HomeMy WebLinkAboutSeptic - Full Repair - Correspondence - 181 JOHNNY CAKE STREET 5/26/2021 NORTH ANDOVER
Massachusetts Toni Wolfenden <twolfenden@northandoverma.gov>
,t ---
Revised plan review, 181 Johnny Cake Street
1 message
Daniel Ottenheimer<dano@millriverconsulting.com> Fri, Apr 9, 2021 at 4:19 PM
To: 'Brian Lagrasse (blagrasse@northandoverma.gov)" <baagrasse@northandoverma.gov>, Stephen Casey
<scasey@northandoverma.gov>, "Toni Wolfenden (twolfenden@northandoverma.gov)" <twolfenden@northandoverma.gov>
We have completed our review of the revised design plan and recommend approval. A draft letter for your use is
attached.
Please do let me know any questions you might have.
Dan
Daniel Ottenheimer, PE
President
< MILL RIVER CONSULTING
Curative sollitims!ur Und Development
6 Sargent Street
Gloucester, MA 01930-2719
Phone: 978-282-0014 ext.802
www.millriverconsulting.com
Member: National Society of Professional Engineers, New England Water Environment Association, Yankee Onsite
Wastewater Association, Massachusetts Environmental Health Association
0 181 Johnny Cake Street Approval Letter.docx
77K
4/8/2021 Gmail-181 Johnny Cakes St
Gmail DPF Design <dpfdesign47@gmail.com>
181 Johnny Cakes St
DPF Design <dpfdesign47@gmail.com> Wed, Mar 31, 2021 at 9:33 PM
To: Daniel Ottenheimer<dano@millriverconsulting.com>
Hi Dan, attached is the revised plan electronically. I have made all revisions requested as outlined below. Can you let me know it is
good to go and I will print and send final copies to the Town of NA.
When this pandemic is all over, I would love to get lunch and talk about the Promise Land!
1.Provide a statement identifying if the property is within or not within the watershed of Lake Cochichewick(NA 3.2): Added to
Plan Please see Existing Condition Note#4
2.Provide the names&addresses of the abutters from a recent tax map(NA 3.2): Added to Plan
3.Provide the distance from the septic tank to the dwelling on the site plan (NA 3.2) Added to Plan
4.Provide the following statement along with a signature and date:"I certify the locations, elevations, and ties shown on this plan
result from an actual survey made on the ground"(NA 3.2): Added to Plan Please see Existing Condition Note#5
5.Notate that the building sewer pipe will be laid on a compact,firm base,on a continuous grade in a straight line(310 CMR
15.222(5)&222(7)). Added to Plan Please see General Note#21
6.Notate the brand and model number of the effluent filter and specify the required annual filter maintenance(310 CMR
15.227(7))-Added to Plan Please see specification in septic tank profile.
7. Revise the pipe slopes in the system profile. Example:2% Building Sewer slope(NOT 0.02%), 0.5% Distribution Line Slope
(NOT 0.005%): Revised on Plan
8. For the leach field,a width of 21'&length of 35' results in 735 square feet area. Please update the design calculations.
Revised on Plan
Thank you,
Derek Fullerton
r 181 Johnny Cakes Street-SAS 2021 Plan BOH Revised Plan of 3-31-21.pdf
1962K
�.V ,qVa
R ,�3 2p11
P
lO�OF
N��~;N
https://mai l.google.com/mail/u/7?ik=2097792652&view=pt&search=all&permmsgid=msg-a%3Ar8438052222325901336&simpl=msg-a%3Ar843805222... 1/1