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2015-09-01 Drainage Correspondence
10115/201II Town of North Andover Mall-Wellington Way I NoItT.H.AN DOVER Massachasetls � Monica Gregoire <mgregoire@nor#handoverma.gov> Wellington Way Phil Christiansen <phil@csi-engr.com> �Y —^ -� Wed, Sep 19, 2018 at 8:06 AM To: Monica Gregoire <mgregoire@northandoverma.gov> Cc: "Jean Enright Oonright@northandoverma.gov)" <jen rig ht@nort hand ove rm a.gov> i Monica Just an update on the drainage modifications for Wellington Way I submitted an infiltration design to John Borgesi along with stormwaker calculations. He responded with a question about infiltration rates and I redid the calculations at a lower rate and sent the report to John As soon as the new infiltration design is approved by John Borges!, and deemed to be an insignificant change in the approved plans, Bob Messina will direct that it be installed in the cul-de-sac and the regrading of the infiltration area on lot 5 be completed, Phil Philip G. Christiansen P.E. Christiansen & Sergi A Division of The Morin-Cameron Group, Inc. 160 Summer Street Haverhill, MA 01830 P. 978-373-0310 F: 978-372-3960 h ltps:Ilmail.google.comima it/u10?lk=daddl872e7&view=pi&search=all&permmsgld=msg-f%3Al6l 2O3755859'1778794&simpl=msg-f%3Ai 6l2G375585... III i i ,, i � . I E 4 i 1 0/1 5120 1 8 Town of Forth Andover Mail-Wellington Way-Infiltration Chambers within Cul-De-Sac.... Nogli AN OVER Monica Gregoire<mgregoire@northandovertna.gov> lulassachusgp i Wellington Way - Infiltration Chambers within Cul-De-Sac..., John Borgesi <jborgesi@northandoverma.gov> Tue, Oct 9, 2018 at 12:02 PM To: Jean Enright<jenright@northan dove rrna.gov>, Monica Gregoire <mgregoiro@northandoverma.gov> Cc: Phil Christiansen <phil@csi-engr.com>, "T.J. Melvin" <TJ@csi-engr.com>, messinanewhomes@gmail.com E Jean/Monica, I have been working with Phil Christiansen in reviewing the proposed design for the infiltration chambers proposed within the cul de sac located at Wellington Way. did have some comments that I sent to Phil and are summarized below(I apologize as I forgot to cc you both on these comments): I commented regarding the infiltration rate used in the calculations for the existing soils and Phil revised to use a more conservative rate (changed from 2.4 inches/hr to 1.020 inches/hr). In addition I had the following comments: 1. It appears the hydrographs were run using a type ii storm versus a type ill which is standard for massachusetts. 1 am not sure how/if this would affect the results. 2. Can you confirm what the estimated seasonal high groundwater elevation is within the cul de sac? I believe testpits were done during the initial design for the project. 3. What is the surface treatment above the top of the stone going to be? Or is it just stone all the way to the surface? 4. Just wondering as there appears to be sufficient room if you added 1 or 2 more rows of chambers if it would reduce the peak elevation for the 100 yr storm event? Phil responded to my comments with the following answers: 1.1 will send you new pdfs of the results but a type Il storm provides a peak elevation of 145.54 with a peak flow of 1.29 cfs. A type Ill strm provides a peak elevation of 142.50 with a peak flow of 0.87 cfs. 2, I'll check the elevation 3. Surface treatment is grass 4.five rows of chambers would reduce the 100 yr type 11 storm elevation to 142.38 I'll follow up later today with the appropriate print outs have since received the updated HydroCAD calcs and based on the proposed layout of the chambers, elevations, and design with Phil's responses I am satisfied with the revised design. I do want to make sure you are o.k. also to allow Bob to move forward. I will point out that for the 2, 10, and 25-yr storm events the peak elevation will be below or just at the ground surface (grass)above the chambers. For the 100-yr storm event the residents will see water pending approximately 6-8 inches in the bottom of the cul-de-sac but this level will subside within the required 72 hours after the completion of the rain event. https:Hmail.google.comlmaillul0?ik=daddl872e7&view=pt&search=all&permmsgid=msg-f%3A1613864343816882993&simplesmsg-f%a3A16138643438..- 1/2 1011512018 Town of North Andover Mail-Wellington Way-Infiltration Chambers within Cul-De-Sac.... Please let me know if either of you have any questions. Thank you! John J. Borgesi, P.E. Town Engineer Department of Public Works Town of North Andover 384 Osgood Street North Andover, MA 01845 Phone: 978.685.0950 Fax: 978.688,9573 httpsalmall.google.com/mail/u10?ik=daddl872e7&view=pt&search=all&perrnmsgid=msg-f%3A1613864343816882993&simpl=msg-f%3A16138643438... 