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Home My WebLink About2022-04-28 Board of Health Minutes North Andover Board of Health Meeting Minutes Thursday—April 28,2022 7:00 p.m. 120 Main Street, Board of Select Room Live broadcast can be heard on www.northandovercam.org Present: Joseph McCarthy,Dr.Patrick Scanlon,Michelle Davis,Dr.Max Tilson,Brian LaGrasse,Stephen Casey Jr and Carolyn Lam. I. CALL TO ORDER The meeting called to order at 7:00 pm. I1. PLEDGE OF ALLEGIANCE III. PUBLIC HEARINGS A. Dean Dynan—Appeal of Septic Installer's License application denial Brian LaGrasse explains why Mr.Dean Dynan's license application was denied due to septic construction issues with sand and the construction process. (Appendix A.) Dean Dynan defends himself against the issues stated in correspondence. Brian recommends that the license be suspended for one year. Motion made by Dr.Patrick Scanlon to uphold the one-year suspension of Septic Installer's License. Mr. Dynan may reapply for a 2023 license. Seconded by Michelle Davis,all in favor. (4-0-0) IV. COMMUNICATIONS,ANNOUNCEMENTS,AND DISCUSSION A. Announcement—Board member Daphne Alva LaFleur has resigned from the Board of Health. Ms. LaFleur will be missed. B. COVID19 Updates—Brian LaGrasse and Carolyn Lam discuss the virus. There has been a small uptick of COVID19 and influenza. Dr.Patrick Scanlon and Dr.Max Tilson discuss COVID19 in the hospital setting. Unfortunately,the Town of North Andover is up to 94 deaths total over 2 years. Wastewater data has been added to the packet of information from GLSD. (Appendix B.) C. Public Health Excellence Grant Program for Shared Services—(Appendix C.)The Town of North Andover,Health Department,has joined with 6 local communities to apply for a shared services public health grant. The communities are North Andover,Andover,Reading,North Reading,Haverhill, Lynnfield and Wilmington. The grant funds are for$300,000 for three years. If acquired,the funds will be used to hire regional staff to help augment staff employment in terms of inspector backfill, public health nursing assistance and regionalization trainings. The grant looks promising. The Town of North Andover would like to hire a training coordinator to help standardize various inspections. The Community Health Assessment has gone to bid. 2022 North Andover Board of Health Meeting Page 1 of 2 Board of Health Members:Joseph McCarthy,Chairman;Michelle Davis,RN,Clerk/Member;Daphnee Alva-LaFleur,Member; Dr.Patrick Scanlon,DO,Town Physician/Member;Max Tilson MD,Member.Health Department Staff:Brian LaGrasse,Health Director;Stephen Casey Jr.,Health Inspector;Carolyn Lam,Public Health Nurse;Toni K.Wolfenden,Health Department Assistant D. Animal Regulations—Brian LaGrasse explains that the drafted regulations are ongoing. More will be discussed at next meeting. E. COVIDI9 Records—to access your vaccination records go to myvaxrecords.mass.gov V. ADJOURNMENT MOTION made by Dr.Patrick Scanlon to adjourn meeting. Seconded by Dr.Max Tilson,all in favor, motion approved. The meeting adjourned at 7:43pm.(4-0-0) Prepared bv: Toni K. Wolfenden, Health Dept.Assistant Reviewed by: All Board of Health Members&Brian LaGrasse, Health Director Signed by: 5J-2(� L fiche a avis, Clerk of the Board Date gigned Documents Used at Meeting: Agenda Dean Dynan paperwork and correspondence COVIDI9 statistics Grant Information—Coversheet North Andover Board of Health Meeting Agenda Thursday, April 28, 2022 7:00 pm 120 Main Street Board of Select Room Live broadcast can be heard on www.northandoverma.gov I. CALL TO ORDER II. PLEDGE OF ALLEGIANCE IIl. PUBLIC HEARINGS A. Dean Dynan—Appeal of Septic Installer's License application denial IV. COMMUNICATIONS,ANNOUNCEMENTS,AND DISCUSSIONS A. COVIDI9—Updates V. ADJOURNMENT 2022 North Andover Board of Health Meeting—Meeting Agenda Page I of 1 Note: The Board of Health reserves the right to take items out of order and to discuss and/or vote on items that are not listed on the agenda. Board of Health Members: Joseph McCarthy,Chairman;Michelle Davis,RN,Clerk/Member;Daphnee Alva-LaFleur,Member; Dr.Patrick Scanlon,D.O.Town Physician/Member;Dr.Max Tilson,MD,Member Health Department Staff:Brian LaGrasse, Health Director;Stephen Casey,Public Health Inspector,Caroline Ibbitson,RN,Public Health Nurse;Toni K.Wolfenden, Health Department Assistant. North Andover Health Department Community Development Division April 6,2022 Dean Dynan 2 Suntaug Street Lynnfield, MA 01940 Disposal Works Installer's Application #65198 Mr. Dynan: Please be advised that we received an application to renew your Disposal Works Installer's Permit in the Town of North Andover for the 2022 septic season. During the 2021 septic season,multiple issues were noted on a septic system you installed at 1010 Johnson Street. The issues at this location include but are not limited to the following: • The initial bottom of the bed inspection on June 17'h,2021 noted the excavated area was not the correct length and