HomeMy WebLinkAbout2014-7-9 - 101 Gordon Drive - Septic Application-25
Town of South Windsor — Health Department
_ 1540 Sullivan Avenue, South Windsor, CT 06074-2786
Phone: 860-644-2511 ext. 248 Fax: 860-644-7280
APPROVAL TO CONSTRUCT OR REPAIR SEWAGE DISPOSAL SYSTEM
Approval is hereby granted for the construction/repair of a subsurface sewage disposal system
at the property described below:
PROPERTY OWNER(S): Victoria McCulloch
STREET ADDRESS: 101 Gordon Drive TOWN: South Windsor
INSTALLER: James Throwe CT. LIC # 3856 EXPIRES: 05/31/2015
RESIDENTIAL: # of Bedrooms - 3
INSTRUCTIONS FOR INSTALLER
1. Construction plot plan submitted and approved by this office must be adhered to.
2. This office must be contacted for approval if any change is going to be made in the system
location, size or design, or any changes in house, well or property line locations.
3. Any NEW sewage disposal system must conform to ALL requirements of Section 19-13-BI03 of the CT
Public Health Code.
4. ALL new construction to be under DIRECT supervision of a CT licensed installer under Section
20-341 of the CT General Statutes.
5. The installer is RESPONSIBLE for VERIFYING LOCATIONS of PROPERTY LINES, WELLS,
and BURIED UTILITYLINES prior to construction.
6. Installer to notify South Windsor Health Dept. 24 hours prior to the start of construction.
7. Installer to have septic tank covers removed at the time of inspection.
SPECIFIC INSTRUCTIONS:
1. Install per approved plan, (James Throwe, Dated: 07/09/2014).
2. Licensed Installer to field stake house, well (if applicable), permanent benchmark, and septic system. Offset stakes
to include bottom of trench or flow line elevations. Health Dept. staff to conduct stake inspection prior to
construction of system.
3. Permanent benchmark to be set within 50 feet horizontally and 12 feet vertically of septic system.
4. Install a 1,000 gallon two -compartment septic tank, with an approved outlet filter, Risers are to be installed if there
is to be more than 12" cover over septic tank cleanouts,
5. Install 495 square feet of effective leaching area, consisting of one row 45 feet long of Mantis 536-8 units, bedded
on the bottom and sides with sand fill meeting both the manufacturer's and select fill specifications. System to be
installed per manufacturer's specifications. Systems with total cover that exceeds eighteen (18) inches as
measured from the top of the units to finished grade shall be vented at the distal (far) end of the system.
6. Current Sieve analysis (within 30 days) for sand fill must be submitted to the South Windsor Health Department.
7. Max depth into original grade is not to exceed eighty three (83) inches.
8. Installer to schedule, and be present for final inspection with Health Dept. staff. Level to be set up for verification of
elevations OR an engineer's/surveyor's as built will be required.
9. Installer to complete and submit septic system as built plan and drawing with ties to the house.
10. Existing septic system to be properly abandoned.
SIGNATURE: 1(w�� wk j-a,.: - DATE ISSUED: 07/09/14 RENEWAL: _I_I
APPROVED BY: Sherry McGann, BS, REHS, HHS EXPIRES: 07/09/15 EXPIRES: 1 /_
THIS PERMIT IS VALID FOR A PERIOD OF ONE YEAR FROM DATE OF ISSUE. IN ACCORDANCE WITH THE CT PUBLIC HEALTH CODE
SECTION 19-13-BI03e(F)(1). ONE RENEWAL IS POSSIBLE PROVIDED SOUTH WINDSOR HEALTH DEPARTMENT IS NOTIFIED PRIOR TO
THE EXPIRATION DATE NOTED ABOVE. IF PERMIT EXPIRES, INSTALLERS ARE CHANGED, OR ANY OTHER DEVIATION FROM THE
ORIGINAL PERMIT, A NEW APPLICATION MUST BE COMPLETED AND ALL APPLICABLE FEES MUST BE PAID.
FEE PAID: 10.00 CHECK: 790SCANNtEb
:07/09/2014
Town of South Windsor — Health Department
1540 Sullivan Avenue, South Windsor, CT 06074
Phone: 860-644-2511 ext. 248 Fax: 860-644-7280
SITE INVESTIGATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM
\ / Application/Permit #:
Property Owner Location 1 01 ?n � ..� InT ty-t- _ .
