Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Miscellaneous - 6 Hillview Road
BOARD OF HEALTH TOWN OF NORTH ANDOVER, MASS. h J,- 1. NAME—ty S E PIC A P�A C,-d DATE— 7/Ad r 2. ADDRESS V.,Er�r �� LOT NO. TEL. 3. NO. OF BEDROOMS _ DEN YES e NO 4. GARBAGE GRINDER YES NO L. 5. SHOW DIMENSIONS OF HOUSE 6. SHOW DISTANCES OF HOUSE TO ALL PROPERTY LINES 7. SHOW DIMENSIONS OF LOT 8. SHOW LOCATION AND SIZE OF SEPTIC TANK OR CESSPOOL 9. NOTE LOCATION AND DISTANCE OF WELL FROM SEWERAGE SYSTEM 10. SHOW LOCATION OF BROOKS, STREAMS, DITCHES, LEDGE OUTCROP, ETC. 11. SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROM HOUSE NOTE: LOCAL REGULATIONS SHOULD BE READ CAREFULLY. r BOARD OF HEALTH OF NORTH ANDOVER , MASSACHUSETTS SEWAGE DISPOSAL DATE 7 NAME OF APPLICANT LOCATION Address o lot no, BUILDING: Dwelling ?( Other SYSTEM: New _ Repair GENERAL DESCRIPTION OF LAND iif SUBSOIL: Clay_,K_ 4avel Sand PERCOLATION TEST i () minutes per inch. MINIMUM INSTALLATION RECOMMENDATIONS CONCRETE SEPTIC TANK— 6--&-p capacity. LEACH FIELD_IkO lineal feet of drain pipes William J, Dri oll, Engineer Board of Health 3 • a �i� gg � 0 6 Con o N , I Lf o v�e,L VII �j DelleChiaie, Pamela From: noreply@townofnorthandover.com Sent: Thursday, July 29, 2010 2:31 PM To: DelleChiaie, Pamela Subject: I.R. -Septic/Health File-246 Bradford Street Attachments: 20100729143035858.pdf This E-mail was sent from "RNPOA428C" (Aficio MP C5000). Scan Date: 07.29.2010 14:30:35 (-0400) Queries to: noreplygtownofnorthandover.com 1 I 1 � 1 MAY.11.1998 1:46PM LINCOLN LAB GROUP 67 NO.561 P.2 COUNTRY SPLIT OVERLOOKING FARM 46 _ v II M&lovely ovecslsed'SIR Ranch sits on a beautftl lot w/6rait trees&farm rkws4 The rooms are spacious w/hardwd flooring and eat-in Utch.7be lower level has it FP faro rm wtnewer carpeting, a 4th bedrrn&1/2 bath. there is a 3 stall gawage,newly painted exterior,new boiler&hot water heater. Some of the land is In Boxford. Address: 246 Bradford St., North Andover Price: $239,900 Directions!lite. 125 to Barker to Bradford Owners: On File P147. `Sellers Stmt: Style Sph't Entry Ranch Land Area,Approx: 44,000 SP Liv,Area,Approx:2,228 SF Yr Built: 1969 Rooms: 8 Garage: 3 Stall Color. Mauve u), Bedrms- 4 Baths: 1.5 Decks: Yes Exterior. Clapboard .J Occupancy: TBA Pool: No Porch: No Roof: Asphalt Shingle Floor Plaza. LIL 1 2 3 Heat: Oil-FEW Basemati Re LR: IS%NIS • • H.Water: Floors:Hardwood DR: 12'6x11 • H.Water Htr: Yes Iusul: Fail Kit: 12x1417" • ASC: No Wiring: Fam: 13x1$ • Found Sz: 28x50 Other: M Bdrm:ISxl2 • Laundry: LL Water. Town Bdrm2;11'4x10'6 • Washer. Hook Up Sewer: Private Bdrm3:14'9x10'6 • Dryer. Hook-Up Zoning: R,2 M"# Bdrm4:11'3x12'6 • DW.: Yes Micro: Disposal: Attic' Baths: .S 1 Stove: Yes Refrig: Book:3603 --iPg: 159 Fireplace: • Tax/Yr. 52,524./98/NAND Assessment: $165,6001NAND Other: Tax/Yr. $214.50198/BOXI: Assesstnerrt: $15,000BOXF t1N. LB: Kam Medd S.I.: Cali Office, Lacklmx Better' 73 CHECKERING ROAD, NORTH ANDOVER, MA 01845 (978)685-5000 ana Gardesys® . \ 1 13.1T ae. \ b e c7t o STS_ b n \, t 1 �\-7- 2 ✓� , � 6 2��r; '� la \ ,,M' •• b 1 toz 1 .> 4e21- 2 00 CY, SEE PLAT NO. 34 Y 'wtiFx", � pp c`Y d K t +• X,1 Mt t K.h @ ' ^ - , _` o• :�1llaschusetts ;. t , r h t /ToWn :Q }NORTH ANDOVER; MASS'ACHi-)SE,T�TS System !P1.4 umping Rec®�rd _ .---- JAN 2 2 2007 DEP has provided this form for use by local Boards of Health.TThe�System;Pumping Record must be submitted to the Iocal'Board of Health or other approving,atitttori_ty„i DEPART_�_.j A Facility Information InWrtantr ..;.;,:Wrier•riunfl out 1 : System.Location:�..'.• (/ . computer,use, (� only the tab'key Address to move your:;` waer-de net CI /Town use the return tX r State Zip Code . key 2' System OwnerU. ” r N' Address(If different from location) CitylTown state 3/Zi Code ` Telephone Number t; B. Pum ping.Record .a Date of Pumping Cate 2. Cluantity Pumped: Iloris 3 T a of system ❑' Cesspools) ptic Tank ❑ Tight Tank []:,.Other(describe) ffluent.Tee Filter present?.❑ Yes to If yes,was Itcleaned? ❑ Yes []'No 5 Conditio System I f . + }A 6 Sy em Pumped By S I { + Name „Vehicle Ucenge Number -vh'^.'!• aur c. Y Y2 f+.) _! ;O F �'<L 5 K�JL �I ,�V� i 4 , Company J 7 Locationtwhere contents were disposed: x` ature of Hauler; http.//www mass gov/dept.water/ipprovals/t5forms•htm#inspect t5fom>4.doc 08J03 System Pumping Record•Page 1 of 1 i TOWN OF NORTH ANDOVER SYSTEM PUMPING RECORD DATE: to SYSTEM OWNER &ADDRESS SYSTEM LOCATION SKAOAAj (example: left front of house) DATE OF PUMPING: �%UANTITY PUMPED GALLONS CESSPOOL: NO /YES SEPTIC TANK: NO YES �f NATURE OF SERVICE: ROUTINE c— EMERGENCY OBSERVATIONS: GOOD CONDITION FULL TO COVER HEAVY GREASE BAFFLES IN PLACE ROOTS LEACHFIELD RUNBACK EXCESSIVE SOLIDS FLOODED SOLIDS CARRYOVER OTHER(EXPLAIN) SYSTEM PUMPED BY: COMMENTS: y CONTENTS TRANSFERRED TO: TOWN OF NORTH ANDOVER SYSTEM PUMPING RECORD 11 22 DATE: 7401 SYSTEM OWNER &ADDRESS SYSTEM LOCATION (example: left front of house) C� cCJS re, DATE OF PUMPING: C'3 UANTITY PUMPED I""'GALLONS CESSPOOL: NO —/'YES SEPTIC TANK: NO YES NATURE OF SERVICE: ROUTINE EMERGENCY OBSERVATIONS: GOOD CONDITION FULL TO COVER HEAVY GREASE BAFFLES IN PLACE ROOTS LEACHFIELD RUNBACK EXCESSIVE SOLIDS FLOODED SOLIDS CARRYOVER OTHER (EXPLAIN) SYSTEM PUMPED BY- COMMENTS: <,> CONTENTS TRANSFERRED TO: C m ionwe lth of Massachusetts Massachusetts System Pumping Record System Owner System Location Date of Pumping: �--���r" �� Quantity Pumped: /t gallons Cesspool: No 1 1 Yes Ll Septic Tank: No U Yes System Pumped by: FareQort License# Contents transferrred to : Greater Lawrence Sanitary District Date: Inspector: TOWN OF NORTH ANDOVER BOARD OF HEALTH CERTIFICATE OF COMPLIANCE DATE OF COMPLIANCE: 06/22/99 This is to certify that the individual subsurface disposal system constructed (X) or repaired ( ) by F.P. Reilly& Sons, Inc. at 246 Bradford Street has been installed in accordance with the provisions of Title V of the State Sanitary Code and with the North Andover Board of Health regulations as described in the Design Approval Site System Permit # 1016 dated 06/21/98. The Issuance of this certificate shall not be construed as a.guarantee that the system will function satisfactorily. a� Board of Health Inspector 06/17/99 15:02 FAX 9786881582 R BODNAR ESQ O1 i RUSSELL A.BODNAR ATTORNEY AT LAW j CHESTNUT GREEN,SUITE 65 TELEPHONE(978)688-1500 565 TURNPIKE STREET FAX(978)688-1581 NORTH ANDOVER,MA 01845 PLEASE DELIVER THE FOLLOWING PAGE(S) TO: NAME: Sandy Starr COMPANY: Town of North Andover FAX #: 688-9542 FROM: Linda M. Fogden DATE: 6/17/99 TOTAL NUMBER OF PAGE(S), INCLUDING THIS COVER PAGE: 2 MEMO: Re: Pratip/Swait Mukherjee, 246 Bradford Street, No. Andover In accordance with our conversation this morning, enclosed herewith please find a time-stamped copy of the Restriction that Attorney Bodnar recorded