width,requiring a reinspection; • The final construction inspection on July 61h,2021 noted the septic tank did not have a manhole cover to grade over the effluent filter; • The final construction inspection on July 61h,2021 noted the pump chamber had floats that were not adequately secured to the float mast; • The final construction inspection on July 61h,2021 noted the distribution box needed hydraulic cement at the pipe penetrations; • The final construction inspection on July 61h,2021 noted that the sand installed under the leaching field was not compliant with the specifications required by 310 CMR 15.000. This was then confirmed by two separate sieve analysis and was ordered to be removed from the excavated bed bottom; • Notices of Noncompliance were sent to you dated July 141h, 2021 and July 28'h,2021 requiring you to bring the site into compliance by removing the sand fill that did not comply with the standards listed in 310 CMR 15.000 and to submit receipts for all sand to be brought into the site as well as receipts for sand that had already been brought on site; • The installation at 1010 Johnson Street was ultimately completed by another installer due to the new homeowner's decision to move forward with them. The aforementioned items noted are only from the last installation your performed in 2021 in North Andover. There have been other installation issues at other locations in North Andover as well. These construction issues require additional inspections from the Health Department and a delay in the completion of the septic system installation. These issues demonstrate a lack of knowledge of and experience with the proper construction and installation of systems in accordance with 310 CMR 15.000. Due to these issues and in conjunction and 310 CMR 15.019 (Title 5), you are hereby given notice in accordance with Section 7.5.1 of the Town of North Andover's Minimum Requirements for the Design, Construction and Maintenance of Onsite Wastewater Treatment and Disposal Systems that your Application 465198 - 2022 Disposal Works Installer's Permit is DENIED. You have the right to request a hearing before the Board of Health if you feel your Disposal Works Installer's Application should be reconsidered for approval. A request for said hearing must be made in writing and received by the Health Department within seven(7) days from receipt of this letter. If you have any questions, corninents or concerns,please feel free to call me between the hours of 8:00-4:30 on Monday, Wednesday and Thursday, 8:00-6:00 on Tuesday and 8:00-12:00 on Friday. Any questions regarding this matter can be submitted to the North Andover Health Department. Sine ly, rian Grasse, CEHT Director of Public Health Cc: Uploaded to Permit Application 465198 BOH File Stephen Casey, Health Inspector Suzanne Egan, Town Counsel Machu `T Stephen Casey<scasey@northandoverma.gov> 1010 Johnson street sand 1 message Stephen Casey <scasey@northandoverma.gov> Thu, Jul 8, 2021 at 3:28 PM To: Dean Dynan <deandynan@yahoo.com> Hi Dean, We are working on getting the Title 5 sand analyzed that was in question at 1010 Johnson Street. Do you have the receipts showing where the sand was purchased from?The designer sent over the initial sieve analysis from R. Pepin and Sons Concrete. If all the sand was all purchased from that location, we may be able to contact them to have them conduct the sample analysis. If not,we can use one of the other locations we have contacted. Best, Stephen Casey Jr. Health Inspector Town of North Andover U ar-_ Nouov tassachus Stephen Casey<scasey@northandoverma.gov> r4 z 1010 Johnson Street summary 1 message Stephen Casey<scasey@northandoverma.gov> Wed, Jul 14, 2021 at 3:59 PM To: Brian LaGrasse<blagrasse@northandoverma.gov> Outline of septic installation -6/17/21 - Bottom of bed excavation inspection (load of sand on site was approved). Dean noted he had more sand on the way, and I allowed him to drop it in the street side of hole as this side was the correct width (25 feet). Hole was 5 feet short in length and a couple feet short width-wise further down. -6/21/21 - Bottom bed reinspection & pump chamber hole inspection (bottom bed size was fixed. sand on site was same quality as 6/17) -Final construction inspection completed by Dan. O (1 was on site)on July 6th, 2021 and, as usual, Dan dug into 3 areas of the septic sand to check the quality. Questions arose due to large amounts of staining on our hands. It was decided that a sample of the sand in question would be sent out for a sieve analysis. -7/8/21 1 emailed Dean for receipts showing purchase of sand and total amounts (no response) -7/9/21 1 dropped off a sample of sand from 1010 Johnson Street to Yankee Engineering &Testing in Worcester MA -7/13/21 we received the attached letter and sieve analysis showing the sand on site did not meet Title 5 Requirements. -7/13/21 (same day as results)emailed Dean and James Kavannaugh and attached sand sample analysis showing fail. I also left Dean a voicemail regarding a timeline moving forward for the project. Stephen Casey Jr. Health Inspector Town of North Andover 2 attachments .