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8 WYMAN AVE (4) 8 W Y MAN A V . i OPendaflaxl O'csselte 4210113 10% P2 g � mA � � v� �� ����� 0 I COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINi'ER STREET. BOSTON. MA 02108 617-292-5500 � D ARGEO PAUL CELLUCCI TRUDY COXE saw Governor - Secretary DEC 2 2 1997 DAVID B.STRUHS Commissioner C l"TY OF SALEM HEALTH DEPT. December 8, 1997 John& Patricia Miller 8 Wyman Ave. Salem,MA 01970 re: STATEMENT OF TECHNICAL DEFICIENCY Application for BRPWP64C PROPOSED INSTALLATION OF ALTERNATIVE SYSTEM REMEDIAL USE at: 8 Wyman Ave., Salem,MA Transmittal Number: 126296 Dear Mr. & Mrs. Miller: The Department received your application dated September 8; 1997 requesting to install an alternative on-site sewage treatment and disposal system consisting of a composting toilet,a 1,500 gallon septic tank, a 500 gallon pump chamber, and a Wisconsin mound system, at the above referenced location. The plans were prepared by Hancock Engineering Associates, and entitled "Sewage Disposal System" dated March 6, 1997 and last revised June 11, 1997. The Department has conducted a Technical Review of the above referenced application requesting approval under the Title 5 and has determined that it cannot be approved as submitted for reasons specified below: 1. The minimum 4 feet vertical separation distance of the bottom of the soil absorption system above the high groundwater elevation has not been provided as required by 310 CMR 15.212 Depth to Groundwater.There is only 2 feet of setback provided in the submitted proposed plan. 2. A minimum of 2 deep observation hole tests should be performed within the area of the proposed Wisconsin Mound in accordance with 310 CMR 15.102 Deep Observation Hole Test. 3. A soil evaluation should be performed in each deep hole in accordance with 310 CMR 15.101 Soil Evaluation Criteria and 310 CMR 103 Soil profile and by an approved soil evaluator.(An updated soil evaluation form is enclosed.) DEP on the Wodd Wide Web: httpMq .magnet.state.ma.us/dep Printed on Recycled Paper RC: Transmittal Number 126296page:2 You have sixty(60)days from the date of this letter to respond to these deficiencies.Within the sixty (60) day time frame, you are advised to allow for appropriate Board of Health action on the revised submittal. If you require additional time, you may, by written agreement with this Department, extend this schedule in accordance with 310 CMR 4.04 (2) (f). If you don't respond within 60 days or if you elect to proceed on the record as it now stands and not submit the deficient information,this letter constitutes the final decision of the Department to deny your application for approval and, therefore, any further filing in this matter would be considered a new application subject to Title 5. An applicant who is aggrieved by a determination of the Department may request an adjudicatory hearing on that determination in accordance with 310 CMR 1.00 and M.G.L. c. 30 A. The enclosed Supplemental Transmittal Form should be completed and included as a cover sheet with any future submittal to this Department relating to the above matter. You need now only correspond to the Department of Environmental Protection, Wastewater Management Program, One Winter Street,Boston,MA 02108. Should you have any questions regarding this matter, please contact Christos Dimisioris of my staff at(617)292-5912. Sincerely, Michael Rapacz,Program Director Wastewater Management Enclosure yb 126296.000 cc:. Salem Board of Health DEP,DWPC,NERO Dwain Smith,315 liberty Square,Danvers,MA 01923 Hancock Engineering Assoc.,235 Newbury St.,Danvers,MA 01923 Smith & Smith Counsellors at Law Dwain B. Smith 3115 Liherty .Square Direct Phone(978) 762-5473 Danvers,Mass"huseffs 01923 Phone (978) 777_4220 Fax (978) 777_3225 Adam C. Smith Direct Phone(978) 762-5471 Of Counsel1 ( 4 Frank J. Ingramy' [[ (~+ Direct Phone(978) 762-5472F ,JAN Q J 5!(J i) CITY OF SALEN,1 HERI-rf i 17=I'T. December 29, 1997 Ms. Joanne Scott, Health Agent City of Salem Board of Health 9 North Street Salem, MA 01970-3928 RE: 8 WYMAN ROAD, SALEM,MA Dear Ms. Scott: I am writing to you in regard to the letter from the Department of Environmental Protection dated December 8, 1997 sent to my clients, John & Patricia Miller. (Patricia Knuuttila) I have requested Joseph Serwatka of Hancock Engineering Associates to correct the deficiencies listed in this letter. I will be inviting you to attend a joint meeting with Mr. & Mrs. Knuuttila,Pat Warren of St. Joseph Credit Union, and Joseph Serwatka of Hancock Engineering as soon as one can be arranged. The system was pumped out a few weeks ago. I will be in touch with you shortly. Sincerely, (01-� Dwain B. Smith, Esq. DBS/bac COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS a DEPARTMENT OF ENVIRONMENTAL PROTECTION y«� ONE WINTER STREET. BOSTON. MA 02108 617-292-5500 ARGEO PAUL CELLUCCI Governor _ Ip\ EEVA (� TRUDYCOXE INIAD DECp Secretary E2 2 1997 DAVID B.STRUHS Commissioner CITY OF SALEM HEAL TH OEPT. December 8, 1997 John&Patricia Miller 8 Wyman Ave. Salem,MA 01970 re: STATEMENT OF TECHNICAL DEFICIENCY Application for BRP WP64C PROPOSED INSTALLATION OF ALTERNATIVE SYSTEM REMEDIAL USE at: 8 Wyman Ave.,Salem,MA Transmittal Number: 126296 Dear Mr. &Mrs. Miller: The Department received your application dated September 8; 1997 requesting to install an alternative on-site sewage treatment and disposal system consisting of a composting toilet,a 1,500 gallon septic tank, a 500 gallon pump chamber, and a Wisconsin mound system, at the above referenced location. The plans were prepared by Hancock Engineering Associates, and entitled "Sewage Disposal System"dated March 6, 1997 and last revised June 11, 1997. The Department has conducted a Technical Review of the above referenced application requesting approval under the Title 5 and has determined that it cannot be aooroved as submitted for reasons specified below: p1. /( The minimum 4 feet vertical separation distance of the bottom of the soil absorption 1J system above the high groundwater elevation has not been provided as required by 310 CMR 15.212 Depth to Groundwater.There is only 2 feet of setback provided in the submitted proposed plan. 2 A minimum of 2 deep observation hole tests should be performed within the area of the proposed Wisconsin Mound in accordance with 310 CMR 15.102 Deep Observation Hole Test. 3. A soil evaluation should be performed in each deep hole in accordance with 310 CMR 15.101 Soil Evaluation Criteria and 310 CMR 103 Soil profile and by an approved soil evaluator.(An updated soil evaluation form is enclosed.) DEP on the World Wde Web: http7Av .magnetstate.ma.us/dep e j Printed on Recycled Paper RE: Transmittal Number 126296 Page:2 You have sixty(60)days from the date of this letter to respond to these deficiencies.Within the sixty (60) day time frame, you are advised to allow for appropriate Board of Health action on the revised submittal: If you require additional time, you may, by written agreement with this Department, extend this schedule in accordance with 310 CMR 4.04 (2) (f). If you don't respond within 60 days or if you elect to proceed on the record as it now stands and not submit the deficient information,this letter constitutes the final decision of the Department to deny your application for approvaland, therefore, any further filing in this matter would be considered a new application subject to Title 5. An applicant who is aggrieved by a determination of the Department may request an adjudicatory hearing on that determination in accordance with 310 CMR 1.00 and M.G.L. c. 30 A. The enclosed Supplemental Transmittal Form should be completed and included as a cover sheet with any future submittal to this Department relating to the above matter.You need now only correspond to the Department of Environmental Protection, Wastewater Management Program, One Winter Street,Boston,MA 02108. Should you have any questions regarding this matter,please contact Christos Dimisioris of my staff at(617)292-5912. Sincerely, Michael Rapacz,Program Director Wastewater Management Enclosure yb 126296.000 cc:_ Salem Board of Health DEP,DWPC,NERO Dwain Smith,315 liberty Square,Danvers,MA 01923 Hancock Engineering Assoc.,235 Newbury St.,Danvers,MA 01923 P 153 314 479 US Postel service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for Internoonal Mail See reverse Sent id Street&Number Post office,State,&ZIP Code Postage $ Certified Fee Special Delivery Fee Restricted 0elivery Fee N � Return Receipt Showing to Whom&Date Delivered Realm fteipt Showing m Whom, Date,8 Addressee's Address O TOTAL Postagg&Fees $ C) Postmark or Date E LL N EL P 153 .314 -.4$0 US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. See reverse Do not use for International Mail Sent to t .r— Street&Number Post Office,Slate,&LP Code Postage $ Carded Fee . Spedal Def very Fee Restricted Delivery Fee N � Return Receipt Stewing to Whom&Date Delivered Realm Recept StmwN loWhom, Dale,&Addressee's Address W TOTAL Postage&Fees s w .Postmark or Date 0 LL I to A Stick postage stamps to article to cover First-Ctess postage,certified mall fee,and chargee for any selected optional services(See front). 1.If you want this receipt postmarked,stick the gummed stub to the right of the return address leaving the receipt attached, and present the article at a post office service window or hand it to your rural caner(no extra charge). m 2. If you do not warn this receipt postmarked,dick the gummed stub to the right of the IT retain address of the article,date,detach,and retain the receipt,and mail the article. In , 3. If you want a return receipt,write the certified mail number and your name and address � on a return receipt card,Form 3811,and attach it to the front of the article by means of the gummed ends if space permits. Otherwise,affix to back of article. Endorse front of ends ' RETURN RECEIPT REQUESTED adjacent to the number. Q 4. If you want delivery restricted to the addressee, or to an authorized agent of the C addressee,endorse RESTRICTED DELIVERY on the front of the article. dD f+1 5. Enter fees for the services requested in the appropriate spaces on the from of this receipt. If return receipt is requested,check the applicable blocks in item t of Form 3811. ti 6. Save this receipt and present it if you make an inquiry. to 2)5 CITY OF SALEM BOARD OF HEALTH Salem, Massachusetts 01970-3928 JOANNE SCOTT, MPH,RS,CHO NINE NORTH STREET HEALTH AGENT Tel:(508)741-1800 Fax:(508)740-9705 July 15, 1997 John J. Miller Patricia Miller Ronald Knuttila 8 Wyman Avenue Salem, MA 01970 Dear Mr. Miller, Ms. Miller, Mr. Knuttila: At a public hearing on July 8, 1997, the Salem Board of Health voted to grant the variances to 310 CMR 11.00, "Environmental Code Title V: Minimum Requirements for the Subsurface Disposal of Sanitary Sewage," as requested by you for your property at 8 Wyman Avenue, with the following conditions: 1. The septic system must be inspected, after one year and yearly thereafter, by a System Inspector who is approved as such by the Department of Environmental Quality in accordance with 310 CMR 15.340. The results of the inspection must be sent to the Health Agent. 2. The Massachusetts Department of Environmental Protection and the Salem Conservation Commission must approve the septic plan. 3. Any expansion of the existing building must receive prior Board of Health approval. C 4. These conditions must be recorded on the deed to the property. Sincerely yours, For the Board of Health, Joanne Scott, Health Agent cc: Dwain B. Smith, Attorney for the Owners Robert A. Ledoux, City Solicitor Patricia Warren, President, St. Joseph's Credit Union Joseph Serwatka, Hancock Engineering Associates _ 310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION r000ra / 15.410: Variances - Standard of Review - Bor 4�ee4 (1) Local approving authorities and the Department may 'v the application of any Aj `�ov Pp B P Y arY provisions of 310 CMR 15.000 with respect to any particular case except those listed in 310 f+iyt�trrlo CMR 15.4I5. Variances shall be granted only when, in the opinion of the approving ppip aao�c authority: W'ce (a) The person requesting a variance has established that enforcement of the provision of 310 CMR 15.000 from which a variance is sought would be manifestly unjust, ora considering all the relevant facts and circumstances of the individual case; and teed (b) The person requesting a variance has established that a level of environmental 8 protection that is at least equivalent to that provided under 310 CMR 15.000 can be 8r achieved without strict application of the provision of 310 CMR 15.000 from which a Y variance is sought (2) With regard to variances for new construction,enforcement of the provision from which a variance is sought must be shown to deprive the applicant of substantially all beneficial use of the subject property in order to be manifestly unjust 15.411: Process for Seeking a Variance From Local Anorovimt Authorities (1) The local approving authority shall review requests for variances as follows. (a) Every request for a variance shall be in writing and shall make reference to the speck provision of 310 CMR 15.000 for which a variance is sought and a statement in compliance with 310 CMR 15.410. (b) No application for a variance shall be complete until the applicant has notified all abutters by certified mail at his/her own expense at least ten days before the Board of Health meeting at which the variance request will be on the agenda. The notification shall reference the specific provisions of 310 CMR 15.000 from which a variance is sought,a statement of the standards set forth in 310 CMR 15.410 and the date, time and place where the application will be discussed. t (2) Emergency repairs pursuant to 310 CMR I5.353 may be performed without seeking a variance. The owner of .the system must seek a variance within 30 calendar days after perfomung the emergency repairs. t (3) Any variance allowed by the local approving authority shall be in writing. Any denial of a variance shall also be in writing and shall contain a brief statement of the reasons for the denial. A copy of each variance shall be conspicuously posted for 30 days following its issuance; and shall be available to the public at all reasonable hours in the office of the city or town clerk or the office of the Board of Health while it is in effect- (4) ffect(4) A request for a variance for a residential facility with four units or Im (as described in M.G.L. c. I11, § 31 E) shall be deemed constructively approved by the local approving authority if the local approving authority does not act upon it within 45 days of receipt of a complete application. . Such variances are still subject to review by the Department in accordance with 310 CMR 15.412. 15.412: Review of Variances by the Department (1) Except as provided in 310 CMR 15.412(4), the applicant shall file a copy of each variance granted by the local approving authority with the Department together with the foe specified at 310 CMR 4.00. The Department shall review all those issues raised before the local approving authority and may review other issues raised by the application, all in accordance with the standards set in 310 CMR 15.410. (2) The Department shall approve,disapprove or modify the variance granted by the local approving authority,or shall request additional information to be provided by the applicant, within 30 calendar days of the Department's receipt of the request If the Department has requested additional information,it shall approve,disapprove or modify the variance within 30 days of receiving the applicant's response. _ 9123194 310 CMR - 320.43 310 C,41R: DEPARTMENT OF ENVIRONMENTAL PROT� j + ' 15.412: continued (3) No work shall be done under any variance request for which Dcpartment,approy . ..3Vt required until the Department has approved it or 30 days (or any extension thereof p ��t to 310 CMR 15.412(2)) has elapsed without its comment s I - I (4) No Department review of the following variances is required where the variance has been approved by the local approving authority: (a) Reduction of system location setbacks otherwise established in 310 CMR 15.211 for property lines,provided that a survey of the property line shall be required if a component is to be placed within five feet of the property line,and no such reduction shall result in the soil absorption system being located less than 10 feet from a soil absorption system on an abutting property, (b) Reductions of system location setbacks from cellar wall, swimming pool, or slab foundations. 