2/2 8/7/2018 Town of North Andover Maii-Fwd:Wellington Woods NOgN AN " OVER Monica Gregoire amgregoire@northandoverma.gov> hlassachus�lts � � Fwd: Wellington Woods jborgesi <jborgesl@northandoverma.gov> Thu, Aug 2,2018 at 1:41 PM To: Monica Gregoire <mgregoire@northandoverma.gov>, phil@csi-engr.com Cc: messinanewhomes@g mail,com,TJ@csi-engr.com, SSawyer@csi-engr.com i 1 Phil j The 1 foot deep by 2 feet wide trench as you suggested in your email on july 30 is the preferred size of the trench. Thank you. John Sent from my Verizon,Samsung Galaxy smartphone [Quoted text hidden] 1 I 1 1 i j https:/Imail.googl e.com/mail/ul0?ik=dadd l872e7&view=pt&search=all&permmsgld=msg-f°/`3Al6C770997392 i 6l l865&slmpl=msg-f°/a3Ai 6077099739... 111 I 11/20/2018 Town of North Andover Mall-Wellington Way-Infiltration Chambers within Cul-De-Sac.... s F 0 i Noq ANIOWR Monica Gregoire<mgregoire@northandoverma.gov> i�assaclrus�ls Wellington Way - Infiltration Chambers within Cut-De-Sac.... -.-------___ ......... ___ John Borges! <jborgesl@northandoverma.gov> Tue, Oct 9, 2018 at 12:02 PM To:Jean Enright<jenright@northandoverma.gov>, Monica Gregoire <mgregoire@northandoverma.gov> Cc: Phil Christiansen <phil@csi-engr.com>, "T.J. Melvin" <TJ@csi-engr.com>, mess!nanewhomes@gmail.com Jean/Monica, e 1 have been working with Phil Christiansen in reviewing the proposed design for the infiltration chambers proposed within the cul de sac located at Wellington Way. did have some comments that I sent to Phil and are summarized below(I apologize as I forgot to cc you both on these comments): 1 commented regarding the infiltration rate used in the calculations for the existing soils and Phil revised to use a more conservative rate(changed from 2.4 Inches/hr to 1.020 inches/hr). In addition I had the following comments: 1. It appears the hydrographs were run using a type!i storm versus a type Ili which Is standard for massachusetts. I am not sure how/if this would affect the results. 2. Can you confirm what the estimated seasonal high groundwater elevation is within the cul de sac? I believe testpits were done during the Initial design for the project. 3. What is the surface treatment above the top of the stone going to be? Or is It just stone all the way to the surface? 4. Just wondering as there appears to be sufficient room if you added 1 or 2 more rows of chambers if it would reduce the peak elevation for the 100 yr storm event? Phil responded to my comments with the following answers: 1.1 will send you new pdfs of the results but a type II storm provides a peak elevation of 145.54 with a peak flow of 1.29 cfs.A type Ili strm provides a peak elevation of 142.50 with a peak flow of 0.87 cis. 2. I'll check the elevation 3. Surface treatment is grass 4.five rows of chambers would reduce the 100 yr type 11 storm elevation to 142.38 I'll follow up later today with the appropriate print outs I have since received the updated HydroCAD calcs and based on the proposed layout of the chambers, elevations, and design with Phil's responses I am satisfied with the revised design. I do want to make sure you are o.k. also to allow Bob to move forward. will point out that for the 2, 10, and 25-yr storm events the peak elevation will be below or just at the ground surface (grass)above the chambers. For the 100-yr storm event the residents will see water ponding approximately 6-8 inches in the bottom of the cut-de-sac but this level will subside within the required 72 hours after the completion of the rain event. https://mall.google,comimaillu/0?lk=daddl872e7&view=pt&search=all&permmsgld=msg-f%3A1613864343816882993&slm plomsg-f%3Ai 6l38643438... 112 11/20/2018 Town of!North Andover Mail-Wellington Way-infiltration Chambers within Cul-De-Sac.... Please let me know if either of you have any questions. Thank you! John J. Sorgesi, P.E. Town Engineer Department of Public Works Town of North Andover 384 Osgood Street North Andover, lViA 91845 Phone: 978.685.0950 Fax: 978.688.9573 https-/Imall.google.corn/mail/vl07lk=dadd1872e7&View=pt&search=all&perm msgld=msg-f°/a3A1613864343816882993&simpl=msg-f°/a3A16139643438... 212 7/17/2018 Town of North Andover Mail-Wellington woods NORTH ANDOVER hRassa�hus11. Monica Gregoire<mgregoire@northandoverma.gov> Wellington woods 1 message Phil Christiansen<phiI@csi-engr.com> Thu,Jul 12,2018 at 4:08 PM To:Monica Gregoire<mgregoire@ncrthandoverma.gov>,"Marylee Messina(messinanewhomes@gmall.com)"<messinanewhomes@gmail.com>,John Borgesi<jborgesi@northandoverma.gov>,"Jean Enright Qenright@northandoverma.gov)"<jenright@northandoverma.gov>,"T.J.Melvin"<TJ@csi-engr.com> Monica �e The cul-de-sac recharge are has been cleaned and restored to its designed function. .4 Silt from construction had slowed down the rate of infiltration.With clean stone the infiltration area will function as designed.This