at the Registry today. Should you require any further documentation, please contact Attorney Bodnar. "IMPORTANT CONFIDENTIALITY NOTICE" The documents included in this facsimile transmission contain information which may be confidential or legally privileged. These documents are intended only for the use of the individual or entity named on this transmission cover sheet_ If you, or your firm, are not the intended recipient and have received this transmission mistakenly, ov u are hereby notified that reading, copying, or disturbing these documents, or taking any action based on the information contained within them, is strictly prohibited. In such a case, the documents should be immediately returned to this firm. If you have received this facsimile in error, please notify us by telephone at 978-688-1500so that we can arrange to retrieve the transmitted documents at no cost to you. SOR 0�ltR Or ? ;+,D0trfR"j, IF THERE ARE ANY PROBLEMS WITH THIS TRANSMISSION, ® - - OR IF YOU HAVE NOT RECEIVED ALL OF THE PAGES -, PLEASE CALL 97a--689-��00 JUi`J z 1999 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION METROPOLITAN BOSTON-NORTHEAST REGIONAL OFFICE ARGEO PAUL CELLUCCI TRUDY COXE Governor Secretary DAVID B. STRUHS Commissioner July 29, 1998 Swati Mukhurjee 246 Bradford Street North Andover, MA 01845 RE: Correction of a Typographical Error 246 Bradford Street, North Andover (IRV) DEP Transmittal No. P27134 Dear Mr. Mukhurjee: Please be advised that the approval letter, concerning the application for the approval of a Title 5 variance for the property at 246 Bradford Street, North Andover, has a typographical error. The approval letter has the wrong town listed as granting the requested variance. At the end of the first paragraph of the second page should read "North Andover Board of Health. " fI If you have any questions or additional information is necessary,l please contact George A. Kretas at (978) 661-7744. Sincerely, N' Madelyn Morris Deputy Regional Director Bureau of Resource Protection mm/gak CC: Sandra Starr, Board of Health, 30 School Street, North Andover, MA 01845 Joseph Serwatka, 31 Kendrick Street, Lawrence, MA 01841 205a LowellSt 0 Wilmington,Massachusetts 01887 0 FAX (978) 661-7615 0 Telephone (978) 661-7600 0 TDD#(978)661-7679 06/17/99 15:02 FAX 9786881582 R BODNAR ESQ 1002 4 RESTRICTION The Restriction herein set forth shall apply and be appurtenant to the following described property located at 246 Bradford Street,North Andover,Essex County,Massachusetts,being more particularly described as follows: A certain parcel of land located in North Andover and Boxford, Essex County, Massachusetts,being shown as Lot 4 on a plan entitled, "Plan of Land in Boxford&North Andover, prepared for Acreage Development Corp. Scale: 1" =50', April 19, 1966" Osborn Palmer, Inc., 15 Wallis Street,Peabody, Mass. 5 Said Lot 4 containing 44,000 square feet, more or less, according to said Plan. Being the same premises described in deed recorded with Essex North District Registry of o Deeds in Book 3603, Page 159. z • 1. Maximum Number of_Bedmoms a� 4 At all times subsequent hereto, the property described hereinabove shah be limited to use as cn a single family residence containing no more than three(3)bedrooms. This Restriction is being implemented due to the maximum capacity of the current septic system. 0 44 2. Enforceability. ro These Restrictions may be enforced by the Town of North Andover,by action in equity in any Court of competent jurisdiction. N Witness our hands and seals this 1 Z June, 1999. _ 0 yJi'st3 U Pratip K. Mukherjee 4J S w or t' d Swati Mukherjee a 0 a COMMONWEALTH OF MASSACHUSETTS Essex, ss. June /a kh1999 The personally appeared the above named PRATIP K. MUKHER7EE and SWATI MLJKHERJEE and acknowledged the foregoing to be their free act and deed,before me, - .Y-T4Dt._1 - Commission Expir s: iy : MYLUMfA1zN.z1UNLAF1f4LS 4 OCTOW 9,2003 i Town of North Andover O f NORTH OFFICE OF �� tttlf D g0OL COMMUNITY DEVELOPMENT AND SERVICES ° .' p 27 Charles Street North Andover, Massachusetts 01845 ssACNus�t�� WILLIAM J. SCOTT Director (978)688-9531 Fax(978)688-9542 May 11, 1999 Owner 246 Bradford Street North Andover,MA 01845 Dear Homeowner: Prior to your purchase, a new individual subsurface disposal system was installed on this property. This letter comes to inform you of maintenance requirements for your new septic system. First, it is recommended that the tank be pumped approximately every two years or whenever the top of the scum layer is within two inches of the top of the outlet tee or the bottom of the scum layer is within two inches of the bottom of the outlet tee. This can be determined by an inspection. In addition,you have a Zabel filter in your septic tank. This filter must be cleaned annuallv for the proper functioning of your septic tank and the rest of the system. Any company that performs septic pumping should be able to clean the filter. If you have any questions concerning this letter,please call the Health Department at the number below. Sincerely, )�&A'10 Sandra Starr,R.S. Health Administrator I Cc: Muker ee File i BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 TOWN OF NORTH ANDOVER SEWAGE DISPOSAL SYSTEM INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System ()q) constructed; ( ) repaired; by_ 2EDLL �d I— located at was installed in conformance with the North Andover Board of Health approved plan, System Design Permit gzolAL# o/ALdated G .Z I- 48 with an approved design flow of '3 5�0 gallons per day. The materials used were in conformance with those specified on the approved plan; the system was installed in accordance with the provisions of 310 CMR 15.000, Title 5 and local regulations, and the final grading agrees substantially with the approved plan. All work is accurately represented on the As-built which has been submitted to the Board of Health. Bed inspection date: `f- - S q q Eng' eer Representative Final inspection date: 4-• 2- qq Engywr Representative Aa Installer: Lie.