1 (c) With the exception of those watersheds (Ware, Quabbin and Wachusett) to which the provisions of 350 CMR 11.00 (MDC Watershed Protection regulations) apply, local . approving authorities may,after consultation with the local water supplier,issue variances for the siting of Systems within the setbacks to surface water supplies or to tributaries to surface water supplies and may exempt tributaries consistent with the standards and procedures of 350 CMR 11.00 without Department approval provided that no such variance or exemption shall result in the siting of a scptic tank or soil absorption system within 200 feet of said surface water supplies or 100 feet of said tributaries, or siting of a septic tank within 25 feet or a soil absorption system within 50 feet of any surface water. Copies of all such variances for uses and exemptions of tributaries shall be subat med to the Department 15.413: Conditioning of Variances (1) The local approving authority or the Department may issue variances subject to such conditions, including, but not limited to, monitoring and reporting requirements, deed recordation requirements,financial assurances or other qualifications on the use of the system, as it deems necessary to protect public health and safety and the environment Any conditions shall be expressed in writing in allowing the variance. (2) Any denial of a variance by the local approving authority or the Department may direct the applicant to upgrade an existing system consistent with the requirements and standards of 310 CMR 15.404 and 15.405. Failure to do so may be the subject of enforcement action by the local approving authority or the Department 15-4I4: Variances for Increased Flow to Existing Svstem Local approving authorities and the Deparvnent may vary the application of any provisions of 310 CMR 15.000 with respect to any particular case involving increased flow to an existing system only when in the opinion of both the Department (except as provided in 310 CMR 15.412(4)) and the local approving authority all of the following conditions are MCL A showing by the person requesting a variance that the proposed variance would satisfy the maximum feasible compliance provisions as set forth in 310 CMR 15.404 and 15.405 shall not presumptively entitle such person to a variance. (1) The person requesting a variance has established that stria enforcement of the provision of 310 CMR 15.000 from which a variance is sought would be manifestly unjust,considering all the relevant facts and circumstances of the individual case including, at a minimum, the following: (a) the owners of any such system for which pemut applications were filed after March 31, 1995 shall be deemed to have had knowledge that full compliance with the requirements applicable to new construction is preferred; (b) the costs of full compliance with the requirements applicable to new construction shall be compared to the costs of compliance with a variance; and (c) whether an upgrade in full compliance with 310 CMR 15.000 is feasible without J increased flow. i 9/23/94 310 CMR - 320.44 - - First-Class Mail UNITEDBTATES*''POSTAL$ERVICE � � "� -Postage&Fees Paid USPS- ' Permit No.G"10 • Print y6Lr dame,address, and'ZIP, in this box 0— )III 1 7 1991 Salem Health Department 9 North St. Salem, Mass, 01970 CITY OF SALEM � HEALTH DEPT. 111 If 1111111111111111111fill III1 IIIIIIIIIII111111IltillIf11 SENDER: M •Complete items 1 and/or 2 for additional services. I also wish to receive the Zi -Complete items a,4a,and 4b. following services(tor an y •Print your name and address on the reverse of this form so that we can return this extra fee): card to you. ai j -Attach this form to the front of the mailpiece,or on the back it space does not 1, ❑ Addressee's Address m permit. N y .Write'Retum Receipt Requested'on the mailpiece below the article number. 2. 13 Restricted Delivery y •The Return Receipt will show to whom the article was delivered and the date -delivered. Consult postmaster-for fee. a 'af 3.Article Addressed to: 4a.Article Number d P 153 314 479 E a JOHN J. MILLER E 4b.Service Type c PATRICIA MILLER - d v ❑ RegisteredCertified rni to RONALD KNUTTILA to ❑ Express Mail ❑ Insured m W 8 WYMAN AVENUE 0 M ❑ Return Receipt for Merchandise ❑ COD SALEM MA 01970 w ' a ' 7.Date ofD li'veery/� JS (SAME) r 0 5.Received By: (Print Name) 8.Addressee's Address(Only if requested Lu and lee is paid) i ¢ .0 g 6.Signur . (Addy ee or Agent 7.T X lm PSFrm3811, December1994' ^k: ,:<ar ;,,,,;;.;;; DomesticReturnReceipt First-Class Mail UNITED STATES POSTAL SERVICE Postage&Fees Paid USPS Permit No.G-10 • Print your name, address, and ZIP Code in this box• JUI 1 7 1991 Salah) Heattt Departmenti 9 North Str a c ct9 Salem, Mass. 01910 I N ! CITY OF SALEM a r HEALTH DEPT. c-zG%pi , Itt!i!!!i+il!II!II!!I113Iti11�i I7IIli!li{+t!�!f l!lii!�!t 71'311 C• SENDER: PC- • Complete items 1 and/or 2 for additional services. I also wish to receive the 'F) :Complete items 3,4a,and 41b. following services(fdr an 0 •Prim your name and address on the reverse of this form so that we can return this extra fee): card to you. u ` •Attach this form to the front of the mailpiece,or on the back if space does not 1. ❑ Addressee's Address permit. y y •Write'Retum Receipt Requested'on the mailpiece below the article number. 2. ❑ Restricted Delivery y •The Return Receipt will show to whom the article was delivered and the date delivered. Consult postmaster for fee. a v 3.Article Addressed to: 4a.Article Numbercc m d P 153 314 480 o ATTORNEY DWAIN B. SMITH . E4b..Service Type C/0 SM 0 ITH & SMITH` 0 ❑ Registered Certified rn w 315 LIBERTY SQUARE y � []'Express Mail ❑ Insured .5 W DANVERS, MA 01923 ❑Retunt Receipt for Merchandise ❑ COD ° 0 7.Date of Deliv ry z JS (8 WYMAN AVE.) m 5. Received By: (Print Name) 8.Addressee' Address TOnly if requested c and fee is paid) i f g 6.S re: ddre eeorAgent) 0 r m PS Form 3811, December 1994 Domestic Return Receipt 3 CITY OF SALEM BOARD OF HEALTH Salem, Massachusetts 01970-3928 JOANNE SCOTT,MPH,RS,CHO - NINE NORTH STREET HEALTH AGENT Tel:(508)741-1800 Fax:(508)740-9705 June 5, 1997 John J. Miller Patricia Miller Ronald Knuttila 8 Wyman Avenue Salem, MA 01970 Dear Mr. Miller, Ms. Miller, & Mr- Knuttila: In accordance with the State Sanitary Code 105 CMR 410.000, "Minimum Standards of Fitness for Human Habitation," failure to maintain a sewage disposal system in operable condition is a condition deemed to endanger or impair health or safety. The property owned by you at 8 Wyman Avenue, Salem, Massachusetts does not have an operable sewage disposal system. The Salem Board of Health will conduct a public hearing, on Tuesday, June 10, 1997 at 7:30 PM in the 1sk floor conference room at 9 North Street, to consider issuing a finding that this dwelling is unfit for human habitation. This finding may result in an order of condemnation requiring you to secure the dwelling and to vacate it. You have the right to inspect and obtain copies of all relevant inspection or investigation reports, orders, notices and other documentary information in the possession of the Board of Health. �r CITY OF SALEM HEALTH DEPARTMENT Nine North Street ' Salem,Massachusetts 01970 At the hearing, you have the right to be represented and any affected party has the right to appear. Sincerely yours, For the Board of Health, Joanne Scott Health Agent cc: Attorney Dwain Smith Patricia Warren, St. Joseph's Credit Union Joseph Serwatka, Hancock Engineering Associates Smiih & Smx¢h FILE COPY Counsellors at Law 315 Liberty Square Danvers, Massachusetts 01923 Dw.m B. S,mid, Phone(508)777-4220 E A"C. Smith 1" (508)777-3225 June 9, 1997 Attn: Joanne Scott, Health Agent City of Salem Board of Health 9 North Street Salem,MA 01970-3928 RE: REQUEST FOR VARIANCE TITLE 5 Dear Joanne: This is a petition for variance under 310 CMR 15.411. This home has been occupied for many years by the present occupant and owner. Problems with the septic system only developed after an adjacent lot was built upon and at that time it was discovered that the septic system was on land owned by the city. This land has been purchased from city and funds raised to install a new system. A plan for said system has been submitted to the Board.The new system is designed by Hancock Engineering Associates and hopefully will solve the problem if a variance as requested is granted. VARIANCE REQUEST REGULATION REQUIRED PROVIDED 310 CMR 15.240(5) M1NffvlUM DESIGN 2 BEDROOMS 3BEDROOMS 310 CMR 15.104(4) ONE PERC TEST IN NONE(WISCONSIN PRIMARY AREA MOUND) 310 CMR 15.212 4' SEPARATION TO T GROUNDWATER 310 CMR 15.240(1) 4'NATURALLY OCCURRING NONE PERVIOUS MATERIAL PAGE 2 s It is requested that this public hearing for a variance take place on Tuesday,July 8, 1997 at 7:30 P.M. at: Salem Board of Health 9 North Street First Floor Conference Floor Salem,MA 01970 If said variance is not granted Mrs. Miller and family will suffer undue financial hardship and be irreparably harmed. Sincerely, -DvVain B. Smitg, Attorney for the Miller Family DBS:smd MEMO TO: ALL INVOLVED PARTIES FROM: DWAIN B. SMITH,ESt ' DATE: JUNE 9, 1997 RE: 8 WYMAN AVENUE Enclosed please find a Request for Variance on property located at 8 Wyman Avenue, Salem, MA 01970,owned by Patricia Miller, John J. Miller and Ronald Knuttila. The hearing on said variance will take place on July 8, 1997 at 7:30 P.M. at: Salem Board of Health 9 North Street First Floor Conference Room Salem,MA 01970 }1 SENDER: 9 -Complete items 1 and/or 2 for additional services. I also Wish t0 feC81V8 the 'b -Complete items 3,4a,and 4b. following services(for an •Print your name and address on the reverse of this form so that we can return this extra fee): card to you. ai i -Attach this form to the front of the mailpiece,or on the back it space does not 1, ❑ Addressee's Address y •Wnte'Rsfum Receipt Requesfed'on the mailpiece below the article number. 2. Restricted Delivery m i $ •The Return Receipt will show to whom the article was delivered and the date delivered. Consult postmaster for fee. v 3.Article Addressed rficle Number . u i �S 4b.Service Type °u ❑ Registered Certified ic m C \ \ ,�,� (l O Express MailInstired 5 cc �1 . — Q Return Receipt for Me andise ❑ COD z z 0 04 O; Date of Delive z n5.Rec ived By:(Print Name) ! 8.Addressee's Address(Only if requested c Lu and fee is paid) t cc F g 6.S' n : (Addressee or Agent) T46/r — m F m 3811, December 1994 Domestic Return Receipt UNITED STATES-POSTAL SERVICE l,Tt ! Mail � Postage SS&Fees Paid I USPS i I Permit No.G-10 I I I • Print your name, address, and ZIP Code in this box • I I DWAIN 8, SMITH I I I I I i I I Attorney At Law 315 Liberty Square Danvers, MA 01923 P'- 511 437 387 us Pos,,4 service for Certified Mail No Insurance Coverage Provided. Do-not use for International Mail See reverse to St r Post Office,State,&Zip Code O I O L Postage $ Certified Fee p Mr. Walter V. Proodian 1 Manning Road Special Dom"Fes Lynn, MA 01902 Restricted Delivery Fee - rn Return Rea+Date De6veradpf S 3 to _ Whem 8 , .Q ReWm ReCoo Shmrig lnWhem, < Date,&Addressee's Address ^ O TOTAL Postage&Fees $ d •-5'a" V) postmark or Date I E a .P 511 437 386 US Postal Service R ceipt for Certified Mail N Insurance Coverage Provided. D not use for Intem i al Mail See reverse tto Street& r IAO Post Office,State,& Code. Q Postage $ Certified Fee Honorable Patrick McManus Special Delivery Fee j 3 City Hall Square Restricted Delivery Fee Lynn, MA 01901 mo Return Receipt Shoving to Whom&Date Delivered V < Date,&Addressee Address TOTAL Postage&Fees $ a € Postrnark or Date of of V SENUERems 1 and/or 2 for additional services. I also wish to receive the Y! -Complete items 3,4a,and 4b. following services(for an H •Print your name and address on the reverse of this form so that we can return this e%tra fee): card to you. si j -Attach this form to the front of the mailpiece,or on the back if space does not 1. [1 Addressee's Address permit. it m •Write'Retum Receipt Requested'on the mailpiece below the article number. 2. 1:1 Restricted Delivery y 1 •The ReturnReceipt will show to whom the article was delivered and the date delivered. Consult ostmaster for fee. a o d v 3./Article,Ad_d_resseAto: rticla Number d CE. �OspQ�.. �. J�A�-M�Q7l\ ��ti 4%e ice Type d o � �,� O 13 tared Certified ¢ m U) \�� !� b z_ ass Mail ❑ Insi;red m ¢ �1 HT1 mRecepffor Merchandise ❑ COD °c !Qate of Dolive z rnt 0 i 5 5.Received By: (Print Name) 8.Addressee's Address(Onl if requested W and fee is paid) L g 6.Signature: (Add{gssee or Agent) iX L[/u—✓y % PS Form 3011, December 1994 C Domestic Return Receipt I I UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid i USPS Permit No.G-10 • Print your name, address, and ZIP Code in this box • DWAIN B. SMITH Attorney At Lase 315 Liberty Square Danvers, MA 01923 SENDER: M •Complete items 1 andfor 2 for additional services. - I also wish to receive the -Complete items 3,4a,and 4b. following services(for an a •Print your name and address on the reverse of this tonn so that we can return this extra fee): card to you. 6 j •Attach this ton to the from of the mailpiece,or on the back if space does not 1, ❑ Addressee's Address G permit. m •Write'Retum Receipt Requested'on the mailpiece below the article number. 2. 13 Restricted Delivery N « •The Return Receipt will show to whom the article was delivered and the date delivered. Consult ostrnast for fee. o- o m 3.Article Addre ed to: - 4a. c Number d E `�^ �J. .1\ ,�}�y 1�� b.Service Type 0 o V't`"'�' ..(5�-n�,, �,`,1�, R ❑ Registered w �Q�,j�\��(1.i\lY p j i�1, ❑ Express Mail ❑ Insured 5 m Q ,,p, ❑ Return Receipt for Merchandise ❑ COD a ` o y�6� 7.Date of Delivery � I z d/!' 0 i CC 5.Received By: (Print Name) 8.Addressee's Address(Only it requested UJI �v�iyg and fee is paid) g 6.Signature: (Addressee or Ag nt) X � N PS Form 3811, December 1994 Domestic Return Receipt F c.. D ����{{��� -c�� -- " First-Class Mail UNITED STATES POSTAL Syrv�t,E f ^"` postage&Fees Paid • Print yobrnA,.eddress, and Zl DWAIN B. SMITH AttorneyAt Law 315 Liberty Square Danvers, MA 01923 I II I as tIL,�,,,III,L...I,I��II�,L�h�II,IL„�JL�„ILH„L,LI I ,.P 511 437 384 ervice e elpt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail See reverse Se 0 She &Nu Office, e, LP Postage $ Kramer Nominee Trust Certified Fee Harold G. Kramer/Judith M. Kramer TRS Special Delivery Fee 50 Auburndale Road Restricted Delivery Fee Marblehead, MA 01945 Return Receipt Showing to _ Whom&Date Delivered 0 •� ReNm ROD*Slowing to Wham, Date,&AdMessee's Address mTOTAL Postage&Fees Is d € Postmark or Date (9.7 DL .✓%�8� %�J.Y/_•_r_ ,r_.::... �.i��r's�9Jl ,..sr.:: :;.: ..,,r-.r,::.. . P 511 437 385 S Postal Service eceipt for Certified Mail o Insurance Coverage Provided. Do not use for Inte allitnal Mail See reverse t Street Num ce, e,&ZIP Code 1 Postage $ a Kema Realty Trust C&MW Fee t , O - Mark Petit/Keith Nadeau TRS Special Delivery Fee 7 Rear March Street Court Salem, MA 01970 Restricted Delivery Fee N 0 Return ReCeioShowing to ' _ Whom&Date Delivered O Reh1Receys9WgtDMW. Dare,dAdtessee's Admess Q TOTAL Postage&Ease _ $ - SSea;)•OD . NJ Postmadr or Date o. ) a��� Ciou..e0ioa. at Law 2.5 2 C 09 JUN w 315 B.i6ea9y Square /99 Q`` F u-A'9 L,�v _'�^ r Danvers, ASA ®9923 P 511 437 383 AS`s' ae 507797, JU&POI,,*L%G rk? l Mra' r achanow 4 Pin 040, GrovelaziV, fj�F 0 N D d SENDER: I also wish to receive the a -Complete items 1 and/or 2 for additional services. ur .complete items 3,4a,and 4b. following services(for an w .Print your name and address on the reverse of this form so.that we can return this extra fee): card to you. ai -Attach this form to the front of the mailpiece,or on the back if space does not ❑ Addressee's Address 2 •WHWRetum Receipt uested'on the mailpiece below the article number. d I a, a eq 2. ❑ Restricted Delivery lin •The Return Receipt will show to whom the artide was delivered and the date I c delivered. Consult postmaster for fee. LL I 0 v 3.Article Addressed to: 4a.Article Number • � , d ENN`` 4b.Service.Type, yp ❑ Registered ed, lin ��D��(� y�� (� ❑ Express Mail ' red LU � I olC.x ❑ Return Receipt for Merchandi OD z 7.Dat of D ivery 0 o M 5.Received By: (Print Name) 8.A r ee' Met;(Onl q st W in ¢ Y � 6.Signature:(Addressee or Agent) m X Ps Form 3811, December 1994 omestic Oturn eceipt a ss UNITED STATES POSTAL SERVICE Postage Mail Postage&Fees Paid USPS Permit No.G•10 • Print your name, address, and ZIP Code in this box• N DWA'N El, SMITH AttomeY At Law 315 Liberty Square Danvers, MA 01923 - P 511 437 382 us P"S;ja Service � eipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail(See reverse to dUr SI NI:T. P ce, e,& I Cod t Postage $ Cerdfied Fee clot Attn: Mr. Ray LaMacchia St Joseph's Credit Union Special Delivery Fee 336 Lafayette Street Resmaed Delivery Fee Salem, MA 01970 N o' Fiekrm Receipt Showing to _ Whom&Date Delivered n Rehm Receipt Shoring to Whom, a Date,&Addressee's Address C W TOTAL Postage 8 Fees $ a Postmark or Date a. a as P 511 437 383 usostal Service Ri eipt for Certified Mail No I urance Coverage Provided. Do not use for International Mail See reverse Srug- Jy\ S 8 bFr P Office,Slate, IP CW Postage $ Mr. Frank Brachanow Certified Fee , 4 Pinewood Road Special Delivery Fee Groveland, MA 01834 I Resbicled Delivery Fee Whom Receipt Showing to Whore&Date Delivered O n Realm ROMOSM'aai MMM,, Q Dale,&Addressees Address 0 TOTAL Postage&Fees $ , CO Postmark or Date COMMONWEALTH OF MASSACHUSETTS VPF; TJ f I ? EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS jm 1 (( 1997 8 DEPARTMENT OF ENVIRONMENTAL PROTECTION i:'sTY Z.t=: tti.i?IL'1 ONE WINTER STREET; BOSTON, MA 02108 617-292-5500 {-j;;ri,;HNOF!J'„ �N WILLIAM F.WELD TRUDY COXE Governor Secretary ARGEO PAUL CELLUCCI DAVID B.STRUHS Lt.Governor Commissioner July 18, 1997 Smith & Smith, Counsellors at Law 315 Liberty Square Danvers, MA 01923 Attn: Dwain B . Smith re: APPLICATION INCOMPLETE: INFORMATION MISSING Application for: BRPWP64C APPROVAL OF INSTALLATION OF ALTERNATIVE SYSTEM FOR REMEDIAL 8 Wyman Ave. , Salem, MA Dear r:Dwain: The Department has received your letter dated July 15, 1997 requesting to install an alternative system at the above referenced location for remedial . In accordance with 310 CMR 4 . 