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Miscellaneous - 345 BERRY STREET 4/30/2018
t MAP # PARCEL # LOT # ...... STREET .b/k ........_........ CON.STF ..UCT I ON._- APPROVAL. HAS PLAN REVIEW FEE DEEN PAID? qs� YES PLAN APPROVAL: ,DATE 1n/._^� S Ili__' -_ APP. DY.._.__ DESIGNER: �• 1 , PLAN DR i E -_ CONDITION WATER SUPPLY: WELL PERMIT__,3°y� WELL TESTS: TOWN DRILLER. -....c..- CHEMICAL DA I E APPRUVEU.._Z BACTERIA I Ufl l L �11'('F�UVED ���a/�Z BACTERIA I I DA I E APPRUVE::D COMMENTS: eheCk 0,t non-cc,1,4rm FORM U APPROVAL: APPROVAL 10 ISSUE YES DATE ISSUED_-- -�U_q HY�Z -u CONDITIONS: FINAL APPROVAL: ALL PERMITS PAID LF, No WELL CONSTRUCTION APPROVAL NU SEPTIC SYSTEM CONSTRUCTION APPROVAL ES,` NU OTHER YES NU ANY VARIANCE NEEDED YES NO FINAL BOARD OF HEALTH APPROVAL: I)A1 E :.10119Az BY: 1�lGl/C.i ISSUANCE OF DWC PERMIT YES NO DWC PERMIT NO. .�77 INSTALLER:_ 51 Ale BEGIN INSPECTION YESNO: --__------.-----_—_---_------.-.-_- EXCAVATION INSPECTION: NEEDED: rs ci AS BUILT PLAN SATISFACTORY: YES-:-` APPROVAL TO BACKFILL: DATE :ef__ FINAL GRADING APPROVAL: DATE �� _DY— FINAL CONSTRUCTION APPROVAL: DATE:_ /DS_i3Y--,.J_�.-- :. SEPTI-G.__Fq.Y_STEM__���aTA4.L.R_�.QN. ' IS THE INSTALLER LICENSED? J j NO _._ TYPE OF CONSTRUCTION: CNW REPAIR NEW CONSTRUCTION: CERTIFIED PLOT PLAN REVIEW Ykz-S NO CONDITIONS OF APPROVAL YES NO (FROM FORM U) ISSUANCE OF DWC PERMIT YES NO DWC PERMIT NO. .�77 INSTALLER:_ 51 Ale BEGIN INSPECTION YESNO: --__------.-----_—_---_------.-.-_- EXCAVATION INSPECTION: NEEDED: rs ci AS BUILT PLAN SATISFACTORY: YES-:-` APPROVAL TO BACKFILL: DATE :ef__ FINAL GRADING APPROVAL: DATE �� _DY— FINAL CONSTRUCTION APPROVAL: DATE:_ /DS_i3Y--,.J_�.-- FORM U . LOT RELEASE y INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having.jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *****************************APPLICANT FILLS OUT THIS SECTION*********************** APPLICANTi'G� PHONE LOCATION: Assessors Map Number PARCEL SUBDIVISION A OT (S) STREET C�T,� .3ej�J�l �Sf/?tJL NUMBER RECOMMENDATIONS OF TOWN AC J CONSERVATION ADMINItTRATOR L D. COMMENTS �G -� ✓`^ t)V-Z (Q, P�/ Jliz__ L' 1 r rED WA � v' TOWN-01- DATE APPROVED Z DATE REJECTED CO NTS FO D INSPECTOR -HEALTH DATE APPROVED _ DATE REJECTED SEPTIC INSPECTOR -HEALTH DATE APPROVED DATE REJECTED ai 45? 12-6 Ck� COMMENTSV-- �n 'y PUBLIC WORKS - SEWER/WATER CONNECTIONS . DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR DATE Revised 9197 jm , INSTRUCTIONS.: This form is used to verify that all necessary approvals/permits from Boards and Departments having.jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. ****************''************APPLICANT FILLS OUT THIS SECTION*********************** APPLICANT /'G� I-SanfrY06 gtcd' edlih PHONE LOCATION: Assessor's Map Number /00 PARCEL J'i9 SUBDIVISION A LOT (S) STREET �� ,/3C'rl Sfi'��� ST. NUMBER ************OFF 1 C IAL USE ONLY********'************************* 6a�e�y� cZ_&c-cz WA/ rg�m�� RECOMMENDATIONS OF TOWN AGENTS: s(x_ CONSERVATION ADMIN TRATOR DATE APPROVED 2' i DATE REJECTED COMMENTS CG ✓`^-o -Z (jZ * N_G�'t- J i TOW LA DATE APPROVED 2 - DATE DATE REJECTED CONNENTS FOOD INSPECTOR -HEALTH DATE APPROVED / If A _z__ DATE REJECTED SEPTIC INSPECTOR -HEALTH COM DATE APPROVED oZ'vZ'rILR6.00 DATE REJECTED ! / 12-6 6c.'�) . r ry) !' tc;rc»�/ PUBLIC WORKS - SEWER/WATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR DATE Revised 9197 jm ri Lim i J I I ' 1 m � II I II I II I II I II It CL O 11 C It I II 11 1 „ 1 I 1 I 4'-0" 4'-8' 4'-8' x F) O O� N x Z m � II I II I II I II I II It CL O 11 C It I II 11 1 „ 1 I 1 I 4'-0" 4'-8' 4'-8' x F ------------ I I I 1 1 I I 1 I I I I 1 1 1 1 I 1 I I I I I I 1 1 I 1 I I I D I 1 1 1 1 I I I I I � 1 I 1 I 1 I I I 1 I 1 I 1 1 1 1 '1 1 I i 1 I 1 1 1 I I 1 I• 1 1 1 l 1 I I { 1 1 1 1 1 1 I 1 I •1 1 f 1 1 1 1 I 1 1 1 1 I 1 I 1 I 1 I I Ih--------- KA A 70 F D ■■ !!�n ow an Ea ■■ EM ■■ \■ moo 2 Z F 13 1 F FO � I � Vis_ g'_8• 10'-8' 4'-6' q I C 12 C �1 P W. i- v�� mm m© li_�- Iwo iii ---- - - - - - - i i t i t � i t i i t t ---------- N 04 H O "a rw w P4 O z M t�1 LU z .> • — r<' 06 ic C6 a ° a Ca �j 14 s s :c a J• M V tv CDy = C ; (n CIC > ICAO «+ *. r = U °' o H � C C6 V> 0 tv 4%40, .r = aa, ° ° oo a``� .� Ix '> 'e R tvO one to CL � a � as y ° � � H LCA., 0 •C 04 LU° •a. s as ° H �.+ ' �C tilE o a v, F, •song U •ee Q cr. C6 w h = C cv''.. O °`a em > O z L W) C eg W , 99 16 v � J Z C6 Z O � ,Z 96W N c ma cc 09 m m L C J L ` j L V 1( �• \ L 41 O1 E 7 lC -� W O� �� Jl c CC Y G Q U ii 3 — 7 2¢ Cl) ii ¢ ii m ta y r<' 06 ic C6 a ° a Ca �j 14 s s :c a J• M V tv CDy = C ; (n CIC > ICAO «+ *. r = U °' o H � C C6 V> 0 tv 4%40, .r = aa, ° ° oo a``� .� Ix '> 'e R tvO one to CL � a � as y ° � � H LCA., 0 •C 04 LU° •a. s as ° H �.+ ' �C tilE o a v, F, •song U •ee Q cr. C6 w h = C cv''.. O °`a em > O z L W) C FORM U - LOT RELEASE INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having.jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. *****************************APPLICANT FILLS OUT THIS SECTION*********************** APPLICANT.iGl 1anm^�'r ���-vu�i�aulf LOCATION: Assessor's Map Number SUBDIVISION STREET LA' ./3"rl- S//?f f PHONE PARCEL .J A LOT (S) ST. NUMBER ************** O F F I C IAL_ USE ONLY*********************************** np qZ_&c-el WAX V)RECOMMENDATIONS OF TOWN AGENTS: PON - CONSERVATION nc� CONSERVATION ADMI TRATOR DATE APPROVED i D DATE REJECTED COMMENTS i-V,,� Q,,� ""Or" I — TOWN -0 DATE APPROVED DATE REJECTED NTS FO D INSPECTOR -HEALTH DATE APPROVED DATE REJECTED SEPTIC INSPECTOR -HEALTH DATE APPROVED DATE REJECTED COMMENTS _ .. , -, r"- 1)� ; Li PUBLIC WORKS - SEWERIWATER CONNECTIONS DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR Revised 9197 jm DATE t s .j �t v. '-a Y t i �+ .{'. '_ s r77��ft � •r i - } 15 ed + v .y ar a ,t 't Vi, .. t t ° �� ..�5 + S#, t �� ti,•r..i �'�+•�'e/ir-�i.,�WMa'v�_a� SY. F�1:R.'�.�,. �la+i} �k��Ir° r.. - . 'kaIfs �is?5+ .� }�4 ..cy't'-P,f tt. ♦ ''t w i#a I �x�J•' r , • �1 i r +c �, i tj j..r rev rr# �4 +-7 t+'ett la. .,. .f t. 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'Y} of � /� Z' is i am WE Kim V DATE i 5 Sheet of BOARD OF HEALTH TOWN OF NORTH ANDOVER f SUBSURFACE DISPOSAL DESIGN REVIEW FEE dD (Db PERMIT # APPLICANT ADDRESS ENGINEER N�C�G A--S5c>c- DATE RECEIVED 'Z Z? Ja ASSESSOR'S MAP 1�$G PARCEL # Id'"� Zj z LOT # STREET # sr ADDRESS 444 2 a p PLAN DATE 7-e> Leo REVISION DATE CONDITIONS OF APPROVAL: APPROVED DISAPPROVED >C Dri LC 'CSG t i ---Pc i � -L.-� 26� L 5 w c-, (ca.) 6:v"lo�4 s 7005 -Ft Al -D LJI l � N�Uc )S�V-caC>�- ,. Cie OODC:51 L T\196 Or- �� �srn�� , -P(� s6 f•.