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Home My WebLink About0058 WACHUSETT AVENUE - Health 58 Wachusett .Avenue• -.A=287-080 d �p 1` 1 P �a ;r t �{ TOWN OF BARNSTABLE '),hose t ALe i/rA4VJS 0nF+ SEWAGE# 007,-E37 VzL,LAGE oaGNn11S POO+ ASSESSOR'S MAP&PARCEL Q INSTALLERS NAME&PHONE NO. � �c fr u 1 -�1:1O-yS3e/ SEPTIC TANK CAPACITY LEACHING FACILITY:(type) 'jfe �' _ (size) 2 X 2X oZ NO.OF BEDROOMS Ll OWNER ,AAc,,,416S PERMIT DATE: Ma A 11 200 7 COMPLIANCE DATE: 3 :separation Distance Between the: Maximum Adjusted Groundwater Table to the Bo om of Leaching Facility SrN O Feet ?'rivate Water Supply Well and Leaching Facility(If any wells exist 'nn site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any ands exist . . ` w%thin 300 feet of leaching facility) cO Feet FURNISHED BY •� � �- box� �� A-3 - 31V 13-TcAkoo+ -ai `c, •p 13-• -3o J� ® 14 ' No. e20 0� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es application for aiqoal *pgtem Construction permit Application for a Permit to Construct( ) Repair(A Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. j ( tC Jam'rt-_ ii Owner's Name,Address,and Tel. o. ` Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) qJY gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. `3 Ay X'�x rL Tte �c�s Description of Soil Nature of Repairs or Alterations(Answer when applicable) i tist .t!,C iLz, Gr' 5 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by thiMBqXeo��f)Hbalt Signed Date r Application Approved by �-f—Date 3 i 1 C>7 Application Disapproved by: Date for the following reasons ti Permit No. 2 O 7—d g 7 Date Issued 3 1 a-— O 7 No. _007 �6 ..�� ` ,,"'r�.^^---•�..�w Fee l • `"° • Entered in computer: s THE COMMONWEALTH OF MASSACHUSETTS Ves PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZIpphcation for`�i5po$af 6pgtem Con5tructidn Vermit Application for a`Permit to Construct( )r Repair_,()O Upgrade O Abandon O -� Complete lystem ❑Individual Components Location Address or Lot No. tJ�(.r f h v Se t {- J•� Owner's Name;Address,and Tel. o. ' 1 1ec� Acn tP { Assessors Map/parcel' aE)'-t 060 Installer's Name,Address,and Tel.No. ?Xgner's Name,Address and Tel.No Type.of Building: Dwelling No.of Bedrooms Lot Size"'HySG�" sq.ft. Garbage 'Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria,( ) Other Fixtures ' Design Flow(min.required) U I/ gpd Design flow provided `f S-Ci -� gpd Plan Date Number of sheets Revision Daie- "'ON, Title Size of Septic Tank /S"Ca(7 Ty e of S.A.S. 3� AS Description of Soil t k % .Nature of Repairs or Alterations(Answer when applicable) ��5 `� Nl'vJ �04\C SY"74,+ry 1 V S j 4 ,L Date last inspected: Agreement;! The undersigned agrees to ensure the construction and maintenance,of the afore described on-site sewage disposal system in , f, accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Bo of Healt . Signed Date �/ d Application Approved by Date 3— 12 U Application Disapproved by: Date r for the following reasons F Permit No. P-0 0 7—O R 7 Date Issued 3 _ t _ 07 ——— ———----———————————--=————————————--------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CERT FY,that the On-site Sewage System Constructed ( ) Repaired (g ),,,Upgraded 41 /hr ( ) Abandoned( )by i�in..i " rt at �6Z�pf ) viwniJ s►/hd�" has been constructed in accordance with the provisions of Title 5 and the for Disp sal System Construction Permit No. 2 00 7 — 6 g 7 dated 3 _ �-n7 Installer ) r x/�S ��/OuJn./ Designer HIdlvo #bedroomms' Approved design flow ;' / gpd The issuance of this perm/itsh/a�l�l not be construed a9 a rantee that the system function as desire qp 6 Date '�I. ^XJ�O / �n Inspector ( , . ,y e e- '�u � ----------- ---- Fee ------ 0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Owi.5pont *pgtem Cow9truction permit Permission is hereby granted to Construct ( ) Repair ) Upgrade ( ) Abandon ( ) System located at �g3 �,t,bc�it/5 rfF- "4r it and as described in the above Application for Disposal System Construction.Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this pewit. Date , -PX Approvedlby s Town of Barnstable Regulatory Services Thomas F.Geiler,Director ,iAIDWnsrE;. MAM g Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: -,,11.qok7 Sewage Permit# 2°a7-oFr� Assessor's Map\Parcel 2 g7 oSo Designer: Ga.xfn,- O!gA iN"r Survzv Installer: D* las A. Grgwt, Address: -78' k3a,-H4. -Q- Address: Ro. 13ox 145 �rtieanr�i5 �2L01 Ge�n�eroi��Q M14 OZ632 On 3 /Z 2em w n was issued a permit to install a �ewlGs Pr. Grow (date) (installer) septic system at SS Qs dtF ► yr, Li,.1 Q„nib 1Po,.+ based on a design drawn by (address) N 10- %1"trg dated U2N �zem7 (designer) certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with. major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State&Local.Regulation. Plan.revision or certified as-built by designer to follow. �OF s STEPHEN AU Y i PlIalirrs Signature) W14s,014 YAI esigner's Signature) (Affix De si tamp Here) . PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc (�2oob-aSZ� 15 21d: iteaaratioa of Plans.aria �oecificanons 111� o+1+ /�� fie ? �/��c'l, ' the plans and specifications .for every on-site system shall be prepared.as follows: (1) Every system shall be designed by a Massachusetts Registered Professional Engineer or a Massacl usetts Registered Sanitarian provided that such Sanitarian shall not design a. system designed to discharge more than 2,000 gallons per day pursuant to 310 CMR 15.203. ny other a;ent of the owner•.may prepare plans for the repair of a system.designed to discharge not more than than•2,000 gallons per day pursuant to 310 CMR 15.203 provided they are reviewed by•a Massachusetts Registered Sanitarian and,approved by the approving au ority; (2) .Every plan submitted for approval must be dated and bear the stamp and signature of the designer, (3} Every plan for a new system or plan for the upgrade or expansion of an existing:system which requires a variance to a properry'line setback distance.:must also reference a plan which bears the stamp and signature of a Massachilietts; Licensed Land Surveyor in accordance with M.d.L. c: 112, § 81D; " A4) Every plan for a system shall be of suitable scale(one inch=40 feet or fewer for plot ) and one inch=2U feet or fewer for details of system components). d.shall include. d�tcnon of: (a) the legal boundaries of the facility to be served: (b) the,holder and location of any easements appurtenant to or which could impact the .system; . . .. sy the location-of the all dwellings)or bui.ld:ng(s.)existing and proposed on the facility a identification of those to be served by the system; d) the•"1'acation of existing of proposed imper+cious"areas, includirtg:.driveways and azkmg areas; _ - ) location and dimensions of the system (secluding reserve area); system design calculations, including design daily sewage flow, septic rank capacity (required and provided); soil absorption system capacity (required and provided); and Nether system is designed for garbage grinder; O North arrow and existing and proposed contours; Iodation and•log of deep'observation hole tests including the date of test, existing grade elevations marked on each test, and the names of the representative of the a roving authority and sail evaluator; �1) cation and results of percolation tests including the sate of test and the names of resentative of the approving aathadry and soil evaluator,1ame and certification number of the Soil Evaluator of record; (k) location.of.every water supply+Public axtd private. 1. within 400 feet of the proposed system location in the case of surface water supplies-and gravel packed public water supply wells, 2. within 250 feet of the proposed system location in the case;of tubular public water supply atolls, and /1 3. within 150 feet of the.proposed system location in the, case of private water /T supply wells: -- - i) location of-any surface waters of the Commonwealth:-rivers, bordering vegetate -•- wetlands, salt marshes, inland or coastal banks, regulatory flood way, velocity zone, utaries to surface water supplies,certified surface water supplies, trib vernal pools,private water supplies or supplies, trsuction lines, gravel packed or tubular public water supply wells, subsurface drauss, leaching catch basins, or dry wells; and the location of any nitrogen 15.215 within which portions of the proposed sensitive area identified'in 310 CMR stem are located. ,) location of water lines and other subsurface utilities on the facility; (n observed and adjusted ground-water elevation in the vicinity of the system; a complete profile of the system; a note on the plan listing alI variances to the provisions of 310 CMR 15.000 sought conjunction with the plan; . the location and•elevation of One benchmark.within 50. to 75 feet of the facility w ch is not siibject to dislocation or loss.4urirug construction ori'the facility; when dosing is'prnposed, complete design and specification of the,dosing system A osed including.but hoc limited to dosing chamber capacity (required and:provided), g•curves and,specifications, number of dosing cycles and depth per cycle; 0, CU))4, when a Recirculating Sand Filter or equivalent alternative technology is required or sed. a complete plan andspecification for the system,including a hydraulic profile; a locus plan,to showthelocation of the facility including the nearest existingstreet, the street nurriber and lot number, if any, of the facility; and materials of construct11 __�v_) the pn.and the specifications of the system. .�✓ , 40 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL q DEPARTMENT OF ENVIRONMENTAL PR v CAPE COD OFFICE 1 973 Iyannough Road, Route 132, Hyannis, MA 02601 Phone:508-771-6003 FAX:.508-771-6156 DEVAL L.PATRICK Governor IAN A.BOWLES. Secretary TIMOTHY P.MURRAY Lieutenant Governor ARLEEN O'DONNELL Commissioner February 15,2007 Mr. Thomas McKean,Director RE: B 4RNSTABLE—Subsurface Sewage Board of Health Disposal-Proposed Variance to 310 CMR 200 Main Street 15.000"Title 5 of The State Environmental Hyannis,Massachusetts 02601 Code"for Eleanor Mayfield,58 Wachusett Avenue,Hyannis Port and Transmittal No. W 113 803 Ms. Eleanor Mayfield 31 Wingstone Lane Devon,Pennsylvania 19333 Dear Mr.McKean and Ms.Mayfield: Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.412, the Southeast Regional Office of the Department of Environmental Protection has completed its review of the above referenced application for approval of variances granted by the Barnstable Board of Health. The application contains a copy of the Board of Health's grant of a variance from the following provisions of Title 5;310 CMR 15.000:. 