Loading...
HomeMy WebLinkAboutCorrespondence - 767 JOHNSON STREET 3/31/1998 Massachusetts Department of Environmental Protection For DEP Use Only Permit d Transmittal, Transmittal Form for Permit Received Date Reviewer __ Application and Payment Dermi .�DeNed Decisioon n Date- Facility ID(if known) Application Information 13-L R p-, p_-5,g b Instructions Permit, Approval or Other Category(seven character code from the lint page of the directions on How to Apply).Examples:BWPA001,BRPWP01,etc. 1. Please type or e 14atnre --- print. Use a Category Name separate -- Transmittal Form Brief Project Description for each permit application. Applicant or Legally Responsible Official 2. This form has �l„wz).-i DAvtp been revised and Last Name First Name Middle Initial is no longer a three-part color ^ ` coded � --- ------ --- form. Address Therefore,please /J- �rt_Q_ov�12 Nl fh_ O L& i!S (478)_685 - S78 2, ext make three copies CiWTown State Zip Code Telephone Number(including area code and extension) of this form: copy 1 must Contact accompany Facility, Site or Individual Requiring Approval permit application y q g pp copy 2 must - accompany Name rfFaciliry,Site or Individual payment _ +f G- _--- J'a,k, - - ---- Address - copy 3 retain for W f, �Oooc_ z /V1_(� o 8_'-!5 -. (9 Zb)--8` ext. your records. CiWTown State Zip Code Telephone Number(including area code and extension) 3. Make check payable to Application Prepared By (if different from section B) Commonwealth of Massachusetts. S s2oc9. -_- j e-I ct m Please mail check Last Name First Name Middle Initial n and a copy of this Transmittal Form Address to: N- A.1XQ o e t - /1!1 R © )-t 2,--is 17 886 !`l6� ext. Department of -- — Environmental -- CiWTown State Zip Code Telephone Number(including area code and extension) Protection, ----- --- P.O. Box 4062, Contact LSP Number(for 21E only) Boston,MA, 02211. Other Related Permits:If you are applying for other permits related to this application,please list them below. 4. Both fee- exempt and non ' "I Description exempt applicants must mail a copy -- of the Transmittal Form to: — -- - Department of Environmental -- ---- - - Protection, Amount Due P.O.Box 4062, Boston, MA, Special Provisions: ❑ Fee Exempt* (city,town,district,or municipal housing authority)(state agency if permit fee is$100 or less) 02211. ❑ Hardship Request(payment extension according to 310 CMR 4.04(3)(c) ❑ Alternative Schedule Project Request(according to 310 CMR 4.05 and 4.10) *There are no fee exemptions for 21 E sites,regardless of the applicant's status. Check No. y3 - _ - Dollar Amount$ 2 0C) -00-_- --___ Date Make check payable to Commonwealth of Massachusetts. Please mail check and one copy of Transmittal Form to Department of Environmental Protection, P.O. Box 4062,Boston, MA,02211 Massachusetts Department of Environmental Protection Transmittal # 45� Bureau of Resource Protection -Water Pollution Control Facility ID (if lcno wn) Title 5 Permit Application BRP WP 59b DEP Approval of Local Variance BRP WP 59c DEP Issuance of variance This application is to be filed by.persons required to obtain approval for the categories le Specified above in accordance with 310 CMR 15.000: The State Environmental Cod Ti of 5. Standard Requirements for the Siting, Construction, Inspection, Upgrade and Expansion On-site Sewage Treatment and Disposal Systems and for the Transport and Disposal of Septage. DEP approval is subject to fees established under Massachusetts General Laws, Chapter 21A, Section 18 and regulated under 310'CMR 4.00 Timely Action Schedule and Fee Provisions. A. Applicant Information 1. Which permit category are you applying for? V BRP WP 59b DEP Approval of Local Variance ❑ BRP WP 59c DEP Issuance of Variance 2. Applicant: Veto 51g, 6 , Name _ _76_7 Address AAA City/Town State Zip eq 78 (08`t- e 9z Telephone 3. Facility Address/Location: AddrP-,s /Vo r+{ o eiz A t+ - City/Town State Zip 4. Design Engineer or Sanitarian: /yr- . Gn4 zal �Jl Name z 3 Address ;V0 M/7 O/8 City/Town State Zip -- Telephone i of 3 Massachusetts Department of Environmental Protection Transmittal #P2-27—f-9 Y'` Bureau of Resource Protection -Water Pollution Control Facility ID (if]mown) 5. Registration: n P.E. Sanitarian Registration Number 6. Does this project require a filing under 301 CMR 10.00, The Massachusetts Environmental Policy Act? ❑ Yes A No t M. i If yes, has final action been taken? ❑ Yes ❑ No Date 7. The legal entity which will own this facility is: P Individual • Municipality • Private Partnership • Federal • State/County • Corporation C3 Other (Specify) 8. 