HomeMy WebLinkAboutCorrespondence - 495 REA STREET 4/18/2002 Town of North Andover Q �°RTH q
Office of the Health Department
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Community Development and Services Division
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27 Charles Street * °4 � x• 4
North Andover,Massachusetts 01845 �93 SRCHU5
Sandra Starr Telephone(978)688-9540
Health Director Fax(978)688-9542
April 18, 2002
Adrian F. Crowe
495 Rea Street
North Andover,MA 01845
Re: Application for an addition
Dear Adrian:
Your application for an addition at 495 Rea Street has been reviewed by the Health Department. The application was
denied on April 16,2002 for the following reasons:
1. X Missing information
2. X Passing Title 5 inspection of septic system may be required
3. ❑ Location of structure not acceptable
To address the problem(s):
If#1 is checked, please supply:
a. Floor plan of the existing house and the existing house with the proposed addition
b. Certified plot plan showing house,septic system and proposed project in scale
If#2 is checked:
a. Have the septic system inspected by a certified Title 5 inspector to determine the size of the
system and whether it is operating properly: OR
b. Tie-in to municipal sewer
If#3 is checked:
a. Relocate the project
Please feel free to call the Health Office at 978-688-9540 with any questions you may have.
Sincerely,
Brian J.LaGrasse
Health Inspector
Cc: Building Department
David McGlauflin,21 Turner Dr.,North Reading,MA 01864
File
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 NURSE 688-9543 PLANNING 688-9535
swric PLAN SUBMITTAL FORM
LOCATION: °
NEW PLANS: OE' $160,00/Plan e Lit-z
REVISED PLANS: YES $ 60.00/Plan
SITE EVALUATION FORMS INCLUDED: NO
DATE: - (�
DESIGN ENGINEER;
DATE TO CONSULTANT:
When the submission is all in place, route to the Health Secretary.
. . .. .... ...... . .
Me DOWELL, INC.
25 Bridge Street, Suite 6, Billerica, MA 01821®1023
Voice (978) 667-9736 Fax (978) 671-9565
Email: iin► ::i etyva corn
July 17, 2002
Town of North Andover
Office of the Health Department
Community Development and Services Division
27 Charles Street
North Andover, MA 01845
RE: Subsurface Sewage Disposal System
Plan Review, 1770.A/011
495 Rea Street
Assessors Map 38, Lot 93
Dear Members of the Board,
Please be advised that Noonan & McDowell, Inc. has reviewed the plan dated June 20, 2002,
By: Merrimack Engineering Services.
It is our opinion that the proposed design will meet the requirements of Title 5 and the North
Andover Board of Health"By-Laws" if the following is addressed:
1) Adjust bottom of field elevation to highest ground grade water table. (89.6'). 220 (4)(r)
2) Extend leaching lines to end and add vent. 251(9)
3) State the existence or not of wetlands within 150 feet. NA 8.02r
4) Provide garage floor elevation. NA 8.02t
5) Identify water service as either pressure or suction. 220 (4)(M)
6) The profile does not have the bottom of stone at the proper elevation.
7) State the existence or not of surface supplies within 400 feet, public wells within 200 feet.
220(4).
8) Outlet of septic tank is 3 inches higher than the inlet. 227(5)
9) Toe of fill slope does not stop 5 feet from property line. 255(2).
Respectfully,
John L. Noonan, P.L.S.-P.E.
G:office/forms/1770.A/011
Land Surveyors Civil Engineers Environmental Planners
SEPTIC PLAN SUBMITTAL FORM
LOCATION: �i pz,f�
NEW PLANS: YES $160.00/Plan
REVISED PLANS: YES $ 60.00/Plan_ Z tr,,-k j SITE EVALUATION FORMS INCLUDED: YES �,, �, ,i � ri
DATE: tl=g - �-
DESIGN ENGINEER:
DATE TO CONSULTANT:
When the submission is all in place, route to the Health Secretary.
