HomeMy WebLinkAboutCorrespondence - 54 LONG PASTURE ROAD 8/30/2000 SEPTIC PLAN SUBMITTAL FORM
LOCATION: eas%UY°6 ac,[ 6 1'
NEW PLANS: YES $125.00/Plan
REVISED PLANS: YES $ 60.00/Plan
SITE EVALUATION FORMS INCLUDED: YES NO
DATE:
DESIGN ENGINEER:
DATE TO CONSULTANT:
*If you want your plans expedited, please submit three plans and included a
stamped envelope with the correct amount of postage to mail plans to Port
Engineering.
When the submission is all in place, route to the Health Secretary.
SEPTIC PLAN SUBMITTAL FORM
i� '
LOCATION: ; _ 3 /�? J�zti' r �� ✓ Z,6 Z
NEW PLANS: YES $125.00/Plan
REVISED PLANS: (2 2, $ 60.00/Plan
SITE EVALUATION FORMS INCLUDED: YES CO
DATE: l0 5� DDD
DESIGN ENGINEER: dLZ,S�a4y,I efff K �P-V</
DATE TO CONSULTANT:
*If you want your plans expedited, please submit three plans and included a
stamped envelope with the correct amount of postage to mail plans to Port
Engineering.
When the submission is all in place, route to the Health Secretary.
Town of North Andover, Massachusetts Form N®.2
40RT#1 BOARD OF HEALTH
o �.
AL T '
*
p
DESIGN APPROVAL FOR
SsACHUSF4 SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
Applicant LL224 < Test No.
Site Location � _�
Reference Plans and Specs.
ENGINEER DESIGN DATE
,t—' 1071-1'7
Permission is granted for an individual soil absorption sewage disposal system td be installed
in accordance with regulations of Board of Health.
CHAIRMAN,BOARD OF HEALTH
Fee �!� Site System Permit No. (�
NOR'r"
TOWN OF FORTH ANDOVER
BOARD OF HEALTH
27 CHARLES STREET
NORTH ANDOVER., MASSACHUSETTS 01845
SACHUSE
SANDRA STARR,R.S., C.H.O. Telephone(978)688-9540
Health Director FAX(978)688-9542
October 27, 2000
Phil Christiansen
Christiansen& Sergi
160 Summer Street
Haverhill,MA 01830
Re: Lot 3 Long Pasture
Dear Phil:
This is to inform you that the revised septic system plans dated 10/20/00 for the
site referenced above has been approved for a maximum eleven-room house.
If you have any questions, please do not hesitate to call the Board of Health
Office at 978-688-9540.
Sincerely,
Sandra Starr, R.S., C.H.O.
Health Director
SS/smc
cc: Crowley
File
CHRIS"11ANSEN
PROFESSIONAL ENGINEERS AND LAND SURVEYORS
160 Sl..pNvMF.R SIRE ET
HAVER I°°iOI.V.., MAS`h AC6ll.{S�."N..I.S 01830-6318 (978) 373"031.0 FAX: (918)372°3960
I
October 20, 2000
Ms. Sandra Starr, Health Director
North Andover Health Department
27 Charles Street
North Andover, MA 01845
Re: Lot 3 Long Pasture
Dear Ms. Starr:
We have received a copy of your October 13, 2000 letter of disapproval for the Septic
System Design for the above referenced lot, and we have revised the plans accordingly.
The following is a list of our responses to each of your reasons for disapproval. To
facilitate your review of this information, I have reproduced each of your reasons for
disapproval in Italics, and my response to each comment immediately follows.
1. Assessor's Map Number and Parcel Number not shown as required by NA 8.02a.
The Assessor's Reference has been added to Sheet 1.
2. Ncunes ofabutters from recent tax nap not shown as required by NA 8.02j.
The names of the abutters have been added to sheet 1.
3. The controlling ESHWT elevation shown on deep hole 96-16 (111.5) does not
correspond with the ESHWT elevation shown on the system profile (112.5).
The ESHWT listed on the rofile is an extrapolation of the ESHWT recorded in
p P
the test pit. The elevation of the existing ground at Trench#1 is one foot higher
than the elevation of Test Pit 96-16;therefore we have assumed the ESHWT at
Trench 1 to be one foot higher than the ESHWT recorded in the test pit.
4. The sur face elevation of 110,3 for deep hole 96-17 does not correspond with the
contour elevation of 112.3 +1-shown in plan view.
The proper surface elevation for Test Pit 96-17 is 112.3. The elevations listed in
the test pit log have been revised accordingly,
5. The limit of excawation shown in the profile and section views appears to be 1'-6"
deep by scale, which does not provide for the removal of the subsoil as required
by CMR 15.240 (1). The cnerage depth of the subsoil is 2'-2"according to 96-16
and 96-17 deep hole logs.