work had been envisioned from the start of the project and was always going to be completed after construction of the homes and before the final top course of asphalt was to be installed_ 1- rol The approved plans for the subdivision required that an Infiltration area be installed on Lot 5.While stormwater calculations using HydroCAD showed that the pond was necessary to prevent increases from storm flow from leaving the property,removal of the basin would have no discemable effect upon the surrounding properties.The Stormwater calculations were performed for the area encompassing the areas proposed to contain the roadway and lots without considering large areas of adjoining open space that lies between Wellington Woods and Broekview Village PRD.The flow from lot 5 discharges into that large flat woodland/wetland area.The water flows north through the woodland/wetland for approximately 1000 feet to where it enters Fish Brook. Elimination of the stormwater basin on Lot 5 wouldn't have any effect of the 2 year storm flows to the open space parcel.If the basin were eliminated the 100 year storm flows would increase by only 0.07cfs which would yield an additional 1176 cu.ft.of runoff which if spread over the woodland/wetland would amount to an increase in water level for the 100 year storm of 0.02 inches or one fiftieth of an inch.These slight increases are beyond the accuracy of the HydroCAD model. In my opinion removal of the infiltration pond on Lot 5 would not have any measurable effect on surrounding properties or w tlands. Philip G. Christiansen P.E. � ���' Christiansen & Sergi A Division of The Morin-Cameron Group, Inc. c L fi 160 Summer Street Haverhill,MA 01830 P:978-373-0310 F:978-372-3960 https:llmail_google.comlmaiVul0?ik=daddl872e7&view=pt&search=all&pemlthid=thread f/o3A1605816688425852128&simpl=msg-f%3AI605816688425852128 1/1 Li � ���� ,.'S �4-,) 6Le L1Iu�� �"IV i 5/16/2018 Town of North Andover Mail-Lot 5 Wellington Way i i i 1 0 i [Quoted text hidden] Daniel G. McKew<dmckew@gmail.com> Wed, May 9, 2018 at 10:20 AM To: Jennifer Hughes <jhughes@northandoverma.gov> Cc: Monica Gregoire <mgregoire@northandoverma.gov>, Brian LaGrasse<biagrasse@northandoverma.gov>,Jean <jenright@northandoverma.gov>, Bridget Masonq <info@tinytunesandover.com> Awesome. Thank you. I know Brian. I look forward to meeting Monica. Regards, Dan McKew [Quoted text hidden] 2 attachments image002.jpg 4K image002.jpg 4K Jean Enright <jenright@northandoverma.gov> Wed, May 9, 2018 at 10.22 AM To: Jennifer Hughes <jhughes@northandoverma.gov>, Monica Gregoire <mgregoire@northandoverma.gov> Monica, Have you reviewed the stormwater design and comfortable addressing any issues? Jean [Quoted text hidden] Sincerely, Jean Enright Planning Director Town of North Andover 120 Main Street North Andover, MA 01845 https://mall.google,com/mail/u/0?ik=daddl 872e7&view=pt&search=all&permthid=thread-f%3Ai 599990357766334924&sl mpi=msg-f`/`3A1599990357766334924&1 511 612 0 1 8 Town of North Andover Mail-Lot 5 Wellington Way Phone 978.688,9533 Fax 978.688.9542 Email: jenright@northandovernia.gov Web: www.TownofNorthAndovar.corn cid:image001.jpg@QICEOF52.Ff 8A5980 Jennifer Hughes <jhughes@northandoverma.gov> Wed, May 9, 2018 at 10:27 AM To: Jean Enright<jenright@northandoverma.gov> Cc: Monica Gregoire <mgregoire@northandoverma.gov> I am guessing that the pond is silted in and not functioning, Do we have any as-builts that would show if it is constructed in the proper configuration? Jennifer A. Hughes Conservation Administrator Town of North Andover 120 Main Street North Andover, MA 01845 Phone 978,688,9530 Fax 978,688.9542 Email jhughes@northandoverma.gov Web www.northandoverma.gov [Quoted text hidden] Jennifer Hughes <jhughes@northandoverma.gov> Wed, May 9, 2018 at 10:27 AM To: "Daniel G. McKew" <dmckew@gmall.com> Cc: Monica Gregoire <mgregoire@northandoverma.gov>, Brian LaGrasse <blagrasse@northandoverma.gov>, Jean <jenright@northandoverma.gov>, Bridget Masonq <Info@tinytunesandover.com> What time is best for you? I would suggest Friday at between 9 and 11 but I can be flexible. Jennifer A. Hughes Conservation Administrator https:llmai l.googie.com/mall/U/O?i k=dadd 1872e7&view=pt&search=a I I&permthid=thread-f%3A1599990357766334924&sim pl=msg-f%3A 1599990357766334924&! 