HomeMy WebLinkAboutSoil Testing Results - 70 OAKES DRIVE 8/15/2003 1 li Ij
Town of North Andover, Massachusetts Form No. 1
NORTIy BOARD OF HEALTH rf
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APPLICATION FOR SITE TESTING/INSPECTION
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Applicant "`") A�f%/! ;! �-✓� .,.° .
NAME ADDRESS TELEPHONE
Site Location
Engineer ,�' ` f' � '' `'"''�' •' ' ' ''
NAME ADDRESS TELEPHONE
Test/Inspection Date and Time
ji CHAIRMAN,BOARD OF HEALTH
Fee ?Cr' ` Test No.
S.S. Permit No. D.W.C. No. C.C. Date Plb'g. Permit NO.
BONRD OF HEA T11
NORTH ANDOVP\/1, MA 01845 ,
PLICATION FOR SOIL TEST
DATE: _J y �;: MAP &PARCEL:
LOCATION OF SOIL
OWNER: ���U;�, Tug ���� TEL. NO.:
ADDRESS: :�..��� ,�'o �
ENGINEER: w - rq�1 r►�ti(,t %it; a�c TEL. NO.: q 7 -t'3
CERTIFIED SOIL EVALUATOR: R'c
Intended Use of Land: Residential Subdivision Single Family Home Commercial
Is This:
Repair Testing: Undeveloped lot testing:
In the Lake Cochichewick Watershed? Yes No
THE FOLLOWING MUST BE INCLUDED WITH THIS FORM
1. Proof of land ownership (Tax bill, or letter from owner permitting test)
2. Plot plan & Location of Testing
3. Fee of$425.00 per lot for new construction. This covers the minimum two deep holes and
two percolation tests required for each disposal area. Fee of$200.00 per lot for repairs or
up Lades. (If time is not critical, fee for repairs is $75.00)
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;
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 Bo;
of Health showing the location of all tests (including aborted tests).
'7. Within 60 days of testing soil evaluation forms shall be submitted.
` r a Please Do Not Write
Below This Line
d E ' N.A. Conservation Conunission Approval:
p Date Received: Check Amount: 'heck Date:
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PT 2B (see const. note
\ TP 4
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3 'SCH. 40 PVC \ - —
\ FORCE MAIN
1000 GALLON
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1500 GALL ON
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SEPT!C TANK _-
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DESIGN DATA
PERCOLATION RATE: 6 MIN./INCH
CLASS II EFFLUENT LOADING RATE 0.70 GALLONS PER DAY PER SQ, FT.
DESIGN FLOW: 4 BEDROOMS x 110 GALLONS PER BEDROOM = 440 GALLONS
SYSTEM SIZE REQUIRED: 440 GALLONS PER DAY / 0.70 = 629 SQ. FT.
629 SO. FT. REQUIRED / 6.53 SQ. FT. EFFECTIVE LEACHING AREA PER FOOT OF INFILTRATOR CHAMBER
= 96.32 LINEAR FEET OF INFILTRATOR CHAMBER REQUIRED. 96.32 / 6.25 = 15.41 INFILTRATOR UNITS REQUIREC
SYSTEM SIZE PROVIDED: 2 ROWS OF 8 CHAMBERS EACH ROW. TOTAL LENGTH = 100 FEET (650 SQ. FT. EFFECTI\
SEPTIC TANK REQUIRED: 200% OF DAILY FLOW = 2 x 440 = 880 GALLONS
SEPTIC TANK PROVIDED: USE NEW 1500 GALLON MICRO FAST SEPTIC TANK
USE NEW 1000 GALLON PUMP CHAMBER
PERCOLATION TEST
DATE: 9/5/03
HOLE # PT 1 PT 26 (B-LAYER) PT 2C (C-s,-ER)
ELEV. 181.30 193.90 189.60
DEPTH OF PERC. 13"/16° 30"/19"
START PRE SOAK TOO 2:30 2:44
END PRE SOAK WET 2:45 2:59
TIME 0 12" TO 2:45 2:59
TIME ® 9" PERFORM 2:54 3:14
TIME @ 6" 3:03 3:30
TIME (9°-6") 9 MIN. 16 MIN.