DEEP TEST PIT DATA/SOIL DESCRIPTIONS
DATE: 1 -6 i w % (Record all Test Pits)
TEST PIT:
TEST PIT:
TEST PIT:
TEST PIT:
Cuo✓S�-- S�wt
Mottles: ry b
Mottles:
Mottles:
Mottles:
GW: " o
GW:
GW:
GW:
Ledge: AU I o
Ledge:
Ledge:
Ledge:
Roots: t u -a�X "
Roots:
Roots:
Roots:
Restrictive: 1 31 "
Restrictive:
Restrictive:
Restrictive:
COMMENTS:
GROUNDWATER TABLE (Near max., below max., etc.):
SOIL MOISTURE (High, medium, low, etc.):
PERCOLATION TEST DATA
DATE: 1`� (Record all Perc Tests)
PERC: A
PERC:
PERC:
PERC:
DEPTH: L4 <9_
DEPTH:
DEPTH:
DEPTH:
PRESOAK: I
PRESOAK:
PRESOAK:
PRESOAK:
TIME
READING
TIME
READING
TIME
READING
TIME
READING
:LiIF
L„
I SI
7,75''
v 52
g,75"
1'53
c7.75''
1 : 54
10. -79"
1,5s
11,Sv
1.5-6
12. o
PERC
PERC
PERC
PERC
RATE:
RATE:
RATE:
RATE:
COMMENTS:
SCANNED
SITE INVESTIGATION FOR A SUBSURFACE SEWAGE DISPOSAL SYSTEM
LOCATION DRAWING INCLUDING ALL TEST PITS AND PERCOLATION HOLES
� P?l p
GoCLO' �n `�—
SPECIAL CONDITIONS
CONCLUSIONS
Design Flow > 2000 GPD
Suitable for Sewage Disposal
Public Water Supply Watershed
Unsuitable for Sewage Disposal
Probable High Groundwater
Additional Investigation Req'd
Slope > 25 percent
Wet Season Monitoring Re 'd
Perc Rate < 1 min/inch
Retest During Wet Season
Perc Rate > 30 min/inch
Licensed Engineer Plan Req'd
Ledge < 5 feet below grade
Other:
Limited Suitable Area
Open Watercourse or Wetlands
Flood Plain / Seasonal Flooding
Max. G.W. < 36 inches below grade
DESIGN RECOMMENDATIONS/COMMENTS
Form completed hy: r
(Certified Local Health Agent or P.E.)
Accuracy assured by (If P.E. completed form): f —
T�(Certified Local Health Agent)
Others present for site investigation (Engineer, developer, installer etc.):
n w ��
4y
r�bSUR•4P�y
Town of South Windsor — Health Department
1540 Sullivan Avenue, South Windsor, CT 06074-2786
Phone: 860-644-2511 ext. 248 Fax: 860-644-7280
DESIGN RECOMMENDATIONS FOR REPAIR OF SEWAGE DISPOSAL SYSTEM
PROPERTY OWNER(S): Victoria McCulloch
STREET ADDRESS: 101 Gordon Drive, South Windsor
RESIDENTIAL (# of Bedrooms): 3
SEPTIC TANK: Install 1,000 gallon two -compartment septic tank with approved outlet filter.
LEACHING SYSTEM: 495 square feet of effective leaching area required.
System is to be designed with a maximum depth into original grade of eighty three (83) inches.
Minimum Leaching System Spread (MLSS) need not be addressed due to suitable soil conditions of receiving
soils.
SPECIFIC INSTRUCTIONS:
1. Permit application to be completed and permit fees to be paid in full at time of application submission.
2. Installer's construction plot plan (drawn to scale) to be submitted and approved by this office prior to
issuance of permit to construct.
3. Plot plan must indicate location of proposed structure, water supply, septic system, embankments,
watercourses, property lines, and existing and proposed finished grades. Benchmark to be set and indicated
on plan. Note on plan that existing septic system is to be properly abandoned. Wells on adjacent properties
must be located and verified to meet minimum separating distances with proposed septic system (in
accordance with Table 1 of Connecticut Technical Standards for Subsurface Sewage Disposal Systems). If
adjacent properties are served by public water it must be noted on plan.
SIGNATURE: JA�t'n(
qNJJ4V,
DATE: 718 )19
SCANNED
Town of South Windsor — Health Department
'o 1540 Sullivan Avenue, South Windsor, CT 06074
Phone: 860-644-2511 ext. 248 Fax: 860-644-7280
PERMIT TO DISCHARGE
Approval is hereby given to V k'Omc�ul- in accordance with Public
(Property Owner)
Health Code Section 19-13-13103e (h) to discharge to a subsurface sewage disposal system located at
(Street Address)
in the town of ESL . \K1,tksor , CT that will receive domestic sewage from a:
Residential building containing '13. bedrooms. Single family (Y/N):
Restaurant containing seats.