� 2021-59 -L30241A Title V letter 7-13-21 Town of N Andover-1010 Johnson St(1).pdf 117K 2021-59 - L30241A grade 7-13-21 Town of N Andover- 1010 Johnson St.pdf 107K �� 1�g111��1'ltlg Toting, 14P. July 13,2021 Mr. Stephen Casey Jr. Town of North Andover 120 main Street North Andover, MA 01845 RE: MA.310 CMR Septic Fill(Title 5) Soil Gradation Analyses 1010 Johnson St—Title V Septic Sand North Andover,Massachusetts Project# 2021-59 Dear Mr. Casey: Presented herein are the results from one(1)gradation analyses,performed on a sample (L-30241A)of proposed "Title 5" Septic soil, submitted July 9, 2021 and stated to represent the above source. The sample, weighing about 5 lb., was tested in accordance with ASTM D-422 washed sieve methods, yielding the following summarized results: L-30241A: 1010 Johnson St.N. Andover—Title 5 Septic Fill Soil USCS Soil Classification=SP-SM: brown f/m sand trace silt trace gravel Sieve Percent MA 310 CMR Septic(Title V)Soil Sieve Total Sand Size Passing Gradation Limits(%Passing) Size %Pass %Pass 2" 100 100%By Weight of Total Sample 2" 100 100 1" 100 no gradation limits 3/4" 100 100 j 1/2" 100 no gradation limits #4 96 100 #4 96 55%-100%By Wt.of Total Sample #8 92 96 #16 86 90 #30 74 77 #50 52 10%-100%By Wt.of Sand Fraction #50 50 52 #100 20.2* 0%-20% By Wt.of Sand Fraction #100 19.4 20.2* L#200 8.5* 0%-5% By Wt.of Sand Fraction #200 8.1 8.5* As can be seen above, and on the attached"sand fraction" (100% <#4) gradation curve, the submitted sample did NOT satisfy the MA. State gradation requirements(listed above)for"Title V"septic fill soil j as it was too fine(too silty)on#100 and#200 sieves. i Should you need additional information,or require further soil testing services,please do not hesitate to contact me at our Worcester office. Regards, cots M. Mensen,P.E.,P.G. Director of Testing Services 10 Mason Street Worcester Massachusetts 01609 Tel(508)831-7404 Fax(508)831-7388 CONSTRUCTION INSPECTION&MATERIALS TESTING www.yankeeengineering.com Particle Size Distribution Report o00 C C C C C C O O O O O 0 V O 04 100 I l ( MA Title V se tic Sand Fraction 90 80 I \ I I I I I I I I I I \ I I I I I I I I I I I I I \ I I Il I I I 70 I I I I I I I I \ I I I I I W 60 I I \\ I I I z 50 I I w 40 I I I I I I I I I I I I I 111 I I 30 I I I I I I I I I I I II I I I I I I I I I I I \I I I I I 20 I I I I I I I I I I\ I I I I I I I I I I I I I I \ I I I 10 I I I I I I I I I I I I I 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE -mm. %+3" 77T—%Gravel %Sand %Silt %Clay 0.0 1 0.0 91.5 8.5 SIEVE PERCENT SPEC.` PASS? Material Description SIZE FINER PERCENT (X=NO) Brown Urn sand trace silt trace gravel 44 100.0 100.0 Shown results exclude 4%gravel(no stone>3/4") #8 96.2 #16 90.0 #30 76.7 Atterberg Limits #50 51.8 10.0- 100.0 PL= NP LL= NV P1= NP #100 20.2 0.0-20.0 X Coefficients #200 8.5 0.0-5.0 X D85= 0.8662 D60= 0.3633 D50= 0.2890 D30= 0.1914 D1 5= 0.1237 D1 0= 0.0885 CU= 4.10 Cc= 1.14 Classification USCS= SP-SM AASHTO= A-3 Remarks Sample submitted by client on 07/09/21 Close to MA Title V Septic Sand Fraction gradation limits See letter dated 07/13/21 for additional information MA Title V(septic)Sand Fraction Sample No.: L-30241A Source of Sample: 1010 Johnson St-N.Andover MA Date: 07/12/21 Location: Proposed Title V Septic Soil(sand fraction) Elev./Depth: submitted YAN KE E ENGINEERING Client: Town of North Andover Project: Town of North Andover j Various Projects/Sites & TESTING, INC. Project No: 2021-59 Tested By: RM Checked By: SMM Bentley Warren Trucking Inc PO Box 626 Invoice 1psrr assachusetts 01938 978 356-500 # INV-022573 978-3S6-9437 fax Balance Due $1,263.16 Invoice Date : 06.21,21 Bill To I erms : 2%10 NET 30 DEAN R. DYNAN Due Date : 07.21.21 2 SUNTAUG STREET LYNNFIELD,MA 01940 P.O* : PICKED UP BY WOOD Description Unit of SAND TN 23.37 19,75 461.56 PRESBY SAND- IPSWICH CRLEDGE _IN 23.08 -4.00 -92,32 PURCHASE OF LEDGE TO OFFSET AIR CRLEDGE TN 23.11 -4.00 -92.44 PURCHASE OF LEDGE TO OFFSET AIR SAND TN 22.79119.75 450.10 PRESBY SAND- IPSWICN SAND TN 22.84 19.75 451.09 PRESBY SAND. IPSWICt f Sub Total 1,177.99 MA(6.2S%) 85.17 Total $1,263.16 Balance Due $1,263.16 erms & Conditions If accounts are due and payable within 30 days from invoice date. Any remaining balance will be charged a finance charge of 1.5% er morph(18%per year)until the unpaid balance is fully paid.2% 10/net 30 days on all invoices.Please take discount before taxes 1d shipping charges. Bentley Warren Trucking,Inc. — - 105 Turnpike Road • P.O. Box 626 Ipswich, MA 01938 • (978)356-5000 TICKET # 148924 TIME IN 6/17/2021 9:49:38 AM TIME OUT 6/17/2021 10:02:40 AM CUSTOMER DYNDEA - DEAN R DYNAN PO No. HAULER WOOTRU - WOOD TRUCKING CORPORAT1Ifi1tk No. 16-WOOD DELIVER TO : M :0 ZONE Unspecified M TERIAL PRESBY SAND/C33 G OSS 78720 lb 39.36 TARE 31980 lb 15.99 NET : 46740 lb 23.37 Trucking : $0.00 All accounts are due and payable within 30 days from invoice date.Any account remaining unpaid thereafter,will be charged a finance charge of IX%per month(18%per year)until the unpaid balance is fully paid.NOT RESPONSIBLE FOR ANY DAMAGES PAST CURB LINE. - � Bentley Warren Trucking,Inc. 105 Turnpike Road • P.O. Box 626 Ipswich, MA 01938• (978)356-5000 TIME IN : 6/17/2021 12: 10:07 PM TICKET # 148960 CUSTOMER : DYNDEA - DEAN R DYNAN TIME OUT 6/17/2021 12:10:07 PM PO No. �3 HAULER WOOTRU - WOOD TRUCKING CORPORAT4 t;k No. ;DELIVER TO ; 16-WOOD MIFhlO MATERIAL : PRESBY SAND/C33 ZOidE Unspecified GROSS 77560 1b 38. 