00, "Timely Action Schedule and Fee Provisions" promulgated on November 9, 1990, DEP must receive the application and fee, with an accompanying transmittal form before it begins processing your application. Your submittal was lacking the following: Transmittal Form (Please fill out the enclosed transmittal form and submit it along with a cover letter explaining that the check and/or application form has already been submitted. ) Application (Please fill out the enclosed application form and submit it along with a cover letter noting that the transmittal form and/or fee as appropriate, has already been submitted. The transmittal number that originally DEP on the Wodd Wide Web: http://wuwH.magnet.state.ma.us/dep C j Panted on Recyded Paper Application Incomplete : Information Missing Page : 2 accompanied the application form should be noted in the letter. ) Permit Application Fee (Please submit payment for the amount indicated on the enclosed payment transmittal form. ) Please note that payments must be submitted to the address on the payment transmittal form. All other information requested should be sent to the appropriate permitting application review location. The enclosed transmittal forms must accompany all submittals . Upon receipt of all required materials and confirmation that the appropriate payment has been received, DEP will begin processing your application. For further information about the permit application procedures, please contact the DEP Information Service at 1-617-338-2255 . The Timely Action Schedule and Fee and Regulations (310 CMR 4 . 00) may be obtained from: The Bookstore, Room 116 The State House Bookstore The State House 23 Elm Street Boston, MA 02133 Springfield, MA 01103 (617) 727-2834 (413) 784-1376 Sincerely, JChristos Dimisior s Environmental Engineer Wastewater Management Program enclosure yb 126296 . 000 CC : John & Patrica Miller, 8 Wyman Ave . , Salem, MA 01970 Salem BOH HANCOCK D Cel l W4 4C G O[� GG3LQ[ �[ �44LQC� Engineering Associates 235 Newbury Street,Route 1 North Danvers,MA 01923 JUN 1 j 1997 (508)777-3050 (508-774-7816 FAX DATE JOB No p (508)352-7590 (508)283-2200 CITY OF SAL& 97 'E52 / (617)662-9659 HFA!TFC DEPT ATTE"TIM TO a gIXl >1 oe-0.& �1�) RE: IyorN S�. 4L_>0 U ' ' MA nJ<:): 1O mA WE ARE SENDING YOU A hed L1Under separate cover via VVYari the following items: ❑ Shop drawings ❑ Prints �ns ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. GG-` ,� DESCRIPTION �J 1 Q ?1 I'A O 10 THESE ARE TRAIN�D/Q ;IT-FED s checked below: el_x E approval ❑ Approved as submitted- ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution . ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS j:IE 4•es� o r-e ahs/ �a t reSEi of,5 COPY TO //nnJJ SIGNED: II-jc� /f enclosures are not as noted,kindly notify us at once. \ \\\ � ` \ � � `� \ � � \ � � � � ��, � ,, �, ,, � � \ \ `\\ \ � i � � � � \\ � �� � � i ` \ \\ \ ` \ \ � � �� `�' � \ �� \ ` \ � ` \. � �' �- , � �\ � �\ �\ ` 9 \` �` \ �- \n Q 1 TO -DATE .� _. ttpm , FRO AREA CODE 0i SIGNED VHUN&V .,. . • %i� L' Im � � N UmEw SEE 6 1997 310 CMR 10.99 (,ITY t;;tj=:+t1tCN1 DEP Fite Mo. (To be provided by DEP) Form 2 ' City/Ton Salem App(icant_Patri.cia Miller Commonwealth of Massachusetts Date Request Piled July 1, 1997 Determination of Applicability Massachusetts Wetlands Protection Act, G.L. c. 131, X40 From Salem Conservation Commission Issuing Authority - TO natriria miTTar Same (Name Of Person making request) (Name of property owner) Address 8 Wyman Avenue, Salem, MA Address This determination is issued and delivered as follows: ® by hand delivery to person making request on July 25, 1997 (date) ❑ by certified mail, return receipt requested on (date) Pursuant to the authority of G.L. c.131, 540., the C-Om 1A•'s51on has considered your request for a Determination of Applicability and its sup- porting documentation, and has made the following determination (check whichever is applicable) : Location: Street Address—8 WVman Avenue and 1 limon Ctre,gt Lot Number: 1 and 2 This Determination is positive. 1. ❑ The area described below, which includes all/part of the area described in your request, is an Area Subject to Protection Under the Act. Therefore, any removing, filing, dredging or altering of that area requires the filing of a Notice of Intent. 2. ❑ The work described below, which includes all/part of the work described in your request, is within an Area Subject to Protection Under the Act and will remove, fill, dredge or alter that area. Therefore, said work requires the filing of a Notice of Intent. 2-1 Effective 11/10/89 f i 3 . 0 The work described below, which includes all/part of the work described in your request, is within the Buffer Zone as defined in the regulations. and will alter an Area Subject to Protection Under the Act. Therefore, said work requires the filing of a Notice of Intent. This Determination is negative: 1. ❑ The area described in your request is not an Area Subject to Protection Under the Act. 2. ❑ The work described in your request is within an Area Subject to Protection. Under the Act, but will not remove, fill, dredge, or alter that areL. Therefore, said work does not require the filing of a Notice of Intent. 3. [3 The work described in your request is within the Buffer Zone, as defined in the regulations, but will not alter an Area Subject to Protection Under the Act. Therefore, said work does not require the filing of a Notice of Intent. Per conditions of BOH letter dated July 1.5, 1.997 annual certificati to Commission, recorded with deed this Determination, and maintain in accordance withma ufactur 4. [:] The area described in your request is, buojecc to rrotection tinder the�(ct, but since the work described therein meets the requirements for the following exemption, as specified in the Act and the regulations, no Notice of Intent is required: Issued by Salem Conservation cnmmiceinn Conservation Commission Signatu- �(s) A� fi LLhtt✓� L ' Thi etermination mu be signed by a majority of the Conservation Commission. On is 24th day of July 19 g7 before .me personally appeared the above mentioned to me known to be the person described in, and who executed, the foregoing instrument, and acknowledged that he/she executed the same as his/her free act and deed. D v Y Notary Ptnblic My Commission Sxpires This Determination does not relieve the applicant from complying with all other applicable federal, state or .local statutes, ordinances, by-laws or regulations. This Determination shall be valid for three years from the date of issuance. The applicant, the owner, any person aggrieved by this Determination, any owner of land abutting the land upon which the proposed work is to be done, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the Department of Environmental Protection to issue a Superseding Determination of Applicability, providing the request is made by certified mail or hand delivery to the Department, with the appropriate filing fee and Fee Transmittal Form as provided in 310 CMR 10.03(7) within ten days from the date of issuance of this Determination. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and the applicant. 2-2A i r • PLAN INTL�NT ENCHMARKS :. C011/3 ELEVA 170NB , . x TRUCTION KEY� NOTES - , OF ; . , (NOTA CANS7RUC77&V SEQUENCE ' THESE,DRAWINGS ARE INTENDED TO L DA J`UM. N.G. V.D. 0 1929 SHOW CONSTRUCnOV REQUIREMENTS A '.1•. ./ FOR A SUBSURFACE SEWAGE DISPOSAL NO. DESCR/PT/ON E. :SYSTEM. , INSTALL WISCANS/N MOUND. - . .� -� •� � ., .r. I, TOP OF STONE BOUND 97.63 +';'•< 2 KEY-NO7E DELETED 3 'INSTALL SE'P7TC TANK. 2. ,.4 • s ., . . OPUMP EX/S77NG CESSPOOL. nu WI rH e4-/NCH M/NUS CLEAN,.... GRANULAR SOIL. O KEY NOTE DELETED LEGEND LOCUS 'IWAP SCALE ,- . S > KEY NOTE DELETED ♦` ' PROPOSED 7� KEY NOTE,DELETED WV S \ , YMAN A !/E. � os 7 DEEP 0/L OBSER�AnGiV HOLE' $ LOAM ANb HYDROSEED ALL DISTURBED AREAS. , –I ro?_- - O SP2 SA`L PROBE zI e GM5 GROUNDWATER MONlrO1z/Nc wFLL ; 9� ROUTE EX/ST1NG BUILDING SEWER TO NEW SE TANK. -- \/ __ OH i _ v PT6 K — �— r: , $ ---.--"-'�.. Y PE'RG1;LA nGW TEs � T PROwERTY LIME REMOVE EX/SP/VG ABOVE GROUND POOL 11-b — CAN LINK FEN CE• r c�cce�or STAVE WALL POST & RAIL 'FENCE 0 / I ❑ STOCKADE FENCE O - --- -- zr EDGE OF PAVDNENr EDGE OF GRA ien OR DIRT ROAD >zd 0 i INSTALL COMPOSPNG - x ,33 SPOt EZEVAPON C 1 �`0 EZEVA7/LW CCNr0URTOILET /N DWELLING I ssl INIERM/TIENTS77?EAM, ORA/NACED/TCH, AREA = `,6,50" S.F.\ A Y OR EDGE OF -SEASONAL PLWDlNC AREA SHOWLINE 95 v • o uM/T OF W£RAND REPLICA AAM AREA • O' .- LIMIT OF f00-fi20T 14E7LAAD BUfFFR ZOVE 0 — J�, n UM/T OF 100-1£AR 120012PLA/N A PLN �.... . _ STJRFAL.E' RUNOFF DIREC 63 UM/T OF BORDERING 166ErA7ED Nf T1 AN0 Fjfi2%�� I / ^h (', (Wf7H FLAG NUMBER) "J EDGE OF WnODS 0,4 BRUSfI (DRIP UNE) r.. 2_ 1010AK PROMINENT 7REE: NO. L£ADLRS10A./5PE0IE5 f 1-L to'OAK CX OUTCROP RO , •, / /. , � v �, � bra; r •, �, � � - ---r srt r FENCE --ct---e�- HAYBALE SYLr CHECK STONE RETAINING WALL ' `v COrVCRE7F RETAINING WALL �� / l res, . ~ ' — < 77MBER RETAINING WALLBUILDING, UGYr / �\ \• , _ 577EPS & OVERHANG 100 — --- _. --- 100 .. I ` �Ww -- OVERHEAD iNRE �'• , ,�•, b E---CSN BUR/ED nECMIC POWER AND MANHOLE £ V _ PROPOSED GRADE COVER COVER p BURIED 7EZfPHONE AND MANHOLE r--©– V 2 / 9 .�..,tar..�.� FORCE MAIN � FU !0• . - CB O•uN fag DIM -- --O = ST0, RM DRAIN, CATCH BA,7N AND MANHOLE -t7--SD--�- • � �iy Rn--l9 oS ROOF DRAIN ANO DOWNSJ�OUt uP PERFORA7FD UNDERORA/N av EX/SPNG GRADE e :' fOT ws -- WATER SERNGL� APPROXIMATE VS BASSYEVT FLOOR WATER MAIN AND VALVE 95 ES7IGW EL. 94.3 95 �� FIRE HYDRANT ST�� OGMES TELEPHONE BOX / 10 3 a O ` UPU Y PDL£ WITH GUY r r zV LQ 41 V,`Jl ` l LOT- • � � o a '. AREA = 6,050E S.F. 90 - A --- . -- 90 \ VARIANCE REQUEST .t REa&A nON REOU/RED PROVIDED 310 CMR 15.240 (5) MINIMUM DESIGN 2 BEDROOMS 3 BEDROANS ' 2 310 CMR 15.104 (4) ONE PERC TEST/N NONE (W1SC(N/SYN MOUND) MARY AREA. W PRIMARY 4' 310 CMR 15.212 4' SEPARAnON TO MiOil Mi N OUIVOWATER , .. o' Q' / = Q' PLAN ._ 310 CMR 15.240(1) 4' NAIURAl1Y OCCURRING NONE FLOW PRO�t.G '_ PERVIOUS MATER/AL VALE. 1'- BM/f 1 Y ,• SCALE: 1=f0' (HORIZONTAL) 1=2' (VERPCAL) DESI&V• JBS I CERnFY THAT /N octoBER 1994, l PASSED THE EXAM/NAnQ1/ APPROVED TSI X /I/IAF BLOCK LOT Oy SEWAGE QIs'hQS'AL $'Y,�j']�II�I . BY THE DEPAR7MENT OF ENVIRONMENTAL PR07EC770H AND 7HAT INE SOIL SHEET g' g IIF PLAN AND PROFILE ` DFtAw1v Rc/ro 2 1 Associates EVALUA7701V WAS PERFORMED BY ME CONSISTENT WITH 7HE REQUIRED A S TRAINING, EXPER77SE; AND EXPERIENCE DESCRIBED IN 310 CMR 15.018 (2).� ) En ine pry OF N.S.AS�INC. + . CHEICKED: JJS 2 2 r' 5; 235 NEKIURY STREET, DANVERS, MA. 01923 8 WYMAN. A VE VOICE 508) 777-3050, FAX (508) 774-7816 - T a N ✓Afn !78 SALEM MA SCALE.-AS SHOWN CER RfMD SOIL EVALUA TOR ( � 1: JJS JJS 4/28/97 . B.O.H. COMMENTS JOSEPH SERWA TKA PREPARED FOR.- ST. JOSEPHS CREDIT UN/ L NO. . BY APP, OA TE. RENSIaN DESCRIPnON DATE 3/6/97 DATE Civil Engineers, Land Surveyors & Environmental Consultants ,`F '�: t - (df Y OF 'ALEPH tiCAl.TI-9 C)Ef11-. - ' ;g GENERAL NOTES DESIGN FZOW.• 220 G.P.D. X 0.6=132 G.P.D. (409 CREDIT FOR COMPOSANG TOILET) 1. Locations of existing underground utilities/obstructions/systems shown hereon are LOADING RATES. BASAL - 0.3 GAL./DAY/ .F a roximote only. All utilities obstructions s terns mo not be shown. Contractor shall be °' crssER►rA7lav LINEAR - 4.0 GAL./DAY/L.F. responsible for locating and protecting al underground utilities obstructions s tems tY TR/BUIKtrV • 7� SA2 A 4 0 _ &COVER IF ACCESS wether or not shown hereon. 9 9 / SAND f7LL 1 0 GAL./DA Y/FT 2 g p /is G.4TE724L OR CAP = AL. 1 G L. T. T.2 - 4. /RED C.I.C/ FR B = 1 G L.IA V F4 GAL/D YA.F F FT. FT MANHOLE RISER R TANK WIDTf/ 6 6 • Unless otherwise shown, all new utilities shall be underground. 32 A /D Y// Y/L 33 0 EOU " 2 f1L7E7?` b/S7R/BU770N BASAL {!90TH (A+1), A-1 = 4 GAL/DAY/L.F. / 0.3 GAL./VAYlF ..2 A-1 = 13.3 FT. I = 9.3 FT. 4 TOP (6 H-20) _ - f17BRG LA D = GROUNDWATER AT 2.O'(M/N. - 0 = 2' SAND FILL; D = 24 /N. MIN. 3. Contractor shall famish construction layout of buildingand site improvements This >�nat E = 12.59 SLOPE- E = 24 / (.125)(48) = 30" 1/8" WEEP HOLE work shall be performed by a Professional Land Surveyor. Property lines shown F _ /N hereon ore approximate. 9 GATE VALVE 7t 'SOIL - ;.. .. z ' H ''^'' .•�.- G G = 12 /N. "VENT 4. Safety measures, construction methods and control of work shall be responsibility 3 F- 'r. H = 18 IN. CHECK VALVE of Contractor. p r'=:. = [ 3) (24+9+12 /N. / 12 /N./FT.J = 11.25 FT. •3" 4 DIA INLET -,M�e ` . K - 3 1/2(24+30)+9+18) IN. / 12 /N./FT,J 13.5 FT. ELEVAAONS MAX. L/QU/D 5. Contractor shall be responsible for repair and/or replacement of any existing improvements , „1� _., , �,,�,,,euacw l - f j0+9+12) / 12J f2.75 FT. (SEE BASAL W1D7H ABOVE) LEVEL=OUTLET /NV. damaged during construction that ore not designated for demolition and / or removal ___� ALARM ON: 91.50 L = 33 FT. + 13.5 + 13.5 = 60 FT. (REVD PER B.O.H) _ _ ' hereon. Damaged improvements shall be repaired to the satisfaction of their x /T` AGl7EGA AIREAL PIPE TO W s 4' + 12.75 + 11.25 = 28 FT. (REVD PER B.O.H.) " respective owners. P1/An 90.70 PUMP ON. avro41ID v-SHAPED 5 -8 ASSOQPrIOV AREA PL HIED aPE�zow 5? (Av u4[7 ' 6. This plan is not intended to how on engineered bui7din foundation design, which ),ER LAYER PUMP OFF: 90.25 ' would include details and final elevations of footings, walls and subsurface " droincge to prevent interior flooding. See architectural and/or stmcturo/ drawings. SCH 40 PIPE TEE WISCONSIN MOUND DES/GN CR/TER/A SUMP: 89.75 " 3 OPEN A T TOP (TYPJ 4" Any intended revision of the horizontal and/or vertical location of improvements to 7 A ` be constructed as shown hereon shall be reviewed and approved by Engineer prior 0W To2SDR 21 12'-0" to implementation. • Irt.Ro" " P. V,C. FORCE MAIN PUMP POWER & HolST 3/4" TO 1 1/2" 8. Rim elevations shown for new structures ore approximate and ore provided to assist 6" DEPTH OF STONE Contractor with materia/ takeoffs. Finish r!m elevations should match pavement, grading .'" 16 CF OF CONCRETE TO BE or londscoping, unless specifically indicated otherwise. PLACED /N PUMP CHAMBER 9. Where existingutility lines/structures ore to be cut/broken down/ abandoned, /fines/structures r [11 LOAD RA ANG.• HIO shall be pluged/ opped/filled in accordance with owner requirements Q i ----- -- --- - ---- -_ _----_--_-_ [2J MANHOLE RISER REOUIRED: YES IF YES, APPROX. DEPTH 10. All work on sewage disposal system shot/ be completed by o licensed `disposal works insto/ler". Y - OF COVER OVER RISER RIM: 12 INCHES t.... . _ - J 11. The issuance of a disposal system construction permit or a certificate of compliance [3] /F SIDE INLET OF SEPAC TANK /S USED, EX7END INLET shall not be construed as to conformance with final architectural plans and zoning ordinance. De$nR Y7XW �`. PIPE TO INLET BAFFLE AT CEN7ER OF TANK. OUL LArV 12. Proposed building foundation configuration and location on the lot as shown are conceptual ABS6WPTIAW [4] PWERE UNDER OR ADJACENT AREA TO BE PAVED, COMPACT and shall be verified as to conformance with final architectural plans and zoning ordinances AREA BACKf7LL TO 959 PER ASTM D-1557. prior to construction. [5] UNDISTURBED SOIL OR SUBGRADE COMPACTED TO 959 13. Composting toi7et is to be installed cs port of this design. [- SOIL /GST DA TA ��^�^/� �M /+ �+ /� v 14, fie contractor shall verify proposed building sewer pipe invert and report to Hancock ` 1501✓W GALLON COMS/IWA 170N 85fW TAN/ Engineering Associates pnor to construction. Owl1f4'HOLESSPACED3'FEFT Gl ! // 15. All sewage disposal system components are greater than 400 feet away from surface water APART ON BOTTOM OF PIPE (310 CMR 15226, 15.227) reservoirs and greater than 200 feet bom tributaries to surface water reservoirs. TYPICAL CROSS SECTION 16. The design engineer shall provide on-site supervision of the system installation. DIMENSIONS NOT TO SCALE A B D E F G H I ✓ K I L W EVALUATOR.