HomeMy WebLinkAbout2022 March 0,4/15/22
MAY fl 2 2022
Jeffrey Gould
HEALTH DEPT.
Southeast Regional Office
20 Riverside Dr.
Lakeville, MA 02347
Enclosed is the March 2022 Discharge Monitoring Report for Permit# 307-4
Month/Year
for KING'S WAY CONDOMINIUM in YARMOUTH
The following reports are included in submittal:
Daily ✓ Monthly Well Semi Annual Eff Annual lnf/Eff VOC
Weekly Eff Quarterly Eff Semi Annual Eff VOC Annual lnf/Eff
Bi Weekly Eff Quarterly Eff(p) Semi Annual Well Annual Eff
Bi Weekly Well Quarterly Eff VOC Semi Annual Well VOC Annual Well VOC
Bi Monthly lnf/Eff Quarterly Well
Monthly lnf/Eff
For questions on this report please contact: John Aprea
Name
At: 508.248.2892 JAprea@ RHwh ite.Com
Phone Email
I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance
with a system design to assure that qualified personnel properly gather and evaluate the information submitted.Based on my inquiry
of the person or persons who manage the system,or those persons directly responsible for gathering the information.The information
submitted is to the best of my knowledge and belief,true,accurate and complete.I am aware that there are significant penalties for
submitting false information,including the possibility of fine and imprisonment for knowing violations.
John Aprea 4/15/22_
Signature Print Name Date
CC: Wastewater Management Program/DEP, One Winter St/5th floor, Boston, Ma.
02108
YARMOUTH Board of Health
Richard Odmunsen, King's Way Trust, 10 King's Circuit, Yarmouth, Ma.
02675
Comments:
PLANT MET ALL DISCHARGE PERMIT REQUIREMENTS FOR MARCH 2022.PUMPED 30,000 GALLONS
FOR DIGESTER MAINTENANCE.
L
Massachusetts Department of Environmental Protection Permit Number: 307-5
Bureau of Resource Protection-Groundwater Discharge Permit Program
Facility: Kings Way
Groundwater Permit Sampling Date: 3-244
Daily Readings/Analysis Information
Date Effluent Reuse Irrigation Turbidity Influent Effluent Chlorine
Flow Flow Flow pH pH Residual
GPD GPD GPD (mg/I)
1 41664 7.1
2 42918 7.1
3 45695 7.2
4 45299 7.2
5 46424 7.1
6 45209 7
7 47755 6.8
8 38529 6.8
9 29902 6.8
10 34977 6.8
11 44623 6.7
12 48462 � ,. tc LLVg 7
13 44528 HFA`TH DEPT. 7
14 47920 7.1
15 43040 7.1
16 44939 7.1
17 43938 7.2
18 40734 7.1
19 45592 6.9
20 46137 7
21 49622 7.2
22 44367 7.2
23 52494 7.2
24 49337 7
25 45130 6.8
26 46238 6.8
27 45229 6.9
28 42789 6.9
29 40668 6.9
30 44862 6.9
31 49763 8.9
Massachusetts Department of Environmental Protection Permit Number: 307.
Bureau of Resource Protection-Groundwater Discharge Permit Program Facility: Kings Way
Frequency:Monthly
Groundwater Permit Sampling Date: 3/10/20
MONITORING WELL DATA REPORT
Contaminant Analysis Information
For"0"below detection limit,or not detected,enter"ND"
TNTC=too numerous to count.
NS=Not Sampled
DRY=Not Enough water in well to sample
CASING ELEVATIONS 65.6' 48.7' 88.2' 77.8' 51.1'
Parameter/Contaminant Units MW1 MW2A MW3 MW4A MW5
pH SU 5.9 5.9 6.1 5.9 6.1
Static Water Level Feet 6.8 9.6 11.9 5.6 8.9
Specific Conductance umhos/c 263 130 446 185 334
Monitoring Well Data for Groundwater Permit
s.)s ,1 LMassachusetts Department of Environmental Protection Permit Number: 307-4
Bureau of Resource Protection-Groundwater Discharge Permit Program Facility: King's Way
Frequency:Monthly
Groundwater Permit Sampling Date: 3/24/2022
DISCHARGE MONITORING REPORT
Contaminant Analysis Information
For"0"below detection limit,or not detected,enter"ND"
TNTC=too numerous to count.
NS=Not Sampled
Effluent Method
Parameter/Contaminant Units Influent Effluent Detection Limit
BOD mg/I p 160 6 3
TSS mg/I 120 5.7 2
Total Solids mg/I 7 420 290 10
Ammonia-N mg/I 23
Nitrate-N mg/I 3.9 0.05
Total Nitrogen(NO3+NO2+TKN) mg/I 8.7 0.5
Oil&Grease mg/I 2.2 0.5
Foaming Agents(MBAS) mg/I 0.41 0.12
Chlorides mg/I NS NS
a JI
HEALTH DEPT.