78 ARE 31980 lb 15. 99 NET 45580 1b 22.79 Trucking $0. 00 ' r=. All accounts are due and payable within 30 days from invoice date,Any account remaining unpaid thereafter,will be charged a finance charge of 1'/:%per month(18%per year)until the'unpaid balance is fully paid.NOT RESPONSIBLE FOR ANY DAMAGES PAST CURB LINE. I Bentley Warren Trucking,Inc. 105 Turnpike Road • P.O.Box 626 x I Ipswich, MA 01938 (978) 356-5000 TICKET # 148901 TIME IN 6/17/2021 7-: 55: 05 Ard TIME OUT : 6/17/2021 7 :55:05 AM CUSTOMER : DYNDEA - DEAN R DYNAN PO No. HAULER : F,OOTRU - WOOD TRUCKING CORPORATIiMtk No. 16-WOOD DELIVER TO ,tile MO ZONE Unspecified 111' TERIAL PRESBY SAND/C33 GkQSS 78520 1b 39.26 liAk,E 32840 1b 16. 42 }ET 45680 lb 22.84 Trucking : $0.00 All accounts are due and payable within 30 days from invoice date.Any account remaining unpaid thereafter,will be charged a finance charge of IX%per month(18%per year)until the unpaid balance is fully paid.NOT RESPONSIBLE FOR ANY DAMAGES PAST CURB LINE. No j av 4" Stephen Casey<scasey@northandoverma.gov> 1010 Johnson Scott Mensen <scott@yankeeengineering.com> Tue, Jul 20, 2021 at 10:04 AM To: Stephen Casey<scasey@northandoverma.gov> Cc: Brian LaGrasse<blagrasse@northandoverma.gov> Hi Stephen, It is difficult to get a representative sample from an installed site. It can become contaminated with fines during installation. The overwhelming majority of septic sand we get in the lab, is from the pit. But if you were to sample from the installed system, make sure you are deep enough where the sand is uniform. Hand augers or post hole diggers work best, but watch out for the side walls and soil stuck to the sides. A composite of 3 samples should adequately represent the in-place sand. Attached is an ASTM for sampling procedures by different methods. Regards, Scott M. Mensen, P.E., P.G. President qapp Lnginegm' a ing 14P. [Quoted text hidden] D751375-14 Sampling Aggregates.pdf 308K Particle Size Distribution Report O O O C C C C C C O N O O 0 O N t0 th N � � ("1 # # � � # # # # 100 I I I I MA Title V(septic)Sand Fraction I I I I I I I I � I I II I I I 90 80 I I I 70 so LL ~ I I I I I I I I I I I I I I Z 50 LLJ I I I I I I I I I I C I I I w 40 I I I d I I I I I I I I I I I I I I I I I I I I I I I I ICI I I 30 20 10 I I I I I I I I I I I I I 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE-mm. +3" %Gravel %Sand %Silt %Clay 0.0 0.0 92.2 7.8 SIEVE PERCENT SPEC.* PASS? Material Description SIZE FINER PERCENT (X=NO) Light brown f/m sand trace silt trace gravel #4 100.0 100.0 Shown results exclude 3%gravel(no stone> 1/2") #8 97.0 #16 89.6 #30 74.9 AtterbergLimits #50 47.5 10.0- 100.0 PL= NP LL= NV P1= NP #100 18.6 0.0-20.0 Coefficients #200 7.8 0.0-5.0 X D85= 0.9023 D60= 0.3985 D50= 0.3166 D30= 0.2042 D15= 0.1302 D10= 0.0949 Cu= 4.20 CC= 1.10 Classification USCS= SP-SM AASHTO= A-3 Remarks Sample submitted by client on 07/23/21 Did not meet MA Title V Septic Sand Fraction gradation limits See letter dated 07/27/21 for addititional information MA Title V(septic)Sand Fraction Sample No.: L-30293A Source of Sample: 1010 Johnson St-N.Andover MA Date: 07/27/21 Location: 1010 Johnson St-Title V Sand(sand fraction) Elev./Depth: submitted YA N K E E ENGINEERING Client: Town of North Andover Project: Town of North Andover Various Projects/Sites & TESTING, INC. Project No: 2021-59 Tested By: AK Checked By: SMM ( s;av' t1g11"lg July 27, 2021 Mr. Stephen Casey Jr. Town of North Andover 120 main Street North Andover,MA 01845 RE: MA.310 CMR Septic Fill(Title 5) Soil Gradation Analyses 1010 Johnson St—Title V Septic Sand North Andover,Massachusetts Project#2021-59 Dear Mr. Casey: Presented herein are the results from one (1)gradation analyses,performed on a sample (L-30293A)of proposed "Title 5" Septic soil, submitted July 23, 2021 and stated to represent the above source. The sample, weighing about 5 lb., was tested in accordance with ASTM D-422 washed sieve methods, yielding the following summarized results: L-30293A: 1010 Johnson St.N.Andover—Title 5 Septic Fill Soil USCS Soil Classification=SP-SM: light brown f/m sand trace silt trace gravel Sieve Percent MA 310 CMR Septic(Title V)Soil Sieve Total Sand Size Passing Gradation Limits(%Passing) Size %Pass %Pass 2" 100 100%By Weight of Total Sample 2" 100 100 1" 100 no gradation limits 3/4" 100 100 1/2" 100 no gradation limits #4 97 100 #4 97 55%-100%By