HomeMy WebLinkAboutCorrespondence - 193 LACY STREET 9/23/2004 50 Water Street, Dill 1, Suite#13
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110 Newburyport, Massacl'rusetts 01950
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Voice (978)465-7776
Fax(978)465-5455
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Civil/Site and Environmental Engineering
Land development and Permit Acquisition
September 23,2004
Town.of North Andover
Health Department
27 Charles Street
North Andover„MA 01.845
RSA,: Mr./Mrs.Arlen Fritsminger,Repair Subsurface Sewage Iisposal Plan for
193 Lacy Street,North Andover,MA;Assessors Map 105D,Lot t 60
Enclosed please find three copies of the above subject plan,one copy of the MDEP born 1.1 and 12 Soil
Suitability Assessment,a.septic, plan submittal form,and a partially completeel Application for Disposal System
Construction Permit.Also enclosed is a checl<for the review fee of$225.00.
All of the above:are being subnv.tted to you for approval. Should the plan be required to go before the Board of
He:altlz,please let me Imow the date and time of the hearing as soon as possible.please do not hesitate to contact
me should you have any questions or comnnent.5 regarding any of the above.
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TOWN OF fl��wwfl hk `��t(�G�fl'i�
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Cc: Mr.. Arlen :Entsminger, 193 Lacy Street, No.Andover,MA 01845
Eric: (3) SSDS Plans
(1) Sail Suitability Assessment
(1) Disposal System.Construction Permit Application
(1) Septic Plan Submittal Corm
(1) Check for review fee
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No. THE COMMONWEALTH OF MASSACHUSETTS FEE
BOARD OF HEALTH
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APPLICATION F® IS SAL SYSTEM CONSTRUCTION I T
Application for a Permit to Construct ( ) Repair (%,/Upgradc ( ) Abandon ( ) - ❑Complete System ❑Individual Components
I CQ) QAC'` — Z 1D
Mali/Parcel# � 3� rc_
Lot# Telephone#
LC
Installer's Name Designer's Name
Address Adores
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Telephone It Tcicphonc#
Type of Building: �1� an-it Lot Size
Dwelling—No. of Bedrooms C7 Garbage Grinder (k, "
Other—Type of Building No.of persons Showers ( ), Cafeteria ( )
Other fixtures
Design Flow(min.required)4A(Q gpd Calculated design flow 0—gpd Design flow provided 52Zgpd
Plan: Date W o4 Number of sheets M0 Revision Date
Title - -
Description of Soil(s) k-1-
Soil Evaluator Form No. Name of Soil valuator,- lWN� ate of Evaluation
DESCRIPTION OF REPAIRS OR ALTERATIONS DDK� AM QP-CI VCS 1 4 S-C—PZ
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of
TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health.
Signed Date
Inspections
FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96
Calculation Sheet Milestone Engineering Services, Inc.
Title : SSDS System Curve Calculation 50 Water Street, Mill No. 1, Suite No. 13
Project : STE0404- 193 Lacy Street, North Andover, MA Newburyport, MA 01950
By : JAS
Purpose
The purpose of this calculation is to determine the system performance curve of the
the proposed pumped subsurface sewage disposal system..
Forcemain Description
2.00 Inch Internal Diameter SCH40 PVC Forcemain
140 Hazen-Williams C Value for forcemain friction loss
13 Total Forcemain Run (feet)
Forcemain Fixtures
Number Fixture Fixture K
1 Gate Valve(Full Open) 0.20
1 Swing Check Valve(Full Open) 2.50
1 Short-radius Elbow(r/Dia= 1.00) 0.90
1 Standard Tee(Out Side) 2.00
5.60 Total Fixture K
Static Losses
133.47 Centerline Forcemain Discharge End Elevation (feet)
123.52 All Pumps Off Elevation in Dose Chamber(feet)
9.95 Difference is Static Lift (feet)
2.50 Distal End Pressure Head (feet)
3.28 Pressure Distribution Network Head Loss (feet)
Total Dynamic Head (Hazen-Williams Formula)
Discharge Velocity Velocity Head Forcemain Fixture Static TDH
(gpm) (fps) (ft) Headloss(ft) Headloss (ft) Headloss (ft) (ft)
20 2.04 0,13 0.1 0.7 13.2 14.1
40 4.09 0.52 0.5 2.9 13.2 16.6
60 6.13 1.17 1.0 6.5 13.2 20.7
100 10.21 3.24 2.5 18.2 132 33.9
40.0
35.0
30.0
X0 25.0
20.0
15.0
10.0
0 5.0
0.0
20 40 60 100
Discharge Rate (gpm)
9/22/2004 Sheet 1 of 1
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Uommonwealth of Massaahusefts
igyl I own of
Percolation Test
Form 12
Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage
Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but
the information must be substantially the same as that provided here_ Before using this form,check with
the local Board of Heap to determine the form they use-
t�p¢aa A. Site a alien
6PV`kter fining out
form or,th-0 i
computer,use
only the tab key Owner:`far
C make your
use the- et not Street Address or Lot
key-
use the retesm
City(rown State dip Code
>,.one� Contact Person(if different tram CRvner) Tele Number—�—m
B. T est Resorts
CTa T;:me Date Tin e
Observation Hole# --V
6 5k
Depth of Pero
Start Pre-Soak N7- '- l s P Yl
End Pry-Soak
Time at 12' ---
Time at 9"
Time at E"
k-1 IQ/
Rate(Min./Inch) il �-__
Test Passed: r
UU
Test Passed: ED
Test Failed-. El €est Failed: �€
Test Performed By-
WrAnessed By:
Comments:
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