Groundwater Permit-Discharge Monitoring Report
Page 1 of 2
R.I. ANALYTICAL
Specialists in Environmental Services
LABORATORY REPORT
Whitewater, Inc. Date Received: 3/24/2022
Attn: John Aprea Date Reported: 4/4/2022
Wastewater Division P.O. Number
253B Worcester Rd.,Bldg 2
Charlton, MA 01507
Work Order#: 2203-04572
Project Name: PROJECT# 70037676 KINGS WAY CONDOMINIUMS - WWTP- MONTHLY
Enclosed are the analytical results and Chain of Custody for your project referenced above. The sample(s)
were analyzed by our Warwick, RI laboratory unless noted otherwise. When applicable subcontracted
results are noted and subcontracted reports are enclosed in their entirety.
All samples were analyzed within the established guidelines of US EPA approved methods with all
requirements met,unless otherwise noted at the end of a given sample's analytical results or in a case
narrative.
The Detection Limit is defined as the lowest level that can be reliably achieved during routine laboratory
conditions.
These results only pertain to the samples submitted for this Work Order#and this report shall not be
reproduced except in its entirety.
We certify that the following results are true and accurate to the best of our knowledge. If you have
questions or need further assistance, please contact our Customer Service Department.
Approved by:
,I
Nicole Skyleson
Data Reporting Manager
Laboratory Certification Numbers(as applicable to sample's origin state):
Warwick RI *RI LAI00033,MA M-R1015,CT PH-0508
Page 2 of 2
R.I. Analytical Laboratories,Inc.
Laboratory Report
MAY 0 2 2022
HEALTH DEPT.
Whitewater, Inc.
Work Order#: 2203-04572
Project Name: PROJECT# 70037676 KINGS WAY CONDOMINIUMS - WWTP- MONTHLY
Sample Number: 001
Sample Description: INFLUENT
Sample Type: COMPOSITE
Sample Date/Time : 3/24/2022 @ 11:00
SAMPLE DET. DATE/TIME
PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST
BOD 5 160 120 mg/I SM5210B 21ed 3/24/2022 20:58 ERS
Total Suspended Solids 120 2.0 mg/1 SM2540D 2011 3/28/2022 10:17 KPG
Total Solids 420 10 mg/1 SM2540B 18-2Ied 3/28/2022 20:00 TP
Ammonia(as N) 23 0.40 mg/1 EPA 350.1 3/25/2022 11:37 ASE
Sample Number: 002
Sample Description: EFFLUENT-COMPOSITE
Sample Type: COMPOSITE
Sample Date/Time : 3/24/2022 @ 11:00
SAMPLE DET. DATE/TIME
PARAMETER RESULTS LL IIT UNITS METHOD ANALYZED ANALYST
BOD 5 6.0 3.0 mg/1 SM5210B 21ed 3/25/2022 10:48 LKB
Total Suspended Solids 5.7 2.0 mg/1 SM2540D 2011 3/28/2022 10:17 KPG
Total Solids 290 10 mg/1 SM2540B 18-21ed 3/28/2022 20:00 TP
Nitrite(as N) 0.18 0.050 mg/1 EPA 300.0 3/25/2022 12:24 KPG
Nitrate(as N) 3.9 0.050 mg/1 EPA 300.0 3/25/2022 12:24 KPG
TKN(as N) 4.6 0.50 mg/1 SM4500NOrg-D 18-21ed 3/25/2022 11:00 KLS
Total Nitrogen(as N) 8.7 0.50 mg/1 CALCULATION 3/25/2022 11:00 KLS
Sample Number: 003
Sample Description: EFFLUENT-GRAB
Sample Type: GRAB
Sample Date/Time : 3/24/2022 @ 11:30 .
SAMPLE DET. DATE/TIME
PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST
LAS Surfactants(MBAS) 0.41 0.12 mg/1 SM5540C 18-21ed 3/24/2022 14:26 JEP
Oil&Grease Gravimetric 2.2 0.50 mg/1 EPA 1664A 4/1/2022 9:51 JMD
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L Massachusetts Department of Environmental Protection
Bureau of Resource Protection
Well Completion Reports
Well Driller
Please specify work performed: Address at well location:
LNew Well Street Number: Street Name:
24 ASTOR WAY
Please specify well type: Building Lot#: Assessor's Map#:
;irrigation 89
Assessor's Lot#: ZIP Code:
Number Of Wells: 113 02664
City/Town:
Well Location YARMOUTH
In public right-of-way: GPS
I C Yes r No North: West:
I _a
41.68179 70.19159
Subdivision/Property/Description:
Mailing Address:
r click here if same as well location address
Property Owner: Street Number: Street Name:
CHRIS GREENE PO BOX 100
City/Town: State:
Engineering Firm: YARMOUTH MASSACHUSETTS
ZIP Code:
02664
Board of health permit obtained:
_(Yes f:Not Required
Permit Number: Date Issued:
RELIVED
JUN 0 3 2022
HEALTH DEPT.
Massachusetts Department of Environmental Protection
Bureau of Resource Protection—Well Driller Program
Well Completion Reports(General)
Well Driller - General Well Form
DRILLING METHOD
Overburden Bedrock
Auger --Choose Bedrock—
WELL LOG OVERBURDEN LITHOLOGY
Drop in drill Extra fast or slow I Loss or addition
From(ft) To(ft) Code Color Comment
stem drill rate of fluid
IO J 115 I Medium Sand zi. Brown , [---
r rf Fast C Slow
YES NO Loss Addition
. .