Wt.of Total Sample #8 94 97 #16 87 90 #30 72 75 #50 48 10%-100%By Wt.of Sand Fraction #50 46 48 #100 18.6 0%-20% By Wt.of Sand Fraction #100 18 18.6 #200 7.8* 0%-5% By Wt.of Sand Fraction #200 1 7.5 7.8* As can be seen above, and on the attached"sand fraction" (100% <#4) gradation curve,the submitted sample did NOT satisfy the MA. State gradation requirements(listed above)for"Title V"septic fill soil as it was too fine"silty"on the#200 sieve. Should you need additional information,or require further soil testing services,please do not hesitate to contact me at our Worcester office. Regards, Cott M. Mensen,P.E., P.G. Director of Testing Services 10 Mason Street Worcester Massachusetts 01609 Tel(508)831-7404 Fax(508)831-7388 CONSTRUCTION INSPECTION&MATERIALS TESTING www.yankeeengineering.com R.Pepin and Sons Concrete Sand Samples SAND GRADATION WORK SHEET PLANT LOCATION: Agway Pit-Sanford Maine TESTED BY: Matt Pepin - DATE TESTED: 6/7/2021 - MATERIAL TYPE: Pepin Georgetown Sand-ASTM C-33 _ PRODUCTION TYPE: Screening Plant SAMPLE TESTED: Sanford Plant SAMPLE WEIGHT: 62.0 SIEVE SIZE RETAINED CUMLATIVE %PASSING Title 5 ASTM C-33 SPECS MDOT 703.1 ------- - 3/8" 0.0 0.00 100.00 100 100 .5 0.81 99.19 100.00 95to100 95to100 8 8.6 13.87 86.13 80 to 100 80 to 100 16 19.5 31.45 68.5 45 to 80 50-85 30 38.1 61.45 38.5 25 to 60 25 to 60 50 52.1 84.03 16.0 10-100 10 to 30 10-30 100 57.8 93.23 6.77 0-20 2 to 10 2-10 200 1 60.3 907 6 2.74 0-10 0 to 3 0.5 PAN 62.0 100.00 0.00 - F.M. 2.2-3.1 2.26-3.14 F.M. 2.85 Target Range:2.7- 2.9 Lower=Finer Higher=Coarser Page 1 • yY��'i:�b.1�6' . • • North Andover Health Department Community and Economic Development Division ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: 1010 Johnson Street MAP: 107.A LOT: 0137 INSTALLER: Dean Dynan — 508-726-9935 permit # 59800 vp DESIGNER: James Kavanaugh — 978-375-9781 septic plan submittal #57113 vp PLAN DATE: 10.20.2020 BOH APPROVAL DATE ON PLAN: 01.21.2021 INSPECTIONS TANK INSPECTION: S. Casey — pump only 6.21.2021 DATE OF BED BOTTOM INSPECTION:6.17.2021 and 6.21.2021 S. Casey DATE OF FINAL CONSTRUCTION INSPECTION: 7/6/21 — D. Ottenheimer DATE OF FINAL GRADE INSPECTION: SITE CONDITIONS ❑ Contractor reports any changes to design plan ❑ Existing septic tank properly abandoned ❑ Internal plumbing all to one building sewer ❑ Topography not appreciably altered Comments: 7/6/21 — Existing septic tank examined by installer and determined to be acceptable in terms of its physical integrity and tees and baffles. Effluent filter exists on outlet side but there was no manhole cover to finished grade over it, this was requested to be installed. SEPTIC TANK ❑ Building sewer in continuous grade, on compacted firm base ❑ Cleanouts per plan ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ❑ 1500 gallon tank has been installed H-10 loading ❑ Monolithic tank construction ❑ Water tightness of tank has been achieved by visual testing ❑ Inlet tee installed, centered under access port ❑ Outlet tee installed, centered under access port (gas baffle/effluent filter) ❑ inch cover to within 6" of finish grade installed over one access port ❑ Hydraulic cement around inlet & outlet Comments: 7/6/21 — Existing tank was not inspected, but did request manhole to finished grade over effluent filter PUMP CHAMBER ® Bottom of tank hole has 6" stone base ® 1000 gallon Pump Chamber installed ® H-20loading ® Monolithic tank construction ® Inlet tee installed, centered under access port ® Pump(s) installed on stable base ® Alarm float working ® Pump On/Off floats working ® Drain hole in pressure line ® 24" cover at final grade installed over pump access port ® Water tightness of tank has been achieved by visual testing ® Rubber boots around inlet & outlet Comments: 7/6/21 — Floats not adequately secured to float mast, requested additional securing mechanism CONTROLPANEL ® Alarm & Pump are on separate circuits ® Alarm sounds when float is tripped ❑ Location of control panel: basement ❑ Alarm signal located inside: basement Comments: DISTRIBUTION-BOX ❑ Installed on stable stone base ® H-20 D-Box ® Inlet tee (if pumped or >0.08'/foot) ❑ Hydraulic cement around inlet & outlets ® Observed even distribution ❑ Speed levelers provided (not required) ® Schedule 40 PVC Pipe Comments: 7/6/21 — Hydraulic cement needed at pipe penetrations SOIL ABSORPTION SYSTEM (General) ® Bottom of SAS excavated down to C soil layer, as provided on plan ® Size of SAS excavated as per plan ® Title 5 sand installed, if specified on plan ® 40 Mil HDPE barrier installed ® Laterals installed and ends connected to header and vented ® Elevations of laterals installed as on approved plan ❑ Retaining wall (boulder/ concrete /timber/ block) ❑ Final cover as per plan Comments: Pass on 6.21.2021 — S. Casey. 