4404_ROSCANS_1975

February Ili 1975

LYDA ASSOCIATES
P. 0. Box 776
WEAVERVILLE, N. C. 2$787
Area Code [phone]
_.Raleigh, N.C. 27602
/CEIVED
J
.. FEU T ,,O O F UDUR S E D LI U Li-V L
DATE
January29 1975
JOB NO.
310
ATTENTION'
RE:.
Canton it r Landfill
GENTLEMEN:
WE ARE SENDING YOU X Attached ❑ Under separate cover via
❑ Shop drawings EX Prints ❑ Plans ❑ Samples
❑ Copy of letter ❑ Change order ❑
the following items:
❑ Specifications
i COPIES
DATE
NO.
DESCRIPTION
1Rey
1/22,/75
Canton Sanitary Landfj13. Plot Plan and Cross Sections
I
I
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted
Xl For your use ❑ Approved as noted
Xl As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 19
REMARKS
❑ Resubmit copies for approval
❑ Submit. copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
'OPY TO
SIGNED:e-tl,r� /
If enclosures are not as noted, kindly notify us at once. j

?1j
LYDA ASSOCIATES ENGINEERING •LAND PLANNING,; '°,
:1
POST OFFICE BOX 776 • WEAVERVILLE, NORTH CAROLINA 28787 • (764);645-7614-;,.'-.4.f
January 22, 1975 ROGER M. LYDA, N.S.P.E.
Mr. Jerry C. Perkins, Assistant Head
Solid Waste and Vector Control Branch
Sanitary Engineering Section
Department of Human Resources
P.O. Box 2091
Raleigh, N.C. 27601
Dear Mr. Perkins:
The enclosed plans for the Town of Canton landfill have been
revised in response to your comments of August 8, 1974, as
follows:
1. Dikes have been shown on cross -sections. The location
on the plan is indicated by contours.
2. Earth for construction of dikes, the 0.5 foot of cover
for each intermediate layer, and the 2 foot final cover
will require approximately 140,000 cubic yards of earth.
The topography and cross -sections have been extended to
include the source of the material. .11
3. Individual lift heights and planned intermediate cover
have been added to the cross -sections.
4. Additional berm swales have been added to the final
surface to break up the long 4% grade.
The spring box shown on the plan was constructed when the land-
fill was opened several years ago and was covered with an esti-
mated 50 feet of fill when our survey was made. There is no
cleanout or inspection well extending -to the present surface.
The exact location is unknown, and locating it with a pipe
locator is not possible due to the great quantity of metals in
the fill.
If there are any questions, or comments which require additional
revisions, please do not hesitate to call.
Very truly yours,
Roger M. Lyda, P.E.
RML:ml