(.oT6 Tz, S o..) -04.0 �� CSP L co was cs)C ;c v,&V:1 — ,—�0�,�4 To -7-2j` Zj & j 7 f iv UNITED STATES POSTAL SERVICE Official Business PENALTY FOR PRIVATE USE, $300 Print your name, address and ZIP Code here Thomas E. Neve Associates Inc. 447 Boston Sheet, Rte. 1 J6Topsfield, MA. 019M 8XI rveyora-Lar ! Use Planners E • Complete items 1 and/or 2 for additional services. I also WISh t0 receive the • Complete items 3, and 4a & b. following services (for an extra • Print your name and address on the reverse of this form so that we can fee): return this card to you. • Attach this form to the front of the mailpiece, or on the back if space 1. ❑ Addressee's Address does not permit. • Write "Return Receipt Requested" on the mailpiece below the article number. 2. ❑ Restricted Delivery • The Return Receipt Fee will provide you the signature of the person delivers to and the date of deliverv. Consult postmaster for fee. 3. Article Addressed to: Riding Rlty Tr. 242 Neck Rd. iaverhill, MA 5. Signature (Addressee) 6. Signature 4a. Article Number '7 g I 17�i 4b. Service Type ❑ Registered ❑ Insured ertified ❑ COD 01830 L Express Mail ❑ Return Receipt for Merchandise 7. Date of Deliver� G2 (y )- 8. Addressde's Address (Only if requested and fee is paid) PS Form 3577; November 1990 * U.S. GPO: 1991-287-M DOIY'�tIC RETURN RECEIPT SENDER: • Complete items 1 and/or 2 for additional services. I also wish to receive the • Complete items 3, and 4a & b. following services (for an extra • Print your name and address on the reverse of this form so that we can fee): return this card to you. • Attach this form to the front of the mailpiece, or on the back if space 1. ❑ Addressee's Address does not permit. • Write "Return Receipt Requested" on the mailpiece below the articl • The Return Receipt Fee will provide you the signature of the person to and the date of delivery. 3. Article Addressed to: Town of N. Andover 124 Main Street N. Andover, MA 01845 e number. 2. ❑ Restricted Delivery delivere Consult postmaster for fee. 4a. Article Number 4 7 4b. Service Type ❑ Registered ❑ Insured 'Certified ❑ COD ❑ Express Mail ❑ Return Receipt for 7. Date of Delivery 5. Signature (Add essee) _ 8. Addressee's Address (Only if requested and fee i0paid) 6. Sign re (Agent) G/ P 6 PS Form 3811, November 1990 *U.S.GPO: 1991-287.066 DOMESTIC RETURN RECEIPT UNITED STATES POSTAL SERVICE Official Business PENALTY FOR PRIVATE USE, $300 ✓. Print your name, address and ZIP Code here Thomas E. Neve Associates Inc. 447 Bolton Street, Rte. 1 Yopefleld, MA. 01983 Use Planners wlliam F. Weld Governor Daniel S. Greenbaum Commissioner Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection Metro Boston/Northeast Regional Office North Andover Board of Health i.20 Main Street North Andover, KA 018415 and Riding Realty Trust 242 Neck Road Haverhill, MA 01830 Dear Board Members and Applicant: May 26, 1992 RE: NORTH ANDOVER - BRP WP02 Variance Request - 31.0 CMR 15.14 Fig -#1 Repair of Subsurface System Lot #5A Berry Street DEP Transmittal #6413 The Metropolitan Boston/ Northeast Regional Office, of the Department o'L Environmental Protection, Division of Water Pollution Control., has received and reviewed your application for approval of a sanitary sewage variance pursuant to 310 CMR 15.20 with the above transmittal number. The application contained a.wr-itten notification dated March 25, 1992 stating that the North Andover Board of Health granted variances to the provisions of: 310 CMR 15.14 Fig.#1: Distance to a slope of Title 5 of the State Environmental Code. Accompanying the application was a plan consisting of one sheet(s), titled as follows: Title: Sanitary Disposal System Location: Lot #5A Berry Street Municipality: North Andover, MA 01845 Applicant: Riding Realty Trust P.E. or R.S.: Thomas E. Neve P.E. #80138 Date (Revisions): February 9, 1992 (April 2, 1992) 10 Commerce Way • Woburn, Massachusetts 01801 0 FAX(617)935-6393 • Telephone (617) 935-2160 -2 - An engineer of the Department has reviewed the plans and the accompanying data, and it is the opinion of the Department that the requested variance(s) to Title 5 cannot be approved as submitted for the following reasons: 1) There was no permit application form submitted with the plans. 2) Another copy of the plans is required. In the opinion of the Department, the requirements for the granting of a variance(s) as specified at 310 CMR 15.20 have not been satisfied. The applicant has',not proved that the enforcement of the provision(s) of the Code from which a variance is being sought would do manifest injustice and that the same degree of environmental protection required under Title 5 can be achieved without strict application of the subject provision(s). In accordance with 310 CMR 4.00, you have 60 days from the postmarked date of this letter in which to address the listed deficiencies. Within the 60 day time frame, the applicant is advised to allow for the appropriate Board of Health action on the revised submittal since the Department of Environmental Protection's subsequent action may be its final action and, therefore, any further filing in this matter would be considered a NEW application. If the applicant cannot accomodate the schedule of the Board of Health within the 60 day period, or for any other reason requires additional time, the applicant may, by written agreement with this Department, extend this schedule in accordance with 310 C,R 4.04(2)(f). The applicant is also advised that when the. Department receives the new information, it�will initiate a second technical review, and has an additional 30 days to rule upon the application. Should the application be deemed to be deficient for a second time, the application will be denied. Any person aggrieved by the decision of the Department of Environmental Protection may seek relief therefrom within thirty (30) days in superior court, as provided by the laws of this Commonwealth. The enclosed Supplemental Transmittal Form should be completed and included as a cover sheet with any future submittal to the Department relating to the above matter. You need only correspond to the Northeast Regional Office at the above address. THREE copies of engineering plans are required for the Department review. -3- ' N If additional information is required, contact Bob Ross at (617)935-2160. Very trulyy urs, Sabin M. Lord, Jr. Regional Engineer for Resource Protection SML/ BR/ be cc: DEP/DWPC/, 1 Winter St., Boston, MA 02108 - Attn: Bryant Firmin, G.W. Kevin Mahoney, Permits Administration Thomas E. Neve Associates, Inc., 447 Old Boston Road, Topsfield, MA 01983 _ 56T. EL, 99.00 (LOW P01W7) A OF Mf STEP UP IQ I QCRFHFUJTS aF 12" Tc LVAPS f KENNM Bey ALWAYS 1-kOWT1 N(IllC, ?.'