- JAMES SCANLAN & JOSEPH SERWA TKA 4=0" JJ'-0 24" 1 30' 1 9' 1 12" 1 18" 1 27t 11=3" 13'-6"60'-O 551 1 W17NESS. JOANNE SCOTT DEEP SOIL G>gS HALE DSI DS? DA 7E 9/16/94 8/17/96 MADE EL 95.5 94.5 _ 1, FIRST COMPARTMENT : 2009' DAIL Y FLOW = 264 GAL. - E57IGW EL 9.7.8 94.5 _. __. ' 2. SECOND COMPARTMENT : ' PUMP CHAMBER = 55 GAL. - • Cos Gw EL - - Bomw EL. 930 925 3. USE: 1500/500 GAL., 2 COMPARTMENT TANK , f nq ' SEP 77C TANK COMPUTATIONS e 2 TOP & SUBSOIL 32-342" vsR Y WET S7L Y SAND/CLAY (310 CMR 15.223) 42" LEDGE REGULATORY NOTES 0-10" Ap SL IOYR3/2 1. Contractor shall contact Dig-Sofe for underground utility marking of 1-800-322-4844 10-24" Bw SL IOYR4/6 MANY STONES at least 72 hours prior to commencement of any work. GW TO SURFACE 2 Contractor shall coordinate and obtain all construction permits required by POSSIBLE REFUSAL AT 24" DOSING CHAMBER VOLUME regulatory authorities. 1. FORCE MAIN LENGTH.- 27 FEET J. Contractor shall make himself aware of a// construction requirements conditions, 2. FORCE MAIN DIAMETER.- 2 INCH and limitations imposed by permits and approvals issued by regulatory authorities prior to commencement of any work. J. FORCE MAIN VOLUME- 4.4 GAL. 4. All work outside of bul7ding that is less than 10 feet from the inside face of building 4. MAX. f DOSES PER DAI Y 3f foundations shall conform with the Uniform State Plumbing Code of Massachusetts, 5. A VERA GE DAILY FL OW.' 132 GPD 248 CMR 2.00. 6. MIN. VOLUME PER DOSE 55 GAL. 7. EMERGENCY STORAGE REQUIRED (5.): 132 GAL 8. MIN. TOTAL VOLUME REQUIRED BELOW INLET (6. PLUS' 7.): 182 GAL. IMPORTED SOIL RLL SPEC/RCA TION (310 CMR 15 255) 1. Imported soil fill moteridl for system construction fill may consist of select on-site soil, or imported soil. FLOW PUMPS SEG)VEly DIA, (/A(. MA1E"R/AL SPEC M/N, SLOPE (/NfFT.1 1. NO. O - PUMPS REWIRED: ONE 2. Imported sort fr7/ material shall be comprised of clean, granular sand, bee from organic matter 1. BUILDING USE : SINGLE FAMIL Y DWELLING and deleterious substances. Maximum particle size shall be 2 inches. BUILDING TO SEP77C TANK/PUMP CHAMBER 4 PVC SCH 40, ASTM D1785 114 2. N0. OF BEDROOMS 2 8.2. STA HEAD: 6 FEET : PUMP CHAMBER TO WISCONSIN MOUND 2 PVC SDR-21, ASTM D2241 N.A. J. TOTAL DYNAMIC HEAD AT FLOW 20 FEET 0 40 GPM J. A sieve analysis shall be performed on a representative sample of the h71. Up to 459 by 3. DESIGN NO. OF PEOPLE : 4 weight of the fi7l sample may be retoined on a 14 sieve. A sieve onoyfsis shall also be WISCONSIN MOUND 1 " PVC PERFORATED SDR-2/ ASTM D2241 N.A. 4. DESIGN FLOW : 33 GPD/PERSON 4. SOLIDS HANDLING.• 1-1/2" MIN. performed on the fraction of the fi71 sample possin the 14 sieve. Such analysis shall [1J ALL PIPE SHALL BE PROPERLY BEDDED, HAUN(^HED, BACKFILLED. ALL JOINTS SHALL BE WAIFRAGHT. 5. TOTAL DAILY FLOW : 132 GALLONS 5. MANUF./MOOEL (OR EQUAL) PEA BOO Y-BARNES demonstrate that the material passing the 14 sieve meets the following gradation: [2J PERFORA77ONS DOWN AT 5 AND 7 O'CLOCK 6. GARBAGE GRINDER : NO SE411 Effective Percent Sieve Particle Size Passing Sieve 4.75 mm FLOW COMPUTA TIONS DOS/NG COMPUTA 77ONS X50 0.30 mm too° Ta too oo RPE SPS CIRCA 7TONS If 00 0.15 mm 0 To 20 (310 CMR 15.251) (JfO CMR 15.242) (310 OWR 15.255) ,{200 0.075 mm D To 5 DESIGN.. U&S �;� SEWAGE DISPOSAL SYSTEM SHEET DRAWN' Rc/ro Engineering Associates DETAILS' AND G'Q/�PUTA 7701VS' 2 Or 2, - CHECKED: ✓✓S A WASION OF H.S.A., INC 8 WYMAN AVENUE 235 NEWBURY STREET, DANVERS, MA. 01923 JOB SCALE: AS SHOWN VOICE (508) 777-3050, FAX (508) 774-7816 SALEM] MA NO I JJS ✓JS 4/28/97 B.O.H. CONMEIVrS ? ly Q " DATE 2/28/97 = v NO. BY APP. DA 7E REV7570N DESCRlPAON Civil Engineers, Land Surveyors & Environmental Consultants PREPARED FOR: ST. JOSEPHS CREDIT UNIOV �1 7 CITY CP:kLLN1 I..I:_AIT`I DEPT. I I i .: . 4 _ — _ T §, $. ^'"V .. ".c. , ....4 4 ,. _ 'a ...,i`.,. .L.. ,. ,".. q .a 4 . ... Y , , i, . . .fir , f . - ,. i,-i:'. , .., w f „ .L,,. L: „t,� r T51 'I:"� 1....e , "A ..'.. - .+.,. +.,. .....,:a..,:. .. r•'l. t :v. e K .r t a. . _ _ .... (...,, h A' .. , , r r , q a k , 1 r. ., Y , b •„ : �` .r - . , , _ , , " EA%87RUC770N :-KEY NOTES. ' PLAN INTENT - ELEVA / ON BENCH MARKS \,f c , . ;" ,' •', NOT.A':CGtNSTRUCAON-'SEQUENCE t :, '' ' r , ( . r ) THESE DRAWINGS ARE INTENDED TO A DA TUM, N.G. V.D. OF 1929 x r } a , SHOW CONSTf?UC77AN REQUIREMENTS 1 ,••,, o- kx w Y. '.) tl xa - - , i, 4 , ,r . .. s ' "' _ ' !. '.INSTALL WISCONSIN MOUND " ' SYSTEM. B SEWA D/ AL Lqn ,��• p' . y l r" a Map onP ge 90-91 `^tea �, b FOR A SU SURFACE GE SPOS NO. DESCRIPT/ON `'.. r r ' ,f `KEY NOPE DELETED' F YET , ' I• TOP O STONE BOUND 97 63 Y , q , '� /NST.dLL SEPnc. TANK S�T� " ♦ : � , h} 'a. : r w ; PUMP:fX/SANG CESSPOOL -FILL,W17H 6-/NCH M/NUS ; a a / '' ` ` ,; GYL'AA; 67AAkiLAR SOIL: 3. , i '�5 KEY lVO_TE DELETED ��. �� .. - %h , _ ;� < 'h =o,�� �,-VPS LOCUS MAP ,, ! 1 •, h t �� KEYNOTE LEGEND scACE`" 1" "'x� t i ,.' l F m �l 4-:. Y J ti ", " �"��'K£Y.ivOTEDELETED �` FXL�II�Sr PROPOSED >} ; " '� ' -"4 " ; �, • ` K , x `' -� r `, WYMAIV A I/E `� .' DS7 acEP Sac aes£RYAAav NOBLE ;' ' 8 lOAM AND HYDROSEED ALL D/STURBEb AREAS. `�?,_ -KJ "' j �' - \ i �o�_ - O SP2 SAY PRC14E ` H p .'x r x , r�I`�,- "_`` '- - - e GMS GROUNDWATER MOIY/TA4/NG 14EZL 9 ROfITE EXISANG BUILDING SEWER TO NEW SEPJ7C TANK. I Y 4 ,F „Y,. H _ r Prs PERCGYAAOY IE3r " . � T °"' YO REM ) E*S`6Vb+ABOVE GROUND POOL S O \ 109.78 '- -_---JHLI� -- — PROFERTYUNE i k v ,� ': ,\ \\ `�\ I' I ,1 / ._. `,\ '• i —x x-- _X X-- OHA/N LINK FENCE / i A yQv ���u / ` T <�a oc STONE WALL / y O POST & RAIL FENCE O �> .y \ ss- I . //�y, Q�G� / \ O STOCKADE FENCE m �> € '. \ , . x ° ; , ' --- -- , / . �Q , -- — EDGE OF PAVEMENT y� EDGE OF GRAVn OR DJR AD yr , 't " \ \ _ — \ 1 TRO \ , h h _ ! �� . x rJJ SPOT EZEVAAON t33 a \ I _ INSTALL COMPOSANG L R\, , ` `, a f k - T /N DW£ IN x� s< ELEVAAAV CAV TOUR / �° TOILE LL G �' I s21 __ ---_ /N1E7?M/T7ElVT SA?EAM, ORA/NAGE D/TG �- j0T 2 -- --- - _ • J - - / % , � OR EDGE OF SEASONAL POVDING AREA . ,� AREA = `,6,50&f S.F. �- � s r � �; `—_ _ a�E uNE o t o. *Y r w, �' s O UM/T 01� WETLAND REPLICA A� AREA • O — ' ` / !p° i O UM/T 01� 100-FOOT WE7L4N0 BUFFO? IQVE O /� -- _ i UM/T OF 100-YEAR fL000PLA/N • . . R �. �� I , ` FI/ - ` ' r sn .. SYIRFALL� RUNGt�F D/RECALYV -.a... y , W. v,! . . Bio t /h I \ I� 1o� ', `} - *-_3 UM/T -BORDERING VEGETATED ;WMAND K ' .e •y vi �' ,- > _ , ` `, c�.� 9sa � �� 'v � �' (WITH fZAG NUMBER)• 1 \\ 1 `" \ �` ` EDGL� OF W"S OR BRUSH (DRIP UNE) _x 1-L r0 OAK PROMINENT TREE LA0. LEADE77S/blA./SPECYES ° ?-L f0"OAK r , g . , ,r " �3rii "J +I+1 /; ROCK OUTCROP (LEDGE) v o, ` ! \�O �� - ' sr FENCE b 4, r - i \ '\\ `_C�_xS HAYBALE SYLT CHELYC r ` �� x , .� , K r i '4 '.- ,,,' ,, t, - - - \ \ - -f%c` ' `1 !` -- - - __ -. ._..__ „_.._... STONE RFrA/NrNG WAL L ' ,: ,. " �k \ — . �� � CR A/N ALL -� .\- \` y COY ETE RET 1NG W f5' ' J ,`w �� i F Gs�i,„\ _�_�,,ti TIMBER RETAINING WALL ”{ "' , . , ,, , • r/ wvEo , U/LD/N GY/T A A A *fi • � = 100 ', foo -- - _ �,��\..\\�\ / F � e G, U " ,"i; x i. - a 1 I �' � T L-- STEPS cE OVERHANG s _ (///�1 .x ,.. t°< ? :` I� - - a+W - OVERHEAD ►NRE o'+K ", [ \ _ '.r „ ;'. 12" M/N. 8� M 01 o�0� f E- C�i��~ BURIED EZECA?IC POWER AND MANNGYE E , 1 /N � ,1 ' r r r. PROPOSED GRADE COVER COVER 0. - ,r9 s �c ; >MN nwv r } O .\,' -2 r--{1--- BURIED TELEPHOYE AND MANHIX£ Tom- . A.: 4 . .".., • , M!.' r y ` , cC9', q \ i } .mmlmwF,i/a�w�. FORX MA/N � F)V� 2 . ' Q ili fl - Sr --a — STORM DRA/N, CATCH BASILA AND MANHOYE -E�- \ /. fw 3 s ,a., tf. ...i:..,'. Jh IN" > . . „',. �.q`•J.s .fie, ..: - ? , '':,,...:: :' ` , OS D c ' \ --R?-{}-- RAIN AND DOWNSPOUT fv•-O- t w w ' \ , N ROOT D s'i'± I f ,, , E' S77NG GRADE ::.':':::;':;.:}l , '�?' tp-- PENFORA7ED UNOERORA/N to k ., F.i-, M rt ` :, - \, I 0. 1 �_ O d!l 4 Ws WATER sERNCE APPROXIMATE bASEMEA/TwELOO4 � _ = y \ �V ( ) \i . , , 1 r'EL: 95.41 . ":>_. ,,,, Q w --{X}- WA IER MA/N AND VAL VE w --►�- ` ' ., 0 ESI lGW EL. 94.3 < l 105 — 95 \ \�- - , 1` FIRE HYDRANT _ _ % , r -- __ \ 7ELEPHQV BOX a G k • _ .. e - E .- w , - 10 , 3 - \ ' �' S t` �' 'f., 1 x ' Lv"� _ * �' `•J `- \ —_— \\ 1, ,D7_ U70/UTY POLE WIIH GY/Y `�-• r 2 p WF.E __ r r ,, r Q O N2 � 0. b siY e , ,65` .+ 4:, �` r sr,r'V c Q ..Q ;8 1\ \ \ \ /• % •ti . Q + $' 3Y .¢ i s \ *e y .i ro . Qr. .� . ' .`.gam 'a � : � � \\ \\ \ , n]' ' '• / \\ " ,, �7 rF " -*k }:. off ' nl � `� �� . WF�4 �T�- k 1 o a AREA = 8 050E S.F. �. U h 90 \ fi , 9O ,, w . R y �. VAR/ANCE REQUEST / REGULA AON REQUIRED PRO LADED tt v >` . ^ `� ;r a_ �" 310 QL1R 15.240 (5) 3/BEDROOYNS GYV. 2 BEORDOMS " ", �'' � ' ' 310 CMR 15.104 (4) OhIE PERC TEST /N NONE (WISCOWS/N MOUND) �; 1 , , - T 1 f I H 1 f. ' ,0.V v, 0. /N rE IZ M 17 r.r -r PR/MARY AREA �' 1' f `f . , ` ' � I o O gTC E ,4 M r Z= 3' \• / 310 CMR 15.212 4' SEPARA AON TO 2' ` >v O 0 41 4 r ` '1 x "!") 'N ,fes .. ^ -__ \ ' v/i D E E U�, E Mi T.2 GRDUNDWA TER r , , LEb • \ , <, G Q N T Ro PLAN 310 CMR 15.240(1) 4' NATURALLY OCCURR/NG NONE ] tq "PSE ,` . x c _" i 1, - - f X10• FLOW / /7D�ILC ALE ` BM,¢1 PERNOUS MA 7E AL �� F . 3 .. 1 =10' ( J r H SCALE HOR/IGYVTAL) ''f UN 1 7 1991 . n 1 1'a2 �(c ' Cil A 03 ' (V£RACAL) '�;f .IE .. - r - 1 7 Q 7=.'^. AM DE� �5 .. Ak r".. / CERAFY"THAT /N OCTOBER 1994, / PASSED THE £XAMINA AON APPROVED TAX MAP BL OCK LOT r `� O ti4s � , . ® SEWAGE DISPOSAL SYSTEM F ' i' ° "' BY 7HE DEPARTMENT OF ENNRCNMENTAL PR07E'C77CVV AND THAT THE SO'L ,�' :� " SHEET ,� ., .r DRAWN : RC/TO ;i' --i . EVALUAAON.WAS PERFORMED BY ME CONS/S7ENT W11N THE RE4U/RED 2 1 .�,y�rF,�Kn !+ + .:,;, a, ;;;r:✓ s , .. , .' .::; ... . :a. , ::, , L -,:.:, :�.�1Z,1 ��•�,, En ineerin Associates 1:. Of' 2 4: ,,=v 7RAlN/NC, £XPER77SE, AND EXPER/ENOL DESGWIBED /N 310 QNR 15.018 2 . g g SITE PLAN AND PROFILE « _ ,_ (NECKED. "JJS O 2 2 :� A owls x s urc . ," •. �, 8 WYMAN A 1/E ' ' , 2, "' ,- ". ti;:cJaa 235 NENBURY STREET, DANVERS, MA. 01923 L .. r, r,�, -,'.. r.r : VOICE- 508 777-3050 FAX 508 774-7816 I z }.,. SCALE• AS:S110WN , ? ."r' ` v+�• �'�^-' �,-1( ' ,,. v0 . : -:v� N�j • CERITF/ED SOIL EVALUATOR ( ) ( ) SALEM, MA No ;, '� OSEPH SERWA TKA —t.�-a V4 ;✓✓S, 4/28/97 B•0.R. CaNMENTS ',_, : .. ..., J DA�]E B 97 DA 1� , . 3 G"�� y: . . ,` . ,_ Civil En eers, Land Surve ors do Environmental Consultants PREPARED FOR ST. JOSEPHS G7r'EDIT UNION . ����' Na BY APPl ,°r DATE REVIS/OIV;DESC14JPAON bm Y i. S `na A . _ . - , ` .:. ., is h :: . ,. �. ` " I i i I I I I I I I _ , - ♦ , GENERAL NOTFS :F DESIGN FLOW- 220 G.P.D. X a6=132 G.P.D. (40% CREDIT FOR COMPOSTING TOILET) LOADING RATS. BASAL - O.J CAL/DAY/FT.2 L Locations of existing underground utilities/obstructions/systems shown hereon ore :},r " " Q9S£RVA77pl' LINEAR - 4.0 GAL./DAY/L.F. opprox/mote only. A// utilities/obstructions/systems may not be shown. Contractor.shall be SAND RLL - 1.0 GAL./DAY/FT.2 responsible for locating and protecting all underground ut/7/t/es/obstrvctlons/systems, TLBE whether or not shown hereon. r� ,1 NS77tlB!/171�V TTop sm, A 4.0 GAL./bAY./L.F / 1 GAL./DAT,/FT.2 - 4.0 FT. C.I. FRAME&COVER /F ACCESS TEnat e _ MANHOLE RISER REOUIRED > _ 132 GAL/DAY// 4 GAL./DAY/Z.F. = J3 FT. » » » 2, Unless otherwise shown, all new utilities shall be underground. OrS7R/BU7]'G1V BASAL W1DIH Aft , A-1 4 GAL Y .F. WIDTH = 6 -6 f7L7t74 ( ) /DA /L / 0.3 GAL./DA Y1, ..2 A-1 = 13.3 FT. / = 9.3 FT. 4 TOP (6 H-20) TANK '`;FABRIC LATERAL D = GROUNOWAIFR AT 2.0'(M/N.) - O = 2' SAND FILL; D = 24 /N. M/N. J. Contractor shall furnish construction layout of budding and site improvements This E = 12.5X SLCPE, E = 24 / (.125)(48) = 30» 1/8 WEEP HOLE' shall be performed by o Professional Land Surveyor. Property lines shown A `' hereon are o roximote. G = 12 /N GA 7E VALVE 3"VENT PP 4. Safety measures, construction methods end control of work shall be responsibility .. GHECXK VALVE -., ; .♦ ,.:�. 1T >F .,:; , �•,. ..• H = 18 /N. of Contractor. G ' O �=:<` J = [ J) (24+9+12 /N. / 12 /N./FT.J = 11.25 FT. N' DIA F` ; 3 4 DIA INLET K z 3 1/2(24+30�+9+18) /N. / 12 /N./PTJ = 13.5 FT. ELEVAAONS MAX. L/QU/D 5. Contractor shall be responsible for repair and/or replacement of any existing Improvements ;4 w y� I 3 30+9+12 12 - 12.75 FT. SEE BASAL W1D7H ABOVE ?, �' c, o.m.WautGlV=ur�� • ' _ ) LEVEL=OWLET /NV. = f T + 1) /+ 1 = FT ( V P H ALARM ON: 91.50 damaged during construct/on that ore not des/gnoted for demolition and / or removal r L J3 F . J♦5 J♦5 60 (RED PER B.O. .) _ hereon. Damaged improvements shall be repaired to the satisfaction of their ti F QAS4L PIPE 7O W - 4' + 12.75 + 11.25 - 28 FT. (REV'D PER B.O.H.) respective owners. PUMP ON 90 70 _ AGGREGATE - AREA PL0►sED FrFr E+Ezow scuv U � - 6 ABS&b*T0V AfieA LAYER This pion is not intended to show on engineered budding toundot/on design, which �° lNYfR7ED U 9fAF'ED 5' tj" PUMP OFF. 90.25 would include details and final elevations of footings, walls and subsurface Tnoge to prevent Interior flooding. See architectural and/or structural drawin s.r rm 4 7 3" OPEE 7FE N4A P TOP (TYP� » ilio g M WISCONSIN MOUND DESIGN CR17EIWA SUMP: 89.75 4 7. Any intended revision of the horizontal and/or vertical location of Improvements to be constructed as shown hereon shall be reviewed and approved by Engineer prior'. PPE TO 2` SDR 21 12�0" " to implementation. P. V,C. FORCE MA/N PUMP PO dr HOIST 3/4 TO 1 1/2 8. Rim elevations shown for new structures ore approx1mote and ore provided to assist 6 DEPTH OF STONE Contractor with material takeoffs. Finish rim elevations should match pavement, grading PLACED /N PUMP CHAMBER or landscaping, unless specTricolly indicated otherwise. 16 CF OF CONCRETE TO BE 9. Where existing utr7it lines structures are to be cut g y /broken down/ abandoned, Anes/structures,, +* i [1] LOAD RA17NG. H10 shall be plug filled #7accordance with owner requirements Ire __ __ ____ __-___ 1 c� 1 [2J MANHOLE RISER REQUIRED: YES 1F YES, APPROX. DEP7H work on se so em shall e completed /censed "d' ___-___ _ _ wage disposal system l/ b amp/et d by o /' 'disposal woks Installer , � f0 All rk ------ "" J OF COVER OVER RISER R/M. 12 INCHES 11• The issuance of o disposal system construction --- --- sP ys permit or o certif;cate of compliance [J] /F SIDE INLET OF SEP77C TANK /S USED, EX7FND INLET shall not be construed as to conformance with final orch/tecturo/ plans and zoning ordinance. lVS77t/BU770Y1r "� PIPE TO INLET BAFFZ£ AT CENTER OF TANK. LA 'L 12. Proposed building foundation conAgurotion and location on the lot as shownare conceptual CENT AREA TO BE PAVED CGMPACT and shall be verified as to conformance with Ano/ architectural plans and zoning ordinances ABY*?P7XW [4] WHERE UNDER OR ADJA ARt-A 8ACKf7LL TO 95�' PER A57U D-1557 prior to construction. [51 UNDISTURBED SGML OR SUBGRADE COMPACIED TO 95X 13, Composting toilet Is to be instal/ed as part of this des/gn. ' r = SOIL TEST DA TA 14. The contractor shall verify proposed building sewer pipe invert and report to Hancock 1500/500 GALLON COMB/NA TION SEP77C TANK Engineering Associates prior to construction. !E K/fi4'HOLES SPACED 3'FEET APART ONBOTTOM OFPIPE 15. All sewage dispose/ system components are greater than 400 feet away from surface water (310 GXfR 15.226, 15.227) reservoirs and greater than 200 feet from tributaries to surface water reservoirs. J k TYPICAL CROSS SECTION 16. The design engineer shall provide on-site supervision of the system installation. DiMEN90NS NOT TO SCALE A 1 B 1 D E F G I H I / I J K LW EVALUATOR: JAMES SCANLAN d JOSEPH SERWA7XA 4=0' J3-0 24' 30" 9" 12" 18" 27'6 ll SSt W777VESS. JOANNE SCOTT DEV:) SOL 045 HaE DSI DS? DA 7E 9/16/94 8/17/96 GRAOL�EL 96.5 94.5 1. F7RST COMPAR72wENT : 20OX DAILY FLOW =-264 CAL E,SIICW EL 9z8 94.5 2 SECOND COMPARTMENT • PUMP CHAMBER 55 GAL 04S GW EL. - - sor7w EL 95.0 92.5 J. USE: 1500/500 GAL., 2 COMPAR7IUL TANK r. ' 46E077C TANK COMPUTA 770NS 0-J2" TOP do SUBSOIL 32-42` VERY WET SYLTY SAND/CLAY (J10 CMR 15:223) 42` LEDGE REGULA TORY NOTES e I. Contractor shall contact Di Sofe for under y morkin round ublit r 0-f0" Ap SL f0YR3/2 9- 9 9 at f-800-322-4844 f0-24" Bw SL f0YR4/6 MANY STONES at least 72 hours prior to commencement 'of any work. GW TO SURFACE 2 Contractor shall coordinate and obtain al/ construction permits required by POSSIBLE REFUSAL AT 24` DOSING CHAMBER VOLUME regulatory authorities. f. FORCE MAIN LENGTH. 27 FEET J. Contractor shall make himself aware of all construction requirements, conditions, 2. FORCE MAIN D/AME7FR. 2 /NCH and /imitations imposed by permits and approvals issued by regulatory authorities prior to commencement of any work. h J. FORGE MAIN VOLUME- 4.4 GAL 4. All work outside of budding that is less than 10 feet from the inside to of budding 4. MAX. / DOSE-S PER CA Y- 3f foundations shall conform with the Uniform State Plumbing Code of Massachusetts, 5. AVERAGE DAILY F7OW132 GPD 248 CUR 2.00. 