5/16}2Q18 Town of North Andover Mail-Lot 5 Wellington Way Town of North Andover 120 Main Street North Andover, MA 01845 i Phone 978,688,9530 Fax 978,688.9542 Email jhughes@northandoverrna.gov Web www.northandoverma.gov • i i i [Quoted text hidden] 1 Monica Gregoire <mgregoire@northandoverma.gov> Wed, May 9, 2018 at 10:38 AM To: Jennifer Hughes <jhughes@northandoverma.gov> Cc: Jean Enright<jenright@northandoverma.gov> I am pulling the file now to compare the approved draws dated 8/10/15 with the as-built plans. [Quoted text hidden] Monica Gregoire Staff Planner Planning Department Town of North Andover 120 Main Street North Andover, MA 01845 Phone (978) 688-9535 Fax (978) 688-9542 Email mgregoire@northandoverma.gov Web www.northandoverma.gov Hours of Operation: Monday,Wednesda ,Thursday 8 AM-4:30 PM Tuesday 8 AM -6 PM, Friday 8 AM -12 PM image002.jpg https://mail,goog le.com/mail/u/0?ik=dadd 1872o7&view=pt&search=all&permthid=thread-f°/`3A1599990357766334924&slmpl=m sg-f°/a3A1599990357766334924&: 5/1 6120 1 8 Town of North Andover Mail-Lot 5 Wellington Way ' 4K Monica Gregoire <mgregoire@northandoverma.gov> Wed, May 9, 2018 at 10:51 AM To: Jennifer Hughes <jhughes@northandoverma.gov> Cc:Jean Enright<jenright@northandoverma.gov> Jon, We do not have any as-built plans for this development, only letters from the Engineer stating that what has been built confirms with the approved plans. As-Built plans were only required to be submitted as part of the release of all security and escrowed funds, not the Certificates of Occupancy. [Quoted text hidden] Brian LaGrasse <blagrasse@north and overma.gov> Wed, May 9, 2018 at 11:02 AM To: "Daniel G. McKew" <dmckew@gmaii.com> Cc: Jennifer Hughes <jhughes@northandoverma.gov>, Monica Gregoire<mgregoire@northandoverma.gov>, Jean <jendght@northandoverma.gov>, Bridget Masonq <info@tinytunesandover.com> H! Dan and Bridget, hope all is well! I can take a swing by after lunch today and take a look. Sometime between 12-2? l have seen issues like this at other sites and it's typically not the actual tank itself but the fill around and loam on top of it that settles after construction. The tanks are set on a compacted base with a minimum of 6"of crushed 314"stone that is inspected prior to the installer setting the tank and building the system. The tank is only 10 'off the house and once it is installed, the fill around it and the loam on top don't get mechanically compacted so there is some settling. Some sites more than others but is worth being looked into! Let me know if today doesn't work. [Quoted text hidden] Brian J. LaGrasse, CEHT Director of Public Health Town of North Andover 120 Main Street North Andover, MA 01845 Phone 978.688.9540 Fax 978,688.8476 Email blagrasse@northandoverrna.gov Web www.northandoverrna.gov Daniel G. McKew<dmckew@gmaii.com> Wed, May 9, 2018 at 12:00 PM To: Jennifer Hughes <jhughes@northandoverma.gov>, info@tinytunesandover.com,jenright@northandoverma.gov Cc: Monica Gregoire <mgregoire@northandoverma.gov>,jenright@northandoverma.gov Jennifer, My wife will coordinate with you. Or I can be available on Friday at 9. https:/Imail.google.com/mail/ulO?lk=daddl 872e7&view=pt&search=all&permthid=thread-f%3A1599990357766334924&simpl=msg-f%3AI599990357766334924&: 5/1612018 Town of North Andover Mail-Lot 5 Wellington Way Let me wait to hear back from Bridget. Regards, Dan McKew [Quoted text hidden] 3 attachments i image002.jpg 4K r image042.jpg 4K image002.jpg 4K Monica Gregoire <mgregoire@northandoverma.gov> Wed, May 9, 2018 at 12:06 PM To: Jennifer Hughes <jhughes@northandoverma.gov> HiJen, Friday at 9 is good for me. [Quoted text hidden] Monica Gregoire Staff Planner Planning Department Town of North Andover 120 Main Street North Andover, MA 01845 Phone (978) 688-9535 Fax (978)688-9542 Email mgregoire@northandoverrna.gov Web www.northandoverma.gov https:llmai l.goog le.comlmaillul0?l k=dadd l872e7&view=pt&search=al I&permthld=thread-f%3Al599990357766334924&simpl=msg-f°/a3A1599990357766334924&: 5/16/2018 Town of North Andover Mail-Lot 5 Wellington Way I Hours of Operation: Monday, Wednesday,Thursday 8 AM -4:30 PM Tuesday 8 AM -6 PM, Friday 8 AM -12 PM 1mage002.jpg 4K Daniel G. McKew<dmckew@gmaii.com> Tue, May 15, 2018 at 9:53 PM To: Jennifer Hughes <jh ughes @north a ndoverm a.g ov> Cc: Monica Gregoire <mgregoire@northandoverma.gov>, Jean <jenright@northandoverma.gov> Hi Jennifer, What was the outcome on the Monday meeting with messina development. The wife is stating there was no meeting. I understood the retention pond is not constructed as per the approved plans. Regards, Dan McKew Sent from my iPad On May 14, 2018, at 1:27 PM, Daniel G. McKew<dmckew@gmail.com>wrote: Jennifer, I wanted to follow up with you regarding my properly. I understood that there was a meeting with the builder today. The wife is stating there were no issues with the plans and no meeting set up. On fi [Quoted lexi hidden] 2 attachments r image002.jpg 4K Y/ y ' 1mage002.jpg 4K Monica Gregoire <mgregoire@northandoverma.gov> Tue, May 15, 2018 at 9:56 PM To: "Daniel G. McKew" <dmckew@gmail.com> Cc: Jean <jenright@northandoverma.gov>, Jennifer Hughes <jhughes@northandoverma.gov> https:llmail.goog le.comlmal l/ulO?ik=dadd l 872e7&view=pt&search=all&permthld=thread-f%3AI 599990357766334924&sim pl=msg-f%3AI 599990357766334924&! 