•O 4470 ►JAT1��/i1, GR�.DE. DENNISON 6 No. 8809 srnucruna� � gOT, Et, 104. DOI V v A O �+ 4c, � $ �slOHAli�/ '70"32 ?OP OF- COUCELTIL t3ARP21ER. LEvrLL AT EL, Itl,00' iEe owG. S - 9Co2- 5A �A7tro PEg; t9, it E-V. APR, 21'94 g;, TNoHAS E, tut3vE ..ASb0C LATE,$, I13C,, FOP- LOCATIOW, CarJTIbuQS, =-DIS PO4AL 5Y4TEt-t LAYoLIT, ETC, 1301. EL. 104,51— PLAN! or- CONCRETE f5ARRIER GENERAL NOTES: �IAl, G2AOE E,L 112.00 Concrete shall be 3000psi .160(L )Lo P E SELWelded wire fabric ASTM A185 CIVIL CLAN Cement shall be ASTM C150 E►JG'QS Aggregate shall be ASTM C33 rc>P v� CUNGf2r" ,� �.. Placement shall be done a e- c re r_t_. Ill, oo' •I� fully to avoid aggregate sep- aration. Vibrate sufficiently - to avoid exposed aggregate 12"Comc2ETE showing after forms are re- - -� moved. If necessary, grout 81T, o✓;►�a P�oOFG all exposures.if they occur before backfilling. Tu15 SIpE our?— �"�°=t�►2.tkW2.1 Backfill equally on each side 2"CLEA2 FLATSHf,ETS WWF of wall, since it cannot re- LAP ONS. SauAPtE, sist unequal earth pressure. AT SPt.IcES::. NATUI`AL G(_ADE) Tk,o"t _ NoT LESST Aw 4'-o" CV ` , ,4 — �. ' TYPI GAL SE.CTI©h! S0770M DETA,I L AT CO 1992 DENCO ENGINEERING, INC. Ind`, O ., PROJECT: LOT #5A BERRY ST,SHEET NO. SUBJECT: SANITARY DISPOSAL DATE 5/20/92 NO. ANDOVER,'MASSACHUSETTS ONE SYSTEM CONCRETE BARRIER DENCO ENGINEERING, INC. 148 PARK STREET,.NO. READING, MA 01864 f t THO NEVE ASS 'CTAT = INC. February 20, 1992 Board of Health Town Hall North Andover, MA 01845 Re: Variance Request from Title V and the North Andover Board of Health Supplemental Rules and Regulations Riding Realty Trust, 242 Neck Road, Haverhill, MA Lot 5A Berry Street, North Andover Dear Board Members: At the request of Riding Realty Trust we are submitting plans and supplemental information to you in hopes that your Board will grant a Variance to Title V, allowing the use of a concrete barrier to cure the slope breakout requirement shown in 310 CMR 15.14 figure #1. Our office, in the presence of your health agent conducted deep hole observation test pits and percolation tests on the above referenced lot owned by Riding Realty Trust. Find attached a plan which includes topography, test pit locations, proposed driveway, house and septic system location. The plan also shows the location of a concrete barrier which is specifically located where the required slope cannot be achieved. The State Environmental Code, Title V, specifically 310 CMR. 15.20, states that Variances may be granted only as follows: "the Board of Health may vary the application of any provision of this Title ... when in its opinion (1) the enforcement thereof would do manifest injustice and (2) the applicant has proved that the same degree of environmental protection ... can be achieved without strict application of the particular provision." This lot consists of all upland. Local testing requirements have been done and have demonstrated that there is sufficient area and depth of soil to install a system. With one exception, the proposed system shall meet local regulations and will be 50% larger in size than Title V requires. The proposed barrier shall prevent sewage from breaking out onto the sloping surface of the ground in the later stages of the system's life. Sand having a perc rate of less than 2 minutes per inch shall be placed below and beyond the system as required. This will insure vertical percolation of • ENGINEERS • • LAND SURVEYORS • • LAND USE PLANNERS • 447 Old Boston Road U.S. Route #1 Topsfield, MA 01983 (508) 887-8586 FAX (508) 887-3480 sewage and significantly reduce the possibility of lateral movement of sewage toward the slope. The system, as proposed, will provide the same degree of environmental protection as a standard system without a barrier. Not granting the Variance would create a hardship and will be manifestly unjust. The land would be rendered unbuildable even though it had been sufficiently tested. The slope requirement contained in Title V is not a function of the perc rate of the soil which is should be. Furthermore, the equation used to calculate the slope requirement is too general and leaves no judgement to the designer. It should not be generally applied since all lots have distinctly different slope and soil characteristics. Good judgement is necessary in this case. Please find attached a policy statement from the Department of Environmental Quality Engineering, now the Department of Environmental Protection (D.E.P.) As you can note, the tone of this policy is that barriers, even concrete walls are acceptable if properly designed and applied. As required under 310 CMR 15.20 the abutters of the Riding Realty Trust property have been notified of the hearing to be held. (Find the Notice attached.) We appreciate the opportunity to present our request at your next regularly scheduled meeting. If you have any questions about this request, or the supplements please do not hesitate to contact me. Very truly yours, THOMAS SOCIATES, INC. The�ZVE.A, as E. Neve P.E., P.L.S. President cc: DEP, Woburn Office Sanitary Disposal System Section THO1y 1VE�'E ASS ING d Notice of Public Hearing Please note that the North Andover Board of Health will be holding a Public Hearing on a Variance Request of Riding Realty Trust, 242 Neck Road, Haverhill, Mass. at 5:15 PM, Board of Health Office on Wednesday, March 11, 1992. The Variance being requested is to allow the installation of a Concrete Barrier to satisfy the slope breakout requirement of 310 CMR 15.14 (figure 1) Lot 5A Berry Street, North Andover. All interested parties are welcome to attend. This notice is being sent to you as an Abutter to the property as required by 310 CMR 15.20 Very truly yours, THOMAS aE.EE ASSOCIATES, INC. Thomas E. Neve, P.E., P.L.S. President • ENGINEERS • • LAND SURVEYORS • • LAND USE PLANNERS • 447 Old Boston Road U.S. Route #1 Topsfield, MA 01983 (508) 887-8586 FAX (508) 887-3480 �ie Vi9mm6n.Ue�i tA4, lac�u�l��llt &aca4'ic ®119cc o1 &t9i V"tentdd,1abd � nlmtnl of AWronmcntal aaldy Woncntc�in� • �i�crsiono�� i�rr�tn �!o`lr�ion 7�ontrol Thomas C. McMahon ��pp /f� Director CA, 11, l&& M..'t, fflWkX, &. 01!08 TITLE 5 POLICY MEMORANDUM #87-1 TO: Boards of Health SUBJECT: Side Slope Requirements Deputy Regional Environmental Eng' eers for Construction in Program Managers �,.