#: Date: Design Engineer: Date: I i TOWN OF NORTH ANDOVER/ BOARD OF HEALTH 1 7 1999 APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT DATE: 3- ,\-C\Q CURRENT INSTALLER'S LICENSE# LOCATION: 2 A t, • n . LICENSED INSTALLER: F. p,P A� I\1-J.a, -Tr-,c- . SIGNATURE: TELEPHONE# 1 - _ CHECK ONE: REPAIR: / CONSTRUCTION:NEW CON TRUCTI N• IF NEW CONSTUCTION, PLEASE ATTACH FOUNDATION AS-BUILT. Administrative Use Only $75.00 Fee Attached? Yes r-� No Foundation As-Built? Yes No Floor Plans? Yes No Approval � �� Date: (3 _'1-61 311 �� Town of North Andover f "ORT" 1 O ,,,eo '6 4, OFFICE OF 3� ooL COMMUNITY DEVELOPMENT AND SERVICES 0 A i I x 30 School Street WILLIAM J. SCOTT North Andover,Massachusetts 01845 9SSACMUSE� Director August 31, 1998 Joseph Serwatka 31 Kendrick Street Lawrence,MA 01841 RE: 246 Bradford Street Dear Mr. Serwatka: This is to notify you that with the DEP's approval,the proposed plans dated 6/21/98 for the septic repair of 246 Bradford Street have been approved. A Disposal Works Construction Permit for the repair may be issued to a North Andover licensed septic installer at this time. If you have any questions regarding this letter, please call the office. Sincerely, ,� _ may✓" C�'. Sandra Starr,R.S. Health Administrator Cc: Mr. &Mrs. Swati Mukhurjee File BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 l4 Town of North Andover NORTN OFFICE OF ��Oy 4, COMMUNITY DEVELOPMENT AND SERVICES p 146 Main Street *� 'PTlO^Pp. �y North Andover, Massachusetts 01845 9SSACMUS�t (508) 688-9533 August 14, 1998 Joseph Serwatka 31 Kendrick Street Lawrence, MA, 01841 Dear Mr. Serwatka: I have previously requested from you updated plans for the septic repair at 246 Bradford Street. To date my request has not been fulfilled. As you are aware, construction cannot begin on this site until a Disposal Works Construction Permit has been issued by the North Andover Board of Health. In turn,this permit cannot be issued until the office has updated plans. The homeowners are anxious to install their new system and this office wants to accommodate them as soon as possible. Please send three copies of the updated septic plan to this office at your earliest convenience so this project can get underway. Sincerely, Sandra Starr, R.S. Health Administrator Cc: William Scott, Dir. CD&S S. Mukherji Files i I i I BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 Julie Parrino D.Robert Nicetta Michael Howard Sandia Starr Kathleen Bradley Colwell r (� 1 �\ COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION METROPOLITAN BOSTON-NORTHEAST REGIONAL OFFICE ARGEO PAUL CELLUCCI TRUDY COXE Governor Secretary DAVID B. STRUHS Commissioner July 23, 1998 TOWN OF WORT9S A�"OOo1cI�/ BOARD O.L hZALTH Swati Mukhurjee R 246 Bradford Street ;16. North Andover, MA 01845 RE: APPROVAL OF DBP VARIANCE (BRPWP59c) 246 Bradford Street, North Andover (IRV) DEP Transmittal No. P27134 Dear Mr. Mukhurjee: The Metropolitan Boston-Northeast Regional Office of the Department of Environmental Protection has received and reviewed your application -for approval of sanitary sewage variance pursuant to 310 CMR 15.412 with the above transmittal number. The application was received on June 30, 1998. The application contained written notification, dated May 29, 1998, stating that the North Andover Board of Health had, on May 28, 1998, approved a variance to the following provision of the State Environmental Code: :ccompanying 310 CMR 15.104, as it relates to performing a percolation test. the application was a plan consisting of one (1) sheet titled as follows: Title: Sewage Disposal System Location: 246 Bradford Street Municipality: North Andover Applicant: Swati Mukherjee Designer: Joseph J. Serwatka, P.E. No. 36981 Date (Last Revision) : April 21, 1998 (July 15, 1998) An engineer of the Department reviewed the plans and the accompanying data, and it is the opinion of the Department that the plans are in compliance except for: • 310 CMR 15.104 as it relates to percolation testing (A percolation test could not be performed because of high groundwater. Performing a dewatered percolation test would have been difficult given site restraints. However, a sieve analysis was performed to determine an estimated percolation rate of the soil.] . As part of its approval, the Department will require that the following conditions be complied with or this approval shall be rendered null and void: • The revised plan, received on July 17, 1998, did not note the date of the revision. The Department will consider the revision date as July 15, 1998, which is the date of the received response letter submitted by the design engineer. Please insure that a copy of the revised plan with this date be submitted to the North Andover Board of Health. 205a Lowell St 0 Wilmh ton,Massachusetts 01887 0 FAX (978) 661-7615 • Telephone (978) 661-7600 0 TDD#(978)661-7679 • Prior to construction, the applicant must obtain a Disposal System Construction Permit (DSCP) from the North Andover Board of Health. • The system is not designed to accommodate a garbage disposal. As such, one should not be neither installed nor used at this dwelling. �I • It is the applicant's responsibility to assure that the approved plans, which will be the recently revised plan as noted in the first condition of this approval letter, are available at the site during construction. It is the opinion of the Department that the requirements for the granting of variances as specified at 310 CMR 15.412 have been satisfied. The enforcement of the provision of the Code from which 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 following paragraph outlines the Department's findings relative to manifest injustice and equal environmental protection as they relate to the variance, granted by the Sherborn Board of Health, which the Department hereby approves. The site is limited by high groundwater. Because of this condition, a percolation test could not be performed. In the case of granting a variance from the percolation rate for upgrades of existing systems, the Department has granted this variance only if a dewatered percolation test cannot be performed. In these cases and with a variance, a sieve analysis may be used as an alternative method to estimate the percolation rate of the soil. The soil absorption system was designed using a percolation rate based upon a previous percolation test from a nearby site that is more conservative than the results from the sieve analysis. This provides for a more conservative system design. Based on this information, the Department has concluded that to deny this variance would be manifestly unjust and that the applicant has provided equal environmental protection. If you have any questions or additional information is required, please contact George A. Kretas at (978) 661-7744. Sincerely, Madelyn Morris Deputy Regional Director Bureau of Resource Protection mm/gak CC: - Sandra Starr, Board of Health, 30 School Street, North Andover, )F-- 01845 - Joseph J. Serwatka, 31 Kendrick Street, Lawrence, MA 01841 - Marcia Sherman, DEP/Wastewater Management/Boston I i I I I i COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION METROPOLITAN BOSTON-NORTHEAST REGIONAL OFFICE !