7/6/21 — Sand fill contained considerable fines. Sample collected for laboratory analysis. FINAL GRADE ❑ Loamed ❑ Seeded ❑ Cover per plan Comments: DOCUMENTS NEEDED ❑ Certification of Installation Form submitted By engineer and signed and dated by Engineer and installer ❑ As-Built Plan BM = HR = HI = SYSTEM ELEVATIONS ROD AS-BLT INVERT DESIGN INVERT ELEVATION ELEV ELEV Benchmark 1.01 Building Sewer OUT 95.75 Septic Tank IN 95.40 Septic Tank OUT 95.15 Pump Chamber IN 94.50 Pump Chamber OUT 94.25 Distribution Box IN 2.54 98.14 98.12 Distribution Box OUT 2.72 97.96 97.95 Lateral 1 BEG 2.81 97.87 97.90 Lateral 1 END 3.10 97.58 97.55 Lateral 2 BEG 2.78 97.90 97.90 Lateral 2 END 3.12 97.56 97.55 Lateral 3 BEG 2.81 97.87 97.90 Lateral 3 END 3.12 97.56 97.55 7/6/21 —Did not check elevations of septic tank and pump tank, visually seemed approporiate. SKETCH PLAN CRITICAL SETBACK DISTANCES Mark those distances checked in the field against the design plan and regulatory setback Tank SAS Sewer ❑ Property line 10 10 -- ❑ Cellar wall 10 20 -- ❑ Inground pool 10 20 -- ❑ Slab foundation 10 10 -- ❑ Deck, on footings,etc 5 10 -- ❑ Waterline 10 10 101 ❑ Private drinking well 75 1002 50 ❑ Irrigation well 75 100 ❑ Surface Water 25 50 ❑ Bordering Vegetated Wetland , Salt Marsh,Inland/Coastal Bank3 75 100 ❑ Wetlands bordering surface water supply or trib. (in Watershed) 150 150 ❑ Trib. to surface water supply 325 325 ❑ Public well 400 400 ❑ Interim Wellhead Prot. Area ❑ Reservoirs 400 400 ❑ Drains(wat. supply/trib.) 50 100 ❑ Drains(intercept g.w.) 25 50 ❑ Drains(Other)Foundation 10(5) 20(10) ❑ Drywells 20 25 I I 1 Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance(NA 5.02). 3 As defined in 310 CMR 10.55, 10.32, 10.54,and 10.30,respectively,pursuant to 15.211(3),also by NA wetland bylaws • , �. .............. Date Total Number of Cases Total Active Cases Deaths 4/22/2022 6,837 39 94* i*The definition of a COVID death has changed and reduced the number of deaths from 104 to 94. COVID deaths were previously recorded within 60 days of a positive test and that has been reduced to a 30 day timeperiod. Cases by age € North Andover Vaccination Rates Vaccination Status _ ..... _..............:..._...._»_............_.. ».....................................,....................-....................._ __........._.......:...........................-......_..__........................_-..._..._......_.......... _ ._»...... .......__............ Age #of Positive Cases !opulation Partially Vaccina Population Fully VaccinatE Vaccinated NOT Vaccinated p ...._.......... 0-4 4 - ' _ 0 4 .__................_.-............_...._..........__..._..........,. r...._.........-_»............_.•__ ...........................:.........._............_........._..._ i. [ o o 5-11 0 62/0 57/o 0 0 ............................................... .....»........ _.; _,..........._................_.........o ........................................_........... .-_..._.................._12-1..._...._.......... 0 91/o 83/o I 0 0 A.............................. o ._. «.�___._,_—.•— -: _ __._.__.-_.._._._._._.._. _ 16-19 € 1 72/0 66% 1 0 20-29........_ ..»» 6 93/o i 79% j 5 1 0 .. :...........__......................._.D.._.................................s............-........___......._.D_ -_.............._30-49....---_................._ 8 94/o 85/0 7 1 50-64 94% 87/o i 8 65-74 5 >95% >95% j 5 0 _»._..........._._... �.__........_. _, _..__._._...................... ...__._.__...._.. 75+ 6 2 >95/o >95 4 __...._.....___ ._....._...__....._. /0�_.�...».__------_---- TOTAL 39 86% € 78% 30 9 82%of eligible North Andover residents(ages 5+)are fully vaccinated(78%of all North Andover residents). 53%of eligible(ages 12+)North Andover residents have received a booster(47%of all North Andover residents). NA Household Cluster% 46% Cases linked to household or congregate living transmission. NA Percent Positive Testing Rate: 3.82% Percent of positive tests over 14 days NA 14 Day Incidence Rate: 16.7 Incidence rate is the number of new cases per 100K people. Rates are used to compare data between areas with different population sizes NA 7 Day Incidence Rate: 29.2 NA rate taken over the last 7 days NA Two week Testing Number 2,018 Number of tests given over 14 days to NA residents,including higher ed - �— Total#Vaccinated in MA: 5.35M People are fully vaccinated in MA _-----__----_------__---------_-_..__ Hospitalizations in MA: 384 COVID-19 hospital patients in MA(27 in ICU,11 Intubated patients) v Items to Note: The weekly case totals have increased and our daily avaerge is up to 6.4 new cases per day with a high of 12. The new Omicron subvariant BA2 accounts for 85%of the new cases but is not more severe than the original Omicron strain. j --- -- -_ _-;Vaccinations reduce severity of symptoms and with very high vaccination rates In MA,hospibizations have remained low. ; Vaccine Info: Vaccine is readily available and the best way to protect yourself, jhtfr iffiAw .mass,gov/covid-19-vacdne --....------._.._. ---.