310 CMR 15.25 1(1)(d): Trenches As part of the application, the Department received plans consisting of one (1) sheet,titled as follows: SITE LOCATION 58 WACHUSETT AVENUE HYANNIS PORT.MA., 02647 PREPARED FOR ELEANOR MAYFIELD TITLE SEPTIC SYSTEM REPAIR PLAN 11is information is available in alternate format Call Donald M.Games,ADA Coordinator at 617-556-1057.TDD Service-1-800-298-2207. MassDEP on the World Wide Web: httpJ/.www.mass.gov/dep 1 Printed on Recycled Paper 2 BAXTER AND NYE ENGINEERING&SURVEYING REGISTERED PROFESSIONAL ENGINEERS AND SURVEYORS 78 NORTH STREET—3'FLOOR,HYANNIS,MASSACHUSETTS 02601. PHONE—(508)771-7502 FAX—(508)771-7622 SCALE: 1"=5' DATE: 10-18-2006 1 SAW 1/24/07 REVISE LEACHING SYSTEM NO. BY DATE REMARKS DRAWN BY: JRE DESIGNED BY: CHECKED BY: MWE Based upon its review of the application, and in accordance with 310 CMR 15.410, the Department has determined both of the following:. a) The applicant has established that enforcement of 310 CMR 15.104 AND 15.255 would be manifestly unjust, considering all of the relevant facts and circumstances of this case. Site constraints due to lot size and presence of the existing dwelling render strict compliance infeasible. b) The applicant has established that a level of.environmental protection that is at least equivalent to that provided under 310 CMR 15.000 can be achieved without strict application of 310 CMR 15.211. The applicant,has established equivalent environmental protection as follows: - Given the site constraints, the reduced separation constitutes maximum feasible compliance in the design of the system. The Department, therefore, approves the Board of Health's grant of a variance from 310 CMR 15.211 subject to the following: 1. There is to be no increase in sewage flow to the repaired subsurface sewage disposal system and no increase in square footage to the existing structure served by the sewage disposal system which will result in an increase in flow. This approval limits flow to 440 gallons per day. 2. A ,Disposal System Construction Permit must be obtained from the Barnstable Board of Health prior to the start of construction. 3. Approval for the proposed system will be dependent upon the recording in the appropriate registry of deeds of a deed restriction limiting flow to 440 gallons per day and that discloses the existence of a variance and conditions of the variance for the sewage. disposal system and the involvement of the Department .of Environmental Protection in said system. An attested copy of this notice shall be submitted to the 3 Department and the Board of Health prior to the issuance of the Disposal System Construction Permit. This variance.determination is an action of the Department. If the applicant is aggrieved by this determination, s/he may request an Adjudicatory Hearing in accordance with 310 CAD? 100 and MG.L. C.30A. A request for an Adjudicatory Hearing must be made in writing and postmarked within 30 days of the date of issuance of this determination. Pursuant to 310 CMR 1.01(6), the request must state clearly and concisely the facts that are grounds for the request and the reliefsought. The hearing request, along with a valid check payable to Commonwealth of Massachusetts in the amount of one hundred dollars(V 00.0o), must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection P.O. Box 4062 _ Boston, MA 02211 The hearing request will be dismissed if the filing fee is not paid, unless the appellant is exempt or granted a waiver, as described below. The filing fee is not required if the appellant is a city or town (or municipal agency), county, or district of the Commonwealth of Massachusetts, or a municipal,housing authority.. The Department may waive the adjudicatory hearing filing fee for a person who shows that paying the fee.will create an undue financial hardship- A person seeking a waiver must file, together with the hearing-request as provided above, an.affidavit setting forth the facts in support of the claim of undue financial hardship. Should you have any questions regarding this matter,please contact meat(508)771-6047. Very truly Etion k� Brian A.D Bureau of BAD cc: . Stephen Wilson Baxter Nye Engineering and Surveying 78 North Street-P Floor Hyannis,MA 02601 P:\bdudley\wpapp\Bamstable\mayfield.doc i f Bk 21809 Ps 6 5 41r-1 165 5 ' 02-27—'fie s0 7 a 12 = 51 P DEED RESTRICTION Whereas, ELEANOR F. MAYFIELD, of 31 Wingstone Lane, Devon, Pennsylvania 19333 is the owner of a property located at 58 Wachusett Avenue, Hyannis Port, Massachusetts 02647 being the easterly half of Lots 43 and 44 in Section 3 of a plan entitled "Plan of Seashore Lots belonging to the Hyannis Land Company, Hyannis, Mass." which plan is recorded in Plan Book 26, Page 95 with the Barnstable County Registry of Deeds together with a twelve (12) foot right of way over the westerly half of Lot 43 along the northerly line of said Lot 43 for the purposes of ingress and egress to the granted premises; Whereas, ELEANOR F. MAYFIELD, as the owner of said lot has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition t- obtaining a variance fr"rn the 310 CMR 15.214 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and to obtaining a building permit for this lot; Whereas, the Town of Barnstable Board of Health, as a pre-condition to granting the variance from 310 CMR 15.214, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this lot is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document; Now Therefore, ELEANOR F. MAYFIELD, does hereby place the following restriction on this above-referenced land in accordance with this agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1. 58 Wachusett Avenue, Hyannis Port, Massachusetts may have constructed upon the lot a house containing no more than four(4) bedrooms. ELEANOR F. MAYFIELD agrees that this shall be a permanent Deed Restriction affecting the above described property. However, in the event that the house at 58 Wachusett Avenue, Hyannis Port, Massachusetts, is at some future date comlected to a sewer, this Restriction shall lapse. For title, see Deed recorded at Book 10581, Page 255 with the Barnstable County Registry of Deeds. 'ETER L.O'KEEFFE.P.C. .. . ATTORNEY AT LAW 407 NORTH STREET HYANNIS,MASS.OZ601 °LEPHONE(508)775-7339 Executed as a sealed instrument this_ ?, day of February, 2007. Eleanor F. ayf`iel COMMONWEALTH OF PENNSYLVANIA County: On this '?i3'�day of February, 2007 before me, the undersigned Notary Public, personally appeared Eleanor F. Mayfield proved to me through satisfactory evidence of identification being (check whichever applies): other state or federal governmental document bearing a photograph image; or Oath or affirmation of a credible witness known to me who knows the above signatory; or My own personal knowledge of the identity of the signatory to be the person whose name is listed above and acknowledges to me that she signed the foregoing instrument voluntarily of her own free act and deed. Notary Public My Commission Expires: seal NA., P�cEaTsa(Se�f Pauline R.fA210 iu,W-t YY Punic RadnorTvr,.,i:�_6:v are County LtVY Commis^,..7, .X-`Tes�1CL 6,2007 ft4ember.Pearls•.' y;!: irsoc!at;on Of Notaries I :TER L-O'KEEFFE,P.C. ATTORNEY AT LAW 407 NORTH STREET \1YANNIS, MASS.02601 - -EPHONE (508)775-7339 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION CAPE COD OFFICE 973 Iyannough Road, Route 132, Hyannis, MA 02601 Phone: 508-771-6003 FAX: 508-771-6166 DEVAL L.PATRICK IAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY ARLEEN O'DONNELL Lieutenant Governor Commissioner February 15, 2007 Mr. Thomas McKean, Director RE: BARNSTABLE--Subsurface Sewage Board of Health Disposal-Proposed Variance to 310 CMR 200 Main Street. 15.000 "Title 5 of The State Environmental Hyannis, Massachusetts 02601 Code" for Eleanor Mayfield, 58 Wachusett Avenue,Hyannis Port and Transmittal No. W113803 Ms. Eleanor Mayfield 31 Wingstone Lane Devon, Pennsylvania 19333 Dear Mr. McKean and Ms. Mayfield: Pursuant to Title 5 of the State Environmental Cod e, 310 CMR 15.412, the Southeast Regional Office of the Department of Environmental Protection has completed its review of the above referenced application for approval of variances granted by the Barnstable Board of Health. The application contains a copy of the Board of Health's grant of a variance from the following provisions of Title 5, 310 CMR 15.000: 310 CMR 15.251(1)(d): Trenches As part of the application, the Department received plans consisting of one (1) sheet, titled as follows: SITE LOCATION 58 WACHUSETT AVENUE HYANNIS PORT. MA., 02647 PREPARED FOR ELEANOR MAYFIELD TITLE SEPTIC SYSTEM REPAIR PLAN This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556.1057.TDD Service-1-800-298-2207. MassDEP on the sWorld Wide Web: http://www.mass.gov/dep G� Printed on Recycled Paper 2 BAXTER AND NYE ENGINEERING& SURVEYING REGISTERED PROFESSIONAL ENGINEERS AND SURVEYORS 78 NORTH STREET—3RD.FLOOR, HYANNIS, MASSACHUSETTS 02601 PHONE—(508)771=7502 FAX—(508)771-7622 SCALE: 1"= 5' DATE: 10-18-2006 1 SAW 1/24/07 REVISE LEACHING SYSTEM NO. BY DATE REMARKS DRAWN BY: JRE DESIGNED BY: CHECKED BY: MWE Based upon its review of the application, and in accordance with 310 CMR 15.410, the Department has determined both of the following: - a) The applicant has established that enforcement of 310 CMR 15.104 AND 15.255 would be manifestly unjust, considering all of the relevant facts and circumstances of this case. Site constraints due to lot size and presence of the existing dwelling render strict compliance infeasible. b) The applicant has established that a level of environmental protection that is at least equivalent to that provided under 310 CMR 15.000 can be achieved without strict application of 310 CMR 15.211. The applicant has established equivalent environmental protection as follows: Given the site constraints, the reduced separation constitutes maximum feasible compliance in the design of the system. The Department, therefore, approves the Board of Health's grant of a variance from 310 CMR 15.211 subject to the following: 1. There is to be no increase in sewage flow to the repaired subsurface sewage, disposal system and no increase in square footage to the existing structure served by the sewage disposal system which will result in an increase in flow. This approval limits flow to 440 gallons per day. 2. A Disposal System Construction Permit must be obtained from the Barnstable Board of Health prior to the start of construction. 3. Approval for the proposed system will be dependent upon the recording in the appropriate registry of deeds of a deed restriction limiting flow to 440 gallons per day and that discloses the existence of a variance and conditions of the variance for the sewage disposal system and the involvement of the Department of Environmental Protection in said system. An attested copy of this notice shall be submitted to the 3 Department and the Board of Health prior to the issuance of the Disposal System Construction Permit. This variance determination is an action of the Department. If the applicant is aggrieved by this determination, s/he may request an Adjudicatory Hearing in accordance with 310 CMR 1.00 and M.G.L. C.30A. A request for an Adjudicatory Hearing must be made in writing and postmarked`within 30 days of the date of issuance of this determination. Pursuant to 310 CMR 1.01(6), the request must state clearly and concisely the facts that are grounds for the request and the relief sought. The hearing request, along with a valid check payable to Commonwealth of Massachusetts in the amount of one hundred dollars ($100.00), must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection P.O. Box 4062 Boston, MA 02211 The hearing request will be dismissed if the filing fee is not paid, unless the appellant is exempt or granted a waiver, as described below. The filing fee is not required if the appellant is a city or town (or municipal agency), county, or district of the Commonwealth of Massachusetts, or a municipal housing authority. The Department may waive the adjudicatory hearing filing fee for a person who shows that paying the fee will create an undue financial hardship. A person seeking a waiver must file, together with the hearing request as provided above, an affidavit setting forth the facts in support of the claim of undue f nancial hardship. Should you have any questions regarding this matter,please contact me at(508) 771-6047. Very truly yours, Brian A. Dudley Bureau of Resource Protection BAD cc: Stephen Wilson Baxter Nye Engineering and Surveying 78 North Street—P.Floor Hyannis,MA 02601 P:\bdudley\wpapp\Bamstable\mayfield.doc �, I Ir n\ , m P�pf IKE Tp�� Town of Barnstable k. MRNSTABLE. Mn39. 