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27 Charles Street
North Andover,MA 01845 Andover
Telephone#(978)688-9540
FmN978)688-9542 Board of Health
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To: /� �s From:
Fax: - �� Pages.-
Phone: � Dater Z ��
Re: CC:
❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recycle
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Town of North Aridover,'Massachusetts Form No.2
BOARD OF HEALTH
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DESIGN APPROVAL FOR
S sACHU 4�
SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
Applicant 0PUA-11) Cen 1,43,6 Test No.
Site Location -1164
Reference Plans and Specs.L ,�Ack--
ENGINEER DESIGN DATE
Permission is granted for an individual soil absorption sewage disposal system to be installed
in accordance with regulations of Board of Health.'
CHAIRMAN,BOARD OF HEALTH
Fee Z3 Site System Permit No. A
FORM U - LOT RELEASE FORM
INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from
Boards and Departments having jurisdiction have been obtained. This does not relieve
the applicant and/or landowner from compliance with any applicable or requirements.
*****************************APPLICANT FILLS OUT THIS SECTION***********************
APPLICANT UAL i D AIC6J A-J PHONE 7e--64Y S(� 34
LOCATION: Assessor's Map Number PARCEL
SUBDIVISION LOT (S)
STREET R ; I S I^ ICJ L IQ,-JJ O V ST. NUMBER 9 5—
************************************OFFICIAL USE ONLY****************** ** ** ********
RECOMMENDATIONS OF TOWN AGENTS:
CONSERVATION AD ISTRATOR DATE APPROVED
DATE REJECTED
COMMENTS P���U-+ �5 L11114 UL� /
TOWN PLANNER DATE APPROVED
DATE REJECTED
COMMENTS
OOD INSPECTOR-HEALTH DATE APPROVED
L� DATE REJECTED
SEPTIC INSPECTOR-HEALTH DATE APPROVED YZZ L7
DATE REJECTE�F
COMMENTS
PUBLIC WORKS -SEWER/WATER CONNECTIONS
DRIVEWAY PERMIT
FIRE DEPARTMENT
RECEIVED BY BUILDING INSPECTOR DATE
Revised 9\97 jm
SECTION 4,WORKERS COMPENSATION(ALG.L. C 352 § 25c(6) _
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result
in the denial of the issuance of the building rmit.
Signed affidavit Attached Yes..... 1.. .......❑
SECTION 5 Description of Proposed Work check all applicable'
New Construction ❑ Existing Building ❑ Repair(s)_ ❑ Alterations(s) ❑ Addition
Accessory Bldg. ❑ Demolition 0 Other ❑ Specify
Brief Description of Proposed Work:
IJ
}r 2 /� 2�/ l3 /� 2 C 1 r4!�'I t°c' � /(,—Z)O k
SECTION 6-ESTIMATED CONSTRUCTION COSTS
Item Estimated Cost(Dollar)to be R(4)Completed b ermit applicant
1. Building Building Permit Fee
b Multi lien
2 Electrical (b) Estimated Total Cost of
Z b a Construction -
3 Plumbing D O 6 Building.Pennit fee(a)x(b)
4 Mechanical AC
5 Fire Protection
6 Total 1+2+3+4+5 3 Y Y00 Check Number
SECTION 7a OWNER AUTHORIZATION TO BE COVlPLETPD WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUILDING"PERMIT
I ,as Owner/Authorized Agent of subject property
Hereby authorize�At"i a `r cV( �r K to act on
My behalf,in all matters relative to work authorized by this/building permit application.