The approximate limits of excavation indicated on the system profile and cross-
section have been revised to indicate the 2'-2" depth.
6 Engineer's stamp and seal is not original.
The enclosed copies of the plans have original stamps and signatures.
I trust that these responses, along with the revisions made to the plan, fully address all of
your reasons for disapproval. Please contact me if you have any questions regarding this
matter.
Ve ly yours, ,
?Phi s iansen
Y
f
f eaOR7Fr q Town Of North Andover
F William J. Scott
Community Development & Services Director
27 Charles Street (978)688-9531
9 •�-. North Andover, Massachusetts 01845
Fax 978-688-9542
October 13,2000
Board of
Appeals Steve Crowley
(978) 688-9541 Crowley Construction, Inc.
138 Virginia Avenue
Building Lowell, MA 01852
Department
(978) 688-9545 Re: Lot 3 Long Pasture
Conservation Dear Steve:
Department
(978) 688-9530 This is to inform you that the proposed plans for the site referenced above have
been disapproved and have technical deficiencies as followed:
Health
Department 1. Assessor's Map Number and Parcel Number not shown as required by NA
(978)688-9540 8.02a.
Public Health 2. Names of abutters from recent tax map not shown as required by NA 8.02j.
Nurse
(978) 688-9543
3. The controlling ESHWT elevation shown on deep hole 96-16 (111.5) does not
match the ESHWT elevation shown on system profile (112.5).
Planning
Department
(978) 688-9535 4. The surface elevation of 110.3 for deep hole 96-17 does not correspond with
the contour elevation of 112.3 +/- shown in plan view.
5. The limit of excavation shown in the profile and section views appears to be
1'-6" deep by scale, which does not provide for the removal of the subsoil as
required by CMR 15.240 (1). The average depth of the subsoil is 2'-2"
according to 96-16 and 96-17 deep hole logs.
6. Engineer's stamp and seal is not original.
If you have any questions, please do not hesitate to call the Board of Health
Office.
Sincerely,
Sandra Starr,R.S., C.H.O.
Health Director
Oct-11-00 04:01P Paul D. Tut bide, PE/PLS 978-465-0313 P .04
September 18, 2000
Sandra Starr
North Andover Board of Health Administrator
Office of Community Development and Services
30 School St.
North Andover, MA 01845
RE: Title V review for new construction at Lot 3 Lang Pasture Road
Dear Sandra,
Enclosed find our review of the"Checklist for North Andover Septic System Plans" for
the septic system design at the above-mentioned site. The following is a list of
technical deficiencies that Port Engineering has found.
❑ Assessor's Map Number and Parcel Number not shown as required by NA 8.02 a.
• Names of abutters from recent tax map not shown as required by NA 8.02 j.
• The controlling ESHWT elevation shown on Deep Hole 96-16(111.5)does not
match the ESHWT elevation shown on system profile (112.5).
• The surface elevation of 110.3 for Deep Hole 96-17 does not correspond with the
contour elevation of 112.3 +/-shown in plan view.
• The limit of excavation shown in the profile and section views appears to be 1'-6"
deep by scale, which does not provide for the removal of the subsoil as required by
CMR 15.240 (1). The average depth of the subsoil is 2'-2" according to 96-16 and
96-17 Deep Hole logs
If you have any questions or comments please feel free to contact us.
PORT
It I For Port Engineering Associates, Inc
ENGINEERING
Civil Engineere& Paul D. Turbide,PE/PLS
Land Surveyors
One Harris Street
Newbur 01954 yport,MA
(978)465-8594
N6BR\P2884\Granville 119—ooAug08.doc
Town of North An over o N�T b qti
OFFICE OF � y�, 'e °L
COMMUNITY DEVELOPMENT AND SERVICES
30 School Street
North Andover,Massachusetts 01845 �9SSgC'HUS�t�y
WILLIAM J. SCOTT
Director
July 8, 1997
Christiansen & Sergi
160 Summer Street
Haverhill, MA 01830
RE: Long Pasture subdivision
Dear Phil:
This letter is to inform you that the proposed septic plans for Lots 3 & 4
Long Pasture Road 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. j
Health Administrator
I
cc: Wm. Scott, Dir. CD&S
File
Steve Crowley
Robin Barclay
Book
CONSERVATION 688-9530 HEALTT-I 688-9540 PT ANNTNC7 699-9535
CHRISTIANSEN SERGI, .
PROFESSIONAL ENGINEERS AND LAND SURVEYORS
160:7 SUMMER STREET HAVERHll...l_, MASSAC.:HUSFm.l.,.F,S'183f" C,508);373-0310 FAX: (k 08) 372-.3'=60
1
March 6, 1997
Ms . Sandra Starr '0
Board of Health
146 Main St .
No. Andover, MA 01845
RE : Long Pasture Road
Lot 3
Dear Ms . Starr:
In response to your letter of Feb 19, 1997, attached is
a revision to the above referenced Septic System Design Plan.
