montville, Connecticut, IG June
1975 5cale- 1 11=30', Gordon Beckwith, L.S.
3. Prior to con5truction the hOUSte and 5CFtIC 5y5tCM MIJ5t be staked by a licensed Surveyor.
TI55t Hole, Data (9 Cove Road)
WtnC55Cd byDCoughlin, UnG35
Health District
TH 9-1
THIS - MAP AND SURVEY
1CONIf-ORM5 TO A CLASS A-2
51.,IKVFY AND 15 SUBSTANTIALLY Gh =z 2 0 ft
r5 Of MY 41CORRECTTOT>—E
KNOWLEDGE)4qb BELIEF.
20 50
Er.NQ. 12054
1.7
Graphic 5cale,
Surveyor ,
S T
David A. Kjn& Frofe55icCal Engineer and Land 5u
NOT VALID WITMOUT LIVE 5TAMF 4 51GNATURE)
011- 1 0" Topsoil
1011-5311 Sandy 5ub5011
5311-G311 Fine Light Brown Sand
G3"- 92" Compact Grey Stony
Sand.
M ot, -IL-. I i ng, or Ledge
No Water, Mottling, or Leci,,je
TH 9-2
10:50 18.75
011-811 ToP5011
8lf-201 Sandy Subsoil
It /-I[ 2G _')b Fine Light Brown Sand
301- 8G" Grey COar5e, Sand.
8G1t-92" Compact Stony Grey Sand
No Water, Mottling, or Ledge
TH 9-3
711
011- 1 0" TOP5011
1 0l;-5311 Sandy 5Ub5O1l
5311_G3II Fine Light BroWn Sand
G 3 II_ Compadt. Grey Stony
Nand.
4 Bedroom House
No 'vVa -L-, -_ r, Mottling, or Lecige,
TH 9 -4
THIS - MAP AND SURVEY
1 CONIf-ORM5 TO A CLASS A-2
51.,IKVFY AND 15 SUBSTANTIALLY Gh =z 2 0 ft
r5 Of MY 41CORRECTTOT>—E
KNOWLEDGE)4qb BELIEF.
20 50
Er.NQ. 12054
1.7
Graphic 5cale,
Surveyor ,
S T
David A. Kjn& Frofe55icCal Engineer and Land 5u
NOT VALID WITMOUT LIVE 5TAMF 4 51GNATURE)
01,_911 1 orsoll
911-4011 Sandy Subsoil
4011-58" Fine, _5anci
56"- 50' Grey 5ano;l,
No Water, M ot, -IL-. I i ng, or Ledge
Ferc Kate OCtUa!5 I " in 5.7 Min
See Above
Fercolation Data
THIS - MAP AND SURVEY
1CONIf-ORM5 TO A CLASS A-2
51.,IKVFY AND 15 SUBSTANTIALLY Gh =z 2 0 ft
r5 Of MY 41CORRECTTOT>—E
KNOWLEDGE)4qb BELIEF.
20 50
Er.NQ. 12054
1.7
Graphic 5cale,
Surveyor ,
S T
David A. Kjn& Frofe55icCal Engineer and Land 5u
NOT VALID WITMOUT LIVE 5TAMF 4 51GNATURE)
I
David A. -r\lmo,
En& oring urveyn. ine
231 Old COChS rO d9
Quaker 'ilffl, ("I
FT #I
A5 5lidit Flan OT
Fro'k y I CaiTI, y 0 n
PT IF' 2
Time, Depth Time Depth
I 0:3G 10.25 10:40 20
10:46 15-7511 10:50 14.75"
10:50 18.75 1 1:00 19.25
I I :OG 2111 1 1 2211
23.2511
11
1 0 23.25
I 1:2G 25.2511 1 1 :30 Gil
I 1:3G 21 1 1:40 711
I :4G 1 1:50 28.75'
Rate 1`/ 5 Min Rate 1 5.7 Min
D051gn Criteria
4 Bedroom House
No Restrictive Laver--
I
Perc rate Le55 than 10. 1 Min/in
Septic tank 1500 Gallon-
GGO 5/ff Requirec! GG2.4 511-- Provided.
OUTLET(S)
TO LEACHING
TRENCHES 7 FILTER FABRIC
ss OVERLAP STAKES AT ROLL
HIGH
LEVELENDS
TO PREVENT FLOW-THROUGH WOOD STAKE
10. D.C. MAY) OVERFLOW OUTLET EXCAVATED TRENCH
TO NEXT TRENCH) TOE IN FABRIC 8', BACKFILL ANGUF STAKES 2'-0' MIN. Y' _A-Z AND COMPACT 10- TOWARD FLOWL111DcrSETH.LO. ELEV. 2- FLOW
EC AL TO TOP OF + INLET I t
LEACHING TRENCH 1'-0' MN.
SEQ-110N
SEC -1710N
VILTER FABRIC FENCE
CONCRETE DISTRIBUTION BOX NOT TO SCALE
NOT TO SCALE 1. INSPECT BARRIER AFTER EACH STORM EVENT AND DAILY DURING PROLONGED RAINFALL
2 REMOVE SEDIMENT WHEN IT REACHES APPROXIMATELY ONE-HALF THE BARRIER HEIGHT.
1. SET BOX LEVEL ON CONCRETE PAD OVER 12" THICK BASE OF COMPA=
CRUSHED STONE FILL.
2. EXTEND DISTRiBUMON PIPES INSIDE BOX TO ALLOW FOR FLOW ADJUSTMENT.
Inspection Opening
Minimum 17" (optional) Minimum 17"
Diameter Manhole Diameter Manhole
Inlet 5" min. min. F outlet
3" min. Inlet 10" min. Outlet FilterBaffleDevice -
Mid -Depth213RequiredLiquiJDepthConnection
Capacity I
1/3 Required
Capacity
Length Not Greater Than
4 Times Width or Depth
6.9
50'et'lon __Fhrcuoh AYMAY 14
Typical ',30t tic Tank
By
Not to Scale
THIS - MAP AND SURVEY
1 CONIf-ORM5 TO A CLASS A-2
51.,IKVFY AND 15 SUBSTANTIALLY Gh =z 2 0 ft
r5 Of MY 41CORRECTTOT>—E
KNOWLEDGE)4qb BELIEF.
20 50
Er.NQ. 12054
1.7
Graphic 5cale,
Surveyor ,
S T
David A. Kjn& Frofe55icCal Engineer and Land 5u
NOT VALID WITMOUT LIVE 5TAMF 4 51GNATURE)
I
David A. -r\lmo,
En& oring urveyn. ine
231 Old COChS rO d9
Quaker 'ilffl, ("I
DRAWN BY: D.A.K. DATE: May 12. 2010
A5 5lidit Flan OT
Fro'k y I CaiTI, y 0 n
51-1L ff-T
11',
U M [5 Llf- R
It
Cove, Roaj _20
N /I I
Iiontvi ''I c C o n mc::> is t u tF `11 0. DATE DESCRIPTION by1
REV1510N5 U, . I , VV,\-) D