71vo complete sets of plans and specifications, including a locus map, properly stamped and signed by a Massachusetts Registered Professional Engineer or Massachusetts Registered Sanitarian must accompany the application. Are plans and specifications enclosed? 0 Yes ❑ No Have the plans been revised? A Yes ❑ No 04n5- Ef (6Sr� 9. Variance(s)from the following Title 5 provisions) is/are being sought: 1. Reduction in the required minimum vertical separation distance between the bottom of the stone underlying the soil absorption system and the water table from the required four feet to three feet.This is a variance of Title 5 section 15.212(a). 2. Reduction of the required soil absorption system area that will result in a higher than allowed effluent loading rate.The required effluent loading rate is — 0.15 gallons per square foot per day.The requested effluent loading rate is 0.2 gallons per square foot per day.This results in a soil absorption system that is reduced in size by 25%.This is a variance to Title 5 section 15.242(1). 2 of 3 _.. Massachusetts Department of Environmental protection Transmittal it ? Bureau of Resource Protection -Water Pollution Control Facility ID (if known) 10. If applying for a local variance approval (BRP WP 59b), the letter issued by the local approving authority Navin$jurisdiction over the site granting the subject variance must accompany this application. Is the approval letter attached? Yes ❑ No 11. If applying fcr a local varicuxe approval (BRPern'P d ti which to the abutters the abutter to the subject properly, a copy of the certified fi must accompany this application. Is proof of notification attached? Yes 0 N 12. In accordance with 310 CUR 15.410, the applicant must prove that the strict enforcement of the provision of the code for which the variance is being sought would do manifest injustice and that the same degree of environmental protection required under the code can be achieved without strict application of the particular provision. Is documentation is support of meeting this requirement attached? 9k Yes ❑ No 13. Is the variance requested for new construction? ❑ Yes No 14. Is the complete application submitted to the local authority attached? ,A yes 0 N B. Certification "I certify under penalty of law that this document and all attachments, to the best of my knowledbe and belief, arc 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-;nlations." Sz,lu✓j1d/� 4=ants s i g rk9tWr e n Print name �2 Name of Preparer - s�31��� Date I � t 3of3 .,nn xim <Ol. GO.- e.... l/31/95 53-7058/2113 24&3 NEW ENGLAND ENGINEERING SERVICES INC. 887807575 33 WALKER RD., STE: 23 PH. 978-686-1768 NORTH ANDOVER, MA 01845 DATE 4 PAY TO THE �4tA � ORDER OF co Cp IY�WI W�Vi e__ Q SS I $ Oct 0- . ... g �•J'"J� Nc aL LJ DOLLARS a m IPSWICH SAVINGS BANK IPSWICH,MASSACHUSEM 0193E MEMO c O AV .A: 2 L 313 70 58 7i: 88 780 76 7 Sum 24 3 i i I Town of North Andover NORTH OFFICE OF �,?0�'` °'6 0 COMMUNITY DEVELOPMENT AND SERVICES A 30 School Street North Andover,Massachusetts 01845 y9SS4C US-t�y WILLIAM J. SCOTT Director March 2, 1998 New England Engineering, Services, Inc. 33 Walker Road, Suite 22 North Andover,MA 01845 RE: 767 Johnson Street,North Andover Dear Mr. Osgood: This letter is to confirm that the North Andover Board of Health at their regularly scheduled meeting on February 26, 1998 granted two variances for the proposed septic repair at the property at 767 Johnson Street. These two variances allow the decrease in separation between the bottom of the septic system and the water table of four feet to three feet, and a reduction of 25%in the size of the leaching area. The applicable Title 5 references are 310 CMR 15.212(a)and 310 CMR 15.242(1), respectively. If you have any questions, or need any other assistance, please do not hesitate to call the Health