3q p i6 . Board of Health � 1� ArF4 fNA'1 a, 200 Main Street, Hyannis MA 02601. Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Susan Rask,R.S. April 27, 2007 Mr. Stephen Wilson, P.E. Baxter Nye Engineering and Surveying 78 North Street Hyannis, MA 02601 REVISED PLANS AND VARIANCES RE: 58 Wachusett Avenue, Hyannisport A= 287-080 Dear Mr. Wilson, You are granted variances on behalf of your client, Eleanor F. Mayfield, to construct an onsite sewage disposal system at 58 Wachusett Avenue, Hyannisport. The variances granted are as follows: 310 CMR 15.251(d): To allow 2 feet of separation between trenches in lieu of the four feet minimum required. 310 CMR 15.404(2)(d): To allow a 25% reduction in the size of the leaching area. 310 CMR 15.211: To place the soil absorption system eight (8) feet away from the property line, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211: The soil absorption system will be located seven (7) feet away from the foundation wall, in lieu of the twenty (20) feet minimum setback required. 310 CMR 15.211: To place the septic tank five (5) feet away from the property line, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211: The septic tank will be located eight (8) feet away from the foundation wall, in lieu of the twenty (20) feet minimum setback required. Q:W ilsonStephenMayfield07 F4 310 CMR 15.248: To waive the requirement for a reserve area. - - These variances are granted with the following conditions: (1) No more than four (4) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered ".bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to four (4) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) No additions are authorized as there shall be no increase in footprint to the foundation or increase in elevation of the building in the future. (4) The applicant shall obtain approval from the Massachusetts Department of Environmental Protection due to the particular State Environmental Code variances requested (see above listing). (5) The septic system shall be installed in substantial conformance with engineered plans dated October 18, 2006 with revision dated January 24, 2007. (6) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the plans dated October 18, 2006 with revision dated January 24, 2007. The engineering plan specifies that an effluent tee filter will be installed. In addition, an impermeable membrane will be installed along the foundation. These variances are granted because the physical constraints at the site severely restrict the location of the septic tank and soil absorption system due to the small size of the lot (only 4,956 square feet) which severely restricts the possible locations of septic components. Sincer ours, Wayne Mil r, M.D. Chairman Q:W ilsonStephenMayfield07 i DATE: / �16 FEE: MASMS • i = gyp: ' 639. REC. BY Town of Bapstable, DATE: i�OD 7 Board of Health 200 Main Street,Hyannis MA 02601 Once: 508-862 4644 Susan G.Rask,R.S.- TAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Rcuman • 3a►uarLt 2q ` ZOO7, Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: !ra (J a a k�a If a►r nub wr►te tie.-A Assessor's Map and Parcel Number m��,l to Size ofLot: �4 g.SL S. Wetlands Within 300 A Yes Business Name: _ 'No X _ Subdivision Name: APPLICANT'S NAME:-S1ear,e,r• •F. t+Vltr. i.1 Phone Did the owner of the property authorizeyou to representhim'or her?. .Yes �_ .':No PROPERTY OWNER'S NAME CONTACT PERSON i Name: 1 e6 rsr F K11a ,JI'►D Name: A, (i'1;Ise•. P.i= 6.xkf t.lyc 4►151rw-c.•t.5 t SVrvvjlfta. i Address: 31 t ansAr an, In DCLI' .n peo" Address: 78 t�,,.Ji, St_ �iM le d26o/ Phone: Phone:(=a) VARIANCE FROM REGULATION(fist Reg) REASON FOR VARIANCE(May attach if more space needed). Pt i NATURE OF WORK: House Addition ❑ House Renovation Repair of Failed Septic System ❑ eckfisf(to be completed by office staff-person receiving variance request application) - Foie(4)copies of the completed variance request form t Four(4)copies of engineered plan submitted(e.g.septic system plans) - 17 _ Four(4)copies of labeled dimensional floor plans submitted(e.g.bouse plans or restaurant lotclten plans) I— Signed Signed keen stating that the property owner authorized you to represent birrul=for this request J fTl Applicant understands that the abutters must be notified by certified mail at least tin days prior to meeting date at-appli 's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected (no fee for lifeguard modification nmew* grease trap variance renewals [same ownerAcasm only],outside dining variance renewals[same owner/kasee only],and variances to repair tailed sewage disposal systons [only if no expansion to the building proposal]) _ Variance request submitted at least 15 days prior to mating date VARIANCE APPROVED Susan G.Rask,R S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.)L REASON FOR DISAPPROVAL Wayne A.Miller,M.D. C:\Documents and Settings\decollik\Local Settings\Temporary Internet Files\OLKFB\VARIREQ.DOC Variances Requested From Title V (Revised-January 24th,2007) 58 Wachusett Avenue,Hyannis Port • 310 CMR 15.404(2)(d)— to allow a 25%reduction in the amount of leaching area required. An effluent tee filter will be installed. • 310 CMR 15.251(d) -to allow 2 feet of separation between 'leaching trenches in lieu of 4 feet. • 310 CMR 15.211(1) —to allow an SAS to be 7 feet from a property line in lieu of 10 feet. • 310 CMR 15.211(1) — to allow an SAS to be 7 feet from a foundation in lieu of 20 feet. An impermeable membrane will be installed at the foundation. • 310 CMR 15.211(1) to allow a septic tank to be 5 feet from a property line in lieu of 10 feet. • 310 CMR 15.211(1)—to allow a septic tank to be 8 feet from a foundation in lieu of 10 feet. • 310 CMR 15.248 —to waive the requirement for a reserve area #2006-052 MayfieldVarianceldoc i October.10 th2006 Board of Health " Town Offices 200 Main Street Hyannis;Massachusetts 02601 Re: 58 Wachusett Avenue,Hyannis Port Members of the Board, This letter is to inform you that I have authorized Stephen A. Wilson,P.E. to represent me for the variances being requested at the above noted location. Sincerely, Eleanor F.Mayfield #2006-052 Mayfie]dBOFI tter.doc Transmittal Letter To: -Board of Health— _ 200.Main Street_ Hyannis, MA 02601 Attn.- From: Stephen A. Wilson,.P.E. Subject: -E. �� Md Ayc.114sjcaNnis For+ Date: We are sending you ®Attached ❑Under Separate Cover .. The following documents: ❑Prints❑Order of Conditions❑Variance Approval❑Recording Slip ❑Septic System-Permit ❑Notice of Intent®Other Oc e-cl Y2e s lY►ah art DATE QUANTITY DESCRIPTION 2^2 -2oo-7 Ca a cs Ott tchv►� These items are transmitted as checked below: ❑ For Your Use ❑ As Requested ® For Your Files ❑ For Review and Comment ❑ For Recording As Required Other: A_ �i Pic d-L, Ic C u tyr-, ►E-%4-- �� (?l C c 1441 L)GIh 4.0 CJd r6c Q. 9 - S I-skmi.. .MG%MAU f_ 7 CX3 E7} CD _ w CJ g— r� Additional Distribution R. pjdl" 1Dff►0 5 Rene P. O C't File No. 2 6 o G Q 5 2 Baxter Nye Engineering&Surveying Phone: 508-771-7502,ext.13 78 North Street,P Floor Fax: 508-771-7622 Hyannis,Massachusetts 02601 E-Mail:swilson@baiter-nye.com TransmittalLetter5.doc FEB-27-2007 TUE 01 :41 PM Law Offices FAX NO. 5087786866 P. U2 0-2-27—2007 a 1:2_51 P DEED RUSTRXCT 0 Whereas, ELEANOR F. MA AFIELD, of 31 Wingstone Lane, Devon, Pennsylvania 19333 is the owner of a property located at 58 Wachusett Avenue, Hyannis Port,Massachusetts 02647 being the easterly half of Lots 43 and 44 in Section 3 of a plan entitled"Plan of Seashore Lots belonging to the Hyannis Land Company, Hyannis; Mass." which plan is recorded in Plan Book 26,Page 95 with the Barnstable County Registry of Deeds.together with a twelve(12) foot right of way over the westerly half of Lot 43 along the northerly line of said Lot 43 for the purposes of ingress and egress to the granted premises; Whereas, ELEANOR F. MAYFIELD, as the owner of said lot has,agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a variance from the 310 CMR 15.21.4 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and to obtaining a building permit for this lot; Whereas, the Town of Barnstable Board of Health, as a pre-cc ndition to granting the variance from 310 CMR 15.214, State Environmental Code,Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this lot is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on.record with. the Barnstable County Registry of Deeds by recording this document; Now 77terefore, ELEANOR F. MAYFIELD, does hereby place the following restriction on this above-referenced land in accordance with this agreement with the Town of Barnstable Board of health, which restriction shall run with the land and be binding upon all successors in title: 1. 58 Wachusett Avenue, Hyannis Port, Massachusetts may have constructed upon the lot a house containing no more than four(4)bedrooms_ ELEANOR F. MA'YFIELD agrees that this shall be a permanent peed Restriction affecting the above described property. However, in the event that the house at 58 Wachusett Avenue, Hyannis Pork, Massachusetts, is at some future. date connected to a. sewer, this Restriction shall lapse_ r For title, see Deed recorded at Book 10581, Page 255 with the Barnstable County Registry of.Deeds. co C +� ATPORNlY AT LA%v 407 NORTH STREET- IYANNIs.MASS.02601 F-PHOW(500)775-7330 FEB-27-2007 TUE 01:41 PM Law Offices FAX 1N0. 5087788866 P. 03 4 Executed as a seated instra nient this ! day of February,2007. x EleanorF.Mel r COMMONWEALTH OF PENNSYLVANIA County: V'i'A. VJ— on this y3'*`day of February, 2007 before me, the undersigned Notary Public, personally appeared Eleanor F. Mayfield proved to nie through satisfactory evidence of identification being(check whichever applies): other state or federal governmental docurrient bearing a photograph image; or Oath or affirmation of a credible witness known to me who knows the above signatory;or My own personal knawledO of the identity of the signatory to be the person whose name is listed above and acknowledges to me that she signed the foregoing instrument voluntarily of her own free act and deed. Notary Public My Gomn-iission Expires: seal _ ;:�l)7��Id�JP.''d:`f•1.�t': :irE�:iai•:7uL.V!'1�.�"t i��•L.{i3r�L•12� Pauline R.Nlslc y.(-Lily Public RBdnocTvp_,�3-jaw&c Carty my cUmmiE,- ,:zq)i s Coot 6�2oa7 mLmher,Papni,•b,,n�;Yssrac;LAbP of Notaries MR r•--dK>L-PFE,P.0 ATTOt NUX AT LAW 407 NPR"S'[RECT IYANNLS,MASS 0260t i:P1iONE CSM 775-73S? Town of Barnstable Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 � Q 1 Paul Canniff,D.M.D. uM 1'I January 11, 2007 Mr. Stephen Wilson, P.E. I6� Baxter and Nye En ineerin and Surveyingll Y 9 9� 812 Main Street Osterville, MA 02655 RE: 58 Wachusett Avenue, Hyannisport A= 287-080 Dear Mr. Wilson, You are granted a variance on behalf of your client, Eleanor F. Mayfield, to construct an onite sewage disposal system at 58 Wachusett Avenue, Hyannisport. The variances granted are as follows: 310 CM 15.211: To place the soil absorption system eight (8) feet away from the property line, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211: The soil absorption system will be located seven (7) feet away from the foundation wall, in lieu of the twenty (20) feet minimum setback required. 310 CMR 15.211: To place the septic tank five (5) feet away from the property line, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211: The septic tank will be located eight (8) feet away from the foundation wall, in lieu of the twenty (20) feet minimum setback required. 