� ' _ Fill FROM: Mark K. Pare, P.E. Chief, Ground Water Regulation Section Illustrations A and B (Figure 1, 310 CMR 15.12 and 15.14) show "natural soil" around leaching pits, galleries, chambers and trenches. Section 15.02(17), however, allows leachino facilities to be constructed in fill material provided certain minimum criteria are satisfied. Questions have been raised about the method used to calculate the breakout prevention distance for facilities constructed in fill, and, in those cases where the fill material extends above natural grade, whether the slope as determined at the point of measurement must extend continuously until :. it meets natural grade. When reviewing approposed leaching facility which is to be constructed in fill, Figure 1 of Title 5 (Illustrations A,B, and C) shall apply. The location of disposal facilities in relation to adjacent downhill slopes is therefore determined by using the formula - distance - 150 x slope (y/x) - as .shown on the illustrations. A strict interpretation of this requirement would mandate that the slope, as measured at a point located along a line drawn as a horizontal extension of the top surface of the washed stone at the calculated distance,should extend continuously to meet the natural grade. This is best demonstrated by using, as an example, a case where a near vertical slope is encountered. The required separation distance, using the above equation, would approach infinity as the slope approaches the vertical. In some cases this strict interpretation may cause undue hardship as maintaining the required slope may be impractical or even impossible for a particular site. In these cases one must not lose sight of the intent of this requirement. That is: to provide a simple and concise method for determining the required separation distance necessary to protect against surface breakout of the effluent. In the cases where the enforcement of the slope requirement would do manifest injustice, the applicant should demonstrate that the same degree of environmental protection against breakout can be achieved without strict application of this particular provision by performing a more detailed geohydrologic investigation of the site. A variance to the slope requirement could then be granted pursuant to 310 CMR 15.20. A retaining wall or other flow restrictive barrier may be considered in these instances. MKP/wp LIST OF PARTIES OF INTEREST PAGE 1 -OFF--! SUBJECT PROPERTY --.wM __A William F. Weld Governor Daniel S. Greenbaum Commissioner Commonwealth of Massachusetts Executive Office of Environmental Affairs Department of Environmental Protection Metro Boston/Northeast Regional Office North Andover Board of Health 120 Main Street North Andover, MA 01845 and Riding Realty Trust 242 Neck Road Haverhill, MA 01830 Dear Board of Health and Applicant: June 16, 1992 RE: NORTH ANDOVER - BRP WP02 Variance Request - 310 CMR 15.14:Fig.#1 Repair of Subsurface System Lot #5A Berry Street DEP Transmittal #6413 The Metropolitan Boston/Northeast Regional Office, of the Department of Environmental Protection, Division of Water Pollution Control, has received and reviewed your application for approval of a sanitary sewage variance pursuant to 310 CMR 15.20 with the above transmittal number. The application contained a written notification dated March 25, 1992 stating that the North Andover Board of Health granted variances to the provisions of: 310 CMR 15.14 Fig#1: Distance to a Slope of Title 5 of the State Environmental Code. Accompanying the application was a plan consisting of one sheet(s), titled as follows: Title: Disposal System System Location: Lot #5A Berry Street Municipality: North Andover, MA 01845 Applicant: Riding Realty Trust P.E. or R.S.: Thomas E. Neve P.E. #30138 Date (Revisions): February 9, 1992 (April 2, 1992) An engineer of the Department has received the plans and the accompanying data, and it is the opinion of the Department that the plans are in complaince except for the following provisions of Title 5. 10 Commerce Way • Woburn, Massachusetts 01801 0 FAX (617) 935-6393 0 Telephone (617) 935-2160 North Andover Board of Health Page -2- 310 CMR 15.14: Fiq.#1 Distance to a Slope. Since Distance to a Slope Requirements cannot be met an impervious concrete barrier will be installed in lieu of this requirement. Concrete: Generally one foot in width at least 4 feet below the system and a minimum of 2 feet into natural soils. Plastic Sheeting: Has been approved in conjunction with barrier of this type. It is the opinion of the Department that the requirements for the granting of a variance(s) as specified at 310 CMR 15.20 have been satisfied. The enforcement of the provision of the Code from which a variance is being sought would do manifest injustice and the applicant has proved to the Department's satisfaction that the same degree of environmental protection required under Title 5 can be achieved without strict application of the subject provision. The Department hereby approves the variances as granted by the Board of Health. It is your responsibility to assure that the approved plan is available at the site during construction. If additional information is required, contact Bob Ross at (617) 935-2160. Very truly y urs, VK Sabin M. Lord, Jr. Regional Engineer for Resource Protection SML/BR/bc cc: DEP/DWPC, 1 Winter St., Boston, MA 02108 - Attn: Bryant Firmin Kevin Mahoney, Programmer, NERO Thomas E. Neve Associates, Inc., 447 Old Boston Road, Topsfield, MA 01983 February 20, 199: Board of Health Town Hall North Andover, MA 01845 Re: Variance Request from Title V and the North Andover Board of Health Supplemental Rules and Regulations Riding Realty Trust, 242 Neck Road, Haverhill, MA Lot 5A Berry Street, North Andover Dear Board Members: At the request of Riding Realty Trust we are submitting plans and supplemental information to you in hopes that your Board will grant a Variance to Title V, allowing the use of a concrete barrier to cure the slope breakout requirement shown in 310 CMR 15.14 figure #1. Our office, in the presence of your health agent conducted deep hole observation test pits and percolation tests on the above referenced lot owned by Riding Realty Trust. Find attached a plan which includes topography, test pit locations, proposed driveway, house and septic system location. The plan also shows the location of a concrete barrier which is specifically located where the required slope cannot be achieved. The State Environmental Code, Title V, specifically 310 CMR. 15.20, states that Variances may be granted only as follows: "the Board of Health may vary the application of any provision of this Title ... when in its opinion (1) the enforcement thereof would do manifest injustice and (2) the applicant has proved that the same degree of environmental protection ... can be achieved without strict application of the particular provision." This lot consists of all upland. Local testing requirements have been done and have demonstrated that there is sufficient area and depth of soil to install a system. With one exception, the proposed system shall meet local regulations and will be 50% larger in size than Title V requires. The proposed barrier shall prevent sewage from breaking out onto the sloping surface of the ground in the later stages of the system's life. Sand having a perc rate of less than 2 minutes per inch shall be placed below and beyond the system as required. This will insure vertical