The following items have been added to the plan:
1 . Wetlands disclaimer
2 . D-box pipe statement
3 . Assessor' s map and parcel .
V ry '
n gym.
, Ph' p G. Christiansen
PGC; lc
i
1
i
Town of North Andover o t AORTH ,
tom.°
OFFICE OF
COMMUNITY DEVELOPMENT SERVICES A
- .
146 Main Street *� •';
North Andover, Massachusetts 01845
WILLLAM J. SCOTT 9SSACHUS��
Director
February 13, 1997
Christiansen & Sergi
160 Summer Street
Haverhill, MA 01830
Re: Lot #3 Long Pasture
Dear Phil:
This is to inform you that the proposed plans for the site referenced above have been
disapproved for the following reasons:
1. Wetlands Disclaimer missing.
2. Map & Parcel missing.
3. First 2 feet out of D-box to be level statement required.
If you have any questions, please do not hesitate to call the Board of Health Office at the
number below.
Sincerely,
/ J
�r-24
Sandra Starr, R.S.,
Health Administrator
SS/cjp
cc: Applicant
William Scott, Director, P&CD
File
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
NORTH ANDOVER BOARD OF HEALTH
DESIGN REVIEW REPORT
DATE
PERMIT ## DATE RECEIVED_ ,," 7
d i p
APPLICANT " ,2C,, `i"t+ Ct .,N MAP PARCEL
ADDRESS'_ „fir 34,-,5 ( .., .. / � LOT # 6 STREET #
ENG. ,� ��-�: � ..� ��LL STREET ,� ;�.���5�
ENGINEER ' SADD. <�
%/ :�
PLAN DATE zz/�"�P° ' REV. DATE
Y
APPROVED DISAPPROVED
REASONS FOR DISAPPROVAL ,/
C II ST E .KKK, I, INC,.
PRO C SSMAL ENGINEERS AND LAND SURVEYORS
iWaClSUMMER SPREI:.f MASSAC'HUSFUI;01830 (508),373-0310 FAX: (508) 372-3960
-
r
TO: Ms . Sandra Starr
Board of Health
North Andover
RE : Septic System Design Plans
Date : f11 �: 1,;f
Attached are plans for
This design is
a new submittal
a revision with the following changes
FORM
n - SOIL EVALUATOR FORM
Page 1 of 3
Date: —417&—,
No.
Commonwealth of Massachusetts
aji-m /4,/;,0U , Massachusetts
Soil Suitability Assessment for On-site Sewage Disposal
�°/ ��6,
... Date: / .............. ...........
Performed B 11AIJ........�..c��%N�� ...........I--...................
By:
:...`� � 3.......: .ehl2 ................................. .
................... .......
.......... .............. .. .......
Witnessed By:
Owner's Name, y nN S J�1 Z�L �iV '�i e.,v 0 Y✓[
Location Address a l/d' _ �„ Address,and
Lot , ��� u'W Telephone C ��.0 n J G x
ST. ) w, �4 AIM
rew Construction Repair ❑
Office Review
Published Soil Survey Available: No ❑ Yes ❑�
%./.fir.u... p
Soil Ma Unit 0..............
Year Published �..�t.i�..l..... Publication Scale
Drainage Class ��1t �?! � oil Limitations
. .. _.................................:......................... ..................................
Surficial Geologic Report Available: No [9--' Yes ❑ _
Year Published
Publication Scale
Geologic Material (Map Unit)
Laridform
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): Mont
Range :Above Normal ❑Normal ❑Belau Normal ❑
Other References Reviewed:
DEP APPROVED FORM•12/07/95
FORM 11 - SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot NO. / L"C 12/1 S
On-site Review
Deep Hole Number :°�: Date:..::: . • .
C Time:. 2 -1S_ Weather 511,vn✓Y
Location (identify on site plan)
Land Use �!��`� Slope (%) i -r�— Surface Stones c.-W-1.-r r3ct l�rf� �tS
Vegetation
Landform ,_
Position on-landscape (sketch on the back) --
Distances from:
Open Water Body feet Drainage way feet
Possible Wet Area feet Property Line feet
Drinking Water Well feet Other -
DEEP OBSERVATION HOLE _OG*
Depth from Soil Horizon Soil Texture Soil Color Soil
Other
Surface (Inches( (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Consistency, %
lt?vzl/L NId SSrV t �°621tde�L
Ajo
Fr1 (A-' r3UA CIE
(���� i°v tad t- (ivy � �t✓�vas ,
�f
Parent Material (geologic) (l ( _ Depthtol3edrock: 96
Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face:
Estimated Seasonal High Ground Water:
DEP APPROVED FORM- 12/07/95
FORM 11 - SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot No. Uul— 3 t-Oa PtlS f Y/ZC
On-site Review
Deep Hole Number
y-l. Date:..,�?!� Al Time:, /.% 5� Weather S�fiv�v 7 a
Location (identify on site plan)
Land Use j ( S Slope (%) 6- , Surface Stones
Vegetation f1/ ._falrv0�i MY'to ' i°t l! R�fn✓� , K13, 13L�fr�aa +�c`�
Landform ...