5/1612018 Town of North Andover Mail-Lot 5 Wellington Way Hi Daniel, i I rescheduled the meeting for tomorrow morning at 10:30 am to make sure that both the developer and engineer could attend the meeting. I will be sure to let you know what the next steps are in resolving the site issues. Best wishes, Monica [Quoted text hidden} 1 Monica Gregoire Staff Planner Planning Department j i Town of North Andover 120 Main Street North Andover, MA 01845 Phone (978) 688-9535 Fax (978) 688-9542 Email mgregoire@northandoverma.gov Web www,northandoverma.gov Hours of Operation: Monday,Wednesday,Thursday 8 AM -4:30 PM Tuesday 8 AM -6 PM, Friday 8 AM -12 PM Daniel G. McKew <dmckew@gmail.com> Tue, May 15, 2018 at 10:25 PM To: Monica Gregoire <mgregoire@northandoverma.gov> Cc: Jean <jenright@northandoverma.gov>, Jennifer Hughes <jhughes@northandoverma.gov> Awesome. Thanks for the update. I am very concerned that the last house on the street is closing next week, The developer has shown no indication that they are going to fix anything. We never would have bought got the house with the situation as is. Regards, Dan McKew [Quoted text hidden] [Quoted text hidden] [Quoted text hidden] [Quoted text hidden] [Quoted text hidden] [Quoted text hidden] [Quoted text hidden] <lmage002.jpg> On Wed, May 9, 2018 at 9:52 AM, Daniel G. McKew<dmckew@gmaii.com>wrote: I Jennifer, https:/Imai l.goog le.com/tmil/u/G?lk=daddl872e7&view=pt&search=all&permthid=thread-f%3Ai 5g9990357766334924&slm pl=msg-f%3Ai 5g9990357766334924&; 5/1612018 Town of North Andover Mail-Lot 5 Wellington Way Yes, please visit the site. My wife or I can meet you at the house if necessary.Who is the correct person to direct these issues to? For the record, I don't think we are more than 100 ft.from the stream behind the house. There are at least parts of the stream that are closer than 100ft. Regards, Dan McKew On Wed, May 9, 2018 at 9:44 AM, Jennifer Hughes <jhughes@northandoverrna.gov> wrote: Daniel, I do not have jurisdiction over these areas as they are more than 100'from the wetland resources. I would be happy to visit the site with my colleagues from the health and planning departments to help find a solution. I do believe there are issues and the pond will need to be functioning to receive a certificate of compliance from the Conservation Commission as it is part of the larger stormwater management system. I do not believe that blue pipe is part of the proposal. I also do not know the plan for the island at the end of the street but it will need to be stabilized prior to a certificate of compliance as well. Jennifer A. Hughes Conservation Administrator Town of North Andover 120 Fain Street North Andover, MA 01845 Phone 978.688.9530 Fax 978.688.9542 Email jhughes@northandoverrna.gov Web www.northandoverma.gov <image002.jpg> On Wed, May 9, 2018 at 9:30 AM, Daniel G. McKew<dmckew@gmail.com>wrote: Jennifer, Please see attached, I have marked up the plan to show how the house, driveway, pond and septic are actually built. There is significant difference between the two. I have also attached a couple of pictures of the current state of the pond. It doesn't drain properly, it isn't located where these plans show that it should be. It is right next to the neighbors house. I would imagine they are furious as well. My second concern is the center of the cul-de-sac. I can't tell what the plan is there. It is filled with enough water that one of the children was able to swim In it. It is literally a deep pond. Is that the plan? I would think they would drain that to the wetlands area behind the houses, Through an underground pipe or something. Also, I have serious concerns about the septic system. Over the winter it appeared to have sunk. I understand that you cannot compact on top of the tank so there was some settling, but it seems excessive. I would guess 8 to 12 inches. concerned that they didn't compact the ground that they laid the tank on. 8 - 12 https:llmai l.google.co m/mail/u/0?ik=dadd 1872e7&view=pt&search=a II&pormthld=thread-f%3A1599990357766334924&simpl=msg-f%3Al 599990357766334924&: 511 612 0 1 8 Town of North Andover Mail-Lot 5 Wellington Way inches of movement is a lot for the connection to move in the ground. is there a person who can verify the proper inspection was done? Was it inspected?Who do I talk to about this? i On Wed, May 9, 2018 at 8:41 AM, Jennifer Hughes <jhughes@northandoverma.gov> wrote: Please see plan attached. There is a drainage pond proposed on your property. I have copied Monica the Town's Staff Planner on this email as well. Hopefully between the two of us we can get this issue resolved. Jennifer A. Hughes