Commercial/Office building providing square feet.
Other structure as described:
Design Flow =_ y50 _ gallons per day. Permitted Flow = y SO gallons per day.
The design flow shall equal the permitted flow, except for non -compliant repairs (See Section IV D).
In order to provide a sufficient factor of safety it is recommended that the average daily discharge not
exceed 2/3 of the permitted flow or 300 gallons per day.
Operation and Maintenance: Septic tank shall be inspected regularly and pumped as needed but not
less frequently than every five years. The septic tank has an effluent filter (Y/N)_. Effluent filters
require periodic cleaning. Failure to clean filters can result in sewage backup into the building or effluent
breakout. Restaurants serviced by external grease interceptor tank(s) require quarterly inspections and
cleaning as necessary. Tank pump -outs tracked by local health department (Y/N) tj . If yes,
stipulate pump -out requirements:
Special Requirements and Restrictions: 1. In the future, if there is a septic_system_ malfunction or
failure. it must be addressed.
Exceptions (Repairs Only):
File Information: Construction Permit No. . Approved as -built on file (Y/N)
Date of Final Inspection: � e + Inspected By: Sycuy-\L,(omnh
Permit Issuance: Issued by: �:�c c�� ny� Title: r---v\,j ,
Signature: y � Date: `7 i23 � 1''` _^
MATERIALS TESTING, INC.
1.7 55 LAURA STREET - NEW HAVEN, CONNECTICUT 06512 - (203) 469-5216
` *w0l' 42 BOSTON POST ROAD - W1LLTMA,N'.nC, CONNECTICUT 06226 - (860) 423-1972
DATE: 07-02-14
REPORT: M-1331
CLIENT:
Desiato Sand & Gravel
999 Stafford Road
Storrs, CT 06268
PROJECT:
Client's Information
OF CONM� •.�f
SUBJECT:
WASHED SIEVE ANALYST ASTM .C-136 D-1140
Material:
Concrete Sand
- r
Source:
Desiato Sand and Gravel, Storrs, CT
Y
;,�o� tEntsGo G�
Sampled:
by and delivered to MTI by client on 6/27/14
''�► I t++'`
Sieve. Size Percent Passing
ASTM C-33
9/s" .(9.5rnrn) 100
100
#4 (4.75mm) 99
95-100
48 (2,36mm) 81
80-100
#16 (1.18mm) 58
50-85
#30 000um) 34
25-60
#50 (300pm) 15
10-30
#100:(150pm) 4
2-10
qp
Fineness Modulus 3.0
2.3-3.1
This material as sampled and delivered meets the listed specification.
Materials Testing, Inc.
R((ic11hard C. Kearns
W
1
William J. Soucy
16c: Client
IW1b
SCANNE�.-
1663 reports mew not bs reproduced without the exprom pormi-eton of Meteriala Testing. Inc. Results ordy rrtnte to lernu tested.
Town of South Windsor — Health DepartmentRECE1VED
1540 Sullivan Avenue, South Windsor, CT 06074
Jul- 0 9 2014
Phone: 860-644-2511 ext. 248 Fax: 860-644-7280
SOUTH WINDSOR
HEALTH DEPT
APPLICATION FOR APPROVAL TO CONSTRUCT A SUBSURFACE SEWAGE DISPOSAL SYSTEM
Application/Permit
To the Director of Health, Town of } , U ah ,; 'r- Date: b cl •�� I
Application is herebymadefor
an app rova i to construct a subsurface sewage disposal system for a:
Pi t N r,1Ii
(Residential Building, Restaurant, Retail Building, etc.)
located at: Lot GD f e --, d f
(Street Address, Lot Number, Subdivision Name, Map, Block, Lot, etc.)