percolation of • ENGINEERS • • LAND SURVEYORS • • LAND USE PLANNERS • 447 Old Boston Road U.S. Route #1 Topsfield, MA 01983 (508) 887-8586 FAX (508) 887.3480 sewage and significantly reduce the possibility of lateral movement of sewage toward the slope. The system, as proposed, will provide the same degree of environmental protection as a standard system without a barrier. Not granting the Variance would create a hardship and will be manifestly unjust. The land would be rendered unbuildable even though it had been sufficiently tested. The slope requirement contained in Title V is not a function of the perc rate of the soil which is should be. Furthermore, the equation used to calculate the slope requirement is too general and leaves no judgement to the designer. It should not be generally applied since all lots have distinctly different slope and soil characteristics. Good judgement is necessary in this case. Please find attached a policy statement from the Department of Environmental Quality Engineering, now the Department of Environmental Protection (D.E.P.) As you can note, the tone of this policy is that barriers, even concrete walls are acceptable if properly designed and applied. As required under 310 CMR 15.20 the abutters of the Riding Realty Trust property have been notified of the hearing to be held. (Find the Notice attached.) We appreciate the opportunity to present our request at your next regularly scheduled meeting. If you have any questions about this request, or the supplements please do not hesitate to contact me. Very truly yours, THOMAS E EVE ASSOCIATES, INC. Th mas E. Neve, P.E., P.L.S. President cc: DEP, Woburn Office Sanitary Disposal System Section n THO EVE INC. Notice of Public Hearing Please note that the North Andover Board of Health will be holding a Public Hearing on a Variance Request of Riding Realty Trust, 242 Neck Road, Haverhill, Mass. at 5:15 PM, Board of Health Office on Wednesday, March 11, 1992. The Variance being requested is to allow the installation of a Concrete Barrier to satisfy the slope breakout requirement of 310 CMR 15.14 (figure 1) Lot 5A Berry Street, North Andover. All interested parties are welcome to attend. This notice is being sent to you as an Abutter to the property as required by 310 CMR 15.20 Very truly yours, THOMAS E. E E ASSOCIATES, INC. Thomas E. Neve, P.E., P.L.S. President • ENGINEERS • • LAND SURVEYORS • • LAND USE PLANNERS • 447 Old Boston Road U.S. Route #1 Topsfield, MA 01983 (508) 887.8586 FAX (508) 887-3480 Thomas C. McMahon Director 00.4i. ®llece e11at ixonnrept&l A,l ins -90adment of 9naironntex&1l�&a1d �n�interin'I :Giurtrorr� flirter 7rontrol YA d,, AVAS, ..&. or/a8 TITLE 5 POLICY MEMORANDUM 187-1 TO: Boards of Health SUBJECT: Side Slope Requirements Deputy Regional Environmental Eng' eers for Construction in Program Managers Fill FROM: Mark K. Pare, P.E. Chief, Ground Water Reguaation Section Illustrations A and B (Figure 1, 310 CMR 15.12 and 15.14) show "natural soil" around leaching pits, galleries, chambers and trenches. Section 15.02(17), however, allows leaching facilities to be constructed in fill material provided certain minimum criteria are satisfied. Questions have been raised about the method used to calculate the breakout prevention distance for facilities constructed in fill, and, in those cases where the fill material extends above natural grade, whether the slope as determined at the point of measurement must extend continuously until \, it meets natural grade. When reviewing a proposedleaching facility which is to be constructed in fill, Figure 1 of Title 5 (I lustrations A,B, and C) shall apply. The location of disposal facilities in relation to adjacent downhill slopes is therefore determined by using the formula - distance = 150 x slope (y/x) - as .shown on the illustrations. A strict interpretation of this requirement would mandate that the slope, as measured at a point located along a line drawn as a horizontal extension of the top surface of the washed stone at the calculated distance,should extend continuously to meet the natural grade. This is best demonstrated by using, as an example, a case where a near vertical slope is encountered. The required separation distance, _ using the above equation, would approach infinity as the slope approaches the vertical. In some cases this strict interpretation may cause undue hardship as maintaining the required slope may be impractical or even impossible for a particular site. In these cases one must not lose sight of the intent of this requirement. That is: to provide a simple and concise method for determining the required separation distance necessary to protect against surface breakout of the effluent. In the cases where the enforcement of the slope requirement would do manifest injustice, the applicant should demonstrate that the same degree of environmental protection against breakout can be achieved without strict application of this particular provision by performing a more detailed geohydrologic investigation of the site. A variance to the slope requirement could then be granted pursuant to 310 CMR 15.20. A retaining wall or other flow restrictive barrier may be considered in these instances. MKP/wp LIST OF PARTIES OF INTEREST PAGE--L--OF-.L- S UBJECT AGE1 OF 1 SUBJECT PROPERTY TT 7rrwv""Tl C% u c z e r R r 00 a 0 i I za rt O � O n v 0 n CD I D Z tW Nis CHANNEL Channel Building Company Inc. 242 Neck Road Haverhill, MA 01835 TO 508] 374-4511 13 0 ,4J of ti r;4 -L714 GENTLEMEN: WE ARE SENDING YOU X Drawings ❑ Copy of letter ISC.Attached ❑ Prints ❑ Change order Ll"thor (0)c inl��lSli`ilsm{i; & DAIS —I ( -9 Z JOB NO ATTENTION i __r, RE �3 e -a ST� ❑ Under separate cover via_ ❑ Plans ❑ Samples El _the following items: ❑ Specifications COPIES DATE NUMBER DESCRIPTION c THESE ARE TRANSMITTED as checked below: ❑ For approval 50or your use Ej[As requested ❑ Approved as submitted 0 Approved as noted ❑ Returned for corrections ❑ Resubmit _copies for approval ❑ Submit copies for distribution ❑ Return corrected prints ❑ For review and comment ❑ For bids due 19 ❑ Prints returned after loan to us REMARKS SIGNED: zz_-w'V ?