` � ARGEO PAUL CELLUCCI TRUDY COXE Governor Secretary DAVID B. STRUHS Commissioner July 10, 1998 Swati Mukhurjee 246 Bradford Street North Andover, MA 01845 RE: STATEMENT OF TECHNICAL DEFICIENCY Application for BRPWP59c Title 5 Variance 246 Bradford Street, North Andover (IRV) DEP Transmittal No. P27134 Dear Mr. Mukhurjee: The Metropolitan Boston-Northeast Regional Office of the Department of Environmental Protection has received and reviewed your application for approval of a sanitary sewage variance pursuant to 310 CMR 15.412 with the above transmittal number. The application contained a written notification, dated May 29, 1998, statin that PP Y g the North Andover Board of Health, on May 28, 1998, granted a variance to the following provision of the State Environmental Code: 310 CMR 15.104, as it relates to performing a percolation test in the area of the proposed soil absorption system (SAS) . Accompanying the application was a plan consisting of one (1) sheet, titled as follows: Title: Sewage Disposal System Site Plan and Profile Location: 246 Bradford Street Municipality: North Andover Applicant: Swati Mukhurjee Designer: Joseph J. Serwatka, P.E. No. 36981 Date: April 21, 1998 An engineer of the Department has reviewed the plan and the accompanying data, and it is the opinion of the Department that the requested variance to Title 5 cannot be approved as submitted for the following reasons: • The plan notes that the soil evaluation in two deep holes and the sieve analysis report, dated April 24, 1998, and performed by the University of Massachusetts Amherst, Soil Characterization Laboratory, judged the soil characteristics as sandy loam, which Title 5 classifies as a Class II soil. The Department has allowed the use of the sieve analysis to estimate the long term acceptance rate (LIAR) of a 'soil: The most conservative LTAR for the soil classification found should be used for the design. The plan denotes a percolation rate of 40 min/inch with an LTAR of 0.25, which is used for a Class III soil. Please explain the conflict between the plan and the sieve analysis with the most conservative LTAR of 0.33 and the proposed design of the SAS, using the LTAR of 0.25. (310 04R 15.242) • The location and depth of the sampling for the sieve analysis was not noted on the plan. (310 CMR 15.220 (4)) • The plan does not denote any North Andover Board of Health representative witnessing the two deep observation holes evaluations or the date that the evaluations took place. (310 04R 15.220 (4)) • The plan does not list the request for variance from the percolation testing as required by Title 5. (310 CMR 15.220 (4)) 205a Lowell St 0 Wilmington,Massachusetts 01887 0 FAX (978) 661-7615 0 Telephone (978) 661-7600 o TDD#(978)661-7679 In the opinion of the Department, the requirements for the granting of a variance as specified in 310 CMR 15.410 have not been satisfied. The applicant has not proved that the enforcement of the provision of the Code from which 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. In accordance with 310 CMR 4.00, you have sixty (60) days from the postmarked date of this letter in which to address the listed deficiencies. Within the sixty (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 accommodate the schedule of the Board of Health within the sixty (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 CMR 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 thirty (30) days to rule upon the application. Should the application be deemed to be deficient for a second time, the application will be denied. If the applicant elects to proceed on the record as it now stands, this letter constitutes a denial of the variance. An applicant aggrieved by a variance decision by the Department of Environmental Protection may request an adjudicatory hearing on that determination in accordance with 310 CMR 1.00 and M.G.L. c. 30A. The enclosed Supplemental Transmittal Form should be completed and included as a cover sheet with :ny futilre submittal to the Depart71c:t relati;.g to the above matter. You need only correspond to the Northeast Regional Office at the above address. Two (2) copies of the revised engineering plans are required for Department review. If additional information is required, please contact George A. Kretas at (978) 661-7744. Very truly yours, Madelyn Morris Deputy Regional Director Bureau of Resource Protection mm/gak enclosure CC: - Sandy Starr, Board of Health, 30 School Street, North Andover, MA 01845 - Joseph J. Serwatka, P.E., 31 Kendrick Street, Lawrence, MA 01841 w/enclosure • s FORM 11 - SOIL EVALUATOR FORA 1 Page 1 of 3 No. -- Date: c1 Commonwealth of Massachusetts lVoE.T9 ,¢, 0OV6e , Massachusetts Soil Suitability Assessment for On-site Sewage Disposal- Performed By: O�i�P __ Date: ,¢ Witnessed By: .... ..... �t*nAWrmor 2µ(o 8�4 Dil�r2p . CJT oWKr':Ham. /YlvKffv��66 Aaa.0=.,,,e 2�(0 81�AFS l�D Tdcphom! i No . •¢ti!AOV Ele-t x'1'1 A. Few Construction ❑ Repair Office Review Published Soil Survey Available: No ❑ Yes Year Published /99- Publication Scale ��� f`{O Soil Map Unit Vvr _ Drainage Class G _ ... Soil Limitations ....._..�-�. ............ Surficial Geologic Report Available: No ❑ Yes ❑ Year Published Publication Scale GeologicMaterial (Map Unit) ......................................................................................................................................................- Landform _...................................................I......: Flood Insurance Rate Map: Above 500 year flood boundary No ❑Yes Within 500 year flood boundary No []Yes ❑ Within 100 year flood boundary No ❑Yes ❑ Wetland Area: National Wetland Inventory Map (map unit) ......................................................................................-................. --- Wetlands Conservancy Program Map (map unit) - Current Water Resource Conditions (USGS): Month Range :Above Normal FINormal ❑Below Normal ❑ Other References Reviewed: i DFP APPROVED FORM-12/07/95 APR z 9 i FOR_%I I I - SOIL EVALUATOR FORp.1 Page 2 of 3 Location Address or Lot No. Ort-site Review Deep Hole Number Date: 4-2—fdP' Time: Z P�' .�O �CGDUOy Weather Location (identify on site plan) Land Use 14-A 111 Slope (%) Surface Stones Vegetation Landform DSV (� f �J Position on landscape (sketch on the back) , Distances from: Open Water Body 7100 feet Drainage way 71 0 D feet Possible Wet Area 7. fO d feet Property Line 6o f" feet �- Drinking Water Well -* 100 feet Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon :!Soil Texture Soil Color Soil Other Surface(Inches) (USDA) (Munsetq Mottling .Structure,Stones,Boulders, Consistency, % Gravel) Ivye-31 Z.w-7/2 Parent Material(geologic) :7�/ Depthto8adrock• Depth to Groundwater: Standing Water in the Hole: -� Weeping from Pit Face: Estimated Seasonal High Ground Water:_ i DEF"PROVFD FORM. 12/07195 FOR_\1 11 - SOIL EVALUATOR FORNI Page 2 of 3 Location Address or Lot No. Oji-site Review Deep Hole Number -r-2 Date: 4-0 --8 Time: 2-7P-t" , Weather 4004 LO!