Signature of Owner Date
SECTION 7b OWNER/AUTHORIZED AGENT DECLARATION
I, PAV i l� G G-�igz.� T 7 K as Own Authorized A t of subject
property
Hereby declare that the statements-and information on the foregoing application are true and accurate,to the best of my knowledge
and belief
'mil
Print e /�--tY?�C)
Si ature of Owner/A ent Date
NO.OF STORIES SIZE Z G X'Z7 t
BASEMENT OR SLAB S A-I.7
SIZE OF FLOOR TMMERS / D S XCA 5 T— l sr 2 No 3 RD
SPAN
DIMENSIONS OF SILLS 5'X
DMENSIONS OF POSTS v)c
DIMENSIONS OF GIRDERS
HEIGHT OF FOUNDATION THICKNESS t
SIZE OF FOOTING So ' X
MATERIAL OF CHIMNEY
IS BUILDING ON SOLID OR FILLED LAND S-D l i
IS BUILDING CONNECTED TO NATURAL GAS LINE
NOONAN &"Mc DOWELL,
25 Bridge Street, Suite 6, Billerica, MA 01821®1023
Voice (978) 667-9736 Fax (978) 671-9565
Email: nm@netway.com
Date
Town of North Andover
Office of the Health Department
Community Development and Services Division
27 Charles Street
North Andover, MA 01845
RE: Subsurface Sewage Disposal System
Plan Review, 1770/ L
Assessors Map Lot
h.w
Dear Members of the Board,
Please be advised that Noonan &McDowell, Inc. has reviewed the plan dated
by
It is our opinion that the proposed design will meet the requirements of Title 5 and the North
Andover Board of Health `By-Laws" if the following is addressed:
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Respectfully, up
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John L. Noonan, P.L.S.-P.E.
G:office/forms/tonarev
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CHECKLIST FOR NORTH ANDOVER
SEPTIC SYSTEM PLANS
N&M Job 1770th" i `
The following is a checklist that incorporates all Title 5 and local regulations for septic plans.
Name of Applicant: °� �" " u ' -1 e' Name of Designer: ` � �
s
� e
Plan Date. 4,'/ '" n` . Revision Date: "" Date of Review:
Property Address." ti Map: Lot: '
BOH Reviewer: >`" ""� gym''' Type of Plan(new or�p ade�,
Number of Bedrooms in Assessor's Records: a gpd) Garbage Disposal Allowed:
General Information: N.A.=North Andover Septic Regulations Other numbers refer to Title 5
OK Problem N/A
Street number and map/lot-220(4)(u)
Maximum scale of 1 "=40'far plot plan-220(4)
Maximum scale of 1 "=20'for profile and component details-220(4)
� ro Legal boundaries of the facility being served-220(4)(a)
Names of abutters from recent tax map- NA 8.02j
` Number of bedrooms,design calcs.,-NA 8.021
-- Name&address of record owner&applicant- NA 8.02k
Name&address of designer-NA 8.021
° Holder and location of all easements-220(4)(b)
Date plan drawn&any revision date- NA 8.02m
All dwellings and buildings,existing and proposed-220(4)(c)
Location of all existing or proposed impervious areas-220(4)(d)
" All distances on site plan—NA 8.03a-c
- Elevation of proposed driveway-NA 8.02t
Location and elevation of foundation drain-NA 8.02y
Location and dimensions of the system Incl.reserve(new const.)-220(4)(e)
Limits of excavation of leach area on site plan-NA 8.02z
Locus plan-220(4)(t) (Not to scale)
North arrow-220(4)(g)
Existing and proposed contours-220(4)(g)
t...........` Locations and logs of deep holes-220(4)(h).
.. �"� Locations and logs of percolation tests-220(4)(i)
Date(s)of soil testing-220(4)(h)&(i)
bm° ' Existing grade elevation of each deep hole-220(4)(h)
Elevation of percolation tests—N.A. 8.02n
Name of approving authority representative-220(4)(h) &(i)
Name of soil evaluator-220(4)0)
m " Soil logs and perc test logs match BOH records
Locations of waterlines,drains,and subsurface utilities-220(4)(m)
` Observed and adjusted g.w. elevation in the vicinity of the system-220(4)(n)