«2!U `G v BOARD OF HEALTH 3��\ 120 MAIN STREET TEL. 682-6483 NORTH ANDOVER, MASS. 01845 Ext. 32 �0W 5:45 P.M. - 5A BERRY STREET - TOM NEVE: Mr. Tom Neve was present along with an abutter, Mrs. Poirier. The Board reviewed the February 19th plans and Mr. Neve stated that he got together with Mr. Rosati and worked out an arrangement where he can put in a concrete barrier that Mr. Rosati approves of. Mr. Neve stated that he thinks he has a solution with bringing the grating at the closest point, about 28 feet from the wetlands. Mr. Osgood wanted to know how high is the wall going to extend above existing ground level. Mr. Neve stated that it is not high, it's in the ground. There is 8' to 10' of fill in the back end of the lot. He stated that it is not a wall, it's an underground structure. Mr. Osgood asked how high the concrete is?. Mr. Neve responded that the concrete is going to extend from elevation 104 to elevation 111, which is about the average height of a foundation wall. Ms. Conboy asked what the finish grade is? Mr. Neve replied that the finish grade is elevation 112. Ms. Conboy stated that Mr. Rosati said if the variance was granted he would want 1)a concrete barrier to extend 2' into the natural grade and 2) a structural engineer to design the barrier. Mr. Neve presented Ms. Conboy with the return receipts from the abutters. Mrs. Poirier stated that she has no objections to the construction. On a motion by Mr. Osgood, seconded by Dr. Rizza, the Board voted unanimously to approve the plans contingent upon agreement on two issues: 1) That the plan presented by Neve Associates dated February 19, 1992 be revised so that the wall is designed by a structural engineer. 2) That the bottom of the wall be extended at least two (2) feet into natural grade. October 11, 1991 Tf AS Board of Health Town of North Andover Town Hall North Andover, MA 01845 NEVE SIINCo E"01E Re: Board of Health Meeting - November 20, 1991 Dear Members By means of this letter we are making a request to be included in your agenda for the November 20th meeting regarding the following two sites: Berry Street Realty Trust - Lot 5 Colonnade Pump Station Thank you for your attention to this matter. If you have any questions, please do not hesitate to call. Very truly yours, THOMAS E NEVE ASSOCIATES, INC. Thomas E. Neve, P.E., P.L.S. President • ENGINEERS • • LAND SURVEYORS • • LAND USE PLANNERS • 447 Old Boston Road U.S. Route #1 Topsfield, MA 01983 (508) 887-8586 FAX (508) 887-3480 16 BOARD OF HEALTH 120 MAIN STREET TEL. 682-6483 NORTH ANDOVER, MASS. 01845 Ext. 32 or 52 January 3, 1992 Mr. Thomas Neve 447 Old Boston Road Topsfield, MA 01983 Dear Tom: The Board of Health is in receipt of your letter requesting to be placed on the agenda for their meeting of January 15, 1992. You are scheduled on the agenda for 5:15 P.M. on Wednesday, January 15, 1992. The meeting will be held in the Library Conference Room in Town Hall, 120 Main Street. If you have any questions, or if you are unable to make this meeting date, please let us know. Ve y truly yours, Allison C. Conboy Health Administrator ACC/cjp March 25, 1992 BOARD OF HEALTH 120 MAIN STREET NORTH ANDOVER, MASS. 01845 Mr. Thomas Neve Neve Associates, Inc. 447 Old Boston Road Topsfield, MA RE: 5A Berry Street North Andover, MA Dear Tom: TEL. 682-6483 Ext. 32 At the request of Riding Realty Trust, the Board of Health, at their meeting of March 11, 1992, held a public hearing seeking a variance to 310 CMR 15.14. At their meeting, the Board of Health voted unanimously to grant a variance to 310 CMR 15.14 contingent on the preceding conditions: 1) That the plan presented by Neve Associated dated February 19, 1992 be revised to reflect that the wall be designed by a structural engineer. 2) That the bottom of the wall be extended at least 2 feet into natural grade. Please feel free to contact the Board of Health Office Sincerely, v, ichael J. Rosati Health Agent MJR/cj p House Tank IN Tank OUT D -box IN D -box OUT Trench Inverts Line 1 Line 2 Line 3 Line 4 Bottom of Exc. Stone OK? AS -BUILT CHECK LIST and FINAL INSPECTION Proposed Elevations /// -:Y-/ 76 110,47 //o,A� 116 • l�, -1a?•8% /09.87 D -box checked? �% g,�nq sz- As -Built Elevation 1/0,//Y /l0 .3 y i/ 0•:Z3 Pipes cemented? NUMRF.R THE COMMONWEALTH OF MASSACHUSETTS FEE $2$.00 TOWN. , of NORTH .ANDOVER This is to Certify that ............ E.M..._Yaun ................................... . NAME 36 Pelham Road, Salem, N.H. 03079 ................................ -....................................................................... ADDRESS IS HEREBY GRANTED A LICENSE For .........................Well Drilling - SA BerrX Street -----------------------------------................................ -------------------------------- ..... ......-----......I ---------------------------------------•--------------........_..............._....--------..._..... This license is granted in conformity with the Statutes and ordinances relating thereto, and expires ----- Decemb:er...31.,_.._19.92............ ..usy sooner sus del ydel o evo 11 � . -92 FORM 433 HOBBS WARREN. INC. � 03 - g9-9 NOR7i4 , O't+��• yep tiO w a ,SSACHUS t� Town of North Andover, Massachusetts BOARD OF HEALTH 3 19 DISPOSAL WORKS CONSTRUCTION PERMIT Form N0.3 Applicant Pry, NAME ADDRESS TEL rP ONE Site Location Permission is hereby granted to Constructor Repair ( ) an Individual Soil Absorption Sewage Disposal System as shown on the Design Approval S.S. No. CHAIRMAN, BOARD OF HEALTH Fee D.W.C. No. S-? --� FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any .applicable local or state law, regulations or requirements. ****************Applicant fills out this section***************** APPLICANT: Riding Realty Trust Phone 373-3000 LOCATION: Assessor's Map Number 108C Parcel Subdivision Lots) 65 5A Street Berry .Street St. Number ************************Official Use Only*********************** RECOMMENDATI NS OF TOWN AGENTS: Date Approved / 7 Aonse*rvation Administrator Date Rejected Comments 01z&�Cex - q �. �, j� 4• (lec�%-. �• ��� �� 5 • L� w,�r �.� S�oLt 7� � mak., r,, . ; Date ApprovedA%26-9-2— to'Vii Planne Date Rejected Comments TILA A Date Approved ".% �e/� rr Health Agent Date Rejected Comments Public Works - sewer/water connections Aa/4 - driveway permit �_a.�� ��f c,,�,.� &"f Q4 ��r Etc `�. Z?_�, � "k ^ . l l Fire Department Received by Building Inspector Date a Dea rtment of Environmental Management/Division of Water Resources WATER WELL COMPLETION REPORT WELL LOCATION GEOGRAPHIC DESCRIPTION Address L 4 r -a N S E W of (feet) (circlel �/��d-T City/Town.{at�� lIP r , /I?7Q / Well owner'�� �v LL UI I�P f— rS froad) Address /L4 -C k Y?�l N S E W of {. 0 lie! tNw,.,(f M74 � � �4.• , Incl, in tenths! (circle) Board of Health permit:-: yes E] no E]f intersect. w/ (road) WELL USE WELL DATA C� / /t✓ Domestic Vublic ❑ Industrial [j Total well depth ft. Monitoring ❑ Other Depth to bedrock ,,, e ft. Waler-bearing rock/unconsolidated material: Method drilled r!+ ..� Date drilled Qq Description Water -bearing zones: TypeI 5ke a— 1) From fToTs� `— ee Length It. Dia(.I.D.)