6. M/N♦ VOLUME PER DOSE 55 GAL. 7. EMERGENCY STORAGE REQUIRED (5): 132 GAL. 8♦ MIN. TOTAL VOLUME REOUIRED BELOW INLET (6. PLUS 7.): 182 GAL. IMPORTED SOIL FILL SPE IRCA770N pia CMR 15.255) I. Imported soil All materiel for system construction Al/ may consist of select on-site sod, or imported soil. FLOW 2 Imported sod fi71 moterio/ shall be comprised of clean, ranular sand, free from organic matter A�ELYI D/A, (lN.) MAI lER/AL S MIN. SLOPE (lN/FT.J 1, BUILDING USE : SINGLE FAMILY DWELLING 1. NO. OF PUMPS REWIRED: ONE p P g g BU/LD/NG TO SEPTIC TANK UMP CHAMBER 4 , PVC SGY/ 40, AS11U 01785 114 and deleterious substances. Maximum particle size shall be 2 inches. { �' / 2. NO. OF BEDROOMS : 2 2. STA HEAD: 8.6 FEET PUMP wAmBsR TO 'wscoVS71v MOUND 2 PVC SDR-21, AS7M 02241 N.A. J. DESIGN NO. OF PEOPLE : 4 J. TOTAL DYNAM/C HEAD AT FLOW 20 FEET 0 40 GPM 3. A sieve onolysis shall be performed on a representative sample of the fill, Up to 45X by weight of the fill some/e may be retained on 0 4 sieve. A sieve ono sis shall also be WfSCLANS/N MOUND f PVC PERFORATED SbR-21 ASTM 02241 N.A. 4. DESIGN fl OW : 33 GPD/ 4. SGY/OS HANDLING. 1-f/2` MIN. performed on the foction of the fill sample Ao sin the 14 sieve. Such ono%ysis shat/ 5. TOTAL DA/LY FZOW : 132 GALLONS 5. MANUF./MCIOEL (OR EOUAL) PEABODY-BARNES demonstrate that the moterio/ passing the ,l'4 sieve meets the following gradation: [f].ALL PIPE SHALL BE PROPERLY BEDDED, HAUNCHED, BACKRLLED. ALL JOINTS SHALL BE WA7ER77GHT. SE411 6. GARBAGE GRINDER : NO Effective Percent ` [21 PERFORA77ONS DOWN AT 5 AND 7 O'CLOCK. Sieve Particle Size Poss/ng Sieve FLOW COMPUTA //ONa7 1'4 4.75 mm 100 PIPE SPEC/FICA 770_NS_ DOSSING COMPUTA 770NS 150 0.30 mm 10 To foo - - R (310 CMR 15.242) /'100 0.15 mm 0 To 20 (310 CMR 15.251) (310 GxfR 15.255) ,{200 0.075 mm 0 To 5 � jV+rsll 4iI' 11 JUN 2 7 1997 r CITY OF sNLrnn _ .' •'i HEAUM,DEPT. a DESIGN.• Lesi i OCI SEWAGE DISPOSAL SYSTEM ORAWIV' RG/TD JH Ur MA Engineering DETA/LS AND COMPUTA TIOIiIS 2HaE2' OSEPH En ineerin Associates G;'/EGYCED: J✓S o2 J. y�M1 A aHpa+ of H.S.A., INC. I C3 SAN L�" w 8 WYMAN A VENUE SCALE' AS S710WN No.36981 W4 1 235 NEWBURY STREET, DANVERS, MA. 01923 SALEM MA Joe y o �STEh \a� VOICE ) 777-3 50, FAX (508) 774-7816 (508 0 Fad / No. 1 disBY : J✓S 4/28/97 B.O.H. CYatNIIENTS DATE 2/28/97 Civil Engineers, Land Surveyors '& Environmental Consultants PREPARED FOR: Sr JOSEPHS CREDIT UN/OV ,.�: NO. BY, APP. OA IE REN57LW DESCR/P7)0,11 FoIF1( ury U 1997 E,1A It flitf. MEMO TO: ALL INVOLVED PARTIES FROM: DWAIN B. SMITH,E ` DATE: JUNE 9, 1997 RE: 8 WYMAN AVENUE Enclosed please find a Request for Variance on property located at 8 Wyman Avenue, Salem, MA 01970, owned by Patricia Miller, John J. Miller and Ronald Knuttila. The hearing on said variance will take place on July 8, 1997 at 7:30 P.M. at: Salem Board of Health 9 North Street First Floor Conference Room Salem, MA 01970 F%Rv ,� A! 1 U 9997 a Smith & Smith Counsellors at Law 315 Liberty Square Danvers, Massachusetts 01923 Dwain B. Smith Phone(508) 777-4220 Adam C. Smith Fa: (508)777_3225 June 9, 1997 Attn: Joanne Scott, Health Agent City of Salem Board of Health 9 North Street Salem, MA 01970-3928 RE: REQUEST FOR VARIANCE TITLE 5 Dear Joanne: This is a petition for variance under 310 CMR 15.411. This home has been occupied for many years by the present occupant and owner. Problems with the septic system only developed after an adjacent lot was built upon and at that time it was discovered that the septic system was on land owned by the city. This land has been purchased from city and funds raised to install a new system. A plan for said system has been submitted to the Board. The new system is designed by Hancock Engineering Associates and hopefully will solve the problem if a variance as requested is granted. VARIANCE REQUEST REGULATION REQUIRED PROVIDED 310 CMR 15.240 (5) MINIMUM DESIGN 2 BEDROOMS 3 BEDROOMS 310 CMR 15.104 (4) ONE PERC TEST IN NONE (WISCONSIN PRIMARY AREA MOUND) 310 CMR 15.212 4' SEPARATION TO 2' GROUNDWATER 310 CMR 15.240 (1) 4'NATURALLY OCCURRING NONE PERVIOUS MATERIAL a PAGE 2 It is requested that this public hearing for a variance take place on Tuesday, July 8, 1997 at 7:30 P.M. at: Salem Board of Health 9 North Street First Floor Conference Floor Salem,MA 01970 If said variance is not granted Mrs. Miller and family will suffer undue financial hardship and be irreparably harmed. Sincerely, Pain . Smith, Attorney for the Miller Family DBS:smd mr� CITY OF SALEM BOARD OF HEALTH Salem, Massachusetts 01970-3928 JOANNE SCOTT,MPH,RS,CHO NINE NORTH STREET HEALTH AGENT Tel:(508)741-1800 Fax:(508)740-9705 June 5, 1997 John J. Miller Patricia Miller Ronald Knuttila 8 Wyman Avenue Salem, MA 01970 Dear Mr. Miller, Ms. Miller, & Mr. Knuttila: In accordance with the State Sanitary Code 105 CMR 410.000, "Minimum Standards of Fitness for Human Habitation," failure to maintain a sewage disposal system in operable condition is a condition deemed to endanger or impair health or safety. The property owned by you at 8 Wyman Avenue, Salem, Massachusetts does not have an operable sewage disposal system. The Salem Board of Health will conduct a public hearing, on Tuesday, June 10, 1997 at 7:30 PM in the 1st floor conference room at 9 North Street, to consider issuing a finding that this dwelling is unfit for human habitation. This finding may result in an order of condemnation requiring you to secure the dwelling and to vacate it. You have the right to inspect and obtain copies of all relevant inspection or investigation reports, orders, notices and other documentary information in the possession of the Board of Health. "7' C"S 61e ut tie�C Y/[�tcw 3:35�ae, G/S�9r �i�,(7e✓Gd CITY OF SALEM HEALTH DEPARTMENT ` It Nine North Street q " Salem,Massachusetts 01970 At the hearing, you have the right to be represented and any affected party has the right to appear. Sincerely yours, For the Board of Health, -Aoanne Scott Health Agent cc: Attorney Dwain Smith Patricia Warren, St. Joseph's Credit Union Joseph Serwatka, Hancock Engineering Associates HANCOCK • � - Engineering Associates dC44CG3 O� 4G3LaG��G �44La[� 235 Newbury Street,Route 1 North Danvers,MA 01923 (508)777-3050 (508-774-7816 FAX DATE/Z819 7 JOB NO.�C.-/'r�I1 „• (508)352-7590 (508)283-2200 ATTENTION A ] C M (617)662-9659 11 rIV � Al TO �i ILIA ' I — 3o A RE: Gi T y H ALL S i• JOS S c�EJ�i WE ARE SENDING YOU VAttached ❑ Under separate cover via the following items: ❑ Shop drawings fkl• Prints VPlans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑. COPIES DATE NO. - DESCRIPTION ' 6 �1z8 z ss 8 w mN AvI5 . THESE ARE TRANSMITTED 4s checked below: - ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval Re"For your use ❑ Approved as noted ❑ Submit. copies for distribution y ❑ As requested ❑ Returned for corrections ❑ Return corrected prints - ❑ For review and comment ❑ ❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS . JoANNE, . PLEASE CONT/AC-7 Ills oFF«E F yoy RAVE AN7 QUEs-rrdNS- <tp fin n e o I'll L , y ,.. . GI'SY C} iAE G s,7 COPY TO SIGNED�ik 444 Henilosures are not as noted,kindly notify us at once. F GENERAL NOTES DESIGN FLOW- 220 G.P.D. X 0.6=132 G.P.D. (409• CREDIT FOR COMPOS771VG TOILET) 1. 'Locations of existing underground ut;7lties/obstructions/systems shown hereon are LOADING RATES. BASAL - 0.3 GAL./DAY/I.F opproximote only. All ub7;ties/obstructions/systems may not be shown. Contractor shall be QBS£RVAAON LINEAR - 4.0 .0 GAL..IDAY. responsible for locating and protecting all underground utilities/obstructions/systems 1�E SAND FILL - 1.0 GA L. whether or not shown hereon. UCS772BC?7gV 71r SOIL A = 4.0 GAL./DAYA.F. / 1 GAL./DAT./FT.2 - 4.0 FT. C./. FRAME&COVER IF ACCESS LArOUL OR CAP MANHOLE RISER REQUIRED B = 132 GAL./DAY// 4 GAL/DAY/L.F. = 33 FT. " 2. Unless otherwise shown, all new utilities shall be underground. TANK WIDTH = 6 -6 D✓S1R/Bf/17QV BASAL WIDTH A+1 A-1 = 4 GAL. DAY .F. 0.3 GAL. AY T.2 A-1 = 133 FT l = 9.3 FT. 4" TOP 6" H-20 3 Contractor shall fumish construction layout of building and site improvements. This f7L7ER ( ), / � / � � ( Eft LATERAL D = GROUNDWATER A T 2.0'(MIN.) - 0 = 2' SAND FILL; D = 24 IN. MIN, y� 9 P E = 125,r SLOPE; E = 24 / (.125)(48) = 30" 1/8" WEEP HOLE work shall be performed by a Professional Land Surveyor. Property lines shown 4MU hereon ore approximate. F = 9 N /N. GA IF VALVE G = 12 /N3VENT" 4. Safety measures, construction methods and control of wade shall be responsibl7ity 77Y'SOIL .. .:. .. ,.� -. •. . F 'r., H = 18 IN CHECK VALVE -� of Contractor. D :. J = [ 3) (24+9+12) IN. / 12 /N./FT,J = 11,25 FT. 3" 4" DIA INLET 3 -- K =3(1/2(24+30) +9+18) lN. / 12 /N./FT.J = 13.5 FT. MAX. LIQUID 5 Contractor shall be responsible for repair and or replacement of an exst;n improvements l = 330+9+12 12 = 12.75 FT. SEE BASAL WIDTH ABOVE ELEVA110NS damaged during construction that ore not designated for demolition and g P - _-o ) / ( ) ALARM ON: 91.50 LEVEL=OUTLET /NV. , ( 9 9 9 / or removal L = 33 FT. + 13.5 + 13.5 = 60 FT. (REV'D PER B.O.H.) hereon. Damaged improvements shall be repaired to the satisfaction of their Y. SLApE �L PIPE To W = 4' + 12.75 + 11.25 = 28 FT. (REV'D PER B.O.H.) " respective owners. FL/W PUMP ON: 90.70 IlVKPIW u-5VAPED 5 -8 14/2AGGREGATE PLOWED PIPE BELOW SCUV LA YER 2 ¢ _7 6. Th/s plan is not intended to show on engineered building foundation design, which ABSa4P170v YER PUMP OFF. 90.25 `� would include details and f1nol elevations of footings, walls and subsurface AREA LA SCH 40 PIPE TEE drainage to prevent interior flooding. See architectural and/or structural drawings. WISCONSIN MOUND DESIGN CRUERIA SUMP. 89.75 3" OPEN AT TOP (TYP) 4" _ 7. Any intended revision of the horizontal and/or vertical location of improvements to be constructed as shown hereon shall be reviewed and approved by Engineer prior PfP£ TO 2" SDR 21 12'-0" to implementation. P. V.C. FORCE MAIN PUMP POWER & HOIsT 3/4" TO 1 8. Rim elevations shown for new structures ore approximate and are provided to assist 6" DEPTH OFF S STONE Contractor with material takeoffs. Finish rim elevations should match pavement, grading 16 CF OF CONCRETE TO BE or landscaping, unless speci>1colly indicated otherwise. � B K PLACED IN PUMP CHAMBER _ 9. Where existing utility lines/structures ore to be cut/broken down/ abandoned, lanes/structures I ----------------- I [/] LOAD RA TNG- H10 shall be plugged/copped/filled in accordance with owner requirements. -------------------- [2] MANHOLE RISER REQUIRED: YES IF YES, APPROX. DEPTH 10. A# work on sewage d sposal system shall be completed by a licensed "disposal works installer", ------------ ------ ------------------ 1 OF COVER OVER RISER RIM: 12 INCHES 11. The issuance of a disposal system construction permit or a certificate of compliance [3] IF SIDE INLET OF SEP77C TANK IS USED, EXTEND INLET shall not be construed as to conformance with fnal architectural plans and zoning ordinance. ? D/Sr1W4177.W PIPE TO INLET BAFFLE AT CENTER OF TANK. B LATERAL 12. Proposed building foundation configuration and location on the lot as shown ore conceptual ' [4J WHERE UNDER OR ADJACENT AREA TO BE PAVED, COMPACT and shall be verified as to conformance with final architectural plans and zoning ordinances ABSORI°'TXW BACKFILL TO 959' PER ASTM D-1557. prior to construction. AREA [5] UNDISTURBED SGML OR SfBGRADE COMPACTED TO 95% 13 Composting tollet is to be installed as port of this design. L J SOIL TEST DA TA 14. 777e contractor shall verify proposed building sewer pipe invert and report to Hancock ''• r1500/ 500 GALLON COMB/NATION SEPTIC TANK Engineering Associates prior to construction. iEw/1f4-HOLES SPACED 3-FEET 15. All sewage disposal system components ore greater than 400 feet away from surface water APART ON BOTTOM OF PIPE (3f0 CMR 15.226, 15.227) reservoirs and greater than 200 feet from tributaries to surface water reservoirs. TYPICAL CROSS SECTION 16. The design engineer shall provide on-site supervision of the system installation. j DIMENSIONS NOT TO SCALE A B D E F C I H I l I J I K I L I W EVAL UA TOR.• JAMES SCANLAN & JOSEPH SERWA TKA Lf'-0013X-01 24' 1 TO" 1 9' 1 12" 1 18 271 11'-3" f3'-6"60-0 551 107NESS. JOANNE SCOTT i DEEP SG1'L OBS HCYE DS1 D52 DA 1E' 9/16/94 8/17/96 .1 i GRADE EL 96.5 94.5 1. FIRST CO4fPAR7MENT : 200,r DAILY FL OW = 264 GAL. I ESYGW EL. 938 94.5 4 2. SECOND COMPARTMENIT : PUMP CHAMBER = 55 GAL. Q4S Gw EL. - - '" BorTOV EL. 930 925 3 USE. 1500/500 GAL., 2 COMPARTMENT TANK j22 SEPTIC TANK COMPUTA TIONS 0-32" TOP & SUBSOIL 310 CMR 15.223) 32-42" VERY WET SILTY SAND/CLAY 42" LEDGE REGULA TORY NOTES 0-10" Ap SL 10YR3/2 1• Contractor sholl contact Dig-Safe for underground utility marking at 1-800-322-4844 10-24" Bw SL 10YR4/6 MANY STONES at least 72 hours prior to commencement of any work. GW TO SURFACE 2. Contractor shall coordinate and obtain all construction permits required by POSSIBLE REFUSAL AT 24" DOSING CHAMBER VOLUME regulatory authorities. 1. FORCE MAIN LENGTH: 27 FEET J. Contractor shall make himself aware of all construction requirements, conditions, 2 FORCE MAIN DIAMETER- 2 INCH and limitations imposed by permits and opprovo/s issued by regulatory authorities prior to commencement of any work. 3 FORCE MAIN (VOLUME. 4.4 GAL. 4. Al/ work outside of bul7ding that is less than 10 feet from the inside face of bul7ding 4. MAX. / DOSES PER DA Y- 3f foundations shall conform with the Uniform State Plumbing Code of Massachusetts, 5. A VERA GE DAIL Y FL OW- 132 GPD 248 CMR 2.00. 6. MIN VOLUME ,PER DOSE 55 GAL. 7. EMERGENCY STORAGE REOUIRED (5): 132 GAL. 8. MIN. TOTAL VcOLUME REQUIRED BELOW INLET (6. PLUS 7.): 182 GAL. IMPORTED SOIL FILL SPEC/f7'CA TION (310 CMR 15.255) 1. Imported so17 fill mcterio/ for system construction fill may consist of select on-site soil, or imparted soil. FL PUMPS SEWEIV D,1A. (IN, MATERIAL SPEC MIN. SLOPE 6YIFT.J 1. BUILDING USE : SINGLE FAM/L Y DWELLING 1. NO. OF PUMPS REQUIRED: ONE 2 Imported so# 611 moterlol shall be comprised of clean, granular sand, free from organic matter BUILD/NG TO SEP17C TANK/PUMP CHAMBER 4 PVC SCH 40, ASTM 01785 1/4 2 NO. OF BEDROOMS : 2 2. STA 77C HEAD: 8.6 FEET and deleterious substances. Maximum particle size shall be 2 inches. PUMP CHAMBER TO WISCONSIN MOUND 2 PVC SDR-21, ASTM D2241 N.A. J. 3. TOTAL DYNAMIC HEAD AT FLOW 20 FEET 0 40 GPM 3 A sieve analysis shall be performed on o representative sample of the fill. Up to 459 by DESIGN N0. OF PEOPLE : 4 weight of the fill sample moy be retained on a 14 sieve. A sieve oncylsls shall also be WISCONSIN MOUND 1 PVC PERFORATED SDR-21 ASTM D2241 N.A. 4. DESIGN FLOW : 33 GPD/PERSON 4. SOLIDS HANDLING.- 1-1/2" MIN. performed on the fraction of the fill sample possing the 1�•4 sieve. Such analysis shall 5 TOTAL DAILY FLOW : 132 GALLONS 5. MANUF./MODEL (OR EQUAL) PEABODY-BARNES demonstrate that the materia/ passing the ,l'4 sieve meets the following gradation: [1] ALL PIPE SHALL BE PROPERLY BEDDED, HAUNCHED, BACKFILLED. ALL JOINTS SHALL BE WAIER77GHT. 6. GARBAGE GRINDER : NO SE411 Effective Percent [2] PERFORA770NS DOWN AT 5 AND 7 0"CLOCK. IF-/:"v Particle Size Passing Sieve 104.75 mm 100 PIPE SPEaRCA TIONS FLOW COMPUTA TIONS DOSING COMPUTA TIONS 00 0.30 mm 10 To !Do 310 CMR 15.251 (310 CMR 15242) (310 CMR 15255 ,x'100 0.15 mm 0 To 20 ( J ) ,01200 0.075 mm O To 5 DESIGN. ✓BS DRAWN.• RC/TO H"COCK SEWAGE DISPOSAL SYSTEM SHEET Engineering Associates DETAILS AND COMPUTA 77ONS 2 OF 2 CHECKED: JJS A gVIS10N OF H.S.A., INC. 8 WYMAN AVENUE SCALE- AS SHOWN OIC N( 0 )RY STREET, DAX (50, )AAA. 01923 SALEM MA �' � ' VOICE 508 777-3050, FAX 508 774-7816 �1 p, JOB 1 JJS JJS 4/28/97 B.O.H. COMMENTS' 0h � � l°�41 � NO. NO. BY APP. DATE REVTS/OM/ DESCRIP77ON DA 7E.- 2/28/97 Civil Engineers, Land Surveyors & Environmental Consultants PREPARED FOR. ST. JOSEPHS CREDIT UNION /,P3 2 9 i947 21 GENERAL NOTES DESIGN FLOW 220 G.P.D. X 0.6=132 G.P.D. (403' CREDIT FOR COMPOS771VG TO/LET) LOADING RA7ES: BASAL - 0.3 GAL./DAY/FT.2 I. Locations of existing underground utilities/obstructions/systems shown hereon ore 08SERVA770W LINEAR - 4.0 GAL./DA Y/L.F, approximate only. All utilities/obstructions/systems may not be shown. Contractor shell be TUBE SAND FILL - 1.0 GAL./DAY/FT.2 responsible for locating and protecting all underground utilities/obstructions/systems, asnW8UT70N TGY' SOIL C.4 FRA ME&COVER /F ACCESS whether or not shown hereon. LATERAL OR CAP A = 4.0 GAL./DAY./LF. / 1 CAL./DAT/FT.2 = 4.0 FT. MANHOLE RISER REQUIRED B = 132 GAL./DAY// 4 GAL./DAY/L.F. = 33 FT. 2 Unless otherwise shown al/ new utilities shall be underground. FK7ER D/S7NISU770W BASAL W'07H (A+1), A-1 = 4 GAL./DAY/L.F. / 0.3 GAL.IDAY/F7..2 A-1 = 133 FT. l = 9.3 FT. 4" TOP (6" H-20) TANK WIDTH = 6'--6" FABRIC LATERAL D = GROUND WA7ER AT 2.o'(M/N.) - O = 2' SAND FILL; D = 24 1N. MIN. 3 Contractor shall furnish construction layout of bur7ding and site improvements This E = 12.59 SLOPE- E = 24 / ( 125)(48) = 30" 1/8" WEEP HOLE work shall be performed by a Professional Land Surveyor. Property lines shown F = 9 /N. hereon are approximate. Jl GA 7E VALVE3"KENT -zo 4. Safety measures construction methods and control of work shell be res onsrbr7i7 J/ F Dos H = 18 IN. CHECK VALVE of Contractor. p y £ J = [f3) (24+9+12) IN. / 12 IN./FT.J = 11.25 FT. 3 J.5 FT ELEVA770NS MAX. L/QUID 3 4 D/A INLET 5. Contractor shall be resoonsrb/e for repair and/or replacement of any existing improvements „I� _•r .:,r _� trrr��='°'b _" J� I= 3030+29+12) / 121 78f2.7IN.5 FT.2(SEE BASAL 1W1D7H ABOVE) f LEVEL=OUTLET ✓NV. I damaged Burin construction that ore not designated for demolition and or removal L = 33 FT. + 13.5 + 13.5 = 60 FT. REV'D PER B.O.N. ALARM ON: 91.50 r g g 9 / BASAL ( ) hereon. Damaged improvements shall be repaired to the satisfaction of their X SLOPE AREA PIP£ TO W - 4' + 12.75 + 11.25 = 28 FT. (REV'D PER B.O.H.) „ respective owners. PUMP PUMP ON: 90. 