310 CMR 15.248: To waive the requirement for a reserve area. CMR 15.253 1 : To allow 3.3 feet of sidewall leaching 310 ( ) 9 area in lieu of the two feet maximum allowed. 310 CMR 15.404(2)(d): To allow a 25% reduction in the size of the leaching area. Q:WilsonStephenMayfield07 These variances are granted with the following conditions: (1) No more than four (4) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to four (4) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) No additions are authorized as there shall be no increase in footprint to the foundation or increase in elevation of the building in the future. (4) The applicant shall obtain approval from the Massachusetts Department of Environmental Protection due to the particular State Environmental Code variances requested (see above listing). (5) The septic system shall be installed in substantial conformance with engineered plans dated October 18, 2006. (7) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed insubstantial compliance with the plans dated October 18, 2006. These variances are granted because the physical constraints at the site severely restrict the location of the septic tank and soil absorption system due to the small size of the lot (only 4,956 square feet) which severely restricts the possible locations of septic components. Sincerely yours, Wayn, Miller, M.D. Chairman Q:WilsonStephenMayfieldW Baxter Nye Engineering & Surveying 78 North Street, 3rd Floor, Hyannis, Massachusetts 02601 February 1", 2007 Mr. Thomas McKean Health Department 200 Main Street Hyannis, Massachusetts 02601 Re: E. Mayfield, 58 Wachusett Avenue, Hyannis Port Dear Mr. McKean, Enclosed find a draft of the four bedroom deed restriction for the above noted project. If the proposed language meets with your approval I will have it prepared for my client's signature and recording. If you have any questions or comments please call me directly at (508) 771-7502. Sincerely Stephen A. Wilson, P.E. M > X r,a -- r— �� M encl.. #2006-052 Maw eldDeedRestriction.doc Phone (508) 771-7502; Fax (508) 771-7622 DEED ]RESIRICTION Whereas, ELEANOR F. MAYFIELD, of 31 Wingstone Lane, Devon, Pennsylvania 19333 is the owner of a property located at 58 Wachusett Avenue,Hyannis Port, Massachusetts 02647 being the easterly half of Iota 43 and 44 in Section 3 of a playa entitled "Plan of Seashore Lots belonging to the Hyannis Land Company, Hyannis, Mass." which plan is recorded in Plan Book 26, Page 95 with the Barnstable County Registry of Deeds together with a twelve (12) foot right of way over the westerly half of Lot 43 along the northerly line of said Lot 43 for the purposes of ingress and egress to the granted premises; Whereas, ELEANOR F. MAYFIELD, as the owner of said lot has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a variance from the 310 CMR .15.214 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage and to obtaining a building permit for this lot; Whereas,the Town of Barnstable Board of Health, as a precondition to granting the variance from 3 10 CMR 15.214, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this lot is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document; Now Therefore, ELEANOR F. MAYFIELD, does hereby place the following restriction on.this above-referenced land in accordance with this agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1. 58 Wachusett Avenue, Hyannis fort, Massachusetts may have constructed upon the lot a house containing no more than four(4)bedrooms. ELEANOR F. MAYFIELD agrees that this shall be a permanent Deed.Restriction affecting the above described. property. However, in the event that the house at 58 Wachusett Avenue, Hyannsi s Port, Massachusetts, is at some future date,connected to a sewer,this Restriction shall lapse. Fot title, see Deed recorded at Book 10581,Page 255 with the Barnstable County Registry of Deeds. // j t i r P�Of SHE Tpk� Town of Barnstable Y Y Y ; " AARNSrAULE, 9g, 639• ,�� Board of Health ArfO MA1 a 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-66304', Paul Canniff,D.M.D. Mr. Stephen Wilson, P.E. C'iJut, �� anua y 11, 2007 Baxter Nye Engineering and Surveying 78 North Street Hyannis, MA 02601 RE: 58 Wachusett Avenue, Hyannisport A= 287-0 Dear Mr. Wilson, You are granted a variance on behalf of your client, Eleanor F. Mayfield, to construct an onsite sewage disposal system at 58 Wachusett Avenue, Hyannisport. The variances granted are as follows: 310 CMR 15.211: To place the soil absorption system eight (8) feet away from the property line, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211: The soil absorption system will be located seven (7) feet ✓ away from the foundation wall, in lieu of the twenty (20) feet minimum setback required. 310 CMR 15.211: To place the septic tank five (5) feet away from the property line, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211: The septic tank will be located eight (8) feet away from the ✓ foundation wall, in lieu of the twenty (20) feet minimum setback required. 310 CMR 15.248: To waive the requirement for a reserve area. ✓ r�+ 310 CMR 15.2530): To allow 3.3 feet of sidewall leaching area in lieu of the two feet maximum allowed. 310 CMR 15.404(2)(d): To allow a 25% reduction in the size of the leaching area. ✓ Q:WilsonStephenMayfield07 .rr 310 CMR 15.2530): To allow 3.3 feet of sidewall leaching area in lieu of the two feet maximum allowed. 310 CMR 15.404(2)(d): To allow a 25% reduction in the size of the leaching area. These variances are granted with the following conditions: (1) No more than four (4) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to four (4) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) No additions are authorized as there shall be no increase in footprint to the foundation or increase in elevation of the building in the future. (4) The applicant shall obtain approval from the Massachusetts Department of Environmental Protection due to the particular State Environmental Code variances requested (see above listing). (5) The septic system shall be installed in substantial conformance with engineered plans dated October 18, 2006. (7) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the plans dated October 18, 2006. These variances are granted because the physical constraints at the site severely restrict the location of the septic tank and soil absorption system due to the small size of the lot (only 4,956 square feet) which severely restricts the possible locations of septic components. Sincer yours WaVrre iller, M.D. ChairmY-n Q:WilsonStephenMayfieldW 1NE DATE: �) 1. FEE: p S i • > neuM SS _ v 639 `e . REC. BY C[- __ 'Town of BarnstableCHED. DATE: `CC Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S.- FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: S8 lt]a e k`s Q It Ott-nyr 141a m to 1?o,-t Assessor's Map and Parcel Number: �`t- .l Fln Size of Lot: Wetlands Within 300 Ft: Yes Business Name: No x Subdivision Name: -APPLICANT'S NAME: £lezr,�r F.. ('Yt! r_IP Phone. Did the owner of.the property authorize you to represent him or,her?. .Yes �_ `No PROPERTY OWNER'S NAME CONTACT PERSON Name: I e�tnn,r F AAa -6 e1 Name: �,,,,, A. (.'1 i l sch P.t � l3.xk�. Nye 4'�+5 t ncc�t r.5 t Sir vat�►.g.. Address: 31 Ul „s'-441:1„t 1-h n _ Address: /9333 r Phone: Phone:knee.) -) /-7So 2; 13 4 ~ { VARIANCE FROM REGULATION(List Reg) REASON FOR VARIANCE(May attach if more space needed) . ' Please rriF�r� -l•a f'., 3 W4.� (°„' t„ NATURE OF WORK: House Addition ❑ House Renovation Repair of Failed Septic System ❑ t- r Checklist(to be completed by office staff-person receiving variance request application) ctt . _ Four(4)copies of the completed variance request form — Four(4)copies of engineered plan submitted(e.g.septic system plans) _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) — Signed letter stating that the property owner authorized you to represent him/her for this request — Applicant understands that the abutters must be notified by certified mail it least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only],outside dining variance renewals[same ownerAeasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Wayne A.Miller,M.D. C:\Documents and Settings\decollik\Local Set tings\Temporary Internet Files\OLKFB\VARIREQ.DOC C� � Y Variances Requested From Title V 58 Wachusett Avenue,Hyannis Port • 310 CMR 15.404(2)(d)—to allow a 25% reduction in the amount of leaching area required. An effluent tee filter will be installed. • 310 CMR 15.253(1)—to allow 3.3 feet of sidewall leaching in lieu of 2 feet. •4operty CMR 15.211(1)—to allow an SAS to be 8 feet from a rline in lieu of 10 feet. P . • 3 CMR 15.211(1)—to allow an SAS to be 7 feet from a foundation in lieu of 20 feet. An impermeable membrane will be installed at the foundation. • 310 CMR 15.211 O— to 1 allow n a septic tank to be 5 feet from a property line in lieu of 10 feet. �10 CMR 15.211 1 — to allow an septic tank O p to be 8 feet from a foundation in lieu of 10 feet. • 310 CMR 15.248 — to waive the requirement for a reserve area #2006-052 MayfieldVaiiance.doc �J J �J \ lab 105 itK yY = ASK ♦ ' Ye EOGEMILL �.S `��. W IOS lolr 3 Y " oic'30 ,. sA_ 10I .64 vRA �� mac•► `' 9 L2004-7 55 MIeT 93-4 , /.99/KTD sa ®. �/ �• s. • WAY O_ �s yy .ti 100 u o AvEMI%'- ` . ,12P1: 21K z [TOM ss 3' '�' 89 �� ^ - —•'7CT "4 c 9 CO Aa +� fm .yl�� 9f LIE , t •IrcNElrEO 90 © .5"►� .10 -b-A-2 1.00� 40 40 '± r 93 96 y66iG 1 3 92 Az St 1 41 �K 49 - yStG �w •s MGSMpKT.?N 1 T 86 W r 8 .c. et, , as i r 62 G+c 64 .-Aar-, '. 1 Mom' a • 9 ._e 13w- 40. .. 1 4 �m 1 5 1 AVE1ul[ . � T'S 6 36 w wncKus«� 137 �8 .34/f,1 gl t s� S 5T ' Awl % to Ar- 39 � ,l ; sr- .3� C� yA. . sew J Fr V Oz 10AW- T �2 i 69 140 ~ .c-s. ABUTTORS MAP BAXTER NYE ENGINEERING & SURVEYING Abutters List Map Parcel Owner&Address 287 79 M. O'Neill & C. Wills, Trs P. O. Box 235 Hyannis Port, MA 02647 287 81 B.F. Fitzgerald, Jr.. 25 Ware Street Cambridge, MA 02138 287 88 J. S. Schneeberger 48 Whittier Road Wellesley,MA 02481 287 87 J. P. Schiattareggia 10509 Bridle Lane Potomac, MD 20854 r_ 2006-052 -✓ -9. , October loth, 2006 Board of Health Town Offices 200 Main Street Hyannis, Massachusetts 02601 Re: 58 Wachusett Avenue, Hyannis Port Members of the Board, This letter is to inform you that I have authorized Stephen A. Wilson,P.E.to represent me for the variances being requested at the above noted location. Sincerely, Eleanor F. Mayfield #2006-052 MayfieldBOHLettendoc ` Sullivan Engineering Inca 7 Parker Road,P.O.Box 659 Osterville,MA 02655 Peter Sullivan P.E.Mass Registration No.29733 phone 508-428-3344 fax 508-428-3115 peter@sullivanen m�com October 26,2006 Stephen A. Wilson,P.E. 78 North Street Hyannis,MA 02601 Re: Soil Sample Sieve Results Dear Mr. Wilson, Sullivan Engineering, Inc. has conducted a sieve analysis on the soil sample that we received from you. You identified the sample as having been taken from a test pit at 58 Wachusett Avenue,Hyannisport(E.Mayfield)on October 4th,2006. Please find attached a plot of the grain size showing the results that were plotted per the requirements of 310CMR15.255 (3). As can be seen from the plot,the material complies with the grain size distribution for fill as specified in 310CMR15.255 (3). I trust that this meets your present needs. v truly yours Peter Sullivan PE Sullivan Engineering, Inc. CYN C �. t <4 c+3 1 r ry Members of American Society of Civil Engineers and Boston Society of Civil Engineers Section SULLIVAN ENGINEERING, INC. BORING NO. PROJECT NO. 26043 SEI performed this sieve analysis and 7 PARKER ROAD SAMPLE NO. SEI-0540 PROJECT TYPE: Sieve Analysis plotted the results on this graph P.O. BOX 659 TEST METHOD:ASTM D 422 LOCATION: 58 Wachusett Ave. following guidance in 310 CMR 15.255(3), OSTERVILLE,MA 02655 FILENAME: Baxter&Nye Hyannis Port,MA (508)428-33" PARTICLE SIZE DISTRIBUTION FOR TITLE 5 ao 0 N � Sieve Size 100 It i 80 ► ; 70 1 f ' ► 60 Percentage ' 50 40 ► 30 , 20 Ile 10 i 0 0.074 0.149 0.30 1 2 3 4 5 6 78 910 mm CLASSIFICATION: Coarse to Medium sand REMARKS: 17,37% was identified in the 1.0mm size sieve. - 53.1% of the sample was in the 0.5mm size sieve Dominant range indicates Coarse to Medium Sand. Total sample recovery, 99.74%. ()b f Transmittal Letter TO: _ ..Board of Health --.