._
115 1 135 I Fine To Coarse Si Brown — I C Fast t""Slow Loss Addrtwn
C C . ._ .__...._ C f.,
YES NO
—..... .........I
15 40 Fine To Coarse S Brown C C ('Fast ;7;1f C
YES NO
Loss Addition
WELL LOG BEDROCK L.ITHOLOGY
Loss or � ;Extra
Drop in Extra fast or ;Visible Rust
From(ft) To(ft) Code Comment addition of Large
drill stem !slow drill rate fluid I Staining Chips
I P
C C r r C C i.
�I I --J f Choose Code mil r Yes! Ir Yes!
YES ND Fast Slow Loss Addition + !---i
ADDITIONAL WELL INFORMATION
Developed G Yes C Nb Disinfected (Yes C No
Total Well Depth 40 Depth to Bedrock
Surface Seal Type �e _=racture Enhancement
C Yes i�'No
CASING r Is Casing above ground?
..............
From To Type Thickness Diameter Driveshoe
_.__ I 37 -`_ Polyvinyl Chloride .Schedule 40 L.7]._ —MN €r Yes
SCREEN r No Screen
From To type Slot Size Diameter
137 I [4_0 1 Stainless Steel Well Point r 0.012m_i i t4 )
WATER-BEARING ZONES r DRY WELL
,From To Yield(gpm)
291 40 112
PERMANENT PUMP(IF AVAILABLE)
2 Wire Constant Speed
Pump Description Horsepower
Submersible 1/2
Pump Intake Depth(ft) 36 Nominal Pump Capacity(gpm) 10
Massachusetts Department of Environmental Protection
Bureau of Resource Protection—Well Driller Program
Well Completion Reports(General)
ANNULAR SEAL/FILTER PACK
From To Material 1 Weight Material 2 Weight Water Batches Method Of
(gal) (count) Placement
mm Choose Material E Choose Material [ -Choose One- _1
WELL TEST DATA
Time Pumped Pumping Level(ft Time To Recover Recovery(ft
Date Method Yield(gpm) (HH:MM) BGS) (HH:MM) BGS)
03/31/20 Constant Rate Pump 12 01:30 30 00:01 29 1
WATER LEVEL
Date
Measured
Static Depth BGS(ft) Flowing Rate(gpm)
-0-373-172-02-21 12
COMMENTS
WELL DRILLERS STATEMENT
This well was drilled or altered under my direct supervision,according to the applicable rules and regulations,and this report is complete
and accurate to the best of my knowledge.
Supervising Driller DESMOND
WILLIAM Monitoring[M] III,
Signature
DrillerURQUHART Registration# 764 THOMAS,E
DESMOND WELL
Date Job Complete
Firm DRILLING INC. Rig Permit# 0551 104/12/2022
NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion.
1
-
ENVIROTECHLABORATORIES,INC.
MA CERT. NO.:M-MA 063
8 Jan Sebastian Drive Unit 12
Sandwich,MA 02563
(508)888-6460 1-800-339-6460
FAX(508)888-6446
Client Name: Desmond Well Drilling Location:
Address: PO Box 2783 24 Astor Way
Orleans, MA S.Yarmouth,MA
02653 Lab Number: DW-220907
Collected By: Desmond Well Drilling Date Received: 03/31/22
Sample Type: Irrigation Well Specs: 40'/29'
Locution Source Date Collected Time Collected Comments
A 03/31/22 13:00' Well
Analysis Requested Units Recommended Limits Analysis Result Method Date Analyzed Analyzed By
Total Coliform CFU/100mL 0 0 SM9222B 03/31/2022 AC @ 1545
pH pH units 6.5-8.5 6.21 SM 4500-H-B 03/31/2022 RS
Specific Conductances umhos/cm 500 162 EPA 120.1 03/31/2022 RS
Nitrite-N mg/L 1.00 <0.006 EPA 300.0 03/31/2022 RS
Nitrate-N mg/L 10.0 4.25 EPA 300.0 03/31/2022 RS
Sodium mg/L 20.0 23 EPA 200.7 04/06/2022 KB
Total Iron mg/L 0.3 0.92 EPA 200.7 04/06/2022 KB
Manganese mg/L 0.05 0.014 EPA 200.7 04/06/2022 KB
Comments:
pH is below recommended limit and may have corrosive characteristics.
Sodium level is not a health hazard.
Iron Level is not a health hazard, but may cause taste and staining problems.
All samples were analyzed within the established guidelines of US EPA approved methods with all requirements met,
unless otherwise noted at the end of a given sample's analytical results.
We certify that the following results are true and accurate to the best of our knowledge.
Water meets EPA standards and is suitable for drinking for parameters tested.
/er 4
1 Al Date 4/7/2022
Ronald J.Saari
Laboratory Director
BRL a Below Reportable Limits *See Attached Page 1 of 1
cCerttfication is not available for this analyte for potable water samples..
I
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