HomeMy WebLinkAboutSoil Testing Results - 492 SALEM STREET 11/16/1998 h� Dv-Ob-98 10 : 14A North Andover Com_ Uev . buts Ct3t3 �b4z
BOARD OF HEALTH TEL, 685-9540
NORTH ANDOVER, MASS. 41 845
APPLICATION IL TESTS
DATE: November 16, 1998
LOCATION OF SOIL TESTS: 492 Salem Street
Assessor's map & parcel number: Map 38 Parcel 2 Lots B,C an D
OWNER: Michael J. Demird.ian TEL. NO.:
ADDRESS: 492 Salem Street North Andover, MA 01845
ENGINEER:-Qla tan A. Morin TEL. NO.: (978)531-°8121
CERTIFIED SOIL EVALUATOR: . Mau Godwin (978)282-3138
Intended use of land: residential subdivision, single family home, commercial
Repair testing Undeveloped lot testing x
N. A, Conservation Commission Approval:
THE FOLLOWING MUST BE INCLUDED WITH THIS FOR
1. Proof of land ownership (Tax bill, deed, or letter from owner permitting
tests)
2. Plot plan
3. Fee of 1275.00 per lot for new construction. This covers the minimum two deep holes
and two percolation tests required for each disposal area. Fee of$75.00 per lot for
repairs or upgrades.
GENERAL INFORMATION
1. Only Certified Soil Evaluators may perform deep hole inspections.
2. Only Mass. Registered Sanitarians and Professional Engineers can design septic
plans.
3, At least two deep holes and two percolation tests are required for each septic system
disposal area.
4. Repairs require at least two deep holes and at least one percolation test, at the
discretion of the BOH representative.
5. Full payment will be required for all additional tests within two weeks of testing.
6, Within 45 days of testing, a scaled plan (no smaller than 1"-100') shall be submitted to
the Board of Health showing the location of all tests (including aborted tests).
7. Within 60 days of testing soil evaluation forms shall be submitted.
PERCOLATION TEST DATA
PROPERTY ADDRESS SALEM ST., NORTH ANDOVER MA. PERFORMED by ALEXANDER PARKER
NAME OWNER MR. + MRS. DEMIRDJIAN WITNESSED by MR. CARLTON BROWN
MAP 38 LOT 2 DATE 12/10/98
LOCATION IN FRONT YARD TIME 15:00 PERK# P-B1 LOCATION IN FRONT YARD TIME 15:30 PERK# P-B2
IN FRONT OF THE MAIN IN FRONT OF THE MAIN
HOUSE HOUSE
OBSERVATION HOLE TP-Bl OBSERVATION HOLE TP-B2
DEPTH of SHELF 42" DEPTH of SHELF 40"
DEPTH of HOLE 181, DEPTH of HOLE 18"
START PRE-SOAK 15:10 START PRE-SOAK 15:30
END PRE-SOAK 15:25 END PRE-SOAK 15:45
TIME at 12" 15:25 TIME at 12" 15:45
TIME at 9" 15:32 TIME at 9" 16:01
TIME at 6" 15:43 TIME at 6" 16:31
TIME 9"to 6" 11 MIN. TIME 9"to 6" 30 MIN
RATE 4 MPI RATE 10 MPI
SITE PASSED PASSED SITE PASSED PASSED
COMMENTS COMMENTS
CONDITIONS AT SITE
OWNER DID NOT WISH 4 HOUR SOAK at this TIME
OWNER WISHES to TRY PERK in DRIER TIME
OWNER WISHES to THINK ABOUT IT
CREDIT FOR HOURS WILL BE GIVEN TO OWNER or TIME TAKEN OFF INVOICE at this TIME(CUSTOMERS CHOICE)
DEEP OBSERVATION HOLE LOG for TEST PIT TP-B1
DATE 12/10/98 TIME AM WEATHER SUNNY, 30 F ADDRESS and LOCATION
SALEM ST., NORTH ANDOVER MA.
LAND USE SLOPE LANDFORM VEGETATION SURFACE STONE
UNDEVELOPED 0-1% OUTWASH PLAIN VARIOUS NONE
DISTANCES from in FEET:
DR-INKING WELL OPEN WATER POSE. WET AREA DRAIN WAY PROP. LINE
1001+ 2001+ 1001+ 501+ 30'+
DEPTH HORIZON TEXTURE COLOR MOTTLES STRUCTURE, STONE, ETC.
0-20 Ap FINE SANDY 10YR 3/2 NONE SEEN FRIABLE, GRANULAR, WEAK,
LOAM MOIST
20-26 Bw FINE SANDY 10YR 5/6 NONE SEEN FRIABLE, GRANULAR, WEAK,
LOAM MOIST
26-110 C1 FINE/MEDIUM 2.5Y 7/9 AT 33"2.5YY$3 GRAIN,
SAND STRUCTLJRELESS, MOIST
NO REFUSAL
PARENT MATERIALGLACIAL OUTWASH DEPTH BEDROCK 110"+ STAND WATER ND WEEPING ND
ESTIMATED SEASONAL HIGH GROUNDWATER AT 33" SKETCH PROVIDED YES FLAGGING YES
DEEP OBSERVATION BOLE LOG for VEST PIT # TP-B2
DATE 12/10/98 TIME AM WEATHER SUNNY, 30 F ADDRESS and LOCATION
SALEM ST., NORTH ANDOVER MA.
LAND USE SLOPE LANDFORM VEGETATION SURFACE STONE
UNDEVELOPED 0-1% OUTWASH PLAIN VARIOUS NONE
DISTANCES from in FEET:
DRINKING WELL OPEN WATER POSS. WET AREA DRAIN WAY PROP. LINE
1001+ 2001+ 1001+ 501+ 30'+
DEPTH HORIZON TEXTURE COLOR MOTTLES STRUCTURE, STONE, ETC.
0-9 Ap FINE SANDY 10YR 3/2 NONE SEEN FRIABLE, GRANULAR, WEAK,
LOAM MOIST
9-23 Bw FINE SANDY 10YR 5/6 NONE SEEN FRIABLE, GRANULAR, WEAK,
LOAM MOIST
23-96 C1 FINE/MEDIUM 2.5Y 7/4 AT 43" 7.5YR 6/8 LOOSE, SINGLE GRAIN,
SAND 2.5Y 8/1 STRUCTURELESS, MOIST
NO REFUSAL
PARENT MATERIALGLACIAL OUTWASH DEPTH BEDROCK 9611+ STAND WATER ND WEEPING ND
ESTIMATED SEASONAL HIGH GROUNDWATER AT 43" SKETCH PROVIDED YES FLAGGING YES