Department. Sincerely, Sandra Starr,RS. Health Administrator Cc: David Solomon William Scott,Dir. CD&S File BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 NEW ENGLAND ENGINEERING R INC_..._. North Andover Board of health 30 School Street North Andover, MA 01845 Re: 767 Johnson Street variances request Dear Mr. Chairman: Please accept this letter as a formal request for a variance t0t the provisions a of repair he state sanitary code Title 5. The request is being made for a prop design Jolmson Street. The variances being requested are as follows: 1. Reduction in the required minimum vertical separation distance between the bottom of the stone underlying the soil absorption system and the water table from the required four feet to three feet. This is a variance of Title 5 section 15.212(a). 2. Reduction of the required soil absorption system area that will result in a higher than allowed effluent loading rate. The required effluent loading rate is 0.15 gallons per square foot per day. The requested effluent loading rate is 0.2 gallons per square foot per day. This results in a soil absorption system that is reduced in size by 25%. This is a variance to Title 5 section 15.242(1). These requests were previously made in a letter dated February 4, 1998, This office is notifying the abutters of a hearing for these requests on February 26, 1998 at 7:00 P.M. in the Town Hall library meeting room. If you have any questions please do not hesitate to contact this office. Yours truly, Benjamin C. Osgood, Jr., EIT 33 \NAL1,(ER RD. sl,irl-E 22 - NORTH ANDOVER, MA 01845 (508) 686-1-768 NEWENGLAND ENGINEERING SERVICES February 4, 1998 Sandra Starr,Health Administrator North Andover Board of Health 30 School Street North Andover, MA 01845 Re: 767 Johnson Street Dear Sandra: This letter is a response to your letter dated January 30, 1998 regarding the septic system design at 767 Johnson Street in North Andover. The plan has been revised and each of your comments addressed as follows. I. If an additional deep hole is needed I would like to schedule a time to do this as soon as possible.We should be able to go out on a wane day this month. If you will not go this month I would ask that the plan be approved conditionally pending the excavation of an additional deep hole. 2. The revised plans are stamped. 3. Side lot lines are shown. 4. The site evaluation forms are included with this letter. 5. The first 2' level note is included under the D-Box detail. It has also been added to the profile. 6. Assessor's map and parcel number have been added. 7. The perc elevation has been added. 8. The north arrow has been moved and corrected. 9. This design is less than 4' to groundwater. A local upgrade approval is needed for this design. A note to that effect was included on the plans. 10. The number of bedrooms is specified in the design calculations. The number of bedrooms has been added to the plan view of the existing house. 11. The breakout elevation given on the plan was for the low side of the system. The elevation has been changed to reflect the breakout elevation on the high side. 12. The calculations are not incorrect. The bed has been reduced in size by 25%of the required area. This was, and still is,noted on the plans as a local upgrade approval. 13. A local bylaw variance is being requested for the use of an alternative to a.concrete wall in order to vary the required slope. This has been noted on the plans. 33 WALKER RD. -- SUITE 22 - I C. RI-F-I ANDOVER, MA 01845 ._. (50 ) 686-176 PAGE 2 Since each of the items has been corrected I am requesting that the local upgrades and the local variance be discussed at the next Board of Health meeting.You should be aware that the combination of the two local upgrade approvals will need a variance issued from DEP since it is noted under the local upgrade section of Title 5 that each can not be granted in conjunction with the other. This office will prepare a legal notice to be sent to the abutters to advertise this hearing. Please inform this office of the hearing date at least two weeks prior to the hearing. If you have any questions I can be reached at 978-686-1768. Yours truly, Benjamin C. Osgood, Jr., EIT c.c.: David Solomon William Scott Town of North Andover 01 N0 oTH 141 OFFICE OF COMMUNITY ITY DEVELOPMEl\T AND SERVICES F- P 30 School Street * z North Andover, Massachusetts 01845 WILLIAM J. SCOTT SACHUS Director January 30, 1998 New England Engineering Services, Inc. 33 Walker Rd., Suite 23 North Andover,MA 01845 Re: 767 Johnson St. Dear Mr. Osgood: This is to inform you that the above referenced plans have been disapproved for the following reasons: 1. Additional deep hole required at driveway end of system to check GW and ledge before approval. 