�in. 2) From To Length into bedrock 10 t. 3) From To Gravel pack well: dia. Protective well seal: Grout_❑'Other l�' ShfP_ Screen: dia. Slot'' length —from— to STATIC WATER LEVEL Static water level below land surface ft. Date WELL TEST If Drawdown�ft, after pumping hr. 420 at C9 Q gpm �How measured_LRecove ft. af¢hr. min. ` LOG of FORMATIONS 1 COMMENTS h 4 m `,• {� yt t Driller f 110 I� Mass. Registration* Firm Q City/T BOARD OF HEALTH CGrPY BOARD OF HEALTH a & y� 'Town of North An(Jovcr,t1ass. .......... Date I9l3 + APPLICATION FOR WELL & PUMP PCRMIT �... ; Mn i,$,ppi�cation.is hereby made £or permit to drilla wellfade to install ( ) a pump system. .. ,,ocation: Address e- �CS Address �i2 VeYhrl cl•3%'y"'y1 ..)wne:�j` �\ l s s sla��m � ;dell Contractor L.M. oAcldrc �uri� _ ` A d d r e s s �Jo �1"1 G T e l ,0 p Contractor Jri YU5 'aELL CONTRACTOR (To be completed at tirrre of pump test) rype of Well Well used for d�hCYlt�l ;� S i z e o f Casing s i. n g j 7/ S' �- Diameter of Well , + Depth of Bed Rock Deptcasing into ed Rock De h Bed Rock P s Seal Tested? Yes (dl No (_) Date. of Testing .Was -- ,�o-f---W-- _ Well Ended in Wh.z.t. Material D e p t h C/ Delivrrs �Gals.Per Min. for 4 hour. Depth to Water_ . {hours• ar- _ L_• GI'M Drdwdown �j� feet after pumping_ Date of Completion C Tactor Signature P UIiP INSTALLER (To be f-illcd in bel ore i r�sta].J.ation) ,,((�� �' Purnp 'Type Used U- S'i.ze & Name Pump %t T"- ----- - - ' hSize of hater Pump Delivers GPM - Gal vani zcd ( ) Plastic (� Pipe Material Used in Well: Cast Iron (_) — — Well Pit (_) or Pitless Adapter (� f ct ' i e? Yes (_) NO(\4/rYPc or Namc I4ell Seal Was sleeve used to prole p P rnary���� Date >; T P';';a���x��rJ':�:I�C�-,D�;��, Date Water analysis. report 'submitted to Boarcl of llealtl� / 1 Do_a.release given tO owner of record & Bldg. Insp 1lealtl, Inspector e VOU1110 ERi1=; 07-09-92 9-92 its;: 40AI"I [ ] # 1 l,�.i WATER WELL COMPLETION REPORT WELL LOCATIQ r OgRAPHIC DESCRIPTION AddressY N S F W of City/Town iAe r Well owner., C'Nane-an r,..d► Address i�- && N S E W of ha L e r h � ► ! l� �,1% � � rn r�;r "chl Board of Ilealth permit: yes LY no imersett, w/ _ Irtud] WELL USE WELL DATA Domestic Vublic C] Industrial Total well dopth /�� ft. Monitoring Other _ Depth to bedrock /0 a it. Water-bearmp rock/unconsolidated material: Method drilled '"./-F Description: Date drilled CASING Watcr•bearing zones: t ) From— . To Type r��-- f ` " 21 From —To Length It. Dla(.I.D.?— in. SI From To Length into bedrock / It. Gravel pack well: dla. Protective well sBal; 5creon: die._ Grout.❑ xUtlter t��Shl� Slot,* longth from_I STATIC WATER LEVEL Stello water level below land surface 7 ft. Dale _ 7 WELL TEST Drawdowri -ft. aftor pumpinp__1/_hr_A_SLm n. et gpm i How matimied l FtBcovery it, al► hr, r m LOG of FORMATIONS COMMENTS Materiel$ F,em TO .�� DrAler�1-1Lt.�r Mass. Registration* r �d Firm loun /U Addressbe In CityiTow ` r Harv$. n n• •, r,n I .. ,n er P• #" print rrmb' nn11 1 CQ elmov YOUNG BROS 07-03-92 11:04Afi [371 #1 WATER MEETS Tested by; FHA REQUIREMENTS -------- - ----_------ (*)5 NTU is acceptable for non -surface waters. NOTE; FHA has no maximum std. for Hardness. FHA recommends 50 mg/1 f€..."•?k NEW ENGLAND RADON, LTD, 603.893.4260 45 Stites Road, Suite 206 Salem, New Hampshire 03079 WATER ANALYSIS RESULTS NAME: YOUNG BROTHERS DATE: JulY 8-V2 36 PELHAM STREET` SALEM, NH 03079 SAMPLE LOCATION: Lot #5A Berry Street LAB.# 4965 North Andover, MA ------------------------------------------------------------------------------ ------------------------------------------=--------- ----_FHA FHAMINIMUM TEST RESULT REQUIREMENTS STANDARC MIN, MAX UNITS HARDNESS ............. 48,0 0 75 ms/1 EPA Soft IRON................. 0.3;. 0 0.3 mg/1 Second4r MANGANESE............ 0 0 0.05 mg/1 Secondar PH................... 7.8 • 6.5 8 5 Secondar TURBIDITY.....,..,{*) 1,87 0 1 NTU PRIMARY CHLORIDES............ 9.5 0 250 mg/1 Seconder NITRATES., ............ 0'a 0 10 mg/1 PRIMARY NITRITES ............. 0.001 0 1 mg/l PRIMARY COPPER ............... 0 •5,7 0 1 mg/1 Secondar SODIUM............... 0 260 mg/1 Secondar TOTAL DISOLVED SOLIDS 54 0 500 mg/1 Secondar COLIFORM BACTERIA..,, 0 <1 Colony/100 ml PRIMARY NON -COLIFORM BACTERIA 25 <200 Col./100 ml PRIMARY COLOR 0 0 16 C.U. Secondar ODOR ND 0 3 T.O.N. Secondar WATER MEETS Tested by; FHA REQUIREMENTS -------- - ----_------ (*)5 NTU is acceptable for non -surface waters. NOTE; FHA has no maximum std. for Hardness. FHA recommends 50 mg/1 61: IAlA LU Ln 4) ce A fA LL Cl0 . (A ra L: Ui 0 > LU, 0 > = 0 LL Cd < 0 '0 C 0 CL' CL z LU.- Vj� 4J ce z Z� (a < Oo 2 0 ' 0 k 4J U]l z co (A - E4 , 0 >1 �4 4J r-4 (d ani OcnLn 4J Eyrf ' OL P -.-r4 �.o O. CL, 4) 61: IAlA k V. k ) 4-)2 >c @ En �� w rn c @- 41 � 2 U440 0 ta @ 0 / k. a 00 o 2 2 § 2 2. q >1 2 . ta u0k V �m -P�kt�§�q En 2ƒ§§A2M e §4 Q. 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I 441 v; O o ' v w +�I -P, to r{ 01 p � O' El i O � ro +°' U)', > v a l rl cn (d: ro -HI 5:: U) �5 w o I a .. ro' (0 La ?, w N N U) > -P v z z ty �4 w a w rl r r v v r l D �, ' -P Un I (n _ro a MI -P Q4 v o (dI-I cd v( v �1 OI Ol v .. o Q P4 3 H > , H ( H al U! - o I j N aj IJ N W w 01 Z nECL CL LL Lu UJ 0') J J e— W W �2 O Z .� W Z 61 Z CL- 0��' 0 Ln W o m �I n. Z t _ c, U � tin in Ln U -1 C Q W W p ce W � U 'o = ~ ¢ a U -0 LL- LLJ'rl c O Q p in s ce Q O 0O LL z m Z z 0 O 0 o Q U J -p n. c C ro Q W w a� �I a a p ODER *** Z C 20 `sa sl O O w v t U UN Ln '•� i V O N C N rw c C2 _ J C d NMol W F- L- v7 DATE V-L3 2 Sheet ( Of BOARD OF HEALTH TOWN OF NORTH ANDOVER iSUBSURFACE.DISPOS L DESIGN REVIEW FEE I D PERMIT # DATE RECEIVED APPLICANT 02 � ASSESSOR'S MAP ADDRESS 047 `- CZQ PARCEL # LOT # ENGINEER STREETEi2►L� j ADDRESS 46c-1 dig PLAN DATE s/1-1 ` All REVISION DATE CONDITIONS OF APPROVAL: APPROVED DISAPPROVED A- - --� Rh THS February 20, 1992 NEVE S INC. Board of Health Town Hall North Andover, MA 01845 Re: Variance Request from Title V and the North Andover Board of Health Supplemental Rules and Regulations Riding Realty Trust, 242 Neck Road, Haverhill, MA Lot 5A Berry Street, North Andover Dear Board Members: At the request of Riding Realty Trust we are submitting plans and supplemental information to you in hopes that your Board will grant a Variance to Title V, allowing the use of a concrete barrier to cure the slope breakout requirement shown in 310 CMR 15.14 figure #1. Our office, in the presence of your health agent conducted deep hole observation test pits and percolation tests on the above referenced lot owned by Riding Realty Trust. Find attached a plan which includes topography, test pit locations, proposed driveway, house and septic system location. The plan also shows the location of a concrete barrier which is specifically located where the required slope cannot be achieved. The State Environmental Code, Title V, specifically 310 CMR. 15.20, states that Variances may be granted only as follows: "the Board of Health may vary the application of any provision of this Title ... when in its opinion (1) the enforcement thereof would