Complete profile of the system to scale-220(4)(o),NA 8.02c
Cross section of leaching facility-NA 8.02w (Not to scale)
ory Location of benchmark(s)within 50-75 feet of facility-220(4)(q)
Nate listing all variance requests with proper citations-220(4)(p)
Local upgrade approval request form submitted-403(1)
Original R.S./P.E. stamp,signature&date-220(1)&(2)
If P.E.,discipline specified within stamp. MGL C. 112 s. 81M
sfc. supplies(w/in 400'),pub. wells(w/in 250'),pvt. wells(w/in 150')-220(4)(
Location of watercourses,wetlands, wells,etc. w/in 150'of system—NA 8.02r
m Wetland disclaimer—NA 8.02s
RLS plan reference&certification required(prop line setbacks) -220(3)
""""" Use approvals/standards checked for I/A system-DEP does.,
2
Pere rate>30 MPI-not allowed for new,LUA for upgrade-245(1)&('3)
Perc rate > 60 MPI-must use modified tight tank or•I/A technology-245(4)
Proposed system qualifies as "shared" system-002(definitions)
Flow is over 2,000 gpd-No R.S. allowed-220(1)
Design flow was set in accordance with code-203
Existing system location and note on proper abandonment-354
Leaching facility at least 1' above Base Flood elevation—NA 9.05
All piping Sch 40 minimum—NA 10.01
Basement floor minimum I' above groundwater elevation—NA 5.04
Foundation drain present with elevation—NA 8.02y
On-site Soil and Groundwater Review
OK Problem N/A
Proper deep observation hole logs on plan-220(4)(h)
All deep holes and peres shown,including aborted tests—NA 8.02n
Soil evaluation forms submitted within 60 days of field work-018(2)
Proper percolation test log-220(4)(i)
a Ample deep observation holes in primary disposal area(minimum 2)- 102(2)
°'°°
Ample deep observation holes in secondary disposal area(minimum.2) - 102(2)
Ample perc testing(one in each disposal area,3 in prim.>2,000 gpd)- 104(4)
Deep hole testing conducted within two years—NA 7.05
Hole Identification Numbers:
ground elevation el.
acceptable soil el.
Leach facility invert el. --
ground water e1.
refusal el.
bottom of leach facility el.
thickness of acceptable soil
before&after soil R&R
separation to groundwater r--'"
separation to refusal °..
soil class
perc rate �-
loading rate
septic tank below g.w. table ""° (yes or no)
pump tank below g,w.table °`� (yes or no)
l.f in fill ° ° -255(l)
Setback Distances(Given in feet) 15.21 1
YES NO Is the lot in the Lake Cochiewick Watershed? NA 6.00&5.02
OK Problem N/A
Septic Tank Leach Facility
Property line 10 10
Cellar wall 10 20
2
3
Inground pool 10 20
Slab foundation 10 10
Deck,on footings,etc. 5 10
.....ry°.w' Waterline 10 10
Private drinking well 75 100
Irrigation well 75 100
Wetlands 75 100
Public well 400 400
Wetlands bordering surface 150 150
water Supply or trib. (in Watershed)
Trib.To Surface Water supply 325 325
e.
Reservoirs 400 400
/ r
Tributaries to reservoirs 200 200
_..__ Drains(wat. supply/trib.) 50 100
Drains(intercept g.w.) 25 50
- - Foundation drains 10 20
Drains(Other) 5 10
Drywells 20 25
Downhill slope 15'to 3:1 slope
w/o barrier
Building Sewer
OK Problem N/A
Grease trap required for certain uses(check 230 for details)
Pipe diameter listed(4"minimum)-222(1)
-, Pipe schedule listed-222(3)
,, ....., Pipe cast iron or Sch 40 PVC—NA 11.02
rb..- Watertight joints specified.-222(3)&(4)
..._-, Pipe laid on compact,fin base-222(5)
Pipe laid on continuous grade in straight line-222(7)@
e. Cleanouts precede all changes in alignment and grade-222(8)
Cleanout provided every 100 feet-222(8)
Manhole at any 90 degree alignment change-222(8)
Invert elevation at building:
Invert elevation at septic tank:
Length of run:
Slope: (minimum of 0.01 -0.02 desired) -222(6)
10'offset to private well or suction line-222(2)
3
4
Le�ank
OK Problem N/A
Tank is accessible-228(3)
- No structures above tank-(228(3)
- Tank can accommodate both primary&reserve-NA 9.04
200%of flaw(required&provided given. 1500 min.)-220(4)(f)&223)(1)(a)
2-3" drop from inlet to outlet-227(5)
Minimum of 4'liquid depth-223(2)
3"air space above tees/baffles(minimum)-227(4)
9"air space above flow line (minimum)-227(4)
� Tees are not to be replaced by baffles-227(1)
Tees extend 6" above flow line-227(1)
` Inlet tee extends 10" below flow line(minimum)-227(6)
Outlet tee extends 14" below flow line(more for deeper tanks)-227(6)
Gas baffle installed on outlet-227(4)
Access manhole cover above center of tank&each tee(except 2 compart)228(2)
3-20" manholes-228(2)
1 childproof,24" riser/manhole Win 6"of final grade if<1000gpd-228(2)
Inlet and outlet tees on center line-227(1)
- _ Soil compaction below tank specified(if soil is non-native)-221(2)
6"of<=3/4"stone beneath tank specified-221(2)&22 8(1)
If> 1,000 gpd AND not a single fam.dwell.must be 2 tks or 2 comp.-223(l)(b)
If plan specifies disposal must be 2 tanks in series or 2 compart. tank-223(l)(c)
Buoyancy calcs, required if tank at or below water table-221(8)
Tank is watertight-221 (1)
9" of cover over tank(minimum)-228(1)
w,.�.~°' H- 10 loading(min.)-H-20 if traffic-226(3)
Top of tank<=36"below grade-221(7)
All pumping to tank(if applies)in accordance with-229
" Tank is set to keep old system in service during install if possible
Distribution BOX(Check here if not present: )
OK Problem N/A
Inlet elevation:
Outlet elevation:
���' 0.17'drop from inlet to outlet(minimum)-232(3)(b)
-� 6" sump(minimum)-232(3)(e)
All outlets at same elevation-232(3)(b)
Outlet pipes laid level for first 2 ft. -232(3)(c)
Pipe Sch 40-NA 10.01
, Number of outlets: Number of laterals:
4— Size of outlets:
777- Inlet baffle/tee min. 1" over outlet invert for all d-boxes-232(3)(a),
Soil compaction below distribution box specified(if soil is non-native) -221(2)
- "
6"of stone beneath distribution box specified-221(2)
Box is watertight-221 (1)
Top of box<=36"below grade-221(7)
Buoyancy calculations required if box is at or below water table-221(8)
Pump Chamber(Check here if not present: )
OK Problem N/A .W,..,.,..,.. . ..._®..__
Volume-spd6fied, 220(4)(r)
�-
Pump ff elevation:
2 0(4)(x) .a
Pump 22
mp
4 r
Alarm on elevation 220(4)(r)
mbe
N of„p,yales per day 220(4)(x) (also 254(1)(d) if gravity from d-box)
imtrm 2” delivery line to d-box if gravity-254(l)(c)
4
S
Pressure dosed 11,if flow>=2,000 gpd-254(1)(a)&254(2)(a)
Cycles pefday is consistent with chamber volume-23 1
Volpm calculations include flowback volume-2') 1(2)
24"hour storage capacity above pump on elevation-231(2)
Number of pumps: 2 if system serves>2 dwelling units-231(6)
Capacity of pump(s)- gpm @ 'TDH-220(4)(r)
Pump can pass 1 1/4 "solids(minimum)-231(7)
Pump controls specified-220(4)(r)
Alarm equipment specified-231(2),-
Alarm is in building and po'Weroi on separate circuit from pump-2') 1(9)
Pump sequence correciw(aff-lead an-lag on-alan-n an)-231($)
Pump performancp°durves included-220(4)(r)
Manual opgatifig switch-NA 12.01
1
Check
i'yaKe' ,bleeder hole-NA 12.01
31(5),
Soil
compaction beneath pump chamber specified",,(if soil is non-native) -221(2)
Buoyancy calculations if chamber is at" below water&table-,
6 of<-3/4 stone beneath chmbr. p
y y below water table-221($)@
over chamber( f u
m)-228(1)
H- 10 loading(m�n) 0 if
-226(')),
Chamber is wategtlgfit-221 (1)
A..
Tap of chamber<=36" below grade-221(7)
Leaching Facility(general-complete for all designs)
OK Problem N/A
t uw: 50%larger if garbage disposal-240(4)
Trenches to be used whenever possible-240(6)
T No vehicle or imperv.area above 11 unless unavoidable-240(7);NA 13.02
Vented if under impervious cover-241 (1)
Vented through same pipes as distribution system-241 (1)(a)
" Vent protected from precipitation/animal entry-241 (1)(b)
Vent is placed beyond traffic or impervious area-24 1 (1)(c)
All lines connected to vent if bed or trenches-241(l)(d)
�- 9" cover over peastone-240(9)
Reserve area provided(new construction)-248(l)
Reserve 4'from primary leach area—NA 9.04
4'(5'if perc rate<=2 MPI)separation to g.w. -212(x)&(b)
4'(down to 2'with variance or I/A-upgrades only)of natural sail under U
GW separation is adjusted to highest existing grade if facility cuts into a hillside
". Pipe slope minimum of 0.005-251(9)
Require 5'removal and replacement if in fill-255(5)
Top of leach facility<=36" below grade-221(7)
- Final grade over 11 minimum 0.02 ft/ft-240(10)
Surface&subsurface drainage away from l.f. -240(1 1) &245(5)
Minimum design flow 440 gpd without deed restriction—NA 13,01
3:1 slope where grading required-255(2)
Toe of fill slope stops 5'from property line or swale installed-255(2)
Impermeable barrier if<3:1 slope or< 15 feet to—3:1slope-255(2)
Impermeable barrier/retaining wall poured concrete—NA 9,02
Retaining wall stamped by P.E.-255(2)(b)
-.. ��- Top of retaining wall>=top of peastone elevation-255(2)(f)
10'offset from edge of leach facility to edge of ret.wall-255(2)(g)
Perc test(s)done in most restrictive layer- 104(2)
-~ Perc test 4' below leaching elevation—NA 7.06
Design flow listed and required/provided leach area given-220(4)(f)
Leach pipes SCH40 PVC—NA 10.01
Leach pipes minimum 4" diameter except for dosed system—NA 14.04
Leach lines capped,vented,or connected together-251(9)
Pressure dosing guidance followed if pressure distribution-254(2)(c),
Pressure dosing required over 2,000 gpd or with I/A remedial use-231(1)
5
6
Leaching Trenches(Check he not present: )
OK Problem N/A
umber of trenches:
Minimum of 2 trenches-NA 9.01(2)
Depth of trenches(max eff.2''): °°° -247(l)Width of trenches(2'min.,4'max) -251 (1)(b)
Length of trenches(100'max,,)•"�� -25 1 (1)(a)
� Trenches are vented(when° 50')-251 (11)
-- Trenches follow contpulines-251(2)
'-- Trench spacing 3 tubes effective width or depth minimum-21_(1)(d,)
In fill or reserye"between trenches, 10' min.-NA 14.0,1&'14'.03
ottom��L area given(Min. s.f.) NA,9„a'1(2)
Available _
cS = s.f.
e' zdewall=L — —
off " x D • � x# x 2= s.f.
' ve leach area given
r
, Loading factor:
Effective area is area totan� t �
Effective area—total„.area s.f. x LTAR °”" g/day
ow of facility being served
2"of 1/$"- 1/2"2'x-washed peastone.-247(2) /�
Trench depth of 3/4"to 1 1/2"double washed stone-247(1)
Leach Fields(Check here if not present: )
OK Problem N/A
�> Number of fields: (need dosing chamber if> 1,231 (1))
7777 Length (100'max.): -252(2)(b)
Width:
Total area:L x W = s f
Minimum 900 square feet-NA 9.01(1.)
Distribution lines connected with solid pipe—NA 15.01 4 r
Effective leach area given
-~ Loading factor:
Effective area=total area s.f x LTAR — g/dav
— Effective area is>=design flow of facility being served
Minimum of two distribution lines-252(2)(a)
6'line separation(max.)-252(2)(d)
4'maximum separation from edge of field to line-252(2)(e)
10'minimum separation between adjacent leach fields-252 2
Between 6" and 12"of 3/4- 1 1/2" stone beneath field-252(2)(g)&247(2)
2"of 1/8"-1/2"2x washed peastone.-247(2)
Final Grading
OK Problem N/A
Slope over leach area minimum of 0.02 feet/foot—240(l 0)
Grading shall divert drainage away from leach area—240(l 1)
Grading slopes away from dwelling
SI�4/O1
f./office/forms/tonackltr.doc
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