2. Plans not stamped(3 10 CMR 15.220(2)). 3. Side lot lines must be shown. II 4. Site evaluation forms missing. (3 10 CMR 15.018(2)). 5. First 2'after D-Box to laid level-note missing from profile. 6. Assessor's map and parcel missing(N.A.8.02a). 7. No perc evelations(N.A.8.02n). 8. North arrow needs to relate better to site plan 9. Less than 4'to ground water(310CMR 15.212(a)). 10. Number of bedrooms is not specified(N.A. 8.021). 11. Breakout elevation is somewhat higher than 99.00 BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 Disapproval letter 767 Johnson St. January 30, 1998 Page 2 12. Calculations incorrect-leaching for only 252 gallons per day provided(310CNM 15.203(2)). 13. Breakout not met and slope greater than 3.1. Barrier for breakout not concrete(310CNM 15.255(2) (N.A.9.02). Please do not hesitate to call the number below if you have any questions. Sincerely, Sandra Starr, Health Administrator rel c.c.: David Solomon William Scott File NEW ENGLAND ENGINEERING SERVICES INC Greater Lawrence community antenna Inc. C/O Media One 180 Greenleaf Ave. Portsmouth,NH 03801 Re: Abutters notice for 767 Johnson Street variances request Dear Sirs: Please accept this letter as a formal notification of a public hearing regarding the request of Lisa and David Solomon for variances to the provision of the state sanitary code Title 5. The request is being made for a proposed design for a septic system repair at 767 Johnson Street. The variances being requested are as follows: 1. Reduction in the required minimum vertical separation distance between the bottom of the stone underlying the soil absorption system and the water table from the required four feet to three feet. This is a variance of 310 CMR 15.212(a). 2. Reduction of the required soil absorption system area that will result in a higher than allowed effluent loading rate. The required effluent loading rate is 0.15 gallons per square foot per day. The requested effluent loading rate is 0.2 gallons per square foot per day. This results in a soil absorption system that is reduced in size by 25%. This is a variance to 310 CMR 15.242(1). There will be a public hearing to discuss these requests at a meeting of the North Andover Board of health on February 26, 1998 at 7:00 P.M. in the Town Hall library meeting room. The applicant shall demonstrate to the Board that: A) that enforcement of the provisions of 310 CMR 15.00 from which a variance is sought would be manifestly unjust, considering all the relevant facts and circumstances of the individual case; and B) a level of environmental protection at least equivalent to that provided under 310 CMR 15.00 can be achieved without strict application of the provisions of 310 CMR 15.00 from which a variance is sought. If you have any questions please do not hesitate to contact this office. Yours truly, Benmin C. Osgood, Jr., EIT 33 WALKER RD. - SUITE 22 - NORTH ANDOVER, MA 01845 - (508) 686-1768 PUBLIC NOTICE Please accept this letter as a notification of a public hearing regarding the request of Lisa and David Solomon for a variance of the provisions of Title 5,the state sanitary code. The request is being made for a proposed design of a septic system at 767 Johnson Street,North Andover,MA 01845. The request is as follows: 1. 