do manifest injustice and (2) the applicant has proved that the same degree of environmental protection ... can be achieved without strict application of the particular provision." This lot consists of all upland. Local testing requirements have been done and have demonstrated that there is sufficient area and depth of soil to install a system. With one exception, the proposed system shall meet local regulations and will be 50% larger in size than Title V requires. The proposed barrier shall prevent sewage from breaking out onto the sloping surface of the ground in the later stages of the system's life. Sand having a perc rate of less than 2 minutes per inch shall be placed below and beyond the system as required. This will insure vertical percolation of • ENGINEERS • 447 Old Boston Road (508) 887-8586 • LAND SURVEYORS • U.S. Route #1 • LAND USE PLANNERS • Topsfield, MA 01983 FAX (508) 887-3480 sewage and significantly reduce the possibility of lateral movement of sewage toward the slope. The system, as proposed, will provide the same degree of environmental protection as a standard system without a barrier. Not granting the Variance would create a hardship and will be manifestly unjust. The land would be rendered unbuildable even though it had been sufficiently tested. The slope requirement contained in Title V is not a function of the perc rate of the soil which is should be. Furthermore, the equation used to calculate the slope requirement is too general and leaves no judgement to the designer. It should not be generally applied since all lots have distinctly different slope and soil characteristics. Good judgement is necessary in this case. Please find attached a policy statement from the Department of Environmental Quality Engineering, now the Department of Environmental Protection (D.E.P.) As you can note, the tone of this policy is that barriers, even concrete walls are acceptable if properly designed and applied. As required under 310 CMR 15.20 the abutters of the Riding Realty Trust property have been notified of the hearing to be held. (Find the Notice attached.) We appreciate the opportunity to present our request at your next regularly scheduled meeting. If you have any questions about this request, or the supplements please do not hesitate to contact me. Very truly yours, THOMAS E EVE ASSOCIATES, INC. Th mas E. Neve, P.E., P.L.S. President cc: DEP, Woburn Office Sanitary Disposal System Section THO EVE INC. Notice of Public Hearing Please note that the North Andover Board of Health will be holding a Public Hearing on a Variance Request of Riding Realty Trust, 242 Neck Road, Haverhill, Mass. at 5:15 PM, Board of Health Office on Wednesday, March 11, 1992. The Variance being requested is to allow the installation of a Concrete Barrier to satisfy the slope breakout requirement of 310 CMR 15.14 (figure 1) Lot 5A Berry Street, North Andover. All interested parties are welcome to attend. This notice is being sent to you as an Abutter to the property as required by 310 CMR 15.20 Very truly yours, THOMAS E. E E ASSOCIATES, INC. Thomas E. Neve, P.E., P.L.S. President • ENGINEERS • • LAND SURVEYORS • • LAND USE PLANNERS • 447 Old Boston Road U.S. Route #1 Topsfield, MA 01983 (508) 887-8586 FAX (508) 887-3480 �,zccu�'uc ©/ce el ensWpeciLfltental Blains � ntmcnt 011endnonmental adte ejnpkeerligf Thomas C. McMahon �L"L?tlllOr[ O� i1[lttele JOCL`l•�iolpt Tjontrol Director / ML't, ga ,..`ass. Dales iu �nlc� TITLE 5 POLICY MEMORANDUM #87-1 TO: Boards of Health SUBJECT: Side Slope Requirements Deputy Regional Environmental Eng' eers for Construction in Program Managers Fill FROM: Mark K. Pare, P.E. Chief, Ground Water Regulation Section Illustrations A and B (Figure 1, 310 CMR 15.12 and 15.14) show "natural soil" around leaching pits, galleries, chambers and trenches. Section 15.02(17), however, allows leaching facilities to be constructed in fill material provided certain minimum criteria are satisfied. Questions have been raised about the method used to calculate the breakout prevention distance for facilities constructed in fill, and, in those cases where the fill material extends above natural grade, whether ( the slope as determined at the point of measurement must extend continuously until It meets natural grade. When reviewing a pproposed leaching facility which is to be constructed in fill, Figure 1 of Title 5 (Illustrations A,B, and C) shall apply. The location of disposal facilities in relation to adjacent downhill slopes is therefore determined by usinq the formula - distance = 150 x slope (y/x) - as .shown on the illustrations. A strict interpretation of this requirement would mandate that the slope, as measured at a point located along a line drawn as a horizontal extension of the top surface of the washed stone at the calculated distance,should extend continuously to meet the natural grade. This is best demonstrated by using, as an example, a case where a near vertical slope is encountered. The required separation distance, using the above equation, would approach infinity as the slope approaches the vertical. In some cases this strict interpretation may cause undue hardship as maintaining the required slope may be impractical or even impossible for a particular site. In these cases one must not lose sight of the intent of this requirement. That is: to provide a simple and concise method for determining the required separation distance necessary to protect against surface breakout of the effluent. In the cases where the enforcement of the slope requirement would do manifest injustice, the applicant should demonstrate that the same degree of environmental protection against breakout can be achieved without strict application of this particular provision by performing a more detailed geohydrologic investigation of the site. A variance to the slope requirement could then be granted pursuant to 310 CMR 15.20. A retaining wall or other flow restrictive barrier may be considered in these instances. MKP/wp LIST OF PARTIES OF INTEREST PAGE 1 OF 1 SUBJECT PROPERTY NEAP ., . pARGEL.:; NAME ADD)ESS c 65 Rid'n- Realty Trust JLot 5A Berry street ABUTTERS 108C 31 Alvin Burstein 1439 Great Pond Road North Andover " 10 Town of N. Andover 124 Main Street N. Andover 11 11 tl tl 53 Andrew Previte 17 Elizabeth A. Poirier Berry 16 David & Gine Fili 350 Berry Street N. Andover 15 William and Elizabeth VcCullom, 338 Berry Street N. Andover 14 Edward & Linda Pedi Berry Street, N. Andover 52 Franklin & Diane Hamilton, 310 Berry Street, N. Andover 13 D. Sean & Katherine Muiphy, Berry Street N. Andover 65 Riding Realty Trust 242 Neck.Road N. Andover 64 Riding Realty Trust 242 Neck 63 it" 18 21 62 Tara Realty Trust c/o Philbin 80 Autran Road N Andoy 44 Commonwealth of Mass. r