70 IMER7FD u-.9+A,7 5 -8 %/2`- N/2` AGGREGATE POE Bao; 5> LM ur£R 2 ¢ _7 6. This plan is not intended to show on engineered bur7ding foundation design, which PLOH�D ABSGi4P7X1V AREA LAYER PUMP OFF. 90.25 would include details and final elevations of footings, walls and subsurface SCH 40 PIPE TEE drainage to prevent interior flooding. See architectural and/or structural drowings WISCONSIN MOUND DES/GN CRITERIA SUMP: 89.75 3 OPEN A T TOP (TYP) 4" 7. Any intended revision of the horizontal and/or vertical location of improvements to be constructed as shown hereon shell be reviewed and approved by Engineer pricy PIPE TO2" SDR 21 12' 0 ,j/4" TO 1 112. to implementation. PGs[° P. V.C. FORCE MAIN PUMP _ POWER & HOIST 8. Rim elevations shown for new structures ore approximate and ore provided to assist 6" DEPTH OFF STONE Contractor with material takeoffs. Finish rim elevations should match pavement, grading B PLACED /N PUMP CHAMBER 16 CF OF COTO BE or landscaping, unless specifcolly indicated otherwise. � K H _ _ __________ _ _ _ _ 9. Where existing ufr7ity /Ines structures are to be cut broken down/ abandoned, /fines/structures [/] LOAD RA77NG• H10 shall be plugged/copped filled in accordance with owner requirements. Q 1 [2J MANHOLE RISER REOUIRED: YES IF YES, APPROX. DEPTH 10. All work on sewage disposal system shall be completed b a licensed "di osol works installer" ----------- ------ ----------------- Glc COVER OVER RISER RIM: 12 INCHES g � � a y � i ' 11. The issuance of c disposal system construction �- - - --� '- - ---- - J p ys permit or o certificate of comp/fiance [3] IF SIDE INLET OF SEP77C TANK IS USED, EXTEND INLET shall not be construed as to conformance with final architectural plans end zoning ordinance. LVSTJ4/BU177LYY PIPE TO INLET BAFFLE AT CENTER OF TANK. I-ArERA1 % 12 Proposed building foundation configuration and location on the lot as shown ore conceptual ASSORP770V [4] WHERE UNDER OR ADJACENT AREA TO BE PAVED, COMPACT and shall be verified as to conformance with final architectural plans and zoning ordinances AREA BACKFILL TO 959 PER A57M D-1557. prior to construction. [5J UNDISTURBED SOIL OR SUBGRADE COMPACTED TO 959 13. Composting toilet is to be installed as part of this design. 1 L f SOIL TEST DA TA 14. 777e contractor shall verify proposed building sewer pipe invert and report to Hancock !Ew•/ 114'HOLES SPACED 3 -FEET 15001500 GALLON COMBINA -17ON SEPTIC TANK Engineering Associates prior to construction. APART ON BOTTOM OF PIPE 15 All sewage disposal system components ore greater than 400 feet away from surface water (310 CMR 15.226, 15227) reservoirs and greater then 200 feet from tributaries to surface water reservoirs. TYPICAL CROSS SECTION 16. the design engineer shall provide on-site supervision of the system installation. DIMENSIONS NOT TO SCALE A B D E F C H / I K I L W EVALUATOR: JAMES SCANLAN & JOSEPH SERWA. KA 4'-0" 33'-O 24" 30" 9" 12" 18" 27. 11'-3"11J'-60160'-0'1 55"t W77NESS: JOANNE SCOTT DEEP SCIL Q4S HLYE DSI DS2 DA 7E 9/16/94 8/17/96 GRADE EL. 96.5 94.5 1. FIRST COMPARTMENT : 200% DAIL Y FLOW = 264 GAL. E-WGW EL. 93.e 94.5 2 SECOND COMPARTMENT : PUMP CHAMBER = 55 GAL, 08S Gw Q. - - BDIT04I EL. 93.0 925 J. USF- 1500/500 GAL., 2 C0VPAR7MEN7- TANK SEP-17C TANK COMPUTA 77011/S 0-32" TOP & SUBSOIL 32-42" VERY WET SILTY SAND/CLAY (310 CMR 15.223) 42" LEDGE Qsz REGULA TORY NOTES 0-f0" AP SL 10YR3/2 1. Contractor shall contact Dig-Safe for underground utility marking of 1-800-322-4844 10-24" Bw SL IOYR4/6 MANY STONES at least 72 hours prior to commencement of any work. GW TO SURFACE 2. Contractor shall coordinate and obtain a// construction permits required by POSSIBLE REFUSAL AT 24" DOSING CHAMBER VOLUME regulatory outhorities. 1. FORCE MAIN LENGTH: 27 FEET J. Contractor shall make himself aware of a// construction requirements, conditions, 2. FORCE MAIN DIAMETER.• 2 INCH and limitations imposed by permits and approvals issued by regulatory authorities prior to commencement of any work. 3. FORCE MAIN VOLUME 4.4 GAL. 4. All work outside of bur7ding that is less than 10 feet from the inside face of bul7ding 4. MAX. ,/ DOSES PER DAY 3t foundations shall conform with the Uniform State Plumbing Code of Massachusetts, 5. A VERA OF DAILY FLOW? 132 GPD 248 CMR 2 00. 6. MIN. VOLUME PER DOSE 55 GAL. 7. EMERGENCY STORAGE REO(UIRED (5): 132 GAL. 8. MIN. TOTAL VOLUME REWIRED BELOW INLET (6. PLUS 7.): 182 GAL. IMPORTED SOIL RLL SPEaRCA TION (310 CMR 15255) 1. Imported sell fr1l material for system construction fill may consist of select on-site soil, or imported soil. FLOW PUMPS SEGMENT DIA. /N MA . /A SPEC 11I/N. SLOPE 7LN FT.) 1. BUILDING USE SINGLE FAM/LY OVYFLL/NG 1. NO. OF PUMPS REQUIRED: ONE 2• Imported soil rill material shell be comprised of clean, granular sand, free from organic matter : BU/LD/NG TO SEPTIC TANK/PUMP CHAMBER 4 PVC SCH 40, ASIAN 01785 1/4 2 NO. OF BEDROOMS : 2 2. STA77C HEAD: 8.6 FEET and deleterious substances. Maximum particle size shall be 2 inches. PUMP CHAMBER TO WISCONSIN MOUND 2 PVC SDR-21, AS7M 02241 N.A. J. DESIGIV NO. OF PEOPLE : 4 J. TOTAL DYNAM/C HEAD AT FLOW 20 FEET ® 40 GPM J. A sieve analysis shall be performed on o representative sample of the fill. Up to 459' by WISCONSIN MOUND 1 PVC PERFORATED SDR-21 ASJM 02241 N.A. weight of the 671 sample may be r i on a 14 sieve. A sieve onoyfsis shell also be 4. DESIGN FLOW : 33 GPD/PERSON 4. SOLIDS HANDLING: 1-1/2 MIN. performed on the froction of the fill sample possing the 14 sieve. Such analysis shall 5 TOTAL DAILY FLOW : 132 GALLONS 5 MANUF./MODEL (OR EQUAL) PEABODY-BARNES demonstrate that the material passing the 14 sieve meets the following gradation: [1] ALL PIPE SHALL BE PROPERL Y BEDDED, HAUNCHE,D, BACKFILLED. ALL JOIN T5 SHALL BE WATER 77GHT. 6. GARBAGE GRINDER SE4if Effective Percent [21 PERFORA TONS DOWV AT 5 AND 7 OCLOCK : NO i v Particle Size Passing Sieve PIPE SPECIRCA 77ONS FLOW COMPUTA TIONS 1 4.75 mm 100 . _ DOS/NG C0;,1�PUTA 770NS ,�So 0.30 mm 10 TO 100 (310 CMR 15.251) (310 CMR 15 242) J •x'100 0.15 mm 0 To 20 (310 CMR 15.255) ,p2o0 0.075 mm 0 To 5 i 1 i DESIGN. JBS ILK"CD I,� SEWAGE DISPOSAL SYSTEM DRAWN Rc/ro Engineering Associates DETAILS AIV COMPUTA ]7ONS' SHEET OF 2 \ CHECKED: JJS A DVISION OF H.S.A., INC 235 NEWBURY STREET, DANVERS, MA. 01923 8 WYMAN AVENUE SCALE: AS SHOWN VOICE (508) 777-3050, FAX (508) 774-7816 � I �, I^�✓OS 1 JJS JJS 4/28/97 B.O.H. COMMENTS SALEM] MA NO. BY APP. DA 7E REVISION DESCRIP77ON DA 1L 2/28/97 Civil Engineers. Land Surveyors Environmental Consultants PREPARED FOR• ST ✓OSEPHS CREDIT UNIOYV . � d 19,a1 '5219 d 1 GENERAL NOTES DESIGN FLOW- 220 G.P.D. X 0.6=132 G.P.D. (40Z CREDIT FOR COMPOS77NG TOILET) LOADING RATES' BASAL - 0.3 GAL./DAY/FT.2 I. Locations of existing underground utilities/obstructions/systems shown hereon are 0,6SERVA77OW LINEAR - 4.0 GAL.IDA Y/L.F.. approximate only. Al/ uNit%es/obstructions/systems may not be shown. Contractor shall be E SAND FILL - 1.0 GA L. responsible for locating and protecting all underground utilities/obstructions/systems, Lys7Rjg� Y _f SOIL whether or not shown hereon. LATERAL Cao GQP A = 4.0 GAL./DAY./L.F. / 1 GAL./0AT./FT.2 = 4.0 FT. C.1. FRAME&COVER IF ACCESS B = 132 GAL./DAY// 4 GAL./DAY/L.F. = 33 FT. MANHOLE RISER REQUIRED 2. Unless otherwise shown, all new utilities shall be underground. FIL)fR DISMSU77CW BASAL WIDTH (A+1), A-1 = 4 GAL./DAY/L.F. / 0.3 GAL./DAY/FT.2 A-1 = 13.3 FT. 1 = 9.3 FT. 4" TOP (6" H-20) TANK WDTV = 6 -6 FABR/� LA7ERAL D = GROUNDWATER AT ZO(MIN) - 0 = 2' SAND FILL; D = 24 IN. MIN J. Contractor sholl furnish construction layout of budding and site improvements. This E = 12.51,SLOPE- E = 24 / (.125)(48) = 30" 1/8' WEEP HOLE work shall be performed by a Professional Land Surveyvr. Property lines shown ...... G F = 9 /N. GA 7E VALVE hereon are roxlmote. TQpS02 % ........... :..... ..: G = 12 IN. 3„VN h app 4. et measures, construction methods and control of work shall be respansbl7it F ,. H = 18 IN. CHECK VALVE y _J/ f D .r,, J = [f3) (24+9+12 /N. / 12 IN./FT.J = 11.25 FT. of C troctoi T _ DIA INLET K =J,3 1/2(24+30 +9+18 /N. 12 /N. T - 13.5 FT. 3" 4"I D y' ) / � J ELEVAI7DNS MAX. LIQUID 5. Contractor shall be responsIble for repair and/or replacement of any existing improvements (�30+9+12) / 12J = 12.75 FT. (SEE BASAL W101H ABOVE) LEVEL=OUTLET /N V. + damaged during construction that ore not designated for demolition and or removal L - 33 FT. + 13.5 + 13.5 - 60 FT. (REVD PER B.O.H) ALARM ON: 91.50 9 / Y" SLAKE AREA PIPE TO W s 4' + 12.75 + 11.25 = 28 FT. (REV'D PER B.O.H.) hereon. Damaged improvements sholl be repaired to the satisfaction of their respective owners. AREA PUMP PUMP ON: 90.70 MER7ED U-94Avm 5'-8" 14/7 AGGREGATE PLOff'ED RPE enow 5> !N LAraR 2 4 [7 ' 6. This plan is not intended to show on engineered bu77ding foundation design, which ASSORP770V AREA LAYER PUMP OFF: 90.25 SCH 40 PIPE TEE o would include details and !'incl elevations of footings, walls and subsurface OPEN AT TOP (TY drainage to prevent interior flooding. See architectural and/or structural drawings. WISCONSIN MOUND DES/GN CRITERIA SUMP.• 89.75 3„ < ) 4" 7. Any intended revision of the horizontal and/or vertical location of improvements to be constructed as shown hereon shall be reviewed and approved by Engineer prior PAPE TO 2" SDR 21 12'-0" to implementation. Pt/ P. V,C. FORCE MAIN PUMP POWER & HOIST 3/4" TO / 1/2" 8. Rim elevations shown for new structures ore approximate and ore provded to assist 6" DEPTH OF STONE Contractor with material takeoffs. Finish r1m elevations should match pavement, grading 16 CF OF CONCRETE TO BE or landscaping, unless specifically indicated otherwise. > B K PLACED IN PUMP CHAMBER - - - --� 9. Where existing utl7ity lines/structures ore to be cut broken down/ abandoned, lines/structures ----------_--------__ _____--__--_-_-_--- [1] LOAD RAT7NG• H10 sholl be plugged/copped/fll/ed in accordance with owner requirements. ` Q i �2J MANHOLE R/SER REQUIRED: YES /F YES, APPROX. DEPTH _ _ 10. A// work on sewage disposal system shall be completed by o licensed 'disposal works instoller' OF COVER OVER RISER RIM: 12 INCHES 1- - - - '--- --"- J 11. The issuance of a disposal system construction permit or a certiricote of compliance [3J IF SIDE INLET OF SEPTIC TANK IS USED, EXTEND INLET shall not be construed as to conformance with flnol architectural plans and zoning ordinance. ISTR/B41770,V PIPE TO INLET BAFFLE AT CENTER OF TANK. LATERAL 12. Proposed building foundation configuration and location on the lot as shown ore conceptual ARSORP77GW (4J WHERE UNDER OR ADJACENT AREA TO BE PAVED, COMPACT and sholl be verified as to conformance with final architectural plans and zoning Or �,q BACKF7LL TO 953; PER ASTM D-1557. prior to construction. r- [5] UND157URBED SOIL OR SUSGRADE COMPACTED TO 95% 13 Composting to/7et is to be installed as part of this design. 1 L SOIL TEST DA TA 14. The contractor shall verify proposed bul7ding sewer pipe invert and report to Hancock l�w11/4'HOLESSPACED *FEET 1500/ 500 GALLON COMB.�NARONSEP77C TANK Engineering Associates prior to construction. APART ON BOTTOM OF PIPE (310 CMR 15226, 15227) 15. Al/ sewage disposal system components ore greater than 400 feet away from surface water TYPICAL CROSS SECTION reservoirs and greater thou 200 feet from tributaries to surface water reservoirs. DIMENSIONS NOT TO SCALE 16. the design engineer shall provide on-site supervision of the system installation. A B D E F G H I J K LW EVALUATOR: JAMES SCANLAN & JOSEPH SERAVATKA 4= 33= 0' 0 24' 30" 9' 12" 18" 271 11'-J" 13'-6"60'-0 551 WITNESS. JOANNE SCOTT LEEP SCYL OBS HCY.E DS! DSP DA 7E 9/16/94 8/17/96 ORALE EL. 96.5 945 1. FIRST COMPARTWENT : 200 .' DAIL Y FLOW = 264 GAL. E940W El- 938 94.5 2. SECOND COMPARTMENT : PUMP CHAMBER = 55 CAL. ' CGS, GW EZ. - - -- 3 USE: 15001500 GAL., 2 COMPARTMENT TANK eorrC I EL 930 915 SEPTIC TANK COMPUTA 77ONS 0-32" TOP & SUBSOIL 32-42" PER WET SIL TY SAND/CLA Y (310 CMR 15.223) 42" LEDGE �z REGULA TORY NOTES 0-10" Ap SL IOYR3/2 1. Contractor shall contact Dig-Sofe for underground utility marking at 1-800-322-4844 10-24" Bw SL 10YR4/6 MANY STONES at least 72 hours prior to commencement of any work. GW TO SURFACE 2. Contractor shall coordinate and obtoln all construction permits required by POSSIBLE REFUSAL AT 24" DOSING CHAMBER VOLUME regulatory authorities. I. FORCE MAIN LENGTH.- 27 FEET J. Contractor shall make himself aware of all construction requirements, conditions, 2 FORCE MAIN DIAMETER: 2 INCH and limitations imposed by permits and opprovols issued by regulatory authorities J. FORCE MAIN VOLUME.- 4.4 GAL. prior to commencement of any work. 4. MAX. 4. All work outside of building that is less than to feet from the inside face of building DOSES PER DA Y. 3f foundations sholl conform with the Uniform State Plumbing Code of Massachusetts 5. A VERA GE DAILY FLOW 132 GPD 248 CMR 2.00. 6. MIN. VOLUME PER DOSE? 55 GAL. 7. EMERGENCY STORAGE l7EQU/RED (5.): 132 GAL. 8. MIN. TOTAL VOLUME REOUIRED BELOW INLET (6. PLUS 7.): 182 GAL. hVFOR 7ED SOIL FJLL SPcCIRICA 17ON (310 CMR 15.255) 1. Imported sal f// material for system construction All may consist of select on-site so17, or FLOW PUMPS imported soil. SEGMENT DIA. IN MATERIAL SPEC MIN, SLOPE ON FT,) 1• BUILDING USE : SINGLE FAMILY DWELLING 1. NO. OF PUMPS REOUIRED: ONE 2 Imported so17 fill moterial shall be comprised of clean, granular sand free from organic matter BUILDING TO SEP77C TANK/PUMP CHAMBER 4 PVC SCH 40, ASTM D1785 1/42 N0. OF BEDROOMS 2 2. STA 17C HEAD: 8.6 FEET and deleterious substances. Maximum particle size shall be 2 inches. : PUMP CHAMBER TO WISCONSIN MOUND 2 PVC SDR-21, ASTM D2241 N.A. J. DESIGN NO. OF PEOPLE 4 J. TOTAL 0YNAM/C HEAD .AT FLOW.' 20 FEET 0 40 GPM J. A sieve analysis sholl be performed on a representative sample of the fill. Up to 45�• by : weight of the 67/ sample may be r WISCONSIN MOUND 1 PVC PERFORATED SDR-21 ASTM D2241 N.A. 4. DESIGN FLOW : 33 GPD ERSON 4. SOLIDS HANDLING: 1-1 2" MIN, g p Y ill sod e o f4 sieve. A sieve anSuch shall also be � / performed on the fraction of the fill some/e poss%na the ,�4 sieve. Such analysis shall [1] ALL PIPE SHALL BE PROPERLY BEDDED, HAUNCHED, BACKFILLED. ALL JOINTS SHALL BE WATER77GHT. 5. TOTAL DAILY FLOW : 132 GALLONS 5 MANUF./MODEL (OR EOIUAL) PEASODY-BARNES demonstrate that the material passing the '14 sieve meets the fol/owing grodot/on: SE411 6. GARBAGE GRINDER : NO i v ParticleEffective Size Po PerceSieve nt t (2J PERFORA 77ONS DOWN A T 5 AND 7 O'CLOCK. BLOW COMPUTA 770N5 �F4 4.75 mm 100 PIPE SPEC/RCA 77ONS DOSING COMPUTA 770NS AF50 0.30 mm to TO too 310 CMR 15.251 (310 CMR 15.242) /6'100 0.15 mm 0 To 20 ( ) (310 CAIIR 15255) I¢'200 0.075 mm 0 To 5 DESIGN: JBS DRAWN. RC/70 SEWAGE DISPOSAL SYSTEM SHEET Engineering AssociatesDETA/LS Ali/D COMPUTA TIONS 2 OF 2 ' CHECKED: J✓S A dvISION OF H.S.A., INC_ 235 NEWBURY STREET, DANVERS, IAA. 01923 8 WYMAN AVENUE JOB ' , SCALE. A5 SI/OwN VOICE (508) 777-3050, FAX (508) 774-7816 SALEM MA Na 1 ✓JS ✓JS 4/28/97 B.O.N. COMMENTS DATE- 2/28/97 NO. BY APR DA 7E REVI901V DESCR/P770N Civil Engineers, Land Surveyors & Environmental Consultants PREPARED FOR. Sr ✓OSEPHS CREDIT UNION 1952 CON57RUC770N KEY NOTES PLAN INTENT (NOT A CONS7RUC77 N SEQUENCE) ELENA 1701N BENCHMARKS THESE DRAWINGS ARE INTENDED TO A DA TUM: N. G. V D OF 1929 SHOW C01VS7RUC77C N REQUIREMENTS 1 INSTALL WISCONSIN MOUND. FOR A SUBSURFACE S£W46E DISPOSAL NO. DESCRIPTION EL. SYSTEM. 2 KEY NOTE DELETED. f TOP OF STONE BOUND 97.63 OINSTALL SEP77C TANK. 4 PUMP EXIS77NG CESSPOOL. FILL WITH 6-INCH MINUS 3 CLEAN, GRANULAR SOIL. . OKEY N07F DELETED \ O KEY N07F DELETED E�C -ND L OCIJS MAP SCALE. 1= I O KEY N07F DELETED EXISTING PROPOSED O WYVAN A VE � DS7 DEEP SGML OBSERVAnON HOLE LOAM AND HYDROSEED ALL OSIURBEO AREAS. .3 '�`_.. -- -- �� - • SP2 SOIL PROBE Q GM5 GROUNDWATER MONITORING WELL 9 ROUTE EXISTING BUILDING SEWER TO NEW SEP17C TANK. f � � ,1 -" --• .