------ 200 Main Street Hyannis, MA 02601 From: Stephen A. Wilson, P.E. Subject: t:E, Yy1 R�lV ss (Jack,,. * A,c CD Date: o w u, We are sending you It Attached ❑Under Separate Cover -v Cry The following documents: F g to ❑Prints❑Order of Conditions ElVariance Approval ElRecording Slip ❑Septic Syst m Perms rn ❑Notice of Intent®Other DATE QUANTITY DESCRIPTION to 1c 2�6 ur Sewer lasuds P- I1 y5 These items are transmitted as checked below: For Your Use ❑ As Requested ❑ For Your Files ❑ For Review and Comment ❑ For Recording ® As Required Other: ./0 Additional Distribution File No. 2c>&,g._o s%L Baxter Nye Engineering&Surveying Phone:508-771-7502,ext.13 78 North Street,P Floor Fax: 508-771-7622 Hyannis,Massachusetts 02601 E-Mail:swilson@baiter-nye.com TransnittalLetter5.doc i r. Sullivan Engineering Inc. 7 Parker Road,P.O. Box 659 Osterville,MA 02655 Peter Sullivan P.E.Mass Registration No.29733 phone 508-428-3344 fax 508-428-3115 peter@sullivanengin.com October 26,2006 Stephen A. Wilson,P.E. 78 North Street Hyannis, MA 02601 Re: Soil Sample Sieve Results Dear Mr. Wilson, Sullivan Engineering, Inc. has conducted a sieve analysis on the soil sample that we received from you.You identified the sample as having been taken from a test pit at 58 Wachusett Avenue,Hyannisport(E. Mayfield)on October 4th,2006. Please find attached a plot of the grain size showing the results that were plotted per the requirements of 310CMR15.255 (3). As can be seen from the plot,the material complies with the grain size distribution for fill as specified in 310CMR15.255 (3). I trust that this meets your present needs. V truly yours Peter Sullivan PE Sullivan Engineering,Inc. CD % GJ Members of American Society of Civil Engineers and Boston Society of Civil Engineers Section SULLIVAN ENGINEERING, INC. BORING NO. PROJECT NO. 26043 SEI performed this sieve analysis and 7 PARKER ROAD SAMPLE NO. SEI-0540 PROJECT TYPE: Sieve Analysis plotted the results on this graph P.O.BOX 659 TEST METHOD:ASTM D 422 LOCATION: 58 Wachusett Ave. following guidance in 310 CMR 15.255<3>. OSTERVILLE,MA 02655 FILENAME: Baxter&Nye Hyannis Port,MA (508)428Z344 PARTICLE SIZE DISTRIBUTION FOR TITLE 5 N O � 00 O Sieve Size 100I L , l , 90 1 ' 80 , 70 , , , 60 f 11 1 Jf Percentage ' 50 , 40 / 30 , 20 10 i 01 0 0.0 T- . I L 74 0.149w' 0.30 1 2 3 4 5 6 78910 mm CLASSIFICATION: Coarse to Medium sand REMARKS: 17,37% was Identified in the 1.0mm size sieve. 53.1% of the sample was in the 0.5mm size sieve Dominant range indicates Coarse to Medium Sand. Total sample recovery: 99.74%. Town of Barnstable P# �ppIME Tph tip Department of Regulatory Services Public Health'Division Date y MARK ibsq. �a 200 Main Street,Hyannis MA 02601 �pr60 MAy Date Scheduled e) to Time Fee Pd. t✓ Soil Suitability Assessment for Sewage Dis o al Performed By: GPM Witnessed By: LOCATION & GENERAL INFORMATION Location Address (Ja ehvs..et1 Ave. Owner's Name E h�Gy�i4la? Address 3 I L J pi'��n, pA. t9333 Assessor's Map/Parcel: M Zia-7 Ape ( $0 Engineer's Name"j}Lp1tr,, f3o.�t-ram tJ NEW CONSTRUCTION REPAIR _ Telephone#agA Land Use &A A hat Slopes(%) 0-1 02o Surface Stones ri oyijL Distagces from: Open Water Body 7G1�t it Wet Area tt Drinking Water Well it Drainage Way It Property Line F3 11 Other it SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) +' l! IN� i � •uaw.ua m ig '. AEiJ'a ti � e�` e -"r•� � s�g t} a6� its " � x•'� "�,t i.} �. /% 1.1.1 pj R A 1 I •---•- _.....! � ' �Y y'' aca,. .��a.,rrrKsrs� amw.En�.r�� :�J / aA ! �Bi A �• t Parent material(geologic)Glac.tat Lotj4...i[ h Depth to Bedrock C-l` f Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face —4 . Z, Estimated Seasonal High Groundwater TX DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: t"{ Depth Observed standing in obs.hole: iii Depth to soil mottles: Depth to weeping from side of obs.hole: in. Groundwater Adjustment Index Well# Reading Date: Index Well level Adj.factor Adj.Ground ter Level PERCOLATION TEST Date Time Observation Hole# Time at 9" Depth of Perc_ Time at 6" Start Pre-soak Time a Time(9%6") End Pre-soak Sc'mnvu,- CS (vortzcr► uhcp Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back---------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:HEALTH/WP/PERCFORM Ir 20o(o—o6 z DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling, (Structure,Stones,Boulders. o isi ten c %Gravel) 100 ci �r—/OU y �y : Sandy Ti// /O Y2 �'/Z — DEEP OBSERVATION HOLE LOG Hole # Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling Structure,Stones,Boulders. on i to is % rave I-lo�nzrMs C, � G� yns�,i�.cb� n,a�tria/ And /s'lds/t h.c' rtntiD✓r� ["� `/iOYlZtrv\ ,1�I ( b0 +91T1/@• "1.�.Ka(Tt� - DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) . (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) - DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consistency,%Gravel) Flood Insurance Rate Man: Above 500 year flood boundary No Yes Within 500 year boundary No )0,1 Yes Within 100 year flood boundary No Yes Death of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? VAZ _ If not,what is the depth of naturally occurring pervious material? Certification I certify that on ri I (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature Date ! _ Q:HEALTH/WP/PERCFORM L 'atl SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature "" •. .:,.. item 4 if Restricted Delivery is desired. ❑Agent X ■ Print your name and address on the reverse ❑Ad ressee so that we can return the card to you. B. b ( nfed N e) C: D t of v ■ Attach this card to the back of the mailpiece, or on the front if space permits. 4 _ D. Is ryijdrress different m Item 17 es 1. Article.Addressed to: If YES,enter delivery add ss below: ❑lNo 3. Service Type 0/l1 l �U ✓. 0 Certified Mall ❑Express Mall ' ❑Registered ❑Return Receipt for Merchandise /Y , ! � ❑Insured Mall ❑C.O.D. 19z 4. 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X ❑Agent ■ Print your ramie and address on the reverse _ ❑Addressee. so that we can return the card to you. Red ived by(Printed Name C. Date of Delivery ■ Attach this card to the back of the mail pis or on the front if space permits. Is very address different from Item 1? ❑Yes 1. Article Addressed to: f YE enter delivery address below: ❑No I i ► /t� ice Type 71'9 Certified Mall ❑Express Mail Registered ❑Return Receipt for MerchpOdfse ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes -- 2.:Art SeJJumbeserv/I '` ,:_7003:;2260 O I' 1�`. . PS Form 102595-02-nn-1540 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 I • Sender: Please print your name, address, and ZIP+4 in this box • Down Cape Engineering, Inc. 939 Main St. -- Suite C Yarmouth Fort, MA 02675 I�. ��_�► S ter=icilf-1,-;11h IiaiIth I i;i1ft:iiif f11]h1,1iINlh.h ii.,'1f10 • eA6....-,.W., COMPLETE THIS,SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. 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LA A4 q,ti,, ,PS Form 3811,February 2004 Domestic Return Receipt 10259s-02=M-1540 r I I UNITED STATES POSTAL SERVICE First-Class Mail I Postage&Fees Paid LISPS Permit No.G-10 I � I • Sender: Please print your name, address, and ZIP+4 in this box • I I Down Cape Engineering, Inc. 939 Main St. — Suite C Yarmouth Port, MA 02675 01:;t�.'•:a.4 itt::,: 1 t:ti, �.. !,t �,:: t,t .tt., ,lik,,,i:t..►.;�,:-<:.�r.E,. COMPLETESENDER: COMPLETE THIS SECTION ■ Complete items 1,2,and 3.Also complete A. Signatur item 4 if Restricted.Delivery is desired. X �� ( ❑Agent ■ Print your name and address on the reverse A ❑Addressee. so that we can return the card to you. B. 144eived by(Printed Name) C. Dat of Delivery ■ Attach this card to the back of the mailpiece, �� O or on the front if space permits. t c r D. s delivery address different from Rem 1? ❑Yes 1. Article Addressed to: , YES,enter delivery address below: ❑No 3. 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Date of Delivery ■ Attach this card to the back of the mailpiece, - f. -ft � 1� or on the front if space permits. ff "�c D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No V Q v�-Ci 3. Service Type Certified ❑Express Mail Registered ❑Return Receipt for Merchandise U ) �A ❑Insured Mail ❑C.O.D. 006 V 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Humber _ : S 872 2462 : (11ansfer from se ; 6 : _ ,< ; ,_ ; a, ; ! JA PS Form 3811,February 2004 Domestic Return Receipt tozsss-or-nn-isao UNITED ST)T. � qW.L�' 1 E e 21 NOV 2-OCV6 PM • Sender: Please print your name, address, and ZIP+4 in this box • Down Cape Engineering, inc. 939 Attain St. — Suite C YarmoUth port, AAA 02675 I ey tt jt ijt rfj r / �'eS {J11 et jf rt i f.S F!h i��Jftff�:�:1iJtlfiiP:lJ(:'t"tl:�t}If��Ji:-�t71:PlJ�JJS ft Jf.'rr�1�� SENDE-R:�COMPLETE-THIS-SECTI.ONqw COMPLETE • ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signatl�re Item 41 Restricted Delivery is desired. gent X ■ Print your name and address on the reverse. (((///llV// Addressee so that we can return the card to you.- 8. R ceived by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. _>_ r D. Is delivery address different from item 1? Yes 1.,Article Addressed to: + If YES,enter delivery address below: ❑No 3.. e Type Certified Mail 0-Express Mail nItl( ❑Registered ❑Return for Merchandise v ❑Insured Mail ❑C.O.D:O��/ 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number ((Transfer from service 1.4 R 0 0 3: 2 2 6 0.f 0004 4872. �417 . L �t . ,PS Form 3811,February 2004 Domestic Return Receipt tozsss o2- -teao UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS � P(erroit No.G-10 • Sender: Please print your name, address, an,"-1P+4 in this box • z 10-v Down Cape Engineering, inc. Us45 939 Main St. — Suite C YarMoUth Port, MA 02675 I I C Q Cs 111iiii111.iiihih ill;liiiiiiiiiJib iiiliiiiii.iidd—iii.till � J ,.SENDfiR-1COMP-L-E-.TF.THIS-SECTION. COMPLETE THIS SECTION ON DE . ■ Complete items 1,2,and 3.Also complete rX Siitem 4 if Restricted Delivery is desired.■ Print your name and address on the reverse. \ A dresses so that we can return the card to you. B. Receive P' d Name) C. Date of Delivery N Attach this card to the back of the mailpiece, or on the front if space permits. ( --L D. Is delivery address different from item 1? ❑Yes 1. Article Ad essed to: If YES,enter delivery address below: ❑No (J ; 3. Service Type Certified Mail ❑'Express Mail Registered ❑Return Receipt for Merchandise •y`yMfm?� w., '�atiremn4. y;� x,;, ,I� ,.�. Q.Qy,,n: ".� 4. Restricted Delivery?(Extra Fee) ❑Yes 2._Artranster �. ^ 2 �,� �+ G( kAj ,Ps Form 3811,February 2004 Domestic Return Receipt 102595-02-W540 i UNITED STATES POSTAL'SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 ' I • Sender: Please print your name, address, and ZIP+4 in this box • I I N Down Cape Engineering, Inc. 939 Main St. — Suite C Yarmouth Port, MA 02675 i ill,,,,�i�i�li,,l;,� �l��,�,i�f,�,lfi„�fli:„i,i,�f►f,►�a�11 � � COMPLETE •N COMPLETETHIS SECTIONON ■ Complete items 1,2,and 3.Also complete A. Sign, ure r item 4 if Restricted.Delivery Is desired. I - Agent ■ Print your name and address on the reverse X ! ❑ dd see' so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, / or on the front if space permits. ` b. Is delivery address different item 1? ❑Ye I s 1. Article Addressed to: If YES,enter delivery address below: ❑No 3. Seryke Type Certified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 10002-^ 4. Restricted Delivery?