/Oy Location (identify on site plan) Land Use A-A-zt/ AJ Slope M Surface Stones Vegetation 6-P-4'5; -5 - _— Landform ;?P-VM Position on landscape (sketch on the back) Distances from: Open Water Body -7/O d feet Drainage way ]t dd feet Possible Wet Area 7�p6 feet Property Line Z y-i-feet Drinking Water Well -211)0 feet Wither J DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(Inches) (USDAI (Munsell) Mottling Structure,Stones,Boulders,Consistency, % Gravel) dOYe S� 2.yY��z Parent Material(geologic) -_r/LL 0ept7xo8edrock• ' I Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: Estimated Seasonal High Ground Water: a �� DEP APPROVED F Rr O t 17/07195 I FORM 11 - SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. 60A-P;:b►e Q '777-, Determination ofor Seasonal High Water Table Method Used: ❑ Depth observed standing in observation hole.. inches ❑ Depth weeping from side of observation hole inches © Depth to soil mottles VQ inches - ❑ Ground water adjustment ......... feet-="I Index Well Number .. Reading Date ...............: Index well level ... Adjustment factor Adjusted ground water level Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? `fes S If not, what is the depth of naturally occurring pervious material? Certification I certify that on tt 4 (date) I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature Date 4 DEP APPROVED FOILM-12/07/95 i FORM 12 PERCOLATION TEST Location Address or Lot No. COMMONWEALTH OF MASSACHUSETTS /Ua• .4n�O0 vEt� , Massachusetts Percolation Test` Date: Time: Observation Hole # _ T Depth of Perc Start Pre-soak End Pre-soak Time at 12" - - Time at 9" Time at 6" Time (9"_6") Rate Min./Inch Minimum of 1 percolation test must be performed in both the primary area AND reserve ese ve area. PCiPL'pLi4T�o N TE�iT No_T G'a,vO��TEG Du a -wI-f / N 6=(if�. �-✓R/YJ PL 7-�'riTE Site Passed Site Failed El si-s s"*•✓cy 1-d.4m . 5�o w ST �Elz� r-©k' SA#U_P..%V-------L_4a—#:.y►'F.......t..,5._. ......... .......".. �.�.. iN.�. .... Performed B Lf-v11'S� 7—`'"a �T� ,70wly ,�-/i¢0 40M�N Y lee�w TO . Witnessed By: f2v r;,, Comments: DEP APPROVED FORM-12/07/95 i UNIVERSITY OF MASSAC-iUSE 1 17S Department of Piant and soil sciences Alv HERST Soil Characterization Laboratory Stockbridge Hall Box 37245 Amherst. MA 01003-7245 _ (413)545-3068 April 24, 1998 Mr. Jos h Serwatka 31 Kendj ick Street Lawrence, MA 01841 Dear Mr Serwatka: Enclosed you will find the results of the analysis you requested. particle size analysis was done by the m shod of Gee and Bauder (1986) as described in Methods of Soil Analysis, Part 1, Physical And Mineralogical Methods, 2nd Edition, and summarized as follows. The samples were drie Iand sieved to pass a 2 nim sieve. The samples were then dispersed with sodium hexameta hosphate and mechanical shaking, following which the samples were then wet sieved Lo pass $ 3YM sieve. The ftNtiuit retained on the sieve was dried, and wet hed. The particles assing the .053 M sie g � ve were placed in a sedinnentation cylinder to obtain percent silt (53� to 2 uM) and clay (<2 uM) by the pipet method. This sate le is 68.6 % sand, 25% silt, and 6.4% clay, and is a sandy loam. Should yoi have any questions about this analysis, or need the services of the lab in the future, please cal _ Sincerely, i Mickey Spokas . Lab Manager The University of Mas-eachusetts is an Affirmative Action/Equal opportunity Institution - i I y <--Vent Y SEPTIGTASK LEACH FIELD AWkr7able Septic Compliance, Inc. affilliate of Thomas E. Neve Assoc., Inc. March 31,1998 North Andover Board of Health 30 School Street North Andover, MA 01845 Attn: Sandra Starr Re: Sanitary Disposal System Inspection Swati Mukher ee-246 Bradford Street Dear Sandra, In accordance with the Commonwealth of Massachusetts, Department of Enviromental Protection, State Enviromental Code (Title V), 310 CMR 15.301,paragraph 7,please find attached a"Subsurface Sewage Disposal System Inspection Form" for your records. If you have any questions regarding this report or any of its contents, please do not hesitate to contact this office. We thank you, in advance, for your continued cooperation in these matters. Very truly yours, SEPTIC C LIANCE, INC. Paul Cardone Certified Septic Inspector Attachment • SYSTEM INSPECTORS • • SOIL EVALUATORS • • ENVIRONMENTAL ENGINEERS - 447 Old Boston Rd.,US Route 1, Topsfield, MA 01983 Tel (978) 887-8586 Fax (978) 887-3480 Y •� p E s •1 . qea r.wr r 10 SEM TAMK LEAcH FIELD i�tr,^Tble Septic: Compliance, Inca of lliate of Thomas E. Neve Assoc., Inc. SUBSURFACE-SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A. CERTIFICATION Property Address: Swati Mukher ee- Address of Owner: 246 Bradford St:No.Andover,Ma.01845- (if different) Date of Inspection: March 19, 1998 Name of Inspector:... Paul Cardone, 1 am.a DEP approved septic-inspector pursuant to Section 15.340 of Title 5(3 10 CMR 15:000) Company Name;, Septic Compliance;.Inc.' Address and' 44701d Boston Road„Topsfield,MA 01983 Telephone:Number: (508)887--8586 Certification Statement, I certify that Ihave personally inspected the sewage disposal.system at this address and that the information reported below is true, accurate and complete as of the time of inspection. The inspection was performed.based.on my training and experience in the.proper. function and.maintenance of on-site.sewage disposal systems. The system: Passes. Conditionally Passes Needs further Evaluation By the Local Approving Authority XY, F ' Inspector's Signature: Date: The System Inspector shall submit a copy of this inspection report to the Approving Authority within thirty(30)days of completing this inspection. If the system is a shared.system or has a design flow of 10,000 gpd or greater; the inspector andthe system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. Page 1 of 18 • SYSTEM INSPECTORS• •SOIL EVALUATORS • -ENVIRONMENTAL ENGINEERS - DEP on the World Wide Web: http://www.mapet.state.ma.us/dep c�sedoaaM 447 Old Boston Rd.,US Route 1_Topsfield,.MA.01983 Tel-(978) 887-8586. . Fax(978) 887=3480 ; SUBSURFACE.SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART-A CERTIFICATION(continued)• . Property Address:. 246 Bradford Street No:Andover,Ma.01845 Owner:. Swati Mukhetee: Date of Inspection: March 19, 1999 INSPECTION SUMMARYL Check A,B,C,or D:- A) :A) SYSTEM PASSES:: I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303. Any failure criteria not evaluated are indicated below.. COMMENTS:r B) SYSTEM CONDITIONALLY PASSES:. One or more system components as described in the"Conditional Pass"section need to be replaced or-repaired. The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass... Indicate yes,no,or not determined(Y,N,or-ND). Describe basis of determination.in_all instances. If"not determined.';.explain why. The septic tank is metal,unless the owner or operator has provided the system inspector-with a copy of a Certificate of Compliance(attached)indicating that the tank was installed within twenty(20)years prior to the date of the inspection;or the septic tank,whether or not metal,is cracked,structurally unsound,shows substantial infiltration or exfiltration,or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced.with a conforming septic tank as approved by the Board of Health.- Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s)or-due to a broken,settled or-uneven distribution box. The system will pass inspection if(with approval of the Board of Health).. Describe observations broken pipe(s)are replaced obstruction is removed. distribution box is leveled or replaced I Page-°of:18 (mvised oans/n SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address:- 246 Bradford Street.No._Andover;Ma.01845 Owner. Swati.Mukher ee: Date of Inspection:. March.19, 1998 B) SYSTEM:CONDITIONALLY PASSES(continued) The,system required pumping more than four times a year due,to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): Broken pipe(s)are replaced obstruction is removed. C) FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: Conditions-exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public-health,safety and the environment. 1) SYSTEM WILL PASS UNLESS THE BOARD OF HEALTH DETERMINES THATTHE SYSTEM IS-NOT FUNCTIONING IN A.MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY'AND THE ENVIRONMENT.- Cesspool NVIRONMENT:Cesspool or privy is within 50 feet of a.surfacer water. Cesspool orprivy is within 50 feet of a bordering vegetated wetland or a salt marsh.. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER,IF APPROPRIATE)DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT. The system has a septic tank and soil absorption system(SAS)and.the SAS is within 100 feet to a surface water supply or tributary to a surface water supply.. The system has aseptic tank and soil absorption system and the SAS is within a Zone 1 of a public.-water:supply well. The system has a septictank and soil absorption system and the SAS is within 50 feet of private water supply well. The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a.private:water supply well,unless a well water analysis for coliform bacteria and-volatile organic compounds indicates that the well is free from pollutiorr from that facility and the presence of ammonia nitrogen and nitratenitrogen is equal to or,less than 5 ppm.. Method-used to determine distance, (approximate not valid.) Page 3 of.18 c SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM. PART A . CERTIFICATION(continued) Property Address: 246 Bradford.Street No.Andover,Ma.01845 Owner.- Swati.Mukher ee Date of Inspection: March 19, 1.998 C) FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH(continued)-- 3) continued):3) OTHER D) SYSTEM'FAILS:. You must indicate either"Yes".-or"No"-as to each of the following:- I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 1.5.303. The basis for this determination is identified below. The Board of Health should be,contacted.to determine what will be necessaryto correathe failure: Yes No Backup of'sewage into facility orsystem component due:to an overloaded or-clogged SAS or cesspool. Discharge:orponding of effluent to the surface of theground or-surface waters due to an overloaded or clogged SAS"orcesspool.. Static.liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool.. Liquid depth in cesspool is less than 6"below invert or available volume is less than 1/2 day flow. Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s) Number-of Timesed �P Page 4 of 18- I (—ind WWI" � SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PARTA. CERTIFICATION,(continued. Property Address: 246 Bradford StreetNo.Andover,Ma.01845 Owner:, Swati Mukhetee Date.of Inspection: March 19, 1998' D) SYSTEM.FAILS(continued) Yes. No, Any portion of the Soil Absorption System,cesspool or privy is below thehigh groundwater elevation. Any portion of'a cesspool or privy is within 100 feet of a surface water supply or tributary to a. surface water supply.. Any portion of a cesspool or privy is within a Zone°L of a public.well. Any portion of cesspool or privy is within 50 feet-of a private-water supply-well.. Any portion of'a cesspool or privy is less than 100 feet butgreaterthan 50 feet from a private- water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable,attach copy of well water-analysis for coliform.bacteria,,volatile.organic-compounds,. ammonia nitrogen and.nitrate:nitrogen. E) LARGE SYSTEMYAILS: You.must indicate either"Yes"'or"No"'as to each of the following: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exists: Page-5 of 18 (—iscd a25/9n I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CHECKLIST Property Address: 246 Bradford Street No..Andover,Ma.01845 Owner. Swati Nfukhet6e Date.of I-npsection: March;19, 1998 E) LARGE SYSTEM FAILS,(continued) Yes. No The system is within 400 feet of a.surface drinking water supply.. i The system is within 200 feet of a.tributary to a.surface drinking.water supply.- The system is located in a-nitrogen sensitive area(Interim Wellhead ProtectiotrArea. IVYTA)or a mapped.Zone II of a public water supply well). The owner or operator of any such-system shall bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of. the Department for further information- Page.6 of 18 (revised oan W) SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM. PART A CHECKLIST Property Address:. 246 Bradford Street No..Andover,Ma.01,845 Owner. Swati Mukhetee Date:of Inpseetion: March 19;.1998 Check if the following have been.done:: You must indicate either"Yes"or-"No'"as to each of the following: Yes: No Yes Pumping information was provided by the owner,occupant,.or Board.of Health.. Yes None of'the.system components have been pumped for at least two weeks and the system has been receiving i normal flow rates during that period. Large volumes of water-have not been introduced into the-system. recently oras part of this inspection: N/A. Asbuilt plans have been obtained and examined. Note.if they are-not available with N/A.. Yes. The facility or dwelling was inspected for signs of sewage back-up., Yes The.system does,not receive non-sanitary or indushW waste flow.. Yes The site:was,inspected.for signs of'sewage breakout Yes All system components,excluding the Soil Absorption Syste,have been located on the site. Yes The septictank manholes were uncovered,opened,and the interior of-the septic tank was inspected for- condition of baffles or-tees,material of construction,dimensions;depth of liquid,depth ofsludge,depth of scum Yes The size and location of the.Soil Absorption System on the site has been determined based on: Yes The facility owner and occupants(if different from owner)were provided with information on the proper maintenance.of Subsurface Disposal System. N/A. Existing information.. Ex.Plan at B.O.H. Determined in.the field(if any failure criteria related to Part C is at issue,approximation of distance is unacceptable)[15.302(3)(b)] Page Tof18 (revised 04/25/97) - - - - - SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION' Property Address: 246 Bradford StreetNo.Andover Ma.01845 Owner... _ Swati.Mukherjee Date-'of Inpsection: March.19,.1998 FLOW CONDITIONS, RESIDENTIAL Design flow:: 330 g.p.d./bedroom for S.A.S'. Number of bedrooms:. 