-,�,+�,.,: T - PT6 PDgCa,gppy TEST �� __ f0 REMOVE EX/S77NG ABOVE AROUND POLY 10916" _ _ J _- ---. PROIFERTY LINE (� - CgA/N LINK FENCE —x x— / SraVE WALL \1 / - - -- '-'-- POS r & RAIL F'E1VC£ O Q �Q / _._....._. . ❑ _.__ STOCKADE fE NOE ■ -- �Q EDGE OF PAVEMENT �h EDCE OF GRAVEL OR DIRT ROAD �� INSTALL COMPOS77NG SPOT EL£VA77 V IBJ TOILET IN DWELLING _ -- 9, ,-_-- EZEVAnOV CONTOUR 75C n LOT INI WInENT STREAM, DRAINAGE A7A4, AREA = 6,508-* S.F. I OR EDGE OF SEASONAL PONDING AREA -`., SJ4GWE L/NE --- • n ---- UM/T OF WE-7ZANO REPLICATION AREA • O UMIT OF 100-FOOT NERAND BUFFER ION£ O UANT OF 1010-YEAR FLOODOLAIN SURFACE RUNOFF DIRECnQN �. . .. UANT OF 90R019WNG VEGETATED WETLAND `� � • � rr ;-.Q�,g-M�•I,yF 'r �4� ��� _'.�., •. ,�-._.._ (WITH FLAG NUMBER [„ J _ J EDGE OF MODS O1R BRUSY (ORIP LINE) PRG14/INENT IR£E NO L£A0ERS/b/A./9q£pES ,0° 1-L /0 0AK (rQ -ry N ROpf OUTCROP (LEDGE) ' soh.,:.-ti :Yd // V I / ��0 ■ w SIL T FENCE T HA YSALE SIL T CHECK t 1 S7pYE RETAINING WALL - - - _._ ..... _ CONCRE7E RETAINING WALL \ 15' ` l _ J � ` 1 -�— RUBER RETAINING WALL 100 100 . BUILDING, LIG 7;I S7EPS & O ANG OVERHEAD INR£ a+W 12 MIN. 18 MIN. BURIED ELEC7R/C POKER AND MANHOLE E PROPOSED GRADE COIR COVER k� -- -- ----+'r BURIED TELE7�HONE AND MANHOLE / 9 FORCE MAIN ca STORM AR&N, CATCH BASIN AND MANHOLE SD-�L ROOF DRAIN AND Dow--OUT EX/S771116 GRADE 1 PERFOIRA7ED UNDERDRA//V BASEMENT FLOOR a O' _ _ - a �liy 4 — - WATER SERNGE (APPROX/MA IE) ws EL. 95.4-f ' Q ��}-.. - - .. £SHGW EL. 94.3 W WATER MAIN AND VAL w _ 95 �. _ _ 95 F7RE HYDRANT L - -�- - I 7ELEPHONE BOX ■T 400 10 3 9 DOMES77C WELL • � � a a � � �:>_ _ unurr POLE ►NTF7 Gvr :�-;• Zt 000 LQ AS a � Y C)c � g a k LOT 1 AREA = 8, 050.* S.,f 90 U - - -- h _ - --- . - __ _ - __ 90 / VARIANCE REQUEST REGULATION REQ()/RED PRO LADED 3fO CMR 15,240 (5) MIN/MUM DESIGN 2 BEDROOMS 2 3 BEDROOMS 4 �\ ! 310 O/R 15. fO4 (4) CNE PEC RR AREA T IN NONE (WSCON57N MOUND) PRIMAS n / 310 CMR 15.212 4' SEPARATION TO 2' q q q rn I -ICL" `'_ / 6ROUNDWA TER � r , 310 CMR 15.240(1) 4' IVA7URALLY OCCURRING NONE R-OW PRORLE SCALE' f''=10' BA/r/1 PER NOUS MATERIAL SCALE.' 1'_-10' (HORIZONTAL) 1"=2' (VERnCAL) DESIGN: u65 / CERITFY THAT /N OCTOBER 1994, / PASSED THE EXAM/NAnGY✓ APPROVED TAX MAP BLOCK LOT ��1C�1\�O� SEWAGE DISPOSAL SYSTL�M DRAW- RC/TO BY THE DEPARTMENT OF ENNRONAIENTAL PR07EC7708 AND THAT THE SOIL SHEET TRAINING, Gow WAS PERFORMED ED BY ME CONSJ09YBE WN THE REO!//RED 2 1 Engineering Associates S/7F PLAN AND P/90F/LE I OF2 IRA/N/NG, EXPERnSF AND EXPERIENCE OL�Sp�IBED 7N 310 CMR /5.078 (2) A pwpoN of H.S.A., INC. CHECKED: JJS 2 2 235 NEWBURY STREET, DANVERS, AAA. 01923 8 WYMAN AVE SCALE.' AS SHOWN CER T7F/ED SOIL EVALUATOR VOICE (508) 777-3050, FAX (508) 774-7816 �^ - L219 B SALEM MA ,ll���' 1 JJS JJS /28/97 B.O.H. COMMENTS JOSEPH SER WATKA r �9 � NO. NO. BY APP. DA 7F RE09ON DESCR/PT7GYN OA TE 3/6/97 DATE Civil Engineers, Land Surveyors & Environmental Consultants PREPARED FOR. ST. JOSEPHS GY?ETNT UNION APR 2 9 5997 CITY OF SALEM HEALTH DEPT. COVNSTRUC77ODN KEY NOTES: PLAN INTENT ELEVA 7 7O BENH )VA RKS (NOT A CONSTRUC7701V SEOUENCE) THESE DRAWINGS ARE INTENDED TO A DA TUM. N. G. V D. OF 1,929 SHOW CONSTRUCnoYV REOU/REMENTS 1NS7ALL WISCONSIN MOUND. FOR A SUBSURFACE SEWAGE DISPOSAL "JO. DESCRIPTION EL. SYSTEM. 2 KEY NOTE DELETED. I. TOP OF STONE BOUND 97. 63 3 /NSTALL SEPTIC TANK. 4 PUMP EXISTING CESSPOOL. F7LL WITH 6-INCH MINUS CLEAN, GRANULAR SOIL. 3. O5 KEY NOTE DELETED \ OKEY NOTE DELETED LCG ND LOC(1S MAP SCALE 1 OIS PROPOSED KEY NOTE DELETED OB V LOAM AND HYDROSEED ALL DISTURBED AREAS. WY,►'/ AN /q L , DS7 DEEP SOIL OBSERVAnCW HOLE i O SP2 SAIL PROBE -s <7 QGM5 GROUNDWATER MONITORING WELL g ROUTE EX/S17NG BUILDING SEINER TO NEW' SEPTIC TANK. PERCGL'AnGW TEST Q PT6 _ 10 REMOVE EXISTING ABOVE GROUND POOL i- 109.78' _OL,KL — x- -- PROPERTY LINE -- — CHAIN LINK FENCE —x x-- ' STONE WALL 0 - Pos r & RAIL FENCE — 0 — STOCKADE o — STOCKADE FENCE ■ — ' EDGE OF PA VEMEN T EDGE OF GRAVEL OR DIRT ROAD INSTALL COMPOSTING x 13J SPOT ELEVA77OV / TOILET 1N DWELLING ' MC --- sz ELEVATION ccwrouR �— / LS1L4 -- ! 1NTERM/r7ENr STREAM, DRAINAGE D/rp, AREA = 6,508E S.F. �� O4 EDGE OF SEASONAL PONDING AREA ` ! I SHORE LINE /� • 0 -- LIMIT OF W£RAND REPLICA 7701V AREA • o — LIMIT AF 100-FOOT AETLAND BUFFER ZONE 0 — AllLIMIT OF 100-YEAR FLOODPLAIN • SURFACE RUNOFF D/RECnOV �. . .. LIMIT OF BORDERING VEGETATED AFTLAND ell -9 I I \V (WITH FLAG NUMBER) \ 9�* /V �y EDGE OF WOES 04 BRUSH (DRIP UNE) _Ik /` 2—L %0`0A1c PROMINENT TREE NO. LEADERS/DIA./SPECIES0° 2-L 10 ow ROCK OUTCROP (LEDGE) SIL T FENCE HA )BALE S%L T CMECX _ _ CONCWETE RETAINING WALL 15 / TIMBER RETAINING WALL +00 100F \ / BU/LD/NG; L/17,11 STEPS & OIC ANG LI»' OVERHEAD WIRE ovw 12" M/N. 18" MIN. j �y Q PROPOSED GRADE COVER COVER BUR/ED ELECTRIC POWER AND MANHOLE E BURIED TELEPHONE AND MANHOLE r—♦ 4 '9 �gM� FORCE MAIN TO' / Ce OMT: L�-- Sri _4:}— Sroev DRAIN, CATCH BASIN AND MANHOLE 50—♦ ~ ki L N RD —C ROOF DRAIN AND DOWNSPCKI T hn s \ EXISTING GRADE ' 1 1 ^`��\ V�?�' I1/ ' `, -- b» PERFORATED UNDERDRAIN �p BASEMENT FLOOR 4 ) --*S —--- WA TER SER NCE (APPROXIMATE) ws EL. 95.41 ' Q `,\ / --W -- --- WATER MAIN AND VALVE w - E57W/GW EL. 94.3 95 _ - - - f - -- -L _ _ y- _ _ 515 _ - / FIRE HYDRANT -�-- - ti ❑T TELEPHONE BOX ■T 10c 3 , 0 DC1MES77c WE'LL000 • CO �. a,--' unLITY PCYE WITH GUY N LU � QI Lkj A\� LOl 1 S o a AREA = 8, 050-t- S.F, ' 90 - h VARIANCE 85aIES7' v / REGULA nON REIXI/RED PROVIDED 310 CMR 15.240 (5) MINIMUM DESIGN 2 BEDROOMS Z 3 BEDROOMS / 310 CMR 15. 104 (4) ONE PERC TEST /N NONE (WISCONSIN MOUND a 1 PRIMARY AREA a r 310 CMR 15.212 4' SEPARAnON TO 2' rn ~` - - - _ / GROUNDWA TER O FRORLE p�y��� � PLAN 310 CMR 15.240(1) 4' NATURALLY OCCURRING NONE BLOW G 4CALE IN-10' BIM/1� ` PER NOUS MATERIAL SCALE. 1 "=10' (HORIZON TAL) I'_-2' (VER71CAL, DESIGN: JBS CERTIFY THA T /N OCT06ER 1994, 1 PASSED THE EXAMINA PON APPROVED TAX MAP BLOCK L V i SEWAGE DISPOSAL SYSTEM y C A N Of- NNRGYVMENTAL PRO 7ECnOV AND THAT THE SGML ORA W. RC/TO EVALUA77ON WAS PERFORMED BY ME CONSISTENT WITH 7HE REOU/RED -- 2 ' Engineering Associates S/lE PLAN AND PROF/LE ' °F 2 n7AINING, EXPERT'SE, AND EXPERIENCE DESCRIBED IN 310 CMR 15 018 (2). A DIVISION of H.S.A., INC. CHECKED- ✓✓S _ 2 7 _.. 8 WYMAN AVE 235 NEMBURY STREET, DANVERS, MA. 01923 SCALE' AS SHOWN CERTIFIED SOIL EVALUATOR _ VOICE (508) 777-3050, FAX (508) 774-7816 SALEM. MA y^ 1 JJS JJS 4/28/97 B.O.H. COINMENTS JOSEPH SERWATKA NO. BY APP. DA TE RE-0901V DESCRIP77O4N DATE. 3/6/97 DATE Civil Engineers, Land Surveyors & Environmental Consultants PREPARED FOR: Sr JOSEPHS CREDIT UNION 5219 .I M COV 187RUC77C N KEY NOTES- PLAN /LATENT ELEVA 77AN SENCH MARKS (NOT A CONSTRUCnON SEOUENCE) THESE DRAWINGS ARE INTENDED TO A DA TUM: N.G V.D. OF 1929 SHOW CONSTRUC77ON REQUIREMENTS FOR A SUBSURFACE SEWAGE DISPOSAL NO. DESCRIPTION EL. INSTALL WSCCXVSYN MOUND. SYSTEM. I. TOP OF STONE BOUND 97.63 KEY N07F DELE7FD. OINSTALL SEP77C TANK. 2. 4 PUMP EXIS771VG CESSPOOL. F7LL WITH 6-INCH MINUS CLEAN, GRANULAR SOIL. 3 OKEY NOTE DELETED \ L /Np LOCUS MAP SCALE. I OKEY N07F DELETED �♦ O7 ExrsPROFUSED KEY N07E DELE7FD nNc WYIVA N A VE � DS7 DEEP SCK OBSERVA77CIV HCLE OB LOAM AND HYDROSEED ALL DISTURBED AREAS. �`. \. O t yv'� rod_ • SP2 SCYL PRO-RE O ROUTE EX/S77NG BUILDING SEWER TO NEW SEP77C TANK. r I \ F Q GM5 PERCCLA nCN lEsr rrOR/Nc NEL[ - ~ _- Q PT8 !09. 78" � _-- -7.77 -- — 10 REMOVE EXISTING ABOVE GROUND POLY --. ? - - — PROPERTY LINE CHAIN LINK FENCE —x x-- / STONE WALL POST & RAIL FE7VCE O — J STOCKADE FENCE ■ --. �P EDGE OF PAVEMENT - ---- 1 EDGE AF' GRAVEL OR GIRT ROAD INSTALL COMPOS77NG SPOT aEVAnGW �3 A� TOILET IN DWELLING EZ / � -; • 2y,. � EVA nLW CON TOUR n / JaiL.Lla / 1N7ERmInENT STREAM, DRA/NACE DVTc4, AREA = 6,508-* S F. 1 OR EDGE Of SEASONAL PONDING AREA SYCRE LINE t • LIMIT CF NEILAND REPLICAnON AREA • O — 1 UM/T OF ioo-FOOT NE7LAND BUFFER ZONE O — UM/T OF /DO-YEAR FLOOOPLA/N •--- - 'v O /t1t�- /Q SURFACE RUNCIFF DVREC77CN �.... oq Air \ �� * LIMIT OF BORDERING NEG:T47ED NFOLAND f_ \� (IN1N FZAC NUMBER) / EDGE OF OVOOS OR BRUSH (DRIP UNE) � \ g PROVINENT TREE, NO. LEADERSIVA./SpEDES 1-L /010A/C ROCK OUTCROP (LEDGE) SILT FENCE -_ -f HA YBALE SIL T CHECK s;'WE RE,ALMNG WAL, CCWC)RE7c RETAINING WALL - 15 T7MBER RETAINING WALL -- T �\100 BU1L0/NGs UGH 9 � S7EPS OVERHANG 2' MIN. 18'" MIN. OVERHEAD HIRE / BURIED ELECTRIC POKER AND MANHOLE f ----- PRCX'OSED GRADE COVER COVER BURIED 7REPHONE AND MANHIXE r--� FORCE MAIN Fv 110, co/ 4111 ` STORM DRAIN, CATCH BASIN AND MANHOLE so-*-2!' W ROOF DRAIN AND DOMNSPOC/T �__♦OS EXIS77NG GRADE ' / 1p, ? PERFORA7ED UNDERORA/N �p--- BASEMEN T FLOOR 4 WATER SERNCE (APPROX/MA7E) EL. 95.4. ' Q ESHGW EL. 94.3 , WA7ER MAIN AND VALVE w -►�-- ' 95 - - - - ---- - - _ - - - - --- - - 95 - - FIRE HYDRANT 000 7n-EPHONE BOX ■T ' n - 10 3 DCIWES77C HELL • HLo UAUTY PO£ N17H WY T Z 000 400J N y Q a o N Q L3), W Q. mQ: LOT °o AREA = 8, 050E S.f- 90 -- ----- --- - - - - -- - - -- -. -- 90 VAR/ONCE REC)(/EST ,rA / REGULA 77CtN REQUIRED PRO LADED 310 CMR 15.240 (5) MIN/MUM DE,9GYV 2 BEDROOMS 3 BEDROOMS 2 310 CMR 15.104 (4) ONE PERC TEST IN NONE (tNSCGW91V MOUND) aa PRIMARY AREA -H $ ^ J 310 CMR 15.212 4' SEPARA7701V TO 2' GROUNDWA TER 677E iCYLAN 310 CUR 15.240(1) 4' IVA7URALLY OCCURRING NONE FLOW PRORLE SY'ALE• 10--10' BM¢1 PER NOUS MA 7£R/AL SCALE. 1 ---10' (HORIZONTAL) 1'r--2' (VER77CAL) DE-96N- ✓8S / CE,RnFY 7HA r IN OCTOBER 1994, I PASSED THE EXAMINA nOV APPROVE-G TAX MAP 8L OCK L G ]L iL li \ �O BY THE DEPARTMENT OF ENVIROVMEN7AL PRO 7ECn01V AND THAT THE SOIL SEWAGE DISPOSAL SYS7EM DRAWN.• RC/TD 2 1 r 7RAL ING, E WAS PERFORMED BYEN CONSISTENT Nl1H ONE REQUIRED Engineering Associates S/TF PLAN AND PROF/LE I OF 2 TRAIN/NG, EXPERnSE AND EXPER/ENLL� DESCRIBED IN 310 CMR 15.018 (2, A pv1S10N OF N.$.A., INC. CHECKED: ✓✓S __ 2 1 235 NEWBURY STREET, DANVERS, MA. 01923 8 WYMAIV' AVE SCALE AS S410WV VOICE (508) 777-3050, FAX (508) 774-7816 a CERT7FlEO SOIL EVALUA TOR SALEM MA ' T-PR I wo JOSEPH SERWA TKA ' T- 1 JJS JJS 4/18/97 B.O.H. COMMENTS �� R, 5219 r� NO. BY APP DATE RENS/OV DESCR/PnONV DA 7E 3/6/97 DA TF Civil Engineers, Land Surveyors & Environmental Consultants PREPARED FCX? Sr JOSEPHS CREDIT UN/GW !� L To: DLJ6[7fl 13...................................................................................................................................................... Fax: 7 7 7 ..................................................................................................................................................... From ..................................................................................................................................................... Date: ...................................................................................................................................................... page(s) including this page. ...................................................................................................................................................... Dlnq lea 5e See 14oc )011anC-t 05 VQriGnGC 'le7Ue-4,S ✓a�-e 0,7 -ray . -t'& Vlec"41`7 p-'e'aA 04 y0. From the desk of... Joanne Scott,MPH,RS,CHO Health Agent Salem Board of Health 9 North Street Salem,Ma-01970 (508)741-1800 310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION j 15.410: Variances - Standard of Review (1) Local approving authorities and the Department may vary the application of any provisions of 310 CMR 15.000 with respect to any particular case except those fisted in 310 CMR 15.415. Variances shall be granted only when, in the opinion of the approving authority: kpk (a) The person requesting a variance has established that enforcement of the provision of 310 CMR 15.000 from which a variance is sought would be manifestly unjust, considering all the relevant facts and circumstances of the individual case; and (b) The person requesting a variance has established that a level of environmental protection that is at least equiva:.nt to that provided under 310 CMR 15.000 can be achieved without stria applicati_n of the provision of 310 CMR 15.000 from which a ¢ variance is sought. (2) With regard to variances for new construction,enforcement of the provision from which a variance is sought must be shown to deprive the applicant of substantially all beneficial use y/4 of the subject property in order to be manifestly unjusL i15.411: Process for Seeking a Variance From Local Approving Authorities (1) The local approving authority shall review requests for variances as follows. (a) Every request for a variance shall be in writing and shall make reference to the specific provision of 310 CMR 15.000 for which a variance is sought and a statement in compliance with 310 CMR 15.410. (b) No application for a variance shall be complete until the applicant has notified all abutters by certified mail at his/her own expense at least ten days before the Board of r Health meeting at which the variance request will be on the agenda. The notification shall reference the specific provisions of 310 CMR 15.000 from which a variance is sought,a statement of the standards set forth in 310 CMR 15.410 and the date,time and IS ace where the application will be discussed. (2) Emergency repairs pursuant to 310 CMR 15.353 may be performed without seeking a variance. The owner of the system must seek a variance within 30 calendar days after s performing the emergency repairs. (3) Any variance allowed by the local approving authority shall be in writing. Any denial of a variance shall also be in writing and shall contain a brief statement of the reasons for the denial. A copy of each variance shall be conspicuously posted for 30 days following its issuance; and shall be available to the public at all reasonable hours in the office of the city or town clerk or the office of the Board of Health while it is in effect. (4) A request for a variance for a residential facility with four units or less (as described in M.G.L. c. I11, § 31E) shall be deemed constructively approved by the local approving authority if the local approving authority does not act upon it within 45 days of tempt of a. x; complete application. Such variances are still subject to review by the Department in accordance with 310 CMR I5.412. Y. .15.412: Review of Variances by the Deoanment (1) Except as provided in 310 CMR 15Al2(4), the applicant shall file a copy of each s vatianoe granted by the local approving authority with the Department together with the fee specified at 310 CMR 4.00. The Department shall review all those issues raised before the g local approving authority and may review other issues raised by the application, all in accordance with the standards set in 310 CMR 15.410. i (2) The Department shall approve,disapprove or modify the variance granted by the local approving authority,or shall request additional information to be provided by the applicant, within 30 calendar days of the Department's receipt of the request. If the Depanment has requested additional information,it shall apprdve,disapprove or modify the variance within 30 days of receiving the applicant's response. r ; } � I 3/205 (Effective 3/31/95) 310 CMR-555 PERFORA 7EV UNDERDRAIN W - --ws -- WATER SER tfCE (APPROWWATF) ---w -- -- WATER MAIN AND VAL W w — N FIRE HYDRANT C3' T£LLPHO AC BOX �T t U OG111Esnc Ku rr b UTILITY POLE w7H GUY m " si �f \ P,} 4' 1 i VA 91AAcE REouEST REGULA 77ONgE�K11B�11 PRONDEB k, 310 CMR 15.240 (5) MINIMUM DESIGN 2 BEDROOMS 3 BEDROOMS 310 CMR 15. 