-------- ;Testing: If you have been exposed or are a close contact,get tested. It is still free and easy. htIns//www.mass.gsAninZetails/find-aavid 19-test A new regional testing site at Shriners Auditorium in Wilmington has opened up.You may make an appointment ahead of time or register onsite. Please click here for details and to make an appointment; Date Active Cases 7/8 0 7/15 a North Andover Active COVID-19 Cases by Week 7/22 11 7/29 32 _ 500 480 - -457- 8/6 20 _ - 460 _ - 8/12 47 - - - 440 --- 8/19 58 420 _. 400 - - ---376 8/26 62 380 - --- 9/2 82 360 - -- ------ --- ------ -- 9/9 88 _ 340 _: .. 322 - - 9/16 107 320 300 9/23 103 z 280 240 � 260 -- 236- 9/30 105 y — m 240 -- - 10/7 71 m 220 10/14 61 200180 - -- 10/21 70 160 _- - _ -133 -_ 10/28 91 140 - -- 12& _. 11/4 96 120 96_91- _ _ - _.. -- - 100 68• 11/11 112 80 -61 70 50_ 11/18 107 60 a 32 39 11/25 128 20 — _,8-12___1 —1 29 — 40 20-1224�8 12/2 __._.__.__....... 133 0 -_ $ 0 0 o ti o 0 1 ��a o o a a ti 12/9 204 ^o\� ^o\� ^o\� ^^� N, N, N,ry �� pry\ ^�\^ ��ry ^moo �\ ^\^�\ryo\� ^\� �\^ �\� o\ �\� �\^ o\� o\o 12/16 236. 12/23 240 Date 12/30 457 **1/7 and later represents 5 day data instead of 1/6 322 10 day due to change in isolation guidance 1/13 376 1/20/22 171 1/27 99 2/3 68 2/10 50 2/17 32 2/24 20 3/3 12 3/10 8 3/17 12 3/24 12 Date Percent Positivity 7/29 2.5 8/6 3 8/12 2.4 8/19 3.7 o, NA 14-Day Percent Positivity of Tests 21.0 - 20.0 19.0 --- - ----- -- 18.0 - - - 17.0 - 16.0 15.0 14.0 - -- — 13.0 s 12.0 11.0 _� -- o _ a 10.0 - -- m 9.0 - �_ ----- -- - 8.07.0 - a 6.05.0 — _ 4.0 3.0 1.0 0.0 Date 1/27 17 2/3 12 2/10 8.6 2/17 5.7 2/24 3.9 3/3 3 3/10 2.2 3/17 1.4 3/24 1.8 3/31 2.3 4/7 2.9 Date 14 Day Avg Incidence rate 7/29 6 8/6 9 8/12 9 8/19 14 14-Day North Andover Average Incidence Rate 250 -238 - - 227 200 --- 150 150 CD U C N U C 100 —._...-- --—---- ----al- - - 89-- ----- — ----- 78 0 64 65 52 57 50 _ 41 25 27 30 32 34 - - -- - - 31 18 17 20 13 g 5 6 9 12 15 16.7 0 - - - - - -,-•- - - - - -•-•- Date 2/10 57 2/17 31 2/24 20 Date 7 Day Avg Incidence Rate 9/9 25 9/16 33 9/23 36 9/30 29 7-Day North Andover Average Incidence Rate 400.0 Y 0 0 r 300.0 257 fl. m ry 190 200.0 T59 -- 156 ` c CD .0 5 87 86 a� 100.0 52 66-69 - - - -- .61 ¢, 31 35 39 40 37 32 0 18 17won 24 15 8 6 7 8 14 18 21 29 ti 0.0 MEN 0 �o�� ti�N ��^N ��ti��ti��ti��3� ��N �� 55�� Date 2/3 61 2/10 32 2/17 24 2/24 15 3/3 8 3/10 6 3/17 7 3/24 8 _Date 2 Week Test s 9/9 4167 9/16 5727 ; 9/23 5716 9/30 5972 - 10/7 5549 Total Tests Administered in NA over 14 Days 8,000 a I' Z 59.i9 843 _ 6,000 - _ 1946 499" 4916 a 4650 4377 4103 [fl41,2116)22 * 4360 4226 S 3885 M3647 EE 4,000 M mum .4 2771 2453 0 2,000 - .. w 2008 1844 1828 16,97 1878 1860 2018 E z 0 ^^\Ix ^tiS� ^`t\cl ^tip^� ^ti�� ^ti01 ^�6 11^� I\P I\r� 11P ti�ti� `,0 Date 2/17 2771 2/24 2453 3/3 2003 3/10 1844 3/17 1828 3/24 1575 3/31 1697 417 1878 4/14 1860 4/22 2018 Date HwIdlizabona ICU Intubated 7/29 176 39 17 8/5 264 55 19 8/12 375 85 32 Hospitalizations, ICU and Intubated Patients in Massachusetts 0 571 ■ 150 N 92 4000 3180 3144 3000 2524 2521 m v' s v 1954 `0 2000- -- - 1636 1661 ..- ---------- E 1473 1239 o 1161 F' 989 1000- ._ ...._..__._.._..___ 567 657 532 528 509 527 416 484 462 512 1463 1439 m. 14%ma 1483 N. 1474 1367 1584 2. 20 09 26149 1 84 3 242 3 243 259 278 280 3 237 2 161 21121 153/4 97 383 280 228 234 221 200 3D7 384 63 631 4C20 2511 3516 3:11 2G19 3L15 2711 0 10/14 1021 1028 11/4 11/11 11/18 1125 122 1219 12/16 1223 12130 1/6 1/13 120 127 213 2110 2117 224 3/3 3/10 3117 324 3/31 477 4114 422 Date 224 512 97 63 3/3. 383 65 31 3110 280 46 20 3/17 228 29 11 324 234 39 16 3/31 221 32. 11 4/7 200 28. 19 4/14 307 30 15 4/22, 384 27 11 0-9 0 10-19 0 North Andover Deaths by Age 20-29 0 _.. 40 30-39 0 35 40-49 2 50-59 2 30 — 60-69 8 24 23 70-79 24 80-89 23 a 20 90 + 35 z Total 94 10 _ 8_.___ f r._. 2 2 0 0 0 0 0 _......... 0-9 10-19 20-29 30-39 40-49 50-59 60-69 70-79 80-89 90+ ----- Age _ Updated 4/21/22 MDPH updated the criteria used for identifying COVID-19 deaths based on CDC's recommendations and for standardization across jurisdictions. The COVID death definition included anyone who had COVID listed as a cause of death on their death certificate and any individual who had a COVID-19 diagnc The updated definition reduces this timeframe from 60 days to 30 days. BIO COVID-19 Community Report BOT Report provided:April 6, 2022 Kit ID. KIT-45750 Greater Lawrence Sanitary District - Influent Composite Sampler Sample collection date: April 3, 2022 SARS-CoV-2 virus in wastewater Virus concentration Effective*virus concentration DETECTED (copies per liter of sewage) (copies per liter of sewage) 405,739 1 3021466 'Effective virus concentration value is derived by adjusting the raw virus concentration to account for dilution and other factors. Effective virus concentration over time Effective SARS-CoV-2 virus New cases In county concentration(copies/L of sewage) on sampling date 16,000,000 5,000 8,000,000 2,500 Not detected 0 Jun Aug Oct Dec Feb Apr 2021 2022 -e—Effective SARS-CoV-2 virus concentration — 7-day rolling average of new cases in your county New cases in your county Overview of effective virus concentration levels State-level mean of samples AK (collected in the past 6 weeks) NH _._..._.