Conservation Administrator Town of North Andover 120 Main Street North Andover, MA 01845 Phone 978,688.9530 Fax 978,688.9542 Email jhughes@northandoverma.gov Web www,northandoverma.gov <lmage002.jpg> All email messages and attached content sent from and to this email account are public records unless qualified as an exemption under the Massachusetts Public Records Law. Visit us online at www.northandoverma.gov. All email messages and attached content sent from and to this email account are public records unless qualified as an exemption under the Massachusetts Public Records Law. Visit us online at www.northandoverrna.gov. All email messages and attached content sent from and to this email account are public records unless qualified as an exemption under the Massachusetts Public Records Law. Visit us online at www.northandoverma.gov. Monica Gregoire Staff Planner Planning Department Town of North Andover 120 Main Street https:tlmall.googio.com/mall/u/O?ik=daddl 872o7&view=pt&search=a[l&permthid=thread-f%3A1599990357766334924&simpl=msg-f%3A1599990357766334924&; 511612018 Town of North Andover Mail-Lot 5 Wellington Way North Andover, MA 01845 Phone (978)688-9535 Fax (978)688-9542 Email mgregoire@northandoverma.gov Web www.northandoverma.gov Hours of Operation: Monday_, Wednesday, Thursday.8 AM-4:30 PM Tuesday 8 AM-6 PM, Friday 8 AM-12 PM All email messages and attached content sent from and to this email account are public records unless qualified as an exemption under the Massachusetts Public Records Law. Visit us online at www.northandoverma.gov, htlps://mail.google.00mimall/uf0?lk=daddl872e7&view=pt&search=all&permthid=thread f%3Al599990367766334924&simpl=msg-f%3A1599990357766334924&, i 5/16/2018 Town of North Andover Mail-Lot 5 Wellington Way North Andover, MA 01845 iE I Phone 978.688.9530 i Fax 978,688.9542 i Email jhughes@northandoverma.gov Web www.northandoverma.gov [Quoted text hidden] Daniel G. McKew<dmckew@gmaiLcom> Wed, May 9, 2018 at 9:52 AM To: Jennifer Hughes <jhughes@northandoverma.gov> Cc: Monica Gregoire <mgregoire@northandoverma,gov>, Brian LaGrasse <blagrasse@northandoverma.gov>, Jean <jenright@northandoverma.gov>, Bridget Masonq <info@tinytunesandover.com> Jennifer, Yes, please visit the site. My wife or I can meet you at the house if necessary. Who is the correct person to direct these issues to? For the record, I don't think we are more than 100 ft.from the stream behind the house. There are at least parts of the stream that are closer than 100ft. Regards, Dan McKew [Quoted text hidden] Tiny Tunes! <info@tinytunesandover.com> Wed, May 9, 2018 at 10:13 AM To: "Daniel G. McKew" <dmckew@gmaiLcom>, Jennifer Hughes <jhughes@northandoverma.gov> Cc: Monica Gregoire <mgregoire@northandoverma.gov>, Brian LaGrasse <blagrasse@northandoverma.gov>, Jean <jen rig ht@northand overma.gov> Jennifer, I can be there today between 12-2. Or a bit after if that works. Thank you, Bridget [Quoted text hidden] Jennifer Hughes <jhughes@northandoverma.gov> Wed, May 9, 2018 at 10:13 AM To: "Daniel G. McKew" <dmckew@gmaiLcom> Cc: Monica Gregoire<mgregoire@northandoverma.gov>, Brian LaGrasse <blag ra sse @north andoverma.gov>, Jean <j e n rig ht@north an doverma.gov>, Bridget Masonq <info@tinytunesandover.com> The wetland delineation was approved several years ago and conditions may have changed but it was clearly more than 1 00'from the lot line when the proposal was submitted. I would be happy to review it again. Monica from Planning and https:lfmai I.googl a.com/mail/u/O?ik=d add 1872e7&view=pl&search=all&permthid=thread-f°/a 3A1599990357766334924&simp[=msg-f%3AI599990357766334924&: 5/16/2018 Town of Borth Andover Mail-Lot 5 Wellington Way Brian from Health are also copied on this email. Brian would handle any issues you have with the septic system and Monica would be the one to address stormwater and design issues. Jennifer A. Hughes Conservation Administrator Town of North Andover 120 Main Street North Andover, MA 01845 Phone 978.688.9530 Fax 978.688.9542 Email jhughes@northandoverrna.gov Web www.northandoverma.gov [Quoted text hidden] Jennifer Hughes <jhughes@northandoverma.gov> Wed, May 9, 2018 at 10:15 AM To: Tiny Tunes! <info @tinytu nes an dove r.co m> Cc: "Daniel G. McKeW" <dmckew@gmail.com>, Monica Gregoire <mgregoire@northandoverma.gov>, Brian LaGrasse <blagrasse@northandoverma.gov>, Jean <jenright@northandoverma.gov> 1 am not available today but after 2 tomorrow or Friday morning before 12 would work for me. Jennifer A. Hughes Conservation Administrator Town of!North Andover 120 Main Street North Andover, MA 01845 Phone 978,688.9530 Fax 978.688,9542 Email jhughes@northandoverma.gov Web www,northandoverma.gov