(Extra Fee) ❑Yes 2.:Article Number I,�,I.- .1?0.03 2260 ;0004 5872 2424 Cf hN, (Transfer fro-servic .: i s,. .. M PS Form 3811..February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE First-Class Mail 111111 Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • Down Cape Engineering, inc. 939 Main St. — Suite C Yarmouth Port, MA 02675 }} ii11 tt iiyyii i }y s ��{�l��il�IFt{.�il��tl!{iti��i,{,,,ii{rti,it�E,,i�{�ilti{�►eti{tl1 _ 1 939 main street rt 6a yarmouth port mass 02675 I down cope engineering, MC. civil engineers&land surveyors d 1, l zoo C7 QN N. '. � p: cp m v,L 10 F 3ow.00000 ANOERSB/ ANDERSEN - Tw 2eRs mmRE EXIST r---�, b NEW ANDERSENFr=, i ANDERSEN TMf�2N5 L4ac - " I _ A2s Tw 2e,s PATIO N ANDERSEN �l --NEW-, 1 11 µ I; .. ." - A2'J, .//a1`'.__EAMIL�G>1 ' ' b \U/ fWXJ11R 4-__ _ 1. _ ' I1 fi N ANDERSEN .. rr- N A251 rwJ- -T. OUTDOOR 11 __3r T-1-T+�-_-- 0 I Wa$_--♦ - _ Tf[!(i J 4 SHOWER1.1 -• ,, I t,1 I ]T121 IWOERSBI .TW 7lIS 0 1 (--1 .- "-S.ST.. -" ' --rTF ' -' a.;- r'l_I I Ew6f. aT 7s.TB'L0.�EAf- f ..Z - 4 . i 1 i --- _' I J'i i HUTCH - - r---- �} -+L--- 1 ICI LOS: EXIST. 1,•a ham'e REMODELED BEDROOM#3 / / A II 8 A A - © CLO - A // A ,EXIST.OVEN IDPAN µPAN D.. w BEDROOM#2 \ / Fri wASHm 970DELED S�FLOW-. EW -EXIST.. SHUTOFF N ro ` /EXISTINGREM DINING a VALVE L'DRY �,� - \ / ATTIC Y s KITCHEN = ; . ROOM s SHED ,�/ �, ;. © O NEW COST. I TRY Vllx/ - DR 'et IST (CASED .NEW EAIST. BATH - R ---- EXISTING I I y "® �./ EwSr F205. wl T,�I COVERED , - -,T--- --- - --� ---- 1� - - PORCH _ -- —J--------- - -JV SHELF Q b yea © - O - m j•'CLOS. j s CLOS. e 61 °4kREM�D_ b /A` HAL e 24aTfC b j� k EXIST. e n II e B // EXISTING \\\ a ZQ' lAll oos• A- LIVING RI ® 1 ; . ROOM BEDROOM `�.. USEoasr. hl p W� dD �1� EXPANDED.. uP14R MASTER - - I�-.I _ w - 'BEDROOM ® REMODELED 9 6_a- # Q FOYER NE "I \\\ '� .z M *-- MAF WALLW/NEW .� EXIST��. - ��. LVLSEAMABOVE{ \ J - _ r >" EXISTING' . : ' - E%ST. ra COVERED EXIST. Tr E20o b PORCH b r`E T4 PORCH ROOF. �-'1 E—i - OW //''''�� EXIST EXIST., EXIST. �L I _ � w OOj1' FIRST FLOOR PLAN SECOND FLOOR PLAN ATTIC FLOOR PLAN - LEGEND: W GENERAL NOTES: EXISTING WALLS AND IONS SCALE CONSTRUCTION TO BE REMOVED' 1.)CONTRACTOR IS TO VERIFY EXISTING CONDITIONSDIMENSIONS NEW CONSTRUCTION IN THE FIELD PRIOR TO THE START OF WORK _ 2.) CONTRACTOR TO REMOVE EXISTING DOORS,WINDOWS, 1/4„ — —Dn ®SMOKE DETECTOR &WALLS AS REQUIRED FOR NEW CONSTRUCTION. Q CARBON MONOXIDE DETECTOR 3)ALL NEW CONSTRUCTION TO MATCH EXISTING IN MATERIAL, DATE DETAIL,AND FINISH. 4.) NEW WINDOWS TO BE ANDERSEN 400 SERIES WHITE W/PERMANENT 1/1 1/2007 EXISTING FIRST FLOOR' =1102 S.F. EXTERIOR.&INTERIOR GRILLES,SEE ELEVATIONS FOR GRILLE PATTERN THE DESIGNER SHALL RE NOTIFIED IF ANY EXISTING SECOND FLOOR. :=1064 S.F. LOW GLAZING W/SCREENS ERRORS OR OMISSIONS DWG. NO. 5.) SEE DRAWINGS A3,A4 FOR ALL FRAMING DETAILS:COORDINATE ALL THESE TMA MN THE B ITO START CONSTRUCTION.THEIOR OINGSTART 0,CONTRACTOR EXISTING THIRD FLOOR =.280 S.F. STRUCTURAL CHANGES OR ISSUES W/DESIGNER&STRUCTURAL `Mu BE RESPONSIBLE FOR THE CONTENT ENGINEER co"NEu�ieEewm"artw"nSFYNGn�O iE" 6. VERIFY ALL EXISTING FRAMING&REPAIR,REPLACE,OR CHANGE THESE ER OF ANY ERROOLELYFRS OR RTHEU 1 THESE DRAWINGS ARE SOLELY FOR THE USE 1 ANY DEFICIENT MEMBERS AS REQUIRED OF THE OWNER NOTED.ANY OTHER USE OF . _ THESE DRAWINGS REQUIRES THE WRITTEN . - - - CONSENT OF THE DESIGNER UPDERTHE ARCHITECTURAL COPYRIGHT PROTECTION ACCTTOF. I ,580 - r N e J� m -n 0 0 JN m El aEl m _ J" o < - ElEllo m 0 8 Z 8 8 8 m J �. '(E108TNG) )$ (EXISTING) (E)06nN0).. � (E%ISTNO) HE%I8TN0) _ J� 0 0 8 r � 8 o0 El 0 m r 0 B < ® ® m � m Z < 8 Z 8 FEI J� vl;3 8 Ju Iolgo �ol�o Ins . - (EXISTING) (,,,.,NO) - 8E%IBTNO)NEW ADDITIONZREMODELING FOR: MEMO COTUITBAYDESIGN 43 BREWSTER ROAD i' ELEANOR F. MAYFIELD HA 508E 74 AI�O2G4s MEEM] i O o '' FAX(508)539-9402 58 WACHUSETT AVENUE HYANNISPORT, MA I, N ,s'-z= . . _ - m ��N Lo F 00 0.0D0 LA=c>e wu)e �/EXIST. FRAMING TO MATCH .. CRAWL- h DOUBLE �" N f M SPACE 4 u II . DOUBLE - DOUBLE - Q NEW 3-t.74 a Z]3'LK BENT�FB� . I . : I _ m _ h I FN�EACN END OFLL. #I BEAM I 1 A - - I %fMFYCONDffMNOF EWG.T..•BPOST - ' EASnNOCOL1MNSe I.:. (VERIFY FOOTING J' I ex<WOODPOST - .. A=e WDODPOST - . FOOTINGS FOR USE _ _ UNDERNEATH) .I IN WALL FOR END .. nil - IN WALL FOR END vmm NEW E SLIPPOS RED TS ___J - .I OF BEM( - OF BEAM,ALIGN REPLAC. .. E)GST.BRRX WI POSTS BELOW . 4 _ CHIMNEY EAST.STONE _ - - - - BASE FOUN047M WALLS C . NEW 2-1.75•=9W lKV LRaaeL WAunsDYE FILL IN STAIRS W/ - NEw2t.T9'=930'LK1 uNDee WALLABGVE FRAMING TO MATCH . . i .Wlv: I NEWPOST9)WALL I I IA DIRECTLY lAd1ER 22 . - 1 COlUNINS - - POST ON SECOND FLOOR FRAMING TO MATCH - - EASIBK) .. - . NEWz-t.Tl=S$LKl :� + - - - _ __ - ,.T4 FB.a'LK1 L. J.�E1DST.•OLO'G•W=®IW-._ III EAST.•OLO.1=tO•*lW... I I. R POSTS IN WALL A 11 I - - II 4 OF IM BEAM r}h l I I ^ Z _ r, All, z —� III,, - .. H L:�7 .III a� I c Ewsr.roLai:e.®,ee.�. _ 1v�1, III �m I_ NEwP.T.4,4POST EXIST - LI D$ .CONCRETE N=FOOTING FULL - - - ALIGN NEW BEAM TO SUPPORT - > CONCREMLVL Bii 1 BASEMENT - NEWT 1.7S=tMSQ IVLY - .NEW?7.75'f 9S3 LKY OTIHI FIRST FLOOR ABNST L - ON THE FGFST FLOORULST GIRT .. . NEW POSTS W WALL ID /111 :NEWLALLY WUIL/iC NEWS WDIA FOR EACH END Of - - ) .FRAMDiG AS REINIBiED - a FGGnNas U/DFIY L�.�STEEL LAuv CK)M/a .- . ENDS OF NEW BEAM.. - ' �� NEW BFAM .. "ABOVE 1 NEW RE EV[t7 - - Id .. . CONCRETE FOOTINGS .... .. - - - a - - - NEW Z-I.77.9.W LK M-) _ 11 w w - r BASEMENT PLAN E--L ►-i E--L - Q w GENERAL NOTES: . � . -)CONTRACTOR IS TO VERIFY EXISTING CONDITIONS AND DIMENSIONSIN THE COORDIIELDPRIORTO THE START OF WORK UCURALCHANGESOR SECOND FLOOR FRAMING PLAN - THIRD FLOOR FRAMING PLAN 2.) COORDINATE ALL STRUCURAL CHANGES OR ISSUES W/ DESIGNER&STRUCTURAL ENGINEER W Lo" 3.) VERIFY ALL EXISTING FRAMING&REPAIR,REPLACE,OR CHANGE., ANY DEFICIENT MEMBERS AS REQUIRED - S - CALE . _ - _ DATE . DWG. N0. zoQ A . - Q00 � m U v�acJ. ] 12 EXIST. EXIST.. ATTIC BEDROOM#3 MM . ., TOP OF RATE 'j.. TOP OF RATE - - .. u BABINIOVII REMODELED EXIST: NEW NEW 0N1,1'1.3°sTRAPRNs BEDROOM#1 CLOS: BEDROOM#2 ." � MASTER ®,6 0�. MASTERED _ NEW2.estv°smta—. BEDROOM - SECOND FLOOR .. - .- - SECOND FLOOR . - .. TOP OF TE EXIST.•OLCr2X1D.IMST5 'EXIST.•OlD 2><fOJ013TS TOP OF RATE T.•OLD 2�tOJOI8T5 DUST.•OL72.fOJOL4TS . . NEW]-1.75.W . - - - NEW T1.T.rX]B LFt BEAM OW) - �. - ' NEW.1?GYP.BD.ON WL B ) . E"(m, EXIST. CLOS. REMOD EXIST. . REMODELED. DINING KITCHEN ROOM FOYER p ROOM. SUBFLOOR BUBFl00R - - _ _ r . . EXIST.•OLD Y.tOJ016T6 EXIST.•OlD 2.fOJgSiS EXIST.•OLD 2v tOJOISTS EXIST.•OLD 2tr 10J013T5 w B T INSULATION IR-19) EXlST. i 66W()WBFAi1 - .. El(13T.Ba6WOOD BEAM' BUT. . ..: .. .. EXIST.STEEL - .. .. .. Sd -EXIST.STEEL _ - LALLY cOLIAOI LALLY coLL#m FULL 777FULL V BASEMENT BASEMENT O :.EXIST.STONE FOIlNAT10N - FAST.STONE FOUIQMTION - - WALLS WALLS p nBUILDING SECTION-0 KITCHEN/DINING nBU1LDING SECTION @ KITCHEN/DINING Aa Aa Z W pT �1 «� Q � � I Q �D z �I W Ln SCALE . 1/4N = 1. pn DATE . 1/11/2007 DWG. N0. :. f - I VARIANCES REQUESTED FROM 7171E V 2' BETWEEN TRENCHES FINISH GRADE 2 Ir MN. 360 MAX COVER -310 CUR 1&4Og2Xd) TO ALLOW A 25X RUM71ON N IW ANOINT LEAt2M � p COMPACTED BACK FBI. DOCLUDING TOPSOIL COMPACTED BACK ILL AREA REOM. AN EFFLUENT 7EE FLIER NLL BE NSTALLED . 2'MIN. LAYER DOUBLE WASHED 2' LIEU OF 4 FEET STONE !/8'to t/2` OR DOUBLE-WASFED -310 CMR 15.251(4- 70 ALLOW 2 FEET OF SEPARA7pN BETWEEN 7REaK.'Ffs N C GEOTEXTILE DISTRIBUTION LINE TER FABRIC OVER 4" PERFORATED EFFECTIVE DEPTH 2' EFFECTIVE DEPTH 2' STONE 3/4 -310 CUR 15 21!(1} TO ALLOW A SAS i0 BE 8 FEET FROM A PROPERTY lNE N LEU ff 10 FEET TD 1 1/2' PCV SCH 40 -310 ON 1&253(1)- 70 ALLOW A SAS TO BE 7 FEET FROM A FOUNDATION N LIEU OF 20 FEET. AN NIPERIEABLE YEMBRME WLL BE 16TALLED AT 7NE FWNDA7101L SEE PLAN VIEW FOR TRENCH LAYOUT _4 N1111A -310 CMR 1&25XI)- 70 ALLOW A SEP71C TANK 70 BE 5 FEET FROM A PROPERTY LNE N LIEU OF 10 FEET, r MACHM TRENCH CROSS-SECiT10N ITYPICALi -310 CMt I&25XI)- TO ALLOW A SEPTIC TANK 7D BE 8 FEET FROM A FWM710N N LIEU OF 10 FEET. NIS r - -310 MIR 15.248- 71D WAIVE 7NE REQUI dMT FOR A RESERVE AREAIr Ep 4 r $ NI S a LOCUS MAP I Seated 10 = Z000' LOCUS DEED: 'SAID PREMISES IS CONVEYED TOGETHER WITH A TWELVE (12) FOOT 25 I i RIGHT OF WAY ... FOR THE PURPOSE OF INGRESS AND EGRESS TO THE GRANTED PREMISES.' SEE ALSO ONEIL DEED AT DEED BOOK 573 PAGE 378 (NOVEMBER 1940). LOCUS AREA IS COMPRISED OF : } �_: �_�� S0 00'-�Rq�t -:�� _ _a- 26,0 Y - -- 4.� ASSESSOR'S MAP 287 PARCEL 080 ` E LY HALF LOTS 43 & 44 - SECTION 3 I _ _ E AVEINUE S '38'1S• E �. ;-�24:6 SHED O PLAN BOOK 26 PAGE 95 1 I - `ID N/E +bHN A. SCHNEEBERGM. ET UX 24.t DEED BOOK 10.581 PAGE 255 25,,r ---U-- � 0 1 OWNER/APPUCANT: ELEANOR F. MAYFIELD I 31 'WINGSTONE LANE --Z�-._.------- , 24.1 PROJECT BEN �DEi�N, PA, 19333 0 GRAVEL DRIVEWAY I 4,� TOP OFF C.S. E M2 ZONING INFORMATION .4 100.03o To�_--�>-- _ 'i CB/bH Ep p CB/bH FOUND 4.s8 ZONING DISTRICT . RF - 1 N 0 - J/ - - - �1- 2 ;INORIINY LOT LINE AP Aquifer Protection J 1SEME NOIB Overlay District INCI _ I DISTRIBUTION � 4,5 i - -- + MINIMUM ZONING REQUIREMENTS 0 1 j "---- - '2�.9 1 '- I ► MINIMUM LOT AREA _ 43,560 S.F. ENE j N O s _ i 4 MINIMUM LOT FRONTAGE _ 20' T r 83' + MINIMUM LOT WIDTH 125 -1'�T W .� r �� r a s j i i 2 4 , , , Q � rx J FRONT/SIDE/REAR SETBACKS 30/15/15 SO p' i f C; Y 4 .:. 4.7 fiOGT �lr�E. k �t-,tea"" k .:.�;,� J n l ., 1 GENERAL NOTES : a WIDE i + 2_HIS _. _ Ai T IpN6 i r I 1. A H HAS N T N P RF RM R THI ) TITLE SEARC 0 BEE E 0 ED FO S SITE. IF DETERMINED -- I 1: TO BE NECESSARY A TITLE SEARCH SHALL BE PERFORMED BY OTHERS. 25,0 'i' _#y- ..cam Y.t . _�� i ., LJ y r� I ),, � 2, THE PROPERTY.LINE INFORMATION SHOWN IS.:BASED ON CURRENT AVAILABLE :RECORD , .03 r : 1 1 � k F= ,I f l! V INFORMATION CONSISTING OF PLANS, DEEDS AND LINES OF OCCUPATION. i h 25,1 o c , i ' 2 THE EXISANG FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD BUILDING No, 44 J, �; t ! J,' SURVEY PERFORMED BY BAXTER NYE ENGINEERING & SURVEYING ON 09-08 THROUGH 20, r, i _li I 2006. - / TEST PIT 11.0 COMMUNITY PANEL NUMBER: 250001 0006 D C THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, 25.3 !; J I AREA OF MINIMAL FLOODING. CONTRACTOR TO LOCATE. SM LOGE Pe 1%467 -��- - PUMP & VE EXISTING ;i 1 4.) ENVIRONMENTAL INFORMATION: LATE 10/14/2006 J f • SITE IS NOT WITHIN A STATE APPROVED ZONE 11 GROUND WATER RECHARGE f - i PROTECTION AREA BARNSTABLE ;, I + 5.) UTILITY INFORMATION SHOWN HEREIN: I _ BOARD OF HEALTH AGENT. . THE CONTRACTOR SHAD. CONTACT DIG SAFE (AT;1 888 DIG-SAFE AND UTILITY DON DESMARAIS, R.S. ) � , � ( ) i r ` COMPANIES TO LOCATE ALL EXISTING'UTILITIES, AT LEAST 72_HOURS PRIOR TO THE START . U1 IE,� , �� + OF CONSTRUCTION. THE LOCATION OF WPM UND€RGROUND INFRASTRUCTURE UTIUTIM SOIL EVALUATOR. I 24.9 t I I CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO STEPHEN A. WILSON, P.E. ` ME SHOWN HEREIN AND HAVE BEEN RESEARCHED BASED ON THE AVAILABLE UTILITY ! TEST PIT 11 +, RECORDS NOTED HEREON. THE CONTRACTOR AGREES 70 BE FULLY RESPONSIBLE FOR ANY 12.1' ---1 o AND ALL ODES MICH MIGHT BE OCCASIONED BY THE �TOR'S FAILURE TO _ G.S.E. - 25.0 f LOCATE SAID INFRASTRUCTURE AND UAUTIES EXACTLY. IF FIELD CONDITIONS DIFFERS FROM i f " Ap 1 SANDY LOAM PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR 1 i POSSIBLE REDESIGN. 