New System l �e��Address--S—&K-<—,
Addition Repair
Owner Ld 1
Installer. Address L
7S Other
�r
Tel.No. 'i 4 01 09
Te1No. 9-�O 216647
Installer License No- 3 (j
In accordance with detailed information stated below:
ti
Application fee paid 7'10� Siped -
J
(Owner or duly authorized representative)
GENERAL INFORMATION
Soil Tests Conducted (Date): ` 1 Lot size
Area of Special Concern (Y/N): N lfyes, Reason(s):
Basis of Design (# of Bedrooms, Restaurant Seats, Building Size, etc.): S (L-V .\ ykx; I
Engineered Plan Required (Y/N): N� If yes, Name of Engineer:
Address of Engineer:
Design Plan Approved (Y/N): l Date of Approved Plan: JA► i-, ` -vision Date:
Type of Water Supply to\- If well, has location been approved (Y/N):
Well Driller's Name: Address:
OFFICE USE ONLY
Approval to Construct issued by: Date: -7 4"\
(Director of Health o Registered Sanitarian)
Signature:
Title:
SCANNED
RECEIVED
r
"Ul 0 3 2014
SOUTH NDSOR
1/ HEALTH DEPT.
I
o.� FolP T
r
i �v
A P PROVED
TOWN OF SOUTH WINDSOR
HEALTH DEPAR MENT
DATE:
SIG:A_
7 � � ICE i1 �i:�r� i..C,Y+'1 rt^^I"fl'1Zi�'t• � ! C.,�C{�1 �' lJl��l e��1 �'YJ;,��J r7�,i! G:� �i ��i r`
J) (Ao"r
��t�c� r�C-rr. ❑ +'�' r� r� �cs.nc�r.��ILG SCANN.,.
.
* LIS Zf A I f .0 ► o k [rc,,t k = y95s -
*V`'LLSS
Town of South Windsor — Health Department
'off° 1540 Sullivan Avenue, South Windsor, CT 06074
Phone: 860-644-2511 ext. 248 Fax: 860-644-7280
yam( 7 p'Fp QR
r.
SEPTIC SYSTEM AS -BUILT PLAN
Date_ 1 6 �l 1 _ / Permit Number
Street Address to G6, sX, d r`
New Septic System Y) Repair of Septic System Alteration of System
Number of Bedrooms 113 OR Design Flow of Building
Type of System
Installed m o njl S
(e.g. stone trenches, infiltrators, galleries etc.)
Square Footage of System: Total Length y f Width_ S
Effective Leaching
Area
Capacity of Tank I UUO Tank: New x Existing
Length of House Sewer Pipe Ca
Minimum Distance Between Septic Tank & Foundation
Minimum Distance Between Leaching Field & Foundation 5—
Minimum Distance Between Sewage System & Nearest Well
Public Water Supply X >G
Minimum Distance Between Leaching System and Property Boundary (Z)0
Curtain Drain Required? k) U
Minimum Distance From Leaching System to drains A )114 .
(curt4in, foundation, storm water, etc.)
***DRAFT DRAWING ON REVERSE SIDE OF FORM
SEPTIC SYSTEM
Address / 01 G-UV`CJ O n J�-
Location of 5y
AS-BUILT PLAN (Continued)
(N. S. E. W., Front, Back)
Z
Date ev �• / ,
side of house
Draft a substantially correct drawing showing separation distances of septic system insallation.
Include all of the following information to provide an accurate record of the entire system
location:
At least two sides of the building nearest the system, septic tank, house sewer,
distribution boxes, trench ends, dry wells, curtain drain, potable water supply wells, and any
other features affecting the system and its location.
Installer's Name J 0vy_<t License #
Installer's Address % Fel .r- S) L � P
(street, city, state, zip code)
Installer's Email
\:y�- ks-
Point
#1
#2
#3
#4
#5
#6
#7
#8
Distance from corner "A"
Distance from corner "B"
Distance from .corner "C"
Distance from corner "D"
RFc.
N
i
on Pole, sly yU
19
9s`
I 1(S�6'rdc, n Ate-,
(DrIu
► Frba s
rq
7o?' a r,
ci p
1'+
eL "J.1 uo, �-)
S,y,d,oL,ry\ nol 4v e-A te,.,e� A 1-7 r'lle
01 tl �roy-k
G(j,
us T6,Z-,
s CANNEE
° Town of South Windsor — Health Department
x �
Subsurface Sewage Disposal System Inspection Report
PROPERTY LOCATION: _ (� (-,�,r �L,n L�'v
80T T0M-OF-EXCA, tT . �T c ��.�� . DATE: ] r o + INITIAL
PERCOLATION TEST "FILL CHECK": DATE: Aj A- INITIAL
DEPTH HOLE #
DEPTH HOLE #
TIME
READING
TIME
READING
PERC
PERC
-Tlr k t1 Szwcx- I ►�.