https://mail.google.com/mail/u/O7ik=daddl872o7&view=pt&search=ali&permthid=thread-f%3A1599990357766334924&simpimmsg-f°/`3AI599990357766334924&: i 5116/2018 Town of North Andover Mail-Lot 5 Wellington Way NOR AN ,OVER Monica Gregoire <mgregolre@northandoverma.gov> POWWMass�cl,uslls i _ - Lot 5 Wellington Way 19 messages Jennifer Hughes <jhughes@northandoverma.gov> Wed, May 9, 2018 at 8:41 AM To: bmason@yaghoo.com, dmckew@gmail.com Cc: Monica Gregoire<mgregoire@northandoverma.gov> Please see plan attached.There is a drainage pond proposed on your property. I have copied Monica the Town's Staff Planner on this email as well. Hopefully between the two of us we can get this issue resolved. Jennifer A. Hughes Conservation Administrator Town of North Andover 120 Main Street North Andover, MA 01845 i Phone 978,688.9530 Fax 978.688.9542 Email jhughes@northandoverrna.gov Web www.northandoverma.gov SHEET5.pdf 1917K Daniel G. McKew<dmckew@gmail.com> Wed, May 9, 2018 at 9:30 AM To: Jennifer Hughes <jhughes@northandoverma.gov> Cc: bmason@yaghoo,com, Monica Gregoire <mgregoire@northandoverma,gov> Jennifer, Please see attached. I have marked up the plan to show how the house, driveway, pond and septic are actually built. There is significant difference between the two. I have also attached a couple of pictures of the current state of the pond. It doesn't drain properly, it isn't located where these plans show that it should be, It is right next to the neighbors house, I would imagine they are furious as well. My second concern is the center of the cul-de-sac. l can't tell what the plan is there. It is filled with enough water that one of the children was able to swim in it. It is literally a deep pond, Is that the plan? I would think they would drain that to the wetlands area behind the houses. Through an underground pipe or something. https:llmail.googio.com/ma II/uIO?ik=dadd l 872e7&view=pt&search=all&permthl d=thread-f%3Al 599990357766334924&slm pl=msg-f%3A1599990357766334924&! 5116/2018 Town of North Andover Mail-Lot 5 Wellington Way Also, I have serious concerns about the septic system. Over the winter it appeared to have sunk. I understand that you cannot compact on top of the tank so there was some settling, but it seems excessive. I would guess 8 to 12 inches. I concerned that they didn't compact the ground that they laid the tank on. 8- 12 inches of movement is a lot for the connection to move in the ground. is there a person who can verify the proper inspection was done? Was it inspected? Who do I talk to about this? [Quoted text hidden] (Quoted text hidden[ All email messages and attached content sent from and to this email account are public records unless qualified as an exemption under the Massachusetts Public Records Law. Visit us online at www,northandoverma.gov. 2 attachments i IMG_1277.jpg 1550K �.. IMG_1278.jpg 1774K Jennifer Hughes <jhughes@northandoverma.gov> Wed, May 9, 2018 at 9:44 AM To: "Daniel G. McKew" <dmekew@gmail.com> Cc: Monica Gregoire<mgregoire@northandoverma.gov>, Brian LaGrasse <blagrasse@northandoverma.gov>, Jean <jenright@northandoverma.gov>, bmason@yahoo.com Daniel, I do not have jurisdiction over these areas as they are more than 100'from the wetland resources. I would be happy to visit the site with my colleagues from the health and planning departments to help find a solution. I do believe there are issues and the pond will need to be functioning to receive a certificate of compliance from the Conservation Commission as it is part of the larger stormwator management system. I do not believe that blue pipe is part of the proposal. I also do not know the plan for the island at the end of the street but it will need to be stabilized prior to a certificate of compliance as well. Jennifer A. Hughes Conservation Administrator Town of North Andover 120 Main Street https://mail.google.com/ma€l/u10?ik=dadd1872e7&v€sew=pt&search=al Apermthid=thread-f%3A1599990357766334924&simpl=msg-f%3A1599990357766334924&: 5116/2018 Town of North Andover Mail-45 Wallington Way NoRviovER Monica Gregoire<mgregoire@northandoverma.gov> Massachusetts 45 Wellington Way 1 message Daniel G. McKew<dmckew@gmail.com> Wed, May 16, 2018 at 8:41 AM To: Monica Gregoire <mgregoire@northandoverma.gov> Monica, This is from this morning. A total mud pit. Doesn't drain. 