104 (4) ONE PERC TEST IN NONE (W7SCON57N MOUND, PRIMARY AREA ii 310 CMR 15.212 4' 5EPARA77ON TO 2' I . GROUNDWA 7E"R 310 CMR 15.240(1) 4' NA72/RALLY OCCURR/NG NONE PER NOUS MATERIAL { SEWAt00' DISPOSAL SYSTEM sNE�! SITE PLAN AND PRORLE 8 WYMAN AVE JOB SALEM, MA Na. '. iltants PREPARED FOR. Sr JOSEPHS CREDIT UNION;;ti' Sr a � I " 21 { Y. i9,) P .153 317 311 US Postal Service Receipt for Certified Mail . No Insurance Coverage Provided. Do not use for International Mail See reverse Sent ta\^^ M1Q �n Street&Num \ r Post Olfioe,qate,&LP Code Postage $ Certified Fee Spada]Delivery Fee Restricted Delivery Fee N c* Return Receipt Showing to Whom&Date Delivered Realm Receipt Sho"toWlwm, Data&Addressee's Adams CO TOTAL Postage&frees $ Postmark or Date 0 LL N o_ P 153 317 312 • US Postal Service Receipt for Certified Mail No Insurance coverage Provided. Do not use for International Mail See reverse Sent toEb n Street&Numbeqj Post Office,State,&ZIP Code Postage $ Certified Fee - Special Delivery Fee Restricted Delivery Fee � Return Receipt Showing to Whom&Date Delivered .n Return Receipt ft"to Whom, Del,,&MdreaeeS AdNen WTOTAL Postage&Fees Is M Postmark or Date ! CI) a P 153 3'17 314 US Postal Service Receipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail See reverse Sent t Street&Number Post Office,State,&ZIP Code Postage $ Certified Fee Special Delivery Fee Restricted Delivery Fee N � Retum Receipt Showing to Whom&Date Delivered .n Retum Receipt Showing to Wham, Date,&Addressee's Address - QTOTAL Postage&Fees $ M Postmark or Date 0 LL a P 153 317 313 • US Postal Service - Receipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail See reverse Sent to W Street&Number Post Office,State,&ZIP Code Postage $ Cerofied Fee Special Delivery Fee Restricted Delivery Fee m Retum Receipt Showing to Wham&Date Delivered Retum Recut SlawN to Wham, Date,&Addressee's Address OTOTAL Postage&Fees Is v V) Postmark or Date to 3 CITY OF SALEM BOARD OF HEALTH Salem, Massachusetts 01970-3928 JOANNE SCOTT,MPH,RS,CHO NINE NORTH STREET HEALTH AGENT Tel:(508)741-1800 Fax: (508)740"9705 April 16, 1997 John J. Miller Patricia Miller Ronald Knuttila 8 Wyman Avenue Salem, MA 01970 Dear Owners of 8 Wyman Avenue: The Lynn Water & Sewer Commission tabled indefinitely the matter regarding connecting the building owned by you at 8 Wyman Avenue to City of Lynn sewer lines. Therefore, the only alternatives for sewage disposal at that location is a septic system or tight tank. Therefore, you are ordered to submit plans for sewage disposal to this office by April 28, 1997. The plans will be presented to the Board of Health at a public hearing tentatively scheduled for May 27, 1997. Abutters will be notified. Should you be aggrieved by this Order, you have the right to request a hearing before the Board of Health. A request for such a hearing must be received in writing in this office of the Board of Health within seven (7) days of receipt of this Order. At said hearing, you will be given the opportunity to be heard and to present witness and documentary evidence as to why this Order should be modified or withdrawn. You may be represented by an attorney. Please also be informed that you have the right to inspect and obtain copies of all relevant inspection or investigation reports, orders , and other documentary information in the possession of this Board, and that any adverse party has the right to be present at the hearing. � CITY OF SALEM HEALTH DEPARTMENT Nine North Street —" Salem,Massachusetts 01970 Sincerely yours, For the Board of Health, Joanne Scott Health Agent cc: Attorney Dwain Smith Patricia Warren, St. Joseph's Credit Union Joseph Serwatka, Hancock Engineering Associates SENDER: a •Complete items 1 and/or 2 for additional services. I also wish to receive the N •Complete items 3,41a,and 41b. following services(for an H •Print your name and address on the reverse of this form so that we can return this extra fee): card to you. 4i •Attar;this form to the front of the mallpiece,or on the back if space does not 1. ❑ Addressee's Address Z • permit. Receipt Re uested'on the mail iece below the article number. d d p 4 p 2. ❑ Restricted Delivery m ra •The Return Receipt will show to whom the article was delivered and the date C delivered. I consult postmaster for fee. ti o -d v3.Arficle Addressed to: 4a.Article Number m if 153 317 312 a E ATTORNEY DWAIN SMITH 4b.Service Type m y 315 LIBERTY STREET -ti . ❑ Registered Certified 0 U) 4 } ❑ Express Mail ❑ Insured 5 DANVERS, MA 01923 N c ❑ Return Receipt for Merchandise ❑ COD 7.Date of z (8 WYMAN AVE :TS) / ^ 'o T p 5.Received By:(Print Name) i 8.Addresse 's Address(Only if requested c LU and fee is paid)cc F g 6.Sign re eeorAgent) ^ X I — PS Fo nr3811, December 1994 Domestic Return Receipt UNITED STATES POSTAL SERVICE Postage& Mail Postage&Fees Paid USPS Permit No.G-10 • Print your name, address, and ZIP Code in this box • �T" r , lem Health Depart,nent North St. APR t: 1 1991 Salem, Plass. 01970 .7 m SENDER: 2py� -a •Complete items i and/or 2 for additional services. I aISO WI IINO rBFoe%e the I N •Complete items 3,4a,and 4b. follOWln @prvlces(for ani l y •Print your name and address on the reverse of this form so that we can return this extra fe t? t 7 AF R card to you. 4i Attach this form to the front of the mailpieos,or on the back if space does not 1, ❑ A e 9 A re permit. - . y •Write'Refum Receipt Requesfed'on the mailpiece below the article number. 2, ❑ f{estflcte Delivery y •The Return Receipt will show to whom the article was delivered and the date G `o delivered. Consult postmaster for fee. Z I o 3.Article Addressed to: 4a.Article Number iu I d d P 153 317 313 Ml PATRICIA WARREN E ST. t 4b.Service Type ' I E S_. JOSEPH'S CREDIT UNION_ YP m l � 336 LAFAYETTE STREET ❑ Registered Certified j 01 w SALEM, MA 01970 ❑ Express Mail ❑ Insured .�I W C - ❑ Return Receipt for Merchandise ❑ COD Ml j c 7.Date of Delivery, 01 j Z (8 WYMAN AVE — JS) °a 15 5.Received By: (Print Name) 8.Address e's Address(Only if requested Lu and lee is paid) F g 6.Signa t (Addressee orA ) C yV Ps Form 3811, December 1994f Domestic Return Receipt I aim-taiga- 3c IIL...,.I11.i,.L..111....1.i..L.I,LL1.1 UNITED STATES POSTAL SERVIC ��. ® First Class Mail ��� v�-1' US SS & s7aid P M n "permit No:G=10-. • Print yo c�me;°a"dpr ss, and ZIt',.1:OOe_tn S H x 991 APR i 1 1991 Salem 9North gafth pepartmer„ AlT� .i�LENI Salem, Mass. 01970 I First-Class Ma7Paid UNITED STATES PosTAL SERVICE Postage&FeUSPS .Pam it No-G= • Print your name,address, and ZIP Code in this box• artment I APR r 1 1997 Satem ylealth DeP { 9 North. St, p1g70 1 C,i-I-y Gf�=;�'f_Etvl S,a}em,;v5ass- { H AI-T H DEPT. I ti SEomplete items 1 and/or 2 for additional services. I also tor�e+&rive+ m •Complete items 3,4a,and 4b. follow) servlC(e(for: a •Print you[name and address on the reverse of this form so that we can return this extra ai .card to you. i li RPff �. o Attach this form to the from of the mailpiece,or on the Sack if space does not 1, r'ss8� dress permit. /9 y y •Wrile-Retum Receipt Requested'on the mailpiece below me article number. 2. L�•Fe elivery r/1 « •The Relum Receipt will show to whom the article was delivered and the date -delivered. Consult postmaster for fee. d v 3.Article Addressed to: 4a.Article Number d P 153 317 314 E a JOSEPH SERWATKA = I E 4b.Service Type � °u HANCOCK ENGINEERING ASSOC. ❑ Registered )Certified M do 235 NEWBURY STREET ❑ Express Mail ❑ Insured c DANVERS, MA 01923 ❑RetumReceiptforMerchandise ❑ COD • 7.Date of Delivery z (8 VyYMAN AVE JS');' 0 5. Received By: (Print Name) 8.Addressee's Address(Only if requested LU and lee is paid) i 6.Signatur (Add s or a t) i X PS Form 381 , D camber 1994 Domestic Return Receipt III oil I 1 t It fill 11 1 v 0 ESS -first=Class Mai6� UNITED STATES POSTAL SERVICE F� _ sfage&Eees,P�id PM 3 -- '13 Ps® -' D - �'"�y�'P2rM t l�"0.G=1.0— • Print your ame�rddr- s, and ZIP Cotlej.this-bmc! w I �V T APR 2 5 1997 Salem Health Department 9 North St. Salem, Mass. 01970 I III,��rrrlllrl„I.,�Ili�r���llrlrlrrr�lrli��l�llrrrl�irrrrl,Il I SENDER: m I also wish to receive the Ji •Complete items 1 and/or 2 for additional services. �,y •Complete items 3,4a,and 41b. 10110Wing s9rviC8S(for an im •print your name and address on the reverse of this form so that we can return this extra fee): : card-to you. 0 ;Attach this form to the front of the mailpiece,or on the back if space does not 1. ❑ Addressee's Address 'Z d permit. y 0 •Wnte'Refum ReceiptRequested'on the mailpiece below the article number. p. ❑ Restricted Delivery CO) $ •The Return Receipt will show to whom the article was delivered and the date «a C delivered. Consult postmaster for fee. 0 3.Article Addressed to: 4a.Article Number 0 P 153 317 311 E JOHN J. MILLER 4b.Service Type «' PATRICIA MILLER [3 Registered Certified N RONALD KNUTTILA ❑ Express Mail gNLEM In, ¢ 8 WYMAN AVENUE ❑ Return Receip or rchandi OD °pQ SALEM, MA 01970 _ 7.Date o Deli ry o w z (SAME=JS) Io?� ro r F5.Received By:(Print Name) 6.Addressee'sdbges '(Only it sted m LU and fee is paid) AS t g 6.Signa e: dre T ." Ps Korm 3811,becember 1994 Domestic Return Receipt N —fie, �¢'�` - - -- �.� �. ��Y��__ Hancock Engineering dissociates x.235 Newbury Street(Ric. I North) ` Danvers, 01923, James$.'Scanlan L5108),71 7:3 50 C Staff Engineer' .FAX(5 8)7747816 ' - - (617)662.9659(Boston). . '(508)287-2200(Cape Ann) (508)352-7590(Georgetown)`,; ^a. 'Civil Engineenng'-Land Planning *` A Division of Hancock Survey Associates,Inc. ,. tf tt�a � 1 flS L toy 3m cr R L � pA tbYQ 4 A. pwFs > �IL'2( Ccs& �` Y 7•s s/a 41t10 QE� it f i a 1 -���•z Gln `�� � s l az .t i �j I `�i / 3 ct—? fcc�= �o .va Gw r- C is r4 �✓z /y 30 „ Ffc /�Y.z Y ri F 3o'- 83V c csL -r. z,srR �/t s•c s-yn yr3 A.)a AGF i I �sL jjw�-iz.,a� rr IZ /ads Q(0 I. 1 Dwain B. Smith APR ') 1997 � A44omey at Law ( IFY 315 Laterty Square Danvers, Massachusetts 01923 Phone (508) 777-4220 Fax (508) 777-3225 April 8, 1997 Ms. Joanne Scott City Of Salem Board of Health Salem, MA 01970-3928 Dear Joanne Scott: The approval for the "hook-up" to the Lynn sewer is still active (on-the-table) before the Lynn Water& Sewer Commission. The Lynn Engineer recommended this action, if Mr. Potter(the Executive director of the Commission- 400 Parkland Avenue, Lynn, MA 01905) received a letter from Salem stating that Salem could not connect this property and requesting that Lynn allow the hook-up, then he would request that the matter be taken from the table and acted upon. There are no guarantees as to the outcome of the board's decision,but it may be approved. The board meets next Monday and will place this matter on the agenda, if they have the letter by Thursday morning the 10th of April. Their fax number is (617) 592-7791. If there are any questions or concerns,please do not hesitate to contact me. Thank you very much for your efforts in this regard. Yours very truly, . in . Smith, Esq. . .. DBS.smd„ , 3 5i CITY OF SALEM BOARD OF HEALTH Salem, Massachusetts 01970-3928 JOANNE SCOTT, MPH,RS,CHO NINE NORTH STREETI HEALTH AGENT Tel:(508)741-1800 Fax:(508)740-9705 April 8, 1997 Board of Directors Lynn Water& Sewer Commission 400 Parkland Avenue Lynn, MA 01905 Dear Mr. Potter: The septic system serving the house at 8 Wyman Avenue in the City of Salem,,has failed. Raw sewage floats to the surface during the spring when the ground water is at its highest level. This constitutes a serious and imminent public health and environmental threat. The Board of Health will be forced to condemn the house on this lot if this hazard is not abated. According to engineering consultants, there is no area on the house lot to build another system. There is the possibility of building a raised system over or adjacent to the present system, however there are serious concerns regarding the effectiveness of this system . A tie in to the Salem line has been estimated,to cost $100,000 due to distance and geographical considerations. A permanent connection with your Lynn municipal line appears to be the best short and long range solution to this septic problem. Please call me if you have any questions or concerns. Thank you for your assistance. Sincerely yours, oanne Scott Health Agent > g JS/bas cc: Robert Ledoux, Esq., Salem City Solicitor Dwain Smith, Esq. To: _1'�............ � {P✓ EPC . 171✓aco� .........a................................................................................................................ Lynri f.C1 }Pr f ..�eccra✓ COrn�rSSiart Falx: _b..�_7..-._ :. -... _ ..9...1...:............ ............................................................... From: �- ,l�aHrr-e Str�� Date: g 7 ...................................................................................................................................................... page(s) including this page. ................... ................_....... .._........... -................._............... ................... fax from the desk of... Joanne Scott,MPH,RS,CHO Health Agent Salem Board of Health 9 North Street Salem,Ma.01970 (508)741-1800 fax:(508)740-9705 'Communication Report -1 y SALEM HEALTH , APP. 00 '97 04: 03 .PM f1 f:Yal '.7. I7H.'YliLtli d..Ylit77:61:#aY Y7 t..Y.6Y 11.f:Y:.AIiT{'K17/'1.7/t14.li.t'.f'-Y'/tY,6A:bRY.t7.A1.1.1:Y 1Y if-LL:Ax*f.t c MODE REMOTE TERMINAL ID. START TIME TTHE PAGES STATUS I k' ____ ______�_____ . ______________ tt ✓ ______ _____ .,Tx 15175527791-' 04/00 04: 01 PM 01: 17 2 03 S a RESULT TRANSMISSION Ow '6 ��;i 7.i:! ! cA'AY'r:'.ia'Li:.il'I � cia iii 6.i td 1'iltiiYlA di tlii t'Ylliili.tti / 6a 671.Yd/± Yi.tAfif./f.4Ri 6tlf 6*YAi1tYi /.11A t.Y. 11111�: 4 TO ._ _ b —Time WHILE YOU WERE OUT ..r__ ii of Phone Area Code Numbor'* Extension TELEPHONED �IPLEASECALL � CALLEb TO SEE YOU �I� WANTSTOSEEYOU � URGENT � I RETURNED YOUR CALL I■ Message OR 11 From:Dwain Smith,Esq. Smith B SmithCouniallgrs at Law Fax:(508)7773225 Voice:(508)7774220 rape iorz uesaay,APniva,Iyer l l:m:iz All] Dwain B. .midi APR 8 1997 Attorney at Law 4En•OF ZALEM 315 Liherty Square HEALVH DEPT. Danverx, .Massachusefts 01923 Phone (508) 777-4220 Fax (508) 777-3225 FAX COVER PAGE TO: Ms. Joanne Scott, City Of Salem Board of Health FAX: 740-9705 FROM: Dwain B. Smith, Esq. DATE: April 8, 1997 RE: 8 Wyman Avenue, Salem NUMBER OF PAGES (including cover): 2 MESSAGE: Dear Ms. Scott: Enclosed please find a copy of a letter mailed to you today. Sincerely Dwain B. Smith, Esq. THE WITHIN' TRANSN ISSION IS CONFIDENTIAL. AND BELONGS TO THE SENDER. "THIS INFORMATION IS LEGALLY PRIVILEGED. THE MATERIAL ENCLOSED IS ONLY INTENDED FOR THF USE OF THE NAMED IN'DIVIDU.AL. IF YOU ARE: NOT THE INTENDED RF.CIPIF.NT, YOU ARF. HEREBY NOTIFIED THAT ?NY DISCLOSURE, COPYING, DISTRIBUTION OR TAKING OF ANY ACTION IN RELIANCE ON I'T`S CONTENTS IS STRICTLY PROHIBITED A-ND ANY OTHER DISSEMINATION IS STRICTLY PROHIBITED. IN THE EVENTYOU RECEIVE THIS TRANSMISSION IN ERROR, OR IN THE EVENT OF TRANSMISSION PROBLEMS, PLEASE CONTACT DWAIN SNr1TH INIMEDIATELY AT (508) 777-4220. THANK YOL. rrom.uwam aman,eaq. am,msamrzn caunaeimra auaw raxaoual......a vomer aoal n,+,eeu ray=.�� �=��ar.w �� __• J 3 1 FILE COPY Dwain B. Smid, .QAtiorney at Lap 3]5 Llheri�r Sgnare Danvers, Massachusetts Ut923 Phone (508) 777-4220 pax (508) 777-3225 April 8, 1997 Ms. Joanne Scott City Of Salem Board of Health Salem, MA 01970-3928 Dear Joanne Scott: The approval for the "hook-up" to the Lynn sewer is still active (on-the-table) before the Lynn Rater& Sewer Commission, The Lynn Engineer recommended this action, if Mr. Potter(the Executive director of the Commission - 400 Parkland Avenue, Lynn, MA 01905) received a letter from Salem stating that Salem could not connect this property and requesting that Lynn allow the hook-up, then he would request that the matter be taken from the table and acted upon. There are no guarantees as to the outcome of the board's decision, but it may be approved. The board mects next Monday and will place this matter on the agenda, if they have the letter by Thursday morning the I Oth of April. Their fax number is (617) 592-7791. If there are any questions or concerns, please do not hesitate to contact me. Thank you very much for your efforts in this regard. Yours very truly, iZw'atn n 4ith, Esq. DBS.smd r MEMORANDUM Date: 04/04/97 To: Board of Health Members From: Joanne Scott RE: 8 Wyman Avenue I would like to review facts with the Board regarding a failed septic system at 8 Wyman Avenue and to give an update on the situation. • 5-25-94 A dye test was conducted resulting in an order to correct violations of Title V. • 6-14-94 Board instructed me to take any necessary legal action to remedy sewage problem. • 6-23-94 Applied for court hearing; several hearings took place. • - n remedied, or in the rocess 10 11 94 Board voted that if the problem was of P of being remedied, the Board would condemn the property in February. • 11-10-94 Case continued because of promise by owner's attorney that a plan would be submitted by the end of the week. • 2-13-95 Mortgage company approved allocation of$30,000.00 to pay for plan and septic system. • 6-23-95 Land where present and proposed septic systems located does not belong to owner of house but to City. • 1996 Discussions with contractor regarding tying into Salem or Lynn sewer lines, including neighborhood meetings. • 3-11-97 Submittal of plan by Hancock Engineering • 3-28-97 Review of plans with Martin Fair 1 F` 04/04197 MEMORANDUM • 4-3-97 Review of plans with Martin Fair, the engineer, Atty. Dwain Smith, and Pat Warren of the Mortgage Company. The plans as given present some concerns regarding the systems ability to prevent breakout of sewerage. At the 4-3-97 meeting Dwain Smith said he would review the feasibility of tying into Lynn lines. If that is possible, he will determine the time line regarding hearings in Lynn etc. needed to complete the project. If tying into Lynn is not possible, the engineer will rework the septic system plans to increase the possibility of success with the new system. Because the engineer will be seeking variances for this system, a public hearing, and notification of abutters, is required. The Board may want to consider a special meeting during the last week of April for that. This has been a long and delayed process. All along I believed a solution was imminent for this problem and did not condemn the property. In retrospect, I think I should not have been so optimistic. 2 