FINAL INSPECTION: SANITARIAN ,(,., �,.� DATE: Lw, , V,,
1. SEWER LINE:
A. SEWER LINE CEMENTED AT FOUNDATION (Y/N) ................APE LENGTH 'ol�� b
PITCH (.25 inches per foot min) REQUIRED 5, ►3 FT ................ PROVIDED gy FT
X D. PIPE TYPE & ASTM SPEC. �i5...... ...PIPE SIZE (INCHES)
H
�2. SEPTIC TANK:
A. MANUFACTURER DATE MFD 1 -7 SIZE. l 000 GALLONS
B. TANK COMPARTMENTS PLACED PROPERLY (Y/N)....:-.......................................... y
C. INLET BAFFLE (not in middle of opening). ' ........ OBSERVATION OPENING (slag removal)
D. OUTLET BAFFLE FILTER TYPE (A�1n__ ry sti c v, `Ij RISERS NEEDED (Y/N) , SIZE S
E. TYPE OF PIPE �_3s_ (approved by code)
3 PUMP CHAMBER/GREASE TRAP: ij1,
A. PUMP CHAMBER MANUFACTURE ... SIZE GALLONS
B. TYPE PUMP ............PUMP ALARM CHECKED (YIN)_ _
C. FLOAT CONTROL ELEVATION VERIFIED (Y/N). ......TYPE OF PIPE
D. GREASE INTERCEPTOR TANK SIZE GALLONS ........ MANUFACTURER
4. D BOXES:
A. LEVEL (Y/N) SERIAL DISTRIBUTION (High level overflow within top 3").......
C. LEVEL SYSTEM (Ends tied together) (Y/N)
5.
TRENCHES:
A. LENGTH OF TRENCH ............ 1. pis f 2. 3. 4.
B. GALLERIES (stone around all units).1. 2._ 3. 4.
C. CENTER -TO -CENTER SPACING FILTER FABRIC PRESENT (Y/N)
D. APPROVED AGGREGATE FREE OF SILT DIRT & DEBRIS (Y/N).
F. AGGREGATE MEETS PHC SPECIFICATIONS (Y/N)_ TYPE OF PIPE
G. LEACHING SYSTEM DESCRIPTION: V—c,, ti'
6. SEPARATION DISTANCES CONFORM WITR APPROVI
SEPARATION DISTANCES FIELD VERIFIED (Y/N)
PASS FAIL COMMENTS:
5. 6.
5. 6. T
TYPE
WELL INSPECTION: SANITARIAN
WELL LOCATION CaP
Rev. April 2012
FINAL INSPECTION ELEVATIONS
�v_
PROPERTY LOCATION: _ I0Cxa �_r; c TOWN: &,,,� W,, J& ar
PROPERTY OWNER:
INSTALLER:
SANITARIAN: S�, DATE:
LEVEL TO BENCHMARK (ROD READING)
BENCHMARK ELEVATION
HEIGHT OF LEVEL
ROD READINGS
"I'
b
TOP OF PIPE
DISTANCE TO INVERT
I (Top of pipe & diameter of pipe)_
INVERT ELEVATION
SEWER LINE
Li y
SEPTIC TANK INLET
EPTIC TANK OUTLET
y„t11�
PUMP/GREASE TRAP INLET
PUMP/GREASE TRAP OUTLET
D-BOX # 1 INLET
y .'70
FLOWLINE RIGHT
FLOWLINE LEFT
OUTLET
D-BOX # 2 INLET
FLOWLINE RIGHT
FLOWLINE LEFT
OUTLET
D-BOX # 3 INLET
FLOWLINE RIGHT
FLOWLINE LEFT
OUTLET
TRENCH # 1
oe
RIGHT
Li • 5-
6.6
1149
LEFT
6 . i
3 • 2X. "
TRENCH # 2
RIGHT
LEFT
TRENCH # 3
RIGHT
LEFT
INVERT ELEVATION = Top of Pipe + Diameter of Pipe — Height of Level
HEIGHT OF LEVEL = Benchmark + Rod Reading
Reference:
Page 2
Town of South Windsor, CT
o GIS PIN 36300101 Account 36300101
�,.