1 i Regards, Dan McKew i IMG_1378.fp3 1782K hUps:/Imall.google.com/mai I/u/07ik=daddl872e7&view=pt&search=al l&permthid=thread-f°/`3A1600624603389037237&simpl=msg-f%3Al 600624603389037237 [[ t 1 6/27/2018 Town of North Andover Mail-Wellington Paving NoRT ��� Monica Gregoire<mgregoire@northandoverma.gov> MamchusPdts.. :. Wellington Paving 2 messages Marylee Messina<messinanewhomes@gma]i.com> Mon,May 21,2018 at 11:34 AM To:Monica Gregoire<mgregoire@northandoverma.gov> Hi Monica, The final paving is tentatively scheduled for the Wellington Way road, 2 1/2 to 4 weeks from now. When we receive a definitive date, we will let you know. Thank you, Marylee Monica Gregoire<mgregoire@northandoverma.gov> Mon,May 21,2018 at 11:42 AM To:messinanewhomes@gmail.com Cc:Jean Enright<jenright@northandoverma_gov> Marylee, Thanks for the update.Please let me know when the cul-de-sac pond will be cleared as well. Best, Monica [Quoted text hidden] Monica Gregoire Staff Planner Planning Department Town of North Andover 120 Main Street North Andover,MA 01845 Phone (978)688-9535 Fax (979)688-9542 Email mgregoire@northandoverma.gov Web www.noTthandoverma.gov https://mail.google.com/mai I/u/0?ik=daddl872e7&view=pt&search=all&permthid=thread-f%3Al 601088394566540452&si mpl=msg-P/a3Al 601088394566540452&si mpl=msg-a°/a3Ar519O8T79046537091... 112 6/27/2018 Town of North Andover Mail-Wellington Paving Hours of Operation: Monday,Wednesday,Thursday 8 AM--4:30 PM Tuesday 8 AM-6 PM,Friday 8 AM-12 PM https://mail.google.com/maiVu/0?ik=dadd l872e7&view=pt&search=all&permth id=thread-f%3Al 601088394566540452&simpl=msg-f%3AI 601088394566540452&simpI=msg-a%3Ar6190B779046537091... 2/2 i CHRISTIANSEN & SERGI, INC. PROFESSIONAL ENGINEERS AND LAND SURVEYORS 160 SUMMER STREET,HAVERHILL,MA 01830 tel:978-373-0310 www.csi-engr.com fax 978.372-3960 June 27, 2018 Town of North Andover Planning Department 120 Main Street North Andover, MA 01845 Re: Wellington Way Dear Monica: In response to your emails received regarding stormwater issues dated June 26, 2018, we offer the following responses • The statement that the Infiltration basins"do not function at an acceptable level, even after allowing for 72 hours of drainage" is incorrect. As stated at the site meeting on May 16, the basin in the center of the cul-de-sac does need to be cleaned to remove built up sediment. Both the basin in the cul-de- sac and on lot 5 have drained within 72 hours of a storm event since our site meeting. I have attached a calendar view showing rain events and photos of our inspections after the rain events. Significant Rainfall Dates: 5/15/18 0.47" -We met the day after on-site. Neither basin was filled with water. 5/26118 0.35" -See photos from 5/30/18 (both basins drained) 6/4-6/5 0.56 - See Photos from 6/5/18 (Both basins drained) 6/18/18 0.65"- See photos from 6/19/18 (Both basins drained) 6/24-6/25 0.93"-See photos from 6/25 and 6/27. This storm event is still within the 72 hour period. As previously stated, the developer will clean the cul-de-sac infiltration area prior to paving the final top course of pavement. In our opinion the basin on Lot 5 is functioning as designed. Once the basin in the cul-de-sac is cleaned, the basin will operate more efficiently. We would be please to meet with you and Mr. Borgesi in you office at your convenience to discuss the matter In greater detail. Very truly yours, Christiansen & Sergi, Inc. 7mes Melvin, P.E. May Weather for Lawrence, MA I Weather Underground Page 1 of 1 ONLINE ONLY ONLINE ONLY ONLINE ONLY $123.77 $99 $249 $69.97 $499 $274.09 $249 Lawrence, MA A Lawrence Municipal 4 2:08 PM EDT on.tune 27,2018(GMT-0400) 0 Today ❑ Forecast went-hef+istoryferAK6-wM1aL3.WY, 2018 Sunday Monday Tuesday Wednesday Thursday Friday Saturday Db A. 1 I 4 2 3 ' S �v Actual: 68°142° Actual: 91°1 54° Actual: 901 168° Actual; 84°1 68' Actual: 76°1 69' 0.00 In 0.00 in 0.12 in 0.00 in 0.00 in Average: 66°143° ,Average: 670 144° Averaga: 63'143' ':Average: 64°1421 Average: 63'143° I 0.09 In 0.09 in 0.16 in 0,12 in 0.07 In 6 �, ' 7 °t 8 f� 9 10 11 , _ 12 Actual• OW 1540 Actual; 69'151' Actual; 7301460 Actual: 75°160° Actual: 73'160' Actual: 694 1 521 Actual: 541 145' 0.39 In 0.00 in 0.00 In 0.00 In 0.00 in 0.00 in 0.02 In Average: 61'142' Average: 63'143° ;Average: 63°1420 Average: 63°143' 'Average: 66'145° 'Average: 6701460 Average: 60°1 46' I 0.07 in 0.11 In 0.09 in 0.14 in 0.19 In 0.17 in 0.12 in 13 �` 14 15 „�%' :16 17 18 �;, 19 Actual: 64°145° Actual: 78'1480 Actual: 88'161' :Actual: 64'164' Actual: 8161650 Actual: 63'146' Actual: 641 142° O.00 In 0.00 in 0.47 in 0.00 in 0,00 in 0.00 In OA3In Average: 6901464 Average: 6701470 Average: 69°146' Average: 68°147' Average: 69°148° Average: 70°148° Average: 68°147° 0.17 in 0.14 in 0.09 In 0.13 in 0.16 in 0.09 in 0.10 In 20 �;�; ) '21 22 r� ' 23 � 24 -26 ) 26 Actual; 75 53 Actual: 89 67° Actual: 89 66° Actual: 80'1 64° ,Actual: 60°152° ;Actual: 70°154° 'Actual: 841 1 57° °1 °1 °1 0.02 in 0.00 In 0.00 in 0.08 In 0.00 in 0.00 in 0.32 in Average: 67'148' Average: 72°160' Average: 71'1600 Average: 71'1 50° Average: 72°149° Average: 68'1 49' Average: 69'1 49° 0.13 in 0.06 in 0.08 in 0.03 in 0.07 in 0.19 in 0.12 in 27 ��;�; ' 28 ;�,�? 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