3' Number ofcurrentresidents 4- Garbage Garbage grinder(yes or no): No Laundry connected to system(yes or no): Yes Seasonal use(yes or no): No Water meterreadings;..ifavailable. (last Z year usage(gpd):- Sump Pump(yes or no):. No . Last date of occupancy:. p occupied C ONMIERCIAL/INDUSTRIAL•- Type:of establishment: , Design flow:- gallons/day Grease trap present(yes or no): Industrial Waste Holding Tank present(yes or no): Non-sanitary waste discharged to the Title 5'system (yes or no). Water meter readings,if available:- Last date.of occupancy: OTHER(Describe): Last date of occupancy: i Page-8'of 18 (mvi-d OVUM) SUBSURFACE SEWAGE DISPOSAL.SYSTEM INSPECTION FORM PART C' SYSTEM INFORMATION Property Address: 246 Bradford Street No.Andover;Ma.01845 Owner: Swati Mukherjet Date of Inspection March 19;;1998 GENERAL.INFORMATION" PUMPING RECORDS,and`source of information:.- -Owner nformation:.Owner pumps tank once per year,they showed.me pumping slips. System pumped as part of inspection(yes orno): Yes Ifyes„volume pumped: 1000 gallons Reason for pumping: To properly check baffles,to check for runback;to check for any apparent leaks. TYPE OF SYSTEM; X Septic.tank/distribution box/soil absorption system Single,:cesspool. Overflow cesspool Privy: ..--- Shared system(yes or no)[If yes,attach previous inspection records,if any] I/A Technology etc. Copy of up-to-date contract? Other(explain) APPROXIMATE AGE of."all°components,date installed(if known)and source of.information: 29 years ofage°. 7-10-69 info.supplied' by B.O.H. Sewage odors detected.when arriving at the site(yes orno): No- BUILDING SEWER:,- (Locate EWER::(Locate on site plan) Depth below grade Material of construction cast iron. 40 PVC other(explain) Distance from private water supply well or suction line Diameter.- Comments::(condition of joints,.venting,evidence of leakage;etc.) ' c--ed 04r2&97 Page.9 of 18 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address 246 Bradford StreetNo.Andi)ver Ma.01845 Owner:. Swati.Mukhetee Date of Inspection:: March 19, 1998 SEPTIC Yes TANK:: (locate.on site plan) Depth below grade: V6" Material of construction: X. concrete- metal Fiberglass Polyethylene Other(explain) If tank is metal,.list age Is age confirmed by Certificate.of Compliance (Yes/No) Dimensions: 8'x 5'x 5'8" Sludge Depth:. 3" Distance from top of sludge to bottom of outlet tee or baffle: 1' 11"' Scum thickness 3.. Distance from top of'scum to top of outlet tee or baffle:: 8 Distance from bottom of scum to bottom of'outlet or baffle:- 1'6" How dimensions were determined: on-site° Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert;structural integrity,evidence of leakage,etc.) We recommend the septic tank be pumped once every two years depending on use,baffles were in good-condition,liquid level was a little high,structural integrity was good,no signs of leaks. In my opinion tank and baffles were in good condition and working properly. Page.10 of 18 (revised 04/25/9'!) SUBSURFACE SEWAGE DISPOSAL SYSTEM:INSPECTION FORM PART C SYSTEMINFORMATION(continued) Property Address: 246 Bradford StreetNo.Andover,.Ma.01845 Owner.. Swati.Mukher ee- Date of Inpsection- March 1.9,.1998 GREASE'TRAP:; N/A. (locate on site plan) Depth below grade:�. Material of constructions Concrete- Metal Fiberglass Polyethylene Other(Explain) Dimensions:, Scum thickness:. Distance from top of scum to top of outlet tee-or baffle: Distance from bottom of scum to bottom of'outlet tee or baffle:: Date oflastpumping:. - Comments: (Recommendations for,pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet_invert,structural integrity,.evidence of leakage,_etc:) TIGHT OR HOLDING TANK: N/A (Tank must be pumped prior to,or-attime of,inspection) (locate on site plan) Depth below grade:- Material rade:Material of construction:. Concrete Metal Fiberglass Polyethylene Other(explain): Page 11 of 18 i (revised 04/25/97) i i i i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C' SYSTEM INFORMATION(continued) Property Address: 246 Bradford,StreetNo:.Andover,Ma:01845' Owner:. Swati Mukherjee Date of Inspection: March 19,.1998 TIGHT"OR HOLDING'-TANK(continued) Dimensions:. Capacity:. gallons. Design flow: gallons/day Alarm level:: Alarm in working order Yes; No Date.of previous pumping;.. Comments:, (Condition of inlet.tee,condition of alarm and float switches,etc.) DISTRIBUTION BOX:.Yes (Locate.on:site plan) Depth of liquid level above outlet invert: Full Comments: (Note if level and distribution is equal evidence of solids carryover,evidence of leakage into or out of box,etc.) I dug down to the d-box located it with a transmitter,the box was in the ground water. Page 12.of 18 (revind o4W/n SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM- PART, C SYSTEM INFORMATION(continued) Property Address:: 246 Bradford Street No-Andover,Ma.01845 Owner:. Swati Mukher ee� Date of Inspection: March 19,.1998 PUMP CHAMBER N/A_ (Locate on site plan) Pumps in working order:.(Yes or No) Alarms in working.order-(Yes or-No) Comments:- (Note condition of pump chamber;condition of pumps and appurtenances,etc.) SOIL ABSORPTION SYSTEM(SAS):.- - Yes (Locate on site plan;-if possible;excavation not required,but may be approximated by non-intrusive methods) If not determined.to.be present,.explain Type: Leaching pits,number: Leaching chambers,number: Leaching galleries,number: Leaching trenches,number,length:. X Leaching fields,number;dimensions: 1-field approx 30 x 60 Overflow cesspool,number. Alternative system: Name of..technology: Page 13 of 18 (K„,ea 04as/97) SUBSURFACE SEWAGE DISPOSAL.SYSTEM INSPECTION FORM PART C' SYSTEM INFORMATION(continued) Property Address:: 246 Bradford Street No.Andover,Ma.01845 Owner: Swati Mukher ee Date of Inspection: March 19,.1998 SOIL ABSORPTION SYSTEM(SAS)(continued): Comments:(note condition of soil,signs of hydraulic-failures level of ponding,condition of vegetation,etc.) saturated: none none grassy area. CESSPOOLS:,, N/A_ (Locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth ofsolids layer:: Depth.of scum layer: Dimensions ofcesspool-- Materials of'construction:: Indication of groundwater. Inflow(cesspool must be pumped as part of inspection): Comments(Note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): Page 14 of 18 (mi-d 04W/M i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:.. 