Property Listing Report
Property Information
roperty Location
101 GORDON DRIVE
Owner
MCCULLOCH VICTORIA S
Co -Owner
101 GORDON DRIVE
SOUTH WINDSOR CT 06074
Mailing Address
Land Use
101 Res Dwelling
Land Class
R
Water Service
FCONNECTICUT WATER 860.623.3355
Photo
Primary Construction Details
Year Built
1965
Stories
1.0
Building Style
Raised Ranch
Building Use
Residential
Building Condition
C+
Floors
Carpet
Total Rooms
Sewer Service
Census Tract
4871
Neighborhood
Zoning Code
A20
Acreage
0.49
Book/Page
1901/ 320
Lot Setting/Desc
Trash Day
WEDNESDAY
Sketch
Bedrooms
3
2
1
Full Bathrooms
Half Bathrooms
Bath Style
Average
Kitchen Style
Average
Roof Style
Gable
Roof Cover
Asphalt
Exterior Walls
Wood Shingle
Interior Walls
Drywall
Heating Type
Hot Water
Heating Fuel
Oil
AC Type
Gros EtdglVea,o
3324
11'ot4l Yvio; re!
4# W 1 VC/ -
Report Created On 7/7/2014
Town of South Windsor, CT
;4 Property Listing Report GIS PIN
36300101
Account 36300101
Valuation Summary (Assessed value = 70% of Appraised Value)
Item
Appraised
Assessed
Buildings
Outbuildings
Improvements
Extras
Land
Total
0
Sub Areas
Sales History
Owner of Record
Outbuilding and Extra Items
Book/ Page Sale Date Sale Price
MCCULLOCH VICTORIA S
1901/ 320
5/4/2007
0
MCCULLOCH MALCOLM C $ VICTORIA S
815/ 79
10/3/1994
135500
MCCULLOCH MALCOLM C & VICTORIA S
815/ 79
10/3/1994
135500
Report Created On 7/7/2014
Map Unit Description: Agawam -Urban land complex, 0 to 8 percent slopes ---State of Connecticut
State of Connecticut
229B—Agawam-Urban land complex, 0 to 8 percent slopes
Map Unit Setting
Elevation: 0 to 1,200 feet
Mean annual precipitation: 43 to 56 inches
Mean annual air temperature: 45 to 55 degrees F
Frost -free period: 140 to 185 days
Map Unit Composition
Agawam and similar soils: 40 percent
Urban land: 35 percent
Minor components: 25 percent
Description of Agawam
Setting
Landform: Outwash plains, terraces
Down -slope shape: Linear
Across -slope shape: Linear
Parent material: Coarse -loamy eolian deposits over sandy and
gravelly glaciofluvial deposits derived from granite and/or schist
and/or gneiss
Typical profile
Ap - 0 to 8 inches. strongly acid, fine sandy loam
Bw1 - 8 to 14 inches: strongly acid, fine sandy loam
Bw2 - 14 to 24 inches: strongly acid, fine sandy loam
2C - 24 to 60 inches: strongly acid, stratified very gravelly coarse
sand to fine sand
Properties and qualities
Slope: 0 to 8 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Well drained
Capacity of the most limiting layerto transmit water (Ksat).- High(1.98
to 5.95 in/hr)
Depth to water table: More than 80 inches
Frequency of flooding: None
Frequency of ponding: None
Available water storage in profile: Low (about 4.8 inches)
Interpretive groups
Farmland classification: Not prime farmland
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 2e
Hydrologic Soil Group: B
Description of Urban Land
Typical profile
H - 0 to 6 inches: , material SCANAWr_
usDA Natural Resources Web Soil Survey 717i2014
Conservation Service National Cooperative Soil Survey Page 1 of 2
Map Unit Description: Agawam -Urban land complex, 0 to 8 percent slopes ---State of Connecticut
Interpretive groups
Farmland classification: Not prime farmland
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 8
Minor Components
Merrimac
Percent of map unit: 5 percent
Landform: Karnes, outwash plains, terraces
Down -slope shape: Linear
Across -slope shape: Linear
Walpole
Percent of map unit: 5 percent
Landform: Depressions on terraces, drainageways on terraces
Down -slope shape: Concave
Across -slope shape: Concave
Hinckley
Percent of map unit: 5 percent
Landform: Eskers, terraces, kames, outwash plains
Down -slope shape: Convex
Across -slope shape: Convex
Udorthents
Percent of map unit: 5 percent
Down -slope shape: Convex
Across -slope shape: Linear
Scarboro
Percent of map unit: 3 percent
Landform: Drainageways, depressions, terraces
Down -slope shape: Concave
Across -slope shape: Concave
Unnamed, red parent material
Percent of map unit: 2 percent
Data Source Information
Soil Survey Area: State of Connecticut
Survey Area Data: Version 11, Nov 19, 2013
LtSDA Natural Resources Web Soil Survey 7/7/2014
Conservation Service National Cooperative Soil Survey Page 2 of 2