Position on,landscape (sketch on the back)
Distances from:
Open Water Body feet Drainage way feet
Possible Wet Area _ . feet Property Line 40 feet
Drinking Water Well feet Other
DEEP OBSERVATION HOLE '-OG`
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Bounders, Consistency, %
�( k;Yl2� Mi4)SIvi�t rtwg15V%9
aYbl�
C,�O,4,41 0.,V
r.,
Parent Material (geologic) / if U _ DepthtoBedrock:
Depth to Groundwater: Standing Water in the Hole: ` u Weeping from Pit Face:
Estimated Seasonal High Ground Water: "
DEP APPROVED FORM- 12107/95
_ FORM 11 - SOIL EVALUATOR FORM
Page 3 of 3
Location Address or Lot No. " �✓� �� I S T�A
Determination tfor Seasonal High Water Table
Method Used:
❑ Depth observed standing'in observation hole.................. inches
Depth weeping from side of observation hole .......... ... inches
E Depth to soil mottles _ .. . inches
❑ Ground water adjustment ................... feet
Index Well Number .................. 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? YES
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that on 4- (date) I have passed the soil evaluator examination
approved by the Depart ent 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 AJY�il/
Lvuj J-
Date / 7
DEP APPROVED FORM-12/07/95
FORM 12 - PERCOLATION TEST
Location Address or Lot No. kV-1%'1 t
COMMONWEALTH OF MASSACHUSETTS
J O V 41VV0 clV_vZ , Massachusetts
Percolation Test*
Date: Time:, J
_ G
Observation Hole
Depth of Perc
Start Pre-soak
End Pre-soak
Time at 12"
a
Time at'9"
Time at
Time (9"-6") l
Rate Min./Inch
* Minimum of 1 percolation test must be performed in both the primary area AND
reserve area.
Site Passed Site Failed ❑
......................................................................................................................................_............_..........
Performed By: ov °C
Witnessed By: `H/Vol Nil 1�'- 7
Comments: _........ .
DEP APPROVED FORM-12/07/95
PLAN REVIEW CHECKLIST
ADDRESS_ >/ ,_..
1- x�4 ��,.�i ��`�: ENGINEER C� ,��` '""✓` �r� ,�.� � ..� �'
GENERAL
3 COPIES "�" , STAMP -/" LOCUS 4-- NORTH ARROW SCALE
CONTOURS PROFILE t�M SECTION C,-"". BENCHMARK SOIL &
PERCS =° ELEVATIONS '"" WETS. DISCLAIMERS WELLS & WETS
WATERSHED? ) DRIVEWAYJ(E1v) WATER LINE f FDN DRAIN "
SCH40 I`_. TESTS CURRENT? SOIL EVAL D 'zJ � ...
SEPTIC TANk
MIN 1500G . 17 INVERT DROP ". GARB. GRINDER ) (2 comps +200)
10 ' TO FDN °' MANHOLE__0Z-*- ELEV GW ... # COMPS. GB 'f
D®BOX
SIZE # LINES A FIRST 2 ' LEVEL STATEMENT ,,,�Y'
INLET
a� .. - OUTLET " = ✓" (2" OR . 17 FT) TEE REQ'D? /
LEACHING
MIN 440 GPD? RESERVE AREA ( 4 ' FROM PRIMARY? �'"" 20-. SLOPE
100 ' TO WETLANDS �' 100 ' TO WELLS ' 4 ' TO S.H.GW " ~- (51 >2M/IN)
20 ' TO FND & INTRCPTR DRAINS ' 400 ' TO SURFACE H2O SUPP
4 ' PERM. SOIL BELOW FACILITY ..°°° MIN 12" COVER °�-°"� FILL? „ (15 . )
BREAKOUT MET?
TRENCHES "
MIN 440 gpd ." SLOPE (min . 005 or 6"/100 ' ) / SIDEWALL DIST. 3X EFF.
W OR D (MIN 61 ) RESERVE BETWEEN TRENCHES? ., IN FILL? t--"' MUST
BE 10 ' MIN. lam' 4" PEA STONE? r�""" VENT'S '�°�Y ( >3 ' COVER; LINES >501 )
BOT ...9µi~ a �x X LDNG ... _ TOT_
+ SIDE
(L x W x ) (DxLx2x ) (G/f`t2 )
Copyright 0 1996 by S.L. Starr '...