246 Bradford.Street No.Andover,Ma_01845 Owner, Swati Mukher ee Date of Inspection: March 19, 1998 PRIVY: N/A (Locate on site plan) Materials of construction: Dimensions:- Depth of solids: Comments(Note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation;etc.):. Page 15 of 18 (revised 04/25/97) SUBSURFACE:SEWAGE"DISPOSAL SYSTEM INSPECTION FORM . PART'C SYSTEM INFORMATION(continued) Property Address:. 246Bradford Street No.Andover,Ma:01845 Owner. Swati Makhergm Date oflnspection: March 19„1998' SKETCH OF SEWAGE:DISPOSAL.SYS'T'EM.; Include ties to at least two permanent references,..landmarks or.benchmarks.. Locate all:-wells within 100'- (Locate:where public water-supply comes into house). 19 \j C/1AKhrrycC7: \j i. io” ��oX 9... �S� �/'C�10��0/'oX.. /S K3�• Page 16 of 18 c04aVM i I I SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION-(continued) Property Address: 246 Bradford Street No.,Andover Ma.01845 Owner: Swati Mukher ee Date of Inspection:. March 19, 1998 DEPTH TO GROUNDWATER Depth to groundwater: approx 27 feet Please indicate all methods used to determine High Groundwater Elevation: Obtained from Design Plans on record X. Observation of Site(Abutting property,observation hole,basement sump etc.) X Determine it from local conditions Check with.local Board of Health. X Check FEMA Maps- Check.pumping records Check local excavators,installers Use USGS Data. Descirbe in your own words how you established the High Groundwater-Elevation. Must,be completed) I dug down to the d-box water weeping in several areas,sub-soil a lot of clay. Pve done some work in that particular area last year with the same results.. From checking around the systems that are fimctioning seem to be mounded up. Page 17 of 18 (revised 04/25/97) SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART D CERTIFICATION Name of Inspector Paul Cardone Company Septic Compliance,Inc. Address 447 Boston Road,Topsfield,MA 01983(508)887-8586 Certification Statement I certify that I have personally inspected the sewage. disposal system at this address and that the information reported. is true, accurate and.complete as of the time of inspection. The inspection was performed and any recommendations regarding upgrade, maintenance and repair are consistent with my training and experience in the proper function and maintenance of on-site.sewage disposal systems. Check.one: I have not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CMR 15.303. Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form. I have determined that the system fails to protect public health and the environment as defined in 310 CMR 15:303. The basis for this determination is provided in the FAILURE CRITERIA section of this form. XX- Inspector's Signature: Dater Copies to: No.Andover Board of Health Buyer(if applicable)Approving authority: I I X30 3 HOR7M 04�.a° .a,4% . BOARD OF HEALTH ,SS^CHUSE� 30 SCHOOL STREET TEL. 688-9540 NORTH ANDOVER, MASS. 01845 APPLICATION FOR SOIL TESTS DATE: 3 ' 7- 5 ` - - LOCATION OF SOIL TESTS: 2 e,i�qpY:-oPp �T- Assessor's map & parcel number: OWNER: MiV9)4:ET TEL. NO.: ADDRESS: Utz., 01532e= -fir. ,ye 4A42 ENGINEER: TEL. NO.: 6 — c, CERTIFIED SOIL EVALUATOR: Intended use of land: residential subdivision, single-family home, commercial X245—F,4 THE FOLLOWING MUST BE INCLUDED WITH THIS FORM: 1. Proof of land ownership (Tax bill, deed, or letter from owner permitting tests) . 2. Plot plan 3. Fee of$175.00 per lot for new construction. This covers the m' ' o deep holes and two percolation tests required for each disposal area. ee of$75.00 per lot for repairs or upgrades. GENERAL INFORMATION 1. Only Certified Soil Evaluators may perform deep hole inspections. 2. Only Mass. Registered Sanitarians and Professional Engineers can design septic plans. 3. At least two deep holes and two percolation tests are required for each septic system disposal area. 4. Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative. 5. Full payment will be required for all additional tests within two weeks of testing. 6. Within 45 days of testing, a scaled plan (no smaller than V-1 shall be submitted to the Board of Health showing the location of all tests (including aborted tests). 7. Within 60 days of testing soil evaluation forms shall be submitted. 0-3 PJra APPLICATION FOR SEWAGE DISPOSAL INSTALLATION HEALTH DEPARTMENT - NORTH ANDOVER, MASS. I hereby make application for a permit for a sewage disposal installation at Lo r 1 8 8IFcRi1) S T . I will install this system in ac- cordance with all the laws of the Commonwealth of Massachusetts and regulations of the Board of Health of the Town of North Andover. Further, I will construct the house sewer of bell and spigot pipe, the minimum diameter being 4 inches, and will maintain a minimum grade of 1% until 10 feet pre- ceding the septic tank, where the grade shall not exceed 2%. I will install a con- crete septic tank of /000 qo-L in size. A manhole (s) permitting easy cleaning will be provided with remov e cover (s) of iron or concrete within 12 inches of the ground surface. I will provide subsurface disposal field with 4 inch perforated or open jointed pipe and laid in a series of trenches, the bottom of which will pro- vide a minimum of (37S's1_Fr) /d'c' lineal (square) feet of effective absorption area. The pipes will be laid on a 6 inch layer of washed gravel or crushed stone ranging in size from 3/4 to 1-1/2 inches (dia.) and the pipes will be surrounded by similar material to a height of 2 inches above the crown of the pipe. The joints of these pipes will be protected from clogging and before filling the trench, 2 inches of gravel or stone 1/8" to 1/41' (dia.) will be placed over the course gravel or stone. The disposal field will be installed at a grade of 4 to 6 inches/100 feet. No single tile line will exceed 100 feet in length and in any case, two lines of tile will be installed. A minimum of 6 feet will be maintained between the center lines of the disposal field trenches and the average depth of trench shall not exceed 36 inches. No part of the installation will be less than 100 feet from any private water supply, 25 feet from any stream, 20 feet from any dwelling or 10 feet from any property line. I further agree not to cover any portion of this installation until approved by the inspection officer, as provided below, and to incorporate any additional requirements that may be attached to the permit. Plot Plans must be submitted with application. DATE L6 Si nature of Aglicant I hereby issue the above permit for the Board of Health of the Town of North Andover, Massachusetts. DATE Signature of Health Agent I have inspected the uncovered system indicated above and find everything done as described. DATE )JA )�L -1 Signature oky specting Officer Percolation Test Garbage Grinder