___.^_. lower higher WA MT ND MN WI MI NY ID WY SD IA IL IN OH PA NJ CT Color indicates effective virus concentration level OR NV CO NE tip; KY MD DE Your state outlined in CA AZ UT KS AR VA NC DC NM OK LA MS AL SC TK GA HI PR Copyright BiobotAnalytics, Inc. Internal Kit ID:3283.E • Protocols:v4 - Analysis:v3 • Report: RT006 v1.1 1 W01T COVID-19 Community Report Report provided:April 13, 2022 Kit ID: KIT-45753 Greater Lawrence Sanitary District - Influent Composite Sampler Sample collection date: April 6, 2022 SARS-CoV-2 virus in wastewater Virus concentration Effective* virus concentration (copies per liter of sewage) (copies per liter of sewage) 571,975398,109 'Effective virus concentration value is derived by adjusting the raw virus concentration to account for dilution and other factors. Effective virus concentration over time Effective SARS-CoV-2 virus New cases in county concentration(copies/L of sewage) on sampling date 16,000,000 5,000 8,000,000 2,500 Not detected 0 Jun Aug Oct Dec Feb Apr 2021 2022 -+-Effective SARS-CoV-2 virus concentration —- 7-day rolling average of new cases in your county New cases in your county Overview of effective virus concentration levels State-level mean of samples AK (collected in the past 6 weeks) NH .. ,_.._. WA MT ND MN WI MI NV MA 1 RI lower higher ID WV SD IA IL IN OH PA NJ 1 CT` Color indicates effective virus concentration level DR Nv Co NE MID KY WV MD DE Your state outlined in CA AZ UT KS AR TN VA NC NM OK LA MS AL SC TX GA HI FL PR Copyright Biobot Analytics, Inc. Internal Kit ID: 3283.G • Protocols: v4 • Analysis: v3 • Report: RT006 v1.1 1 Covid conc./1 L sewage i I t021 7/23/2021 9/11/2021 10131/2021 12/20/2021 2/8/2022 3/30/2022 5/19/2022 APPLICATION FOR GRANTS AND SUBSIDIES (PP OBJECT CLASS) Name/Title of Grant: Public Health Excellence Grant Program for Shared Services Re-Open 4 i COMMBUYS BID Number: Bid BD-22-1031-ADMIN-ADM07-73357 DPH RFR Document File Number: 214333 1. Description or Purpose of Grant: Please note that this is a reopening of RFR 214333 Public Health Excellence Grant Program for Shared Services originally posted under bid number: BD-21-1031-OFFIC-OLRH-58664 to allow for additional submissions. Proposals may be submitted for up to$300,000 annually; approximately 12 additional awards will be made. Please see this link for more information: The Office of Local and Regional Health (OLRH) of the Massachusetts Department of Public Health (DPH) seeks proposals from qualified vendors to support public health cross jurisdictional shared-service arrangements. DPH received additional funding from Chapter 102 of Acts of 2022 for grants to advance the recommendations of the Special Commission on Local and Regional Public Health in its final report of June 2019—Blueprint for Public Health Excellence: Recommendations for Improved Effectiveness and Efficiency of Local Public Health Protections (Blueprint). The report is available at the fallowing link: www.mass.gov/orgs/special-commission- on-local-and-regional-public-health. h. The Public Health Excellence for Shared Services Grant Program (PHE) is designed to address the Commission's recommendations to improve effectiveness and efficiency of local and regional public health by expanding opportunities for sharing of public health services. As noted in the Blueprint, evidence supports cross jurisdictional sharing to enable local public health to meet statutory requirements, respond to emergencies, and plan public health improvements. Only municipalities or regional planning agencies/regional councils of governments representing local boards of health chosen by the applicant municipalities to serve as their programmatic lead and fiscal agent or regional health districts established under M.G.L Ch. 111, Sec. 27 or M.G.L Ch. 40 Sec. 4a, or by special legislation, or charter are eligible for these funds. Municipalities may not participate in more than one PHE grant application, and priority considerations will be given to the 74 unaffiliated municipalities plus regional planning agencies and federally recognized tribes that are not yet already part of an existing PHE grant. To learn more about PHE and our participating communities, please visit https://www.mass.gov/service-details/public-health-shared- services. Eligible entities to apply for these funds are newly formed cross jurisdictional sharing arrangements with five or more municipalities or federally recognized Tribes that have demonstrated interest in establishing shared services in order to increase the capacity to carry out the statutory powers and duties of boards of health. OLRH anticipates awarding approximately 12 additional contracts with an annualized amount of up to approximately$300,000 each in the initial award with the reopening of this procurement. DPH reserves the right to determine the final amount for each award. 2. Contact Information Contact Person: Sarah Trager 1