310 CMR 15.211(1)Reduction in the setback distance from a leach facility to a curtain drain from the required 50 feet to a distance of 18 feet. There will be a public hearing to discuss this request at a meeting of the North Andover Board of Health on May 28, 1998 at 7:30 P.M. in the Town Hall conference room. t The applicant shall demonstrate to the Board that: 1. The enforcement of the provisions of 310 CMR 15.00 from which a variance is sought would be manifestly unjust,considering all the relevant facts and circumstances of the individual case; and 2. A level of environmental protection at least equivalent to that provided under 310 CMR 15.00 can be achieved without strict application of the provisions from which a variance is sought. If you have any questions please do not hesitate to contact this office. Benjamin C. Osgood, Jr.,EIT President r DO Q o rl m o U �� d o m`0 ci z N o'� o z I a) I i o i6 "r iL V `� a� o A O CL ¢ H � 5661 lady'008£wjod Sd r i U I H m Cc nj I w t� > d � �' Q o P.•J � I 1 m t o Old C3 CD U j N .a n a m o CL v C7 0 o - j� co n. ° a U �j 2 ¢ C) 111 � Sd r i ru Ml co V 64 rq � o m � ... U- 0, cn LL Q co+d a�i T CL 0 LL N a'a Z CL U 566 g Wood Sd NORTH ANDOVER BOARD OF HEALTH DESIGN REVIEW REPORT DATE d FEE : G PERMIT #_ DATE RECEIVED / u /✓ J APPLICANT 219 UI D ����rC�✓��'Q+�� MAP PARCEL LOT #� STREET # rte! ADDRESS /�� � t.JQ�'f/1�7 >6,�.) ,...>��.. ENG. �3c,aC�C' b, S STREET J,-') ti? c"� ) J , ENGINEER' S ADD . 3 �/}1. i b. �X)IrL �-,-. a , PLAN DATE 1117192, REV. DATE CONDITIONS OF APPROVAL APPROVED DISAPPROVED REASONS FOR DISAPPROVAL : '7� Nd - � y 7-2> ' le r2 C' �. 5 7- , NORTH ANDOVER BOARD OF HEALTH DESIGN REVIEW REPORT—CONTINUED Page of /V! C> , / , .e �-- le I3, ' 'A PLAN REVIEW CHECKLIST r ADDRESS 71,, i ..,. ���..' � ..wj ENGINEER L� ,°l�.lC ,/kf,�; '"/� ..,` t..a GENERAL 3 COPIES STAMP. LOCUS �'"' NORTH ARROW_ SCALE CONTOURS PROFILE r Sc SECTION I °° BENCHMARK SOIL & d , PERCS ELEVATIONS ,, WETS . DISCLAIMER %° WELLS & WETS WATERSHED?_VO DRIVEWAY �'°"""� WATER LINE FDN DRAIN M&P,- SCH40 TESTS CURRENT? t SOIL EVAL SEPTIC TANK MIN 150OG . 17 INVERT DROPIZ GARB. GRINDER�/O (2 comps +200 ) 10 ' TO FDN MANHOLE ELEV GW ## Comps . GB D-BOX SIZE ## LINES—L FIRST 2 ' LEVEL STATEMENT"" ",, INLET /i - OUTLET _ ( 2" OR . 17 FT) TEE REQ ' D? LEACHING MIN 440 GPD? RESERVE AREA ,, - 4 ' FROM PRIMARY? 20 SLOPE 100 ' TO WETLANDS `-� 100 ' TO WELLS 4 ' TO S .H.GW *µ,. ( 5 >2M/IN) 20 ' TO FND & INTRCPTR DRAINS 400 ' TO SURFACE H2O SUPP 4 ' PERM. SOIL BELOW FACILITY : MIN 12" COVER FILL? -- ( 15 ' ) BREAKOUT MET? ,,, TRENCHES MIN 440 gpd SLOPE (min . 005 or 6 11/1001 ) SIDEWALL DIST . 3X EFF. W OR D (MIN 6 ' ) RESERVE BETWEEN TRENCHES? IN FILL? MUST BE 10 ' MIN. 4" PEA STONE? VENT? ( >3 ' COVER; LINES >50 ' ) BOT + SIDE - X LDNG = TOT ( L x W x ##) (DxLx2x##) (G/ft2 ) Copyright O 1996 by S.L. Starr PITS MIN 440 LEACHING MIN 1 ( 13 'x16 ' ) PIT MANHOLE/PIT GW MIN 4 ' BELOW BOTTOM EXC 2x EFF W OR D 12"-48" STONE BOT + SIDE x LOAD = TOTAL (L x W x #) (2x(L+W)xD x #) (G/ft2) CHAMBERS MIN 440 LEACHING GW MIN 4" BELOW COVER >3 FT - VENT MANHOLES 12"-48" STONE SPLASH PADS SLOPE . 005 BED/TRENCH (Bed max. 60 ' X 601 ) MIN 13 ' X 16 ' PIT BOT + SIDE X LOAD = TOTAL (L x W x ##) (2 x ( L+W)xD x ##) (G/ft2) FIELDS MIN 440 GPD �'"" � 900 ft2 BED '- GW MIN 4 ' BELOW BOTTOM OF FIELD , PIPE ENDS JOINED? (--1 4" PEA STONE? --- DIST LINE SLOPE 005? �ry >3 ' COVER-VENT SCH 40 MIN 1211 COVER ° RATE / /- ( Z O x 4- ) x TOTAL L W LDG DOSING TANKS AND PUMPS DIMENSIONS X X = PUMP CAPACITY gpm L W D Vol . DISCHARGE SIZE DISCHARGE RATE DISCHARGE TIME gpm MANHOLES TO GRADE ALARM SEP . CIRC. GW (Min. 1 ' below inlet) HWL LWL CHECK VALVE BLEEDER HOLE MANUAL OP . SWITCH ENUF STORAGE? Copyright 0 1996 by S.L. Starr SEPTIC PLAN SUBMITTALS LOCATION: `7 ` ,> °� � i �, �• ° NEW PLANS: YES J $60.00/Plan t °' REVISED PLANS: YES S25.00/Plan DATE: /iM.;U /��.7 DESIGN ENGINEER: When the submission is all in place, route to the Health Secretary SEPTIC PLAN SUBMITTALS LOCATION: '-76, 7 NEW PLANS: YES S60.00/Plan REVISED PLANS YES $25.00/Plan DATE:-2 DESIGN ENGINEER: /I/env 7,,, _��2 'I—,, l mac, When the submission is all in place, route to the Health Secretary f Town of North Andover, Massachusetts Form No.a pCR,H BOARD OF HEALTH a _.19 p 41 DESIGN APPROVAL FOR ss'qC"°Sft� SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM Applicant M,,,%t,2 Test No Site Location 767 JO/Y,060k Reference Plans and Specs. 5 660-6 ENGINEER DESIGN DATE Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health.' CHAIRMAN,BOARD OF HEALTH Fee Site System Permit No. ���/