RATE MIN./INCH ABORTED 3 MIN./INCH 6 MIN./INCA-
TEST PERFORMED BY BENJAMIN C. OSGOOD, jR. AND WITNESSED BY
LESLIE WHELAN, MILL RIVER CONSULTING.
SPECIAL DESIGN NOTE
THIS DESIGN USES A FAST SYSTEM TO ALLOW A LEACH FIELD IN AN AREA WITH EE
LAYER MATERIAL IN LIEU OF THE 4' REQUIRED
GENERAL NOTES
1. SYSTEM NOT DESIGNED TO ACCOMMODATE A GARBAGE GRINDER.
2. SYSTEM SHALL BE MAINTAINED BY PUMPING EVERY TWO YEARS.
3. DEEP OBSERVATION HOLES PERFORMED ON SEPTEMBER 5, 2003 BY RICHARD C TANG.,�RD AND WITNESSED BY
LESLIE WHELAN, MILL RIVER CONSULTING.
4- IDNELLING LOCATION, TEST PIT LOCATION, AND TOPOGRAPHIC INFORMATION T,'.,,_, _ _ ;+ > , '�N THE GROUND SI
`JEW ENGLAND ENGINEERING SERVICES, 'NC. (NEES).
5. -iERE ARE NO WELLS LESS THAN 100 FEET =RCM THE PROPOSED 'Fr, SYSTEY
6. THERE ARE NO 'NETLANDS LESS THAN 150 FEET, NO TRIBUTARIES LESS THar: T_ =E� _ . ;0 RESERVOIRS LESS '
LESS THAN 50 FEET FROM THE PROPOSED SUBSURFACE DISPOSAL SYSTEM.
7 "ZEES HAS BEEN RETAINED TO FURNISH DESIGN AND CONSTRUCTION PLANS R T'+`_ ;1:E';URF.4CE DISPOSAL S
�FRV 'v �,cES CERT FJES - T -.. c D--,:G r -
_ r,o� �� N COMP t' `NITH iNE
ESSED R `,Ir .SASE r0 TH E,4T �R iii r��
ARE FCR THE t AL. NG THE .JBSJRFA( E _
BOOK 487.3, oAr ,32 =SSE:< NORTH PEG!STRY OF DE �)_
ALAN # 625 a. E< �, r- �!STR'r = DEEDS.
FORM 11 - . 01L EVALUATOR FORM
Page 2 of 3
Location Address or Lot iJo. _-/ (' �,��,
On-site Review
Deep Hole Number Date:.(. Time:..
Weather
Location (identify on site plan)
Land Use a
. . ..:..:.::..: ..... ..
.. Slope (/a) . ,'' Surface Stonesu ..
Vegetation ..:.::
Landform
Position on landscape (sketch on the back)
(stances from: -
Open Water Body :_>...11,0c1 feet Drainage way. feet
Possible Met,Area,,..-.1 7 feet Property Line ....
. feet ,
Drinking Water Well .y.45?.::.. feet Other .....
DEEP OBSERVATION HOLE LOG*
Depth from Soil Horizon Soil Texture Soil Color Soil ,
Surface (Inches) (USDA) (Munselq ther
g (Structure, Stones, Boulders,Consistency,
Gravel)
'13
(ap -�
Parent Material(geologic) as2L,&D 0 ut J I L L DepthtoBedrack: C
Depth to Groundwater: Standing Water in the Hole: it/ A/ Weeping from Pit Face: ti
Estimated Seasonal High Ground Water:
DEP APPROVED FORMi-12/07/95
kk
NOV
HEAL
6°