10 Y11R 33 / 24.3 •'NO RECORD OF LOCATION OF SEPTIC COMPONENTS AVAILABLE AT THE i B 4� 242 if SANDY LOAM "o BARNSTABLE BOARD OF HEALTH. • WATER LINE AND APPURTENANT INFORMATION IS BASED ON A PLAN BY HYANNIS 14' 10 Y11R 4/4 Jx i WATER SYSTEMS DATED: SEPTEMBER 12,'2006. C 1 MEDIUM SAND W/� • GAS LINE INFORMATION PER MAP PROVIDED BY KEYSPAN ENERGY DELIVERY j ! ; J GAS IS 'AVAILABLE ON WACHUSETTS AVENUE - ASSESSORS RECORDS NODULES OF CLAY at y J 8' 10 YA 4/6 �' '' INDICATE HOUSE HEATED :BY'OIL FIRED HOT WATER. U V x • ELECTRIC LINE INFORMATION PER NSTAR ELECTRIC PLAN DATED: 09-12-2006 - C 2 1 . l+ o OVERHEAD`LINE FROM'UP 17 5 SILTY SAND k< r° E ( I ' 10 Y/R 314 z EXISTING TWO STORY 6.) LOCUS IS DESCRIBED AS "THE EASTERLY HALF OF LOTS 43 AND 44 IN SEC71ON 3 ... IN PLAN RECORDED IN PUN BOOK 26 PAGE 95.' THIS PLAN S DATED 1872 AND CONTAINS NO 3 WOOD FRAME DM+EWNG . 8 - P C HOUSE No. - 2 J $' 9 INGS DISTANCES. E ROPERTY--LINES SHOWN ON THIS PLAN WERE COMPILED AS MEDIUM SAND 58 l l FOLLOWS: RECORD MONUMENTS SHOWN ON LCPI 20173A WERE USED TO DEFINE THE P 0 R G H 3 SOUTHERLY SIDELINE OF WASHINGTON AVENUE, THIS BEARING WAS USED TO ESTABLISH LOCUS 0' 10 Y/IR 5/8 { FINISH FLOORELEVATiQN s 2&34' J 1¢ NORTHERLY PROPERTY-LINE`AND SIDELINE OF WACHUSETT AVENUE ADDITIONAL MONUMENTS I - 4- RECOVERED ON PROPERTY TO THE EAST, LAND N/F SANTA-CRUZ, AND SHOWN ON THIS PLAN C4 SANDY TILL �� $ � �. - .;; WERE USED TO ESTABLISH LOCUS EASTERLY AND WESTERLY PROPERTY-UNES AS WELL AS THE 100' 10 Y/R 5/2 J6 H $ SIDELINE OF LONGWOOD AVENUE. J4, C5 I i m THE STRUCTURES SHOWN HEREON WERE LOCATED IN REIAT10N TO THE MONUMENTS SHOWN ON J Se THIS-PLAN`AND,AS DESCRIBED ABOVE OFFSET DIMENSIONS FROM TRIM BOARDS OF EXISTING MEDIUM SAND o� - J z STRUCTURE � 156" 10 Y/R ,7/4 1 0 WATER AT 156' (ELEV 12.0) J ' HORIZON c5 To BE J +� CONSTRUCTION NOTES: SIEVE TESTED 1. PRIMARY BENCHMARK CB DH FND MID-POINT W'LY LOT N AT:J � ) / L LINE (SEE..NOTE 6) "SEPTIC UPGRADE AT 72 WACHUSETT AVENUE ... FOR 27"� J j 5 SUSAN BROOKS, DATED 9-28-1999," EL=24.98' NGVD � 1 - o J "� 2. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE ! I �J ?� WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, 9.0. 1995, AS AMENDED THROUGH THE DATE OF THIS PLAN, & ANY LOCAL RULES & REGULATIONS APPLICABLE. j + 3.) ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT `WRITTEN PRIOR APPROVAL BY THE ENGINEER. �i 8.9 _ HEDGE o + 4.) WHEN CONSTRUCTION IS COMPLETED NOTIFY THE BOARD OF J ! HEALTH AGENT AND DESIGN ENGINEER FOR INSPECTION AT LEAST P p R C H r \ 48 HOURS PRIOR TO BACKFILLING. THE SYSTEM SHALL NOT BE BUILDING Nc. BACKFILLED UNTIL INSPECTED AND APPROVED. 44 Z 1 � "NEWS SHOP" o J } \ 5. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 PVC. - \ UNLESS OTHERWISE NOTED HEREIN. 6,) IF UNSUITABLE MATERIAL IS ENCOUNTERED BELOW THE TOP OF 24.7 SAS (PEASTONE ELEV), EXCAVATE AS NOTED TO THE "C 25 3.2' t HORIZON", FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE - - ' LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF THESAS. o� N \ PARCEL AREA 7.) INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED THAN 3 WHEN LESS 4 , OF COVER. 011 56 SQ, FT H .r ACRES N N 8.) THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER • 25.2 i BRICK Wq� DISPOSALS: 25.2 CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 3 j 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL o� 52 EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF SIDELINE 25.1 i CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT LON.!LXo AVENUE GATE 10 LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF o� 4"9 HEDGE 24,5 C8/DH FOUND a I EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE / HELD TO ESTABUSH its I WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND UPAP #17/5 � EDGE OF PA 4.2 LOT UNE D c HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS TENT 24A 49,57' SEE NOTE 6. :-" REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY E HEDGE IR8 RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE 2�- r E E �4=_ W g C H U S S E T '15` W 1»9.gp' TD H 10p,p3' $ OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE EDGE OF PAVEMENT 24.5 E E 4 4.3 45-FOOT w1DE UNDEFINED AVENUE � � arABUSH �pF I ND to UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN E NED TORN WAY SEE NO DEUN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER E -- E _ -- - - -24H FOUND IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS,, El! - ` ` ` `� - VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, 24 E 6E TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH --..__ E PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE '"-- E E 23.8 CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS j LEACHING AREA REQUIREMENTS EDL,E OF PA E REQUIRED. _'--- E NITROGEN LOADING LIMITA71ON: N/A PROPOSED SYSTEM: '� E7vT 23.4 RESIDENTIAL- 4 x BEDROOMS 3 - 24' LONG x 2' WIDE x 2' HIGH TRENCHES SITE LOCAIION: x 110 GPD EDROOM 58 Wachuseft Avenue TOTAL DESIGN FLOW = 440 GPD r SIDEWALL AREA: 3((24 + 2) x 2) x 2 DEPTH = 312 SF Nj/BADiS Port, Ma., 02647 _ GARBAGE GRINDER (NOT INCLUDED) = N/A BOTTOM AREA: 3(24' x 2') = 144 SFDESIGN SCHEDULE ELEVATION PREPARED FOR ` PERC RATE = <5 MIN. / INCH (CLASS 1) TOTAL EFFECTIVE LEACHING AREA = 456 SF LIAR = 0.74 GPD/S.F. FINISH FLOOR ELEVATION 28.3 Eleanor F. Mayfield NK SEPTIC TA SIZING: 440 GPD x 200R = 880 GAL MIN, LEACHING AREA OF S.A.S. REQUIRED: USE 150 A GALLON TANK (MINIMUM) SEWER INVERT AT FOUNDATION 23.0 440 GPD/ 0.74 GPD/S.F.= 595 S.F. MIN. SEWER INVERT'INTO SEPTIC TANK 22.8 TITLE I VARIANCE REQUEST' 595 X 75% = 446 S.F. SEWER INVERT OUT OF SEPTIC TANK 22.5 Septic System Repair: Plan i SEWER INVERT INTO DISTRIBUTION BOX 22.3 Q TYPICAL SYSTEM PROFILE SEWER INVERT OUT OF DISTRIBUTION BOX 22.1 BAXTER NYE ENGINEERING & SURVEYING o TOP OF FINISH F100R = 28 3 SET ALL THREE COVERS To WITHIN NOT TO SCAILE SEWER INVERT INTO LEACHING SYSTEM 21.9 3 N 6 OF FINISH GRADE NOTES: BOTTOM OF LEACHING SYSTEM 19.9 1. ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS. Registered Professional Engineers and Land Surveyors WATER TABLE: NONE OBSERVED AT EL 12.0 o azADE OVER TMK = 25.of 78 North Street-3rd Floor,Hyannis, Massachusetts 026 j GRADE OVER D. eox = 25.0f Phone - (508) 771-7502 Fax (508) 771-7622z � SET COVER TO WITHIN_ 4' SCH 40 PVC '9; •j. .• r MIN. W OF FINISH GRADE 24' TEPt 1EIt ' EFFLUENT TEE OUI ET H T 5 0 5 10 •• 6' MN. RS 2 0 PROPM FINIM GRADE OVER LEAC Mdc =25.0: No.W210 NV= 23.0 1!N N= 22.8 10' MIN. = NV OUT- 225 ': BE LEVEL 2" L:AIMR_1/8' TO STONE �s � tU g L PVC u INV N= 22.3 .+� •i GEOTEXTILE FIL FABRIC 12' MIN COVER (EXCLUDING TOPSOIL) SCALE IN FEET G3STE�'' ; 3 Z Y ��1QfdAL�t . CAS BAFFLE 14" • SUMP our= 221 DotsL�/4w 1 j NE CAP ev SCALE: 1" _ 5' o RONFDRCED coNCRErE • . DATE: 10-18-2006 O r .� fr,�,,,:.7 .„„.e, �,.,r .,•L„ / NV N-21A EIQSINC SM TO BE.100#T) 10 THE'�Ci WOW N T•. 'r �... . :. 5 L6" SEE NOTE 16 HOUN MIN. 6' CRUSHED STONE BASE STONE BASE OF 3 VERIFY NO GROUNDWATER TO ELEV 12.0 oy� JO y� 1 SAW 1 24 07 REVISE LEACHING SYSTEMIsp R. NO. BY DATE REMARKS W t600 GALLON QW-COMPARTWENT SEPTIC TAW DI8� BOX SOL AB80RpnON SYSTEM (SAS) o N c 2g874 0 DRAWN , 're DESIGN D BY: CHECKED BY: M DRAWING NUMBER (A FIBERGLASS REINFORCED PLASTIC TANK OR EQUN. MAY TO BE INSTALLED ON A LEVEL STABLE BASE o BE SUBSTITUTED FOR THE PROPOSED PRECAST CONCRETE UNIT) NM TE4��pe cvNTSs� S o ro ,� A LEva eAs� I. ° 0: 2006 2006-052 SUR worksht 2006-052SP.dw SEPTIC TANK TO BE INSPECTED a CLEANED ANNUALLY 2006-052 O H ! d, Q � ,. U1 11'-tTt 15'-2"t 8'-0"t 11'-0"t 15'-2"t 8'-0"t 11'-0"t 15'-2"t >* co 3'-11"t X-2" 3'-11"t LO (�/) W N Ems. a o0 ANDERSEN ANDERSEN TW 2846 TW 2846 EXIST. r� �I b NEW N I �� ,/ m � PATIOANDERSEN M ANDERS A25 ANDERSEN i '+ I 1 I I TW 2846EN 844 �\`T b II fti ANDERSEN 1 r--N E V V -,\ I 1 I ANDERSEN t§v A 251 I I TW 2846 3 7 T-0" * y � ��4M{L1� � ANDERSEN r-r- I I F--�`�- ANDERS ih �- --- A 251 t I TW 2846 FE IL--- le r----OUTDOOR \ rIlNo t? SHOWER � � �� i I i I i �� b II � I I I � SKYLIG�lj I �. ANDERS ANDERSEN it I I I �AtgCl�/E I L__ TW 2846 TW 2846 II I I i -I--- �_•s�J EXIST. -----� Ir---------- t I$ EXIST. �=i 75'rx-7it71.:BERM-- t u� r-1 I r---------� I I I I I HUTCH 1t I m U - --- (GLOB. r-------�- , �� REMODELED EXIST. t 21.0" i 1-0" / f: BEDROOM #3 A 1 i I I N11 I 1 1 A A09) A4 I REF. I ISLAN -__ --- A4 CLO A A \ // A r A4 iovEN A i EXIST. A4 D I I DRAIINSTALL y BEDROOM #2 \ // I 1 DRAIN PAN � D W \ / • e UNDER , WASHER SINK I \ / EXIST. O�FLOW- NEW 44 SHUTOFF L'DRY -�'�� N EXISTING REMODELED DINING t VALVE 2'6"xser II �� /� ATTIC 4 EIII Q 0 KITCHEN k ROOM SHELVES / i� Y NEW F== EXIST. COOKTOP i (_CO NTERS O � " I �UvM==-= -,�74 OOR CASED T. I - e2' n' IN POST EXIST. BATH NEW ��- � LPOWDER26 x 6' — I I 1 i I I DN.=�F ROOM j �� j j j �1 EXIST. EXIST. EXISTING © I I b COVERED 1.C_L_J= �I_1—L __ •_ Q O ©� — — — — — — — — - - ,rr-- --- - -� PORCH �aaasi I ••• _J SHELF b � __,_,I �° I CLOS. I CLOS. T� DN. - V 1 W b III 14RREM D. I to - Ii r T HALF � I'I x X EXIST. B 10' B AB 20"x6'8 b I ( ti B A4 I �I l A4 EXISTING A4 Q A4 ICLOS. I N LIVING A4 I I NI © A4 / o� ROOM - 3'-2" i i( _a�a� � / BEDROOM lo ol NI1 EXIST. III EXPANDED -� UP 14 R POST 2'6"x G8" �� I i MASTER m 3'-8" a'-a' 42" / ► I I BEDROOM W NEW WINDOW NEO-ANGLE © REMODELED N SEAT,VERIFY SHO R rsa =m REMO wiowNER NE �i i t Q FOYER M T � �9 � ------ -- - EXIST. I�fi I ` EXIST. HALF WALL W/NEW �y, I F+��i 1�_ ' ` 2-1.75"x 9.50"LVL BEAM ABOVE I/� EXISTING s,, 1'-0" COVERED EXIST. 8" EXIST EXIST. e" �---� PORCH § �' 00 `PORCH ROOF I"�"'I BELOW•� EXIST. EXIST. EXIST. 1 � W 3'-2"t 4'-6"f T/'1 O 33-2"t 33'-71t SECOND FLOOR PLAN- ATTIGFLOOR PLANFIRST FLOOR PLAN � � w Lo LEGEND: NOTES:GENERAL O S. C� EXISTING WALLS 1 CONTRACTOR IS TO VERIFY EXISTING CONDITIONS AND DIMENSIONS SCALE --� CONSTRUCTION TO BE .REMOVED ) CONTRAC O �__� IN THE FIELD PRIOR TO THE START OF WORK ® NEW CONSTRUCTION DOORS, WINDOWS, /4» _�» 2,) CONTRACTOR TO REMOVE EXISTING DOO & WALLS AS REQUIRED FOR NEW CONSTRUCTION. © SMOKE DETECTOR 3, ALL NEW CONSTRUCTION TO MATCH EXISTING IN MATERIAL, DATE CARBON MONOXIDE DETECTOR ) DETAIL, AND FINISH. 4. NEW WINDOWS TO BE ANDERSEN 400 SERIES WHITE W/ PERMANENT 1 /1 1 /2007 ) EXTERIOR INTERIOR GRILLES, SEE ELEVATIONS FOR GRILLE PATTERN -_._-_ _ EXISTING FIRST FLOOR = 1102 S.F. LOW E GLAZING W/ SCREENS THE DESIGNER SHALL BE NOTIFIED IF ANY �W(''• N 0. EXISTING SECOND FLOOR = 1064 S.F. N A3 A4 FOR ALL FRAMING DETAILS. COORDINATE ALL THESE ERRORSDRAWINGS AWINGOMISSIONSRIORTESTART ON YV VV 5.) SEE DRAWI GS , TOESTRUCTION.THE PRIOR START OF EXISTING THIRD FLOOR = 280 S.F. STRUCTURAL CHANGES OR ISSUES W/ DESIGNER & STRUCTURAL wig BE RESPONSIBLE BUILDING WINGS IF CONSTRUCTION ENGINEER COMMENCEIN THESE SWIT OUTNOTIFYING THE 6.) VERIFY ALL EXISTING FRAMING & REPAIR, REPLACE, OR CHANGE DESIGNER DAN SARESOLE YFORTHE NY ERRORS OR SE ANY DEFICIENT MEMBERS AS REQUIRED OF THE OWNER NOTED.ANY OTHER USE of THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. I I LOCUS AREA IS COMPRISED OF : - w VARIANCES REQUESTED FROM TITLE V ! L 3 Walls ASSESSORS MAP 287 PARCEL 080 :;. -310 CUR 15.4W(2xd)- TO ALLOW A 25 AMOUNT LEACIM 4' ETY HALF LOTS 43 & 44 - SECTION 3 - 0 PLAN BOOK 26 PAGE 95 • .fig "I ,.' AREA REED. AN EFFLUENT TEE FILTER WILL BE INSTALLED. DEED BOOK 10,581 PAGE 255 ' 0 • -310 CMR 15.253(1)- TO ALLOW 13 FEET OF SIDE WALL LEACHING IN LIEU OF 2 FEET. OWNER/APPLICANT: ELEANOR F. MAYFIELD (Flat-to-Flat) 31 WINGSTONE LANE Octagonal Knockout -310 CUR 1&211(1)- TD ALLOW A SAS TO BE 7 FEET FROM A PROPERTY LINE IN LIEU OF 10 FEET DEMON, PA, 19333 O 0 -310 CMR 1&253(1)- TO AVOW A SAS TO BE 7 FEET FROM A FOUNDATION IN LIEU OF 20 FEEL AN ZONING INFORMATION IMpERMEABLE MEMBRANE WILL BE INSTALLED AT THE FOUNDATION. ZONING DISTRICT : RF - 1 j AP Aquifer Protection Overlay District i� -310 CMR 1&253(1)- TO ALLOW A SEPTIC TANK TO BE 5 FEET FROM A PROPERTY UNE IN LIEU OF 10 FEET. -310 CMR 1&253(1)- TO ALLOW A SEPTIC TAW( TD BE 8 FEET FROM A FOUNDATION IN LIEU OF 10 FEET. MINIMUM ZONING REQUIREMENTS F ' 15.248- TC WAIVE THE REWFdMENT FOR A RESERVE AREA MINIMUM LOT AREA = 43,560 S.F. 310 CMRMINIMUM LOT FRONTAGE = 20, 4' 4' - 6" MINIMUM LOT WIDTH = 125' o - r 12 GALLEY FRONT/SIDE/REAR SETBACKS = 30/15/15 LEACHNG NTSLOCUS MAP LOCUS DEED: "SAID PREMISES IS CONVEYED TOGETHER WITH A TWELVE (12) FOOT - 25 I Scale: 1" = 2000' RIGHT OF WAY ... FOR THE PURPOSE OF INGRESS AND EGRESS TO THE GRANTED PREMISES.