HomeMy WebLinkAboutSpring St. #86-5251977E-1214-77-54 'e-_ °F M
JAMES
Io MICHAEL
{ DUNN
o.
SCHOFIELD BROTHERS, INC. � \9�%'ST53e
5T �
PROFESSIONAL ENGINEERS • REGISTERED LAND SURVEYORSO N�
1071 WORCESTER ROAD • P.O. 80X 1081 • FRAMINGHAM, MASS. 01701 > TELEPHONE (617187 003
REPORT OF SOIL EXAMINATION FOR
MANSFIELD BOARD OF HEALTH
6,pplicant: Joseph R . Vicino Application # 211 Date: May 25, 1977
Location:&o Spring Street
Mail Address: 210 School Street Mansfield Tel. No.:
Engineer: James R. Freeman, P. E.
Mail Address: 429 North Main St. , Attleborough, MA Tel. No.: 222-2360
Inspection By: James M. Dunn, P.E. N.B. #911-A Page(s) 57
,oil Log:
est Hole #1 Test Hole #2 Test Hole #3
O - 12" Topsoil. & subsoil 0 - 18" Topsoil & subsoil 0 - 12" Topsoil & subsoil
12 - 60" Clean sand & gravel 18 - 36" Clean sand & gravel 12 - 60" Sandy gravel
36 - 42" Clay
round water depth: 1217
( in Spring)
Test Hole #4
-round water depth:
'ercolation Test Data:
Test Hole # 1
Depth: 2011
Rate: 5 m p.i.
:ecomrnendations: Lot is acce
Ground water depth: 24"
Test Hole 45
Ground water depth:
1 & 3. Test Hole #2 is unacceptable.
Test Hole #
Ground water depth: 12"
(in Spring)
Test Hole #6
Ground water depth:
Depth:
Rate:
system must be des igned7over Test Holes
Much fiTl will berequired and must be strict
controlled when begin placed below the leaching area
Town Water Available (X)
with offices in Framingham • Orleans • Nantucket
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130'
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Office at
50 West Street
JAMES
fdI CH, t EL
DUNN
N0- 23538
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Applicant: Willowdale Golf Course, Inc. Application # 63 DateMareh 15, 1979
Location: Lot #1 (easterly) Spring Street (between 194-218 Spring Street)
Mail Address: Tel. No.: 339-3197
Engineer: Brant Howarth Assoc. (Jay Abely)
Mail Address: P.O. Box 64, Taunton, MA Tel. No.: 947-1090
Inspection By:
Soil Log:
Test Hole #1
0-32" Topsoil & Subsoil
32"-84" Clean Sand & Gravel
Groundwater depth: 52"
Test Hole #4
Ground water depth:
Percolation Test Data:
Test Hole # 2
James M. Dunn, P.E. N.B
Test Hole #2 Test Hole #3
0-16" Topsoil & Subsoil
16-66" clean Sand & Gravel
Groundwater depth: 38" Groundwater depth:
Test Hole #5 Test Hole #6
Ground water depth: Ground water depth:
Depth: 24"
Rate: 2 M.P.I.
Recommendations: Lot is
Town Water Available( x)
Test Hole #
45
Depth
Rate: a
TIM nl IAOFIEU) �
APPLICATION FOR 0 SITE SEWAK TESTIVC,
oa to ) /) > m
Fee Pa 1 d
Lot to be tested, address
Owner of Propert, ow,�
Address
Eani�eer N r� __.Y Lr !_ '�` f '� S.t_r F�inne r, '
Llcc:nsed installer
Address_
_s
1. If lot is on an existing street you most get a numhere,d address. from
two Town Assessors, in order For We WWI of Health to take action on
the application.
2. Fee $,;j.00
3. Gn-site sewage testing in SMSUA 111LI mbcr I to April 30.
4. For out -of -season testing $100 deposit after the hoard of Health gives
approval for testing.
5. All seasonal testing applications r;tlS'f be received by I"arch 31.
6. You must know before the Town's Cnqinoer cones out to your lot, as to
where you wish to have on -site sewage testing done.
7. Requirements needed at time ,jf testing;
a, ynnr (win engineer
b, back -Am, or similar equipre_nt, which would be able: to dig
10-12 feet for pits or gallery trenches.
c, enough water for on -site ,gain,; testing
1 copy for applicant
1 copy for treasurer
I copy for- Goa rd of Ilea 1 t.,
tn,
JAMES
MICHAEL
DUNK
No. 23538 Q
Office at
50 West Street
Applicant: Willowdale Golf Course, Inc. Application # 62 Date! a ch 15, 1979
Location: Lot #2 (westerly) Spring Street (between 194-218 Spring St.)
Mail Address: Tel. No.: 339-3197
Engineer: Brant Howarth Assoc. (Jay Abely)
Mail Address: P.O. Box 64, Taunton, MA Tel. No.: 947-1090
Inspection By: James M. Dunn, P.E. N.B.
Soil Log:
Test Hole #1 Test Hole #2
0-21" Topsoil & Subsoil 0-24" Topsoil & Subsoil
21-72" Clean sand & gravel 241"-841" Clean sand & gravel
Ground waterdepth: 53"
Test Hole #4
Groundwater depth:
Percolation Test Data:
Test Hole # 1
Ground water depth: 64"
Test Hole #5
Ground water depth:
Depth: 36"
Rate: 2 M.P.I.
Recommendations:
Test Hole #3
Ground water depth:
Test Hole #6
Ground water depth:
Test Hole #
Depth,
,Y`
"vvvn vvawi r VanaulvV.
/'Pt_I(IATION FOR v: _`,rrE ,r1��tGc lES71",;
PER VO'N
,y31 i6ky�aL �� c 5 4a
Fee Pelid
Lot: to be tested, � rir<.,,s %7Fi5 � -. /S IUOT �i �lJT /1
D-nwr of Prr);wrt,.- � 14w?4 0-44_. 0/ ���1J .. ��.--Pt one
F
Address
�i ,� �'✓' u'iro f,
--
v.
Enginecr Plione_`i `�>
J (1c
Licensed Insta 101
PtIono
F,ddres`�
1. If I o t is on an eexietii) streot you mist qet a IIumhered address from
ii, order for the i>oat'd of ,leolth to take action on
th'e application,
'. Fec $'� �.A
3. Gn-sit ;e�io,_], tt�stin9 in 1 ^'),=r 1 to April 30.
t+, For ont of-=.c,� ,n Cts tl nq $lO�' cirn.:.iL I_tr the Board of Ilcolt-h give:;
appIOvol for t� tiuy,
< fall ;,,psonal testinq applications IoI','I !>e received by Plarch ?1.
You must -:nuw before. the Town's ingineer cocK!s out to /our lot, as to
Where you wL to have on-sito S'waga testing done,
7. Require,,-ws naed,d at tier of Cc;ting;
a, ynnr- own onin:�c.r
b. back-Ir,e or sir;iilarequip:.ent, ,.t:,,ici would be able to d'in
1C-12 feet for pits or caalley trenches,
C. arnulgll o-ltor for nn-site cr•�,r.1,-.- le•stinr
I copy Ior applicant
1 copy for tro';<urr,l.
I copy for roard „i I�ea1th
Va