HomeMy WebLinkAboutCorrespondence - 66 STERLING LANE 12/10/1997 Town of Forth Andover f pORT)l
OFFICE OF :°•`"90 '...41
COMMUNITY DEVELOPMENT SERVICES A
30 School Street ^; •"
North Andover Massachusetts 01845
WILLIAM J. SCOTT ,SSAcHUSt�
Director
December 10, 1997
Mr. Steven D'Urso
22 Lilly Pond Dr.
Boxford, MA 01921
Re: Lot#3 Sterling Lane
Dear Mr. D'Urso:
This is to inform you that the proposed plans for the site referenced above have been
disapproved for the following reasons:
1. Distances to dwelling, wetlands, etc. from tank and leach area not shown on site plan
(N.A.803.
2. No benchmark within 75' of system (310CMR 15.220(q)).
3. IvEssing map and parcel (N.A.8.02a).
4. Note 43 of material notes to agree with 310CMR15.255.
If you have any questions, please do not hesitate to call the Board of Health Office at the
number listed below.
Sincerely,
Sandra Starr, R.S.
Health Administrator
SS/cjp
cc: George Farr
William Scott , Director, P&CD
File
CONSERVATION-(978)688 9530 • HEALTH-(978)688-9540 PLANNING-(978)688-9535
*BUILDING OFFICE-(978)688-9545 • *ZONING BOARD OF APPEALS-(978)688-9541 - *146 MAIN STREET
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DING YOU 0” Attached ❑ Under separate cover via_ _ _ the following items,Yy �
Shop drawings 40 Prints ❑ Plans (A Samples L) Specifications
Copy of letter C] Change order ❑� _ `�___ ��
--- - DESCRIPTION
a �
ZANSMITTED as checked below:
"I
'or approval ❑ Approved as submitted C1 Resubmit copies for approval
or your use ❑ Approved as noted ❑ Subtmit copies for distribution
s 'requested ❑ Returned for corrections Cl Return corrected prints
or review and comment ❑
OR BIDS DUE �19_ ❑ PRINT,(, REJ`URNED AFTER LOAN TO US
mow.
Town of North Andover 01 TH 1%�
OFFICE OF 6,
COMMUNITY DEVELOPMENT AND SERVICES
30 School Street
WU,LIAM J. SCOTT North Andover, Massachusetts 01845
HUS
Director
April 2, 1998
Mr. Steve D'Urso.
22 Lily Pond Dr,
B oxford, MA 01921
Re: Lot 3 Sterling Lane.
N. Andover, MA 01845
Dear Steve:
This is to inform you that the proposed plans for the site referenced above have been
approved.
If you have any questions, please do not hesitate to call the Board of Health Office at the
number below.
Sincerely,
Sandra Starr, R.S.
Health Administrator
SS/rel
cc: George Farr
File
BOARD OF APPEALS 688-9541 BUILDING 6889545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
INSPECTION CHECKLIST FOR SEPTIC SYSTEMS
Yes NO Initials
A. Bottom of Bed
1. Excavation to proper depth _
2. With trenches,sides of excavation are beneath B horizon
3. Edge of excavation specified distance from foundation,etc. ,
Comments:
B. Retaining Wall
1. Wall height and width as specified
2. Waterproofed
3. Wall minimum 10' to leaching facility
4. Wall meets specifications of plan
Comments:
C. Building Sewer
I. Pipe diameter minimum 4" tw°"
2. Schedule 40 pipe
3. Watertight joints
4. Inlet to tank cemented
5. Slope minimum 0.01 or 1/8"per foot minimum
6. Pipe properly set on compact firm base
7. Pipe laid on continuous grade in straight line
8. Cleanouts precede all change in alignment and grade
9. Manholes at any 90°change
10. 10' minimum offset to water line
Comments:
D. Septic Tank AJI)
I. Level
2. 1,500 gal minimum P -...
3. Gas baffle present on outlet
4. Manhole to grade
5. Manholes over center and each tee "
6. 3-20"manholes
7. Inlet tee minimum 12"under invert "
8. Outlet tee minimum 14"under invert "
9. Outlet line cemented
10. Air space 3"above tees
11. 2"—3"drop from inlet to outlet
12. Pipe set
13. Compact base with 6"of/a"crushed stone under tank
14. Tank is watertight
Comments:
Yes NO
E. Pump Chamber
1. If separate from to c,compact base with 6"of 1/4"stone underneath
2. Minimum 2"pipe to -box if gravity system
3, 20"access manhole
4. Tank level
5. Watertight
6. Tank size agrees with plan specs cation
7. Manhole to grade
8, Check valve and bleeder hole present
9. Alarm in building on separate circuit
10. Alarm functions
11. Manual operating switch
12. Pump delivers liquid to d-box
Comments:
F. Distribution Box
1. D-box level
2. Minimum 0,17"(2")drop from inlet to outlet
3. Minimum 6"sump
4. Outlet pipes show equal distribution
5. Compact base with 6 of stone beneath box
6. Box is watertight
7. All lines cemented with hydraulic cement
8. Schedule 40 pipe
Comments: ( �r
. a
G. Soil Absorption system
1. All stone double-washed-'/a"- I %z"
-pea stone
Bucket test done?
2. Minimum 2"of pea stone above distribution lines
3. Minimum 6"stone beneath pipe
4. Distribution lines capped or connected together
5. Grading meets 3:1 slope
6. Minimum of 9"of fill graded over system
7. Toe of slope stops minimum 5' from edge of property; if not,then swale.
Comments:
H. Leach Trenches
1. Minimum 2 trenches
2. Length of trenches agree with plan. (Max, length 100')
3. Width of trenches agree with plan-Minimum 2';maximum-4'.
4. Vent present if<50 feet or specified
5. Distance between trenches minimum 4' and maximum of 6'
6. Minimum distance between trenches 10'
7. Pipe slope minimum 0.005 or 6"per 100'
8. Depth of trenches below outlet invert minimum of 6".
Yes NO
9. Pipes set on stable base.
Comments:
I. Leach Field
1. Maximum length of field 10 '
2. Pipe slope minimum 0.005 or er 100'
3. Separation between pipe 6'maxi
4. Pipes connected at end
5. Separation between adjacent fields 10' inimum
6. Pipes set on stable base
7. Maximum 4'separation from edge of field to st line
8. Minimum two distribution lines
9. Maximum perc rate 20 mpi
Comments:
J. Leaching Pits
1. Minimum inlet pipe 4"
2. Pits of concrete
3. Sidewall between 12"and\cemen
4. Access manholes on each
5. Pipes cemented with hydr
Comments:
K. Final Grade
1. Slope over soil absorption system minimum 0.02
2. All system components covered by at least 9"soil
3. Cover soil free of stones larger than 6" ✓
4. Grading slopes away from dwelling
5. No areas over system that may pond ✓
PLAN REVIEW CHECKLIST
ADDRESS > :5,7 <'/y > ENGINEER
GENERAL
3 COPIES rte- STAMP .,,,w.... LOCUS ARROW NORTH -'
SCALE
CONTOURS PROFILE (Sc) SECTION U' BENCHMARKS SOIL &
PERCS ELEVATIONS 1-`� WETS . DISCLAIMER WELLS & WETS '"µ..
WATERSHED?-z6/0 DRIVEWAY I-""'
- WATER LINE FDN DRAIN L--- M&P-
SCH40 L TESTS CURRENT? 04 SOIL EVAL 1J lot' e�
SEPTIC TANK
MIN 1500G .17 INVERT DROP 'S GARB. GRINDER—(2 comps +200)
10 ' TO FDN MANHOLE ELEV GW # COMPS .--L— GB
D—BOX
SIZE # LINES 4 FIRST 2 ' LEVEL STATEMENT '~
INLET / � ' OUTLET /�k,a 8 ( 2" OR . 17 FT) TEE REQ ' D? G
�°
LEACHING
� Jft r/
MIN 440 GPD? 1�' RESERVE AREA 4 ' FROM PRIMARY? ' ' 2%, SLOPE
100 ' TO WETLANDS + ' 100 ' TO WELLS cam' 4 ' TO S .H.GW (5 ' >2M/IN)
20 ' TO FND & INTRCPTR DRAINS "" 400 ' TO SURFACE H2O SUPP
4 ' PERM. SOIL BELOW FACILITY MIN 12" COVER (--°" FILL? "" W( is , )
BREAKOUT MET?
TRENCHES ✓
MIN 440 gpd SLOPE (min. . 005 or 6"/i00 ' ) DIST . 3X EFF.
W OR D (MIN 61 ) ( ..- RESERVE BETWEEN TRENCHES? IN FILL?` MUST
BE 10 ' MIN.. i-- - ,! PEA STONE? 1" VENT? ( >3 ' COVER; LINES >50 ' )
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Copyright (0 1996 by S.L. Starr
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FORM U - LOT RELEAS9_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 SECT ION***********************
APPLICANT �D/1/iOC ro PH0NE�
LOCATION: Assessor's Map Number MZ - V- PARCEL
SUBDIVISION CrA/</tn AD,��C% n LOT (S) _
STREET-- — ST. NUMBER
**r r********* ***** ******************O F F I C IAL USE ONLY******************* **************
RECOMMENDATIONS OF TOXIN AGENTS:
A' CONSERVATION ADMINISTRATOR DATE APPROVED
DATE REJECTED
COMMENTS
TOWN PLANNER DATE APPROVED
DATE REJECTED
COMMENTS
FO4INSPPICTOR-HEALTH DATE APPROVED
DATE REJECTED EECTOR-HEALTH DATE APPROVED
DATE REJECTED
COMMENTS
PUBLIC WORKS - SEWER/WATER CONNECTIONS
DRIVEWAY PERMIT
FIRE DEPARTMENT
RECEIVED BY BUILDING INSPECTOR DATE
Revised 9197 jm
FORM 11 -SOIL EVALUATOR FORM
Page 1 of 3
No. Date:
Commonwealth of Massachusetts
Massachusetts
&il Suitability As sessment for Qn-slte we Disposal
Performed By: h Date: ,� ^7
Witnessed By:
.w
Location Address or Owner's Name
Address and
Lot#
A lel, (�A
- 1 Telephone#
New Construction' r` Repair
Office Review
Published Soil Survey Available: No ll Yes EEI
Year Published Publication Scale / �, ',' Soil Map Unit
Drainage Class Soil Limitations
Surficial Geologic Report Available: No Yes
Year Published Publication Scale
Geologic Material(Map Unit)
Landform
Flood Insurance Rate Map:
Above 500 year flood boundary No Yes
Within 500 year flood boundary No Yes
Within 100 year flood boundary No Yes
Wetland Area:
National Wetland Inventory Map(map unit)
Wetlands Conservancy Program Map(map unit)
Current Water Resource Conditions(USGS): Month
Range: Above Normal Normal Below Normal u
Other References Reviewed:
DEP APPROVED FORM-17/07195 wilevnl.sam
FORM 11 -SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot No. ¢=
On - Site Review
r
Deep Hole Number _ Date x�' ���� Time Weather "`-
Location(identify on site plan)
Land Use Slope(%) ("I, Surface Stones
Vegetationti/ i
Landform
Position on landscape(sketch on the back)
Distances from:
Open Water Body feet Drainage way �y) feet
Possible Wet Area t,?;i feet Property Line z7j— ` feet
Drinking Water Well feet Other
DEEP OBSERVATION HOLE LOG*
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(Inches) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,Consistency,%
Gravel)
ZS
"MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material(geologic) Depth to Bedrock: �!
Depth to Groundwater Standing Water in the Hole: r, r:� Weeping from Pit Face:
Estimated Seasonal High Ground Water:
DEP APPROVED FORM-12107195 wilrnl�am
FORM I I -SOIL_EVALUATOR FORM
Page-3 of 3
Location Address or Lot No.. j
Detet° cinay� foreasnnaT Trig Water~ 7Ta ale
Method Used:
QDepth observed standing in observation hole inches
Depth weeping from side of observation hole inches
Depth-to soil mottles jh inches-
Ground-water adjustment feet
Index Well Munber Reading Date Index well level
Adjustment factor Adjusted ground water-level
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas
observed throughout the area_proposed for-the soil_absorption system?
If not,what is the depth of naturally occuring pervious material? —�
Certifcalion.
i
I certify that on ' � (date) I have passed. the soil evaluator-
examination approved by the Department of Environmental Protection and that the above
analysis was performed by me.. consistent with the required training, expertise and-
experience described in 310 CMR 15.017.
Signature Date
z
G°
DEP APPROVED FORM-11107/95 wilml.um
FORM 12 - PERCOLATION TEST
Location Address or Lot No. '
X_
COMMONWEALTH OF MASSACHUSETTS
Massachusetts
Percolation Test*
Date: Time: �
Observation Hole#
Depth of Perc
a
Start Pre-soak
End Pre-soak
Time at 12" � ,r
Time at 9"
Time at 6"
f
Time (9"-6")
Rate Min./Inch .:
*Minimum of 1 percolation test must be performed in both the primary area
AND reserve area.
Site Passed Site Failed Fl
r
Performed By: ` =
Witnessed By:
Comments:
DEP APPROVED FORM- 12/07/95 PerctcLSAM
NORTH ANDOVER BOARD OF HEALTH
DESIGN REVIEW REPORT
DATE r 9ZX6-A2Z
FEE ) DATE RECEIVED
APPLICANT MAP PARCEL
ADDRESS , LOT # 3 STREET
ENG. STREET
ENGINEER' S ADD.-
PLAN DATE ZZ) z�/n, REV. DATE
CONDITIONS OF APPROVAL
APPROVED DISAPPROVED
REASONS FOR DISAPPROVAL :
,oXj oA-)
17"
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