* SEE ALSO ONEIL DEED AT DEED BOOK 573 PAGE 378 (NOVEMBER 1940). _ 4.6 00 _. 50.00' S0. ' FROM 26.0 - - - - E LONG WOOD AVENUE S •�'15" E 199 dp' •� 24.6 SHED _ 25.8 I N/F JOHN A. SCHNEEB 24.� I \ ERGER. ET UX. 25,% o 49. 7' I 24.1 PROJECT BENCHMARK o 4,7 TOP OF C.B. EL : . GRAVEL DRIVEWAY I �' /- - •4 100.03' 24.98 I k, I - I � C8/bH_FOUND HELD To FOUND I N .0' I - - - 2 I SST USH NORTHERLY LOT UNE NOTE a DISTRIBUTION BOX \ 4.5 - - - - - , 5.9 2 '9GENERAL NOTES0 ;5 I O \ i SIDELINE Mtn.00' 04 N 8338y5" W -25.1 R � 0 4•p. 1.) A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS SITE. IF DETERMINED 12-FOOT R. 0 W 2 t7f ` , 2 '4 TO BE NECESSARY A TITLE SEARCH SHALL BE PERFORMED BY OTHERS. I I 2•) THE PROPERTY LINE INFORMATION SHOWN IS BASED ON CURRENT AVAILABLE RECORD o •0' I INFORMATION CONSISTING OF PLANS, DEEDS AND LINES OF OCCUPATION. o 24.7 - � - I I M i� In 06.0' CONCRETE p 24.9 - THE EXISTING FEATURES SHOWN HEREON WERE OBTAINED FROM AN ON THE GROUND FIELD I p• N - SURVEY PERFORMED BY BAXTER NYE ENGINEERING rk SURVEYING ON 09-08 THROUGH 20, j 2006. I c 4' X 4' CONCRETE LEACHING GA ' I 3. COMMUNITY PANEL NUMBER: 250001 0006 D I � •,4'0' I ! ) THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, 25,0 _ 03 I I AREA OF MINIMAL FLOODING. o � - -" - ` I i 4.) ENVIRONMENTAL INFORMATION: 25.1 n o i cc Q I 2 I g • SITE IS NOT WITHIN A STATE APPROVED ZONE II GROUND WATER RECHARGE - BUILDING \ o I PROTECTION AREA I J / U No. 44 �L ^ I I TEST PIT" a I I 5.) UTILITY INFORMATION SHOWN HEREIN: 11.0' - - - • THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY -2s.3 COMPANIES TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS PRIOR TO THE START OF CONSTRUCTION. THE LOCATION OF EXISTING UNDERGROUND INFRASTRUCTURE, UTILITIES, CONTRACTOR TO'LOCATE. 80L LOGS P� '11,467 PUMP rk RE vE EXISTING CONDUITS AND LINES ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO DATE 10�14�2006 Sp, THOSE SHOWN HEREIN AND HAVE BEEN RESEARCHED BASED ON THE AVAILABLE UTILITY �r RECORDS NOTED HEREON. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY BARNSTABLE o , AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO i LOCATE SAID INFRASTRUCTURE AND UTILITIES EXACTLY. IF FIELD CONDITIONS DIFFERS FROM BOARD OF HEALTH AGENT: PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR DON DESMARAIS, R.S. POSSIBLE REDESIGN. l UlJ�HEAD SOIL EVALUATOR: 24.9 • NO RECORD OF LOCATION OF SEPTIC COMPONENTS AVAILABLE AT THE STEPHEN A. MLSON, P.E. BARNSTABLE BOARD OF HEALTH. l TEST PIT 1 .o • WATER LINE AND APPURTENANT INFORMATION IS BASED ON A PLAN BY HYANNIS 12 - •1 . WATER SYSTEMS DATED: SEPTEMBER 12, 2006. G.S.E. = 25.0 f DELIVERY PER MAP PROVIDED BY KEYSPAN ENERGYDE E GAS LI NE INFORMATION m A I N ASSESSORS RECORDS AI ON WACHUSETTS AVENUE p GAS IS AVAILABLE SANDY LOAM INDICATE HOUSE HEATED BY OIL FIRED HOT WATER. 10 Y/R 3/3 24.3 24 2 • ELECTRIC LINE INFORMATION PER NSTAR ELECTRIC PLAN DATED: 09-12-2006 o OVERHEAD LINE FROM UP 117/5 SANDY LOAM ' 14" 10 Y/R 4/4 I 6.) LOCUS_IS DESCRIBED AS 'THE EASTERLY HALF OF LOTS 43-AND 44 IN SECTION 3 IN PLAN i RECORDED IN PLAN BOOK 26 PAGE 95. THIS PLAN IS-DATED 1872 AND CONTAINS NO Cl MEDIUM SAND W/ I BEARINGS AND DISTANCES. THE PROPERTY-LINES SHOWN,ON THIS PLAN WERE COMPILED AS NODULES OF CLAY FOLLOWS. RECORD MONUMENTS SHOWN ON LCPI 20173A WERE USED TO DEFINE THE 8" 10 Y/R 4/6 9 SOUTHERLY SIDELINE OF WASHINGTON.-AVENUE, THIS BEARING WAS USED TO ESTABLISH LOCUS NORTHERLY PROPERTY-LINE AND SIDELINE OF WACHUSETT AVENUE. ADDITIONAL. MONUMENTS C 2 set � +' � _ I � � RECOVERED ON PROPERTY TO THE EAST, LAND N/F SANTA-CRUZ, AND SHOWN ON THIS PLAN SILTY SAND �< .OD � I � � WERE USED TO ESTABLISH LOCUS EASTERLY AND WESTERLY PROPERTY-LINES AS WELL AS THE 40" 10 Y 3 4 z `� EXISTING TWO STORY 12 SIDELINE OF LONGWOOD AVENUE. /R / WOOD FRAME DWELLING °. f? THE STRUCTURES SHOWN HEREON WERE LOCATED IN RELATION TO THE MONUMENTS SHOWN ON C 3 Z HOUSE No. 2 L 9 THIS PLAN AND AS DESCRIBED ABOVE. OFFSET DIMENSIONS FROM TRIM BOARDS OF EXISTING MEDIUM SAND 58 i 3 _ ON 10 Y/R 5/8 FINISH FLOOR ELEVATION P 0 R C H STRUCTURE. I °p 28.34 C 4 TILL ' SANDY LL , goo- 0 CONSTRUCTION NOTES: loom 10 Y/R 5/2 I y I 1.) PRIMARY BENCHMARK : CB/DH FND MID-POINT W'LY LOT LINE AT (SEE NOTE 6) C SEPTIC UPGRADE AT 72 WACHUSETT AVENUE ... FOR 5 MEDIUM SAND I z SUSAN BROOKS, DATED: 9-28-1999,m EL=24.98' NGVD m � / 156 10 Y 7 4 2.) ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE 0 WATER AT 156" (ELEV 12.0) WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, HORIZON C5 TO BE ( 1995, AS AMENDED THROUGH THE DATE OF THIS PLAN, & ANY APPL CABLE. II I LOCAL RULES & REGULATIONS SIEVE TESTED o i I 3.) ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY I 5 - THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED 27.7 o� I WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. i I 4.) WHEN CONSTRUCTION IS COMPLETED NOTIFY THE BOARD OF I HEALTH AGENT AND DESIGN ENGINEER FOR INSPECTION AT LEAST 9'0' 48 HOURS PRIOR TO BACKFILLING. THE SYSTEM SHALL NOT BE BACKFILLED UNTIL INSPECTED AND APPROVED. _ N 4m SCHED 40 PVC. II � 5.) ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 8.9. UNLESS OTHERWISE NOTED HEREIN. HEDGE o 6•) IF UNSUITABLE MATERIAL IS ENCOUNTERED BELOW THE TOP OF _ SAS (PEASTONE ELEV), EXCAVATE AS NOTED TO THE mC P O R C H I HORIZON-, FOR A HORIZ. DISTANCE OF 5' SURROUNDING THE li BUILDING No 1 LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR \ 15.255 TO THE TOP ELEVATION OF THE SAS. !' "NEWS SHOP" 7.) INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF COVER. O 24.7 3 2' 8.) THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER _25 DISPOSALS. /Co PARCEL 9.) CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT p / AREA 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL 4.956 SQ. FT EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF / N �* 0•11 ACRES CONSTRUCTION. THE CONTRACTOR SHALL DETERMINE THE EXACT / N LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL EXISTING N UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF 5.0 / EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE 25.2 // BRICK WALK WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND L 25.2 .H HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY •2 RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE o . OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE i LONG WOOD SIIDELINE 25.1 z i UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN LON-WOpp AVENUE GATE ° INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER 24.5 CB/DH FOUND O1 I IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, ! O 4.9 HEDGE HELD TO ESTABLISH 3$1 VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, UP/LP 17/5 / EDGE OF PA 4.2 LOT NE6 o w TELEPHONE & DATA/COMM AND RELOCATE IF CONFLICTING WITH / VEMENT 24.4 4?57' PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE E 83-3a 5m W 1og 00 HEDGE 100.p3� CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS --_._ E 24- 6 _ W A C H U S S E T T HELD TO ESFROM CB/bH FOUND yOW REQUIRED. 24.5 E E ....�4E 45-F EDGE OF PAVEMENT OOT WIDE UNDEFINED TOA V E N V E ABLI ROAp �DEUN WN WAY SEE NO7 8- E ---- E ��` - - _ - __ -24�/DH FOUND - - - 24 6E E �- E E 23.8 - LEACHING AREA REQUIREMENTS EDGE OF E PA NITROGEN LOADING LIMITATION: N/A PROPOSED SYSTEM: MENT 23.4 SITE LOCATION: RESIDENTIAL: 4 x BEDROOMS 4 - CONCRETE FLOW LEACHING GALLEYS x 110 GPD/BEDROOM WITH 3 OF STONE ON,SIDES do 4 OF"STONES AT ENDS 58 Wachusett Avenue TOTAL DESIGN FLOW = 440 GPD SIDEWALL AREA:-(24' + 10')2 x 3.3' DEPTH = 224 SF 1 Hyannis Port, Ma., 02647 GARBAGE GRINDER (NOT INCLUDED) = N/A BOTTOM AREA: 42 ' x 10',) = 240 SF DESIGN SCHEDULE ELEVATION PREPARED FOR PERC RATE = G5 MIN. INCH (CLASS 1) TOTAL EFFECTIVE LEACHING AREA = 464 SF LIAR = 0.74 GPD/S.F. FINISH FLOOR ELEVATION 28.3 Eleanor F. Mayfield SEPTIC TANK SIZING. 440 GPD x 200% = 880 GAL 22.0 R INVERT AT FOUNDATION SEWE MIN, LEACHING AREA OF S.A.S. REQUIRED: USE 1500' GALLON TANK (MINIMUM) 440 GPD/ 0.74 GPD/S.F= 595 S.F. MIN. SEWER INVERT INTO SEPTIC TANK 21.8 TITLE VARIANCE REQUEST: 595 X 75% = 446 SEWER INVERT OUT OF SEPTIC TANK 21.5 Septic System Repair Plan SEWER INVERT INTO DISTRIBUTION BOX 21.3 EL TYPICAL SYSTEM PROFILE SEWER INVERT OUT OF DISTRIBUTION BOX 21.1 Ln FTIONISH FLOOR = 28.3 sEr ALL THREE COVERS TO WITHIN NOT TO SCALE SEWER INVERT INTO LEACHING SYSTEM 20.9 OF BARTER NYE ENGINEERING & SURVEYING 6" OF FINISH GRADE NOTES: !, 1. ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS. BOTTOM OF LEACHING SYSTEM 17.6 Registered Professional F ;>nee: and Land Surveyors l o WATER TABLE: NONE OBSERVED AT EL. 12.0 CD GRADE ovER TANK - 25.of 78 North Street - 3rd Floor, Hy� :;4 Massachusetts 02 j GRADE OVER D. BOX = 25.0f Phone - 08 771-7502 Fax - 508 771-7622 �`�� MAXIMUM GRADE OVER LEACHING SYSTEM = 25.Ot (5 ) ( TEPHEN o SET COVER TO WITHIN " �. 3" MIN. 6" OF FINISH GRADE 9 (min) Cover 36" (max) Cover INSTALL ONE INSPECTION PORT TO 5 0 5 10 r SCH 40 PVC `y: ' ' ''A p� TEE 0 WITHIN 6" OF FINISH GRADE ANY- 22.0 - FIRST 2 TO 2" OF 3-'4" DOUBLE CONCRETE LEACHING 216 6' MIN. PER EACH CHAMBER BE LEVEL WASHED PEASTONE OR 1- �► 9�r�""tit� INV IN- 21 8 10 MIN.P INV OUT- 21.5 INV IN- 21.3 .y' ,1 GEOTEXi1LE FILTER FABRIC n r+ �. ,;r SCALE IN FEET Q,�� sNST � � ` r I ONIIAL�* j� GAS BAFFLE 2 4" ® 8 ® 8 ® ® _ " SUMP . NV OUT- 21.1 INV IN ® � 8 ® 8 ® ® SCALE: 1 m 5' lb -zfd6 REINFORCED CONCRETE '; , , W - 2o.e ® ® © ® ® ® ® DATE: 10-18-2006 O -1 ' L M DOUBLE r6" CRUSHED 6" CRUSHED ® 8 8 ® ® STONE BASE STONE BASE WASHED STONEBOTTOM OF Sp 3 -CHAMBER & STONE } UNSUITABLE SOILS, IF ENCOUNTERED BELOW EL 17s 0. BY DATE REMARKS 000 GALLON ONE-COMPARTWff SEPTIC TANK THE PEASTONE ELEV (TOP OF SAS), SHALL BE 5' MIN DRAWN BY: 're DESIGNED BY: CHECKED BY: MWE DRAWING NUMBER r REMOVED TO THE "C HORIZON" AS REQUIRED (A FIBERGLASS REINFORCED PLASTIC TANK OR EQUAL MAY �_ No Groundwater s BE SUBSTITUTED FOR THE PROPOSED CONCRETE UNIT) - SEE CONSTRUCTION NOTE #6 HEREON. � Observed O Elev. 12.0 DISTRIBUTION BOX 0: 2006 2006-052 SURVEY worksht 2006-052SP.dw o TO BE INSTALLED ON A LEVEL STABLE BASE SOL ABSORPTION SYSTEM (W) LEACH NG GALLEY (TYPICAL) TO BE INSTALLED ON A LEVEL STABLE BASE SEPTIC TANK TO BE INSPECTED ✓!c CUJWED ANNUALLY 2006-052 o NTS NTS NTS I 0 O O I cv I I I Z Q0) I � o N w I` �1 � WNId oo H a 0'- ) C) k'I C4 L Lo o i BATH/ CLOS. / U �r A.. ° LAUNDRY BEDROOM #5 � ` / 41 ; I OUTDOOR DN. I t�v SHOWER I I I uP I N HALL r - - - - � D L CLOS.BUTLER'S REF PANTRY / UNFINISHED BEDROOM #4 CLOS. I BEDROOM #3 ATTIC / DINING \ / ROOM KITCHEN SINK Y - - - -�� - HALLUP i 0 - - BATH �j DN. — — — — — DN. DN. f .. `PORCH ROOF - - - - - - - - - - - - - - UP BELOW 1 0 b CLOS. / BEDROOM #6 U� i COVERED / \ PORCH II I I i I BEDROOM #1 CLOS. LIVING - �i FAMILY I I ROOM I I ROOM I BEDROOM #2 / CLOS. I W I / o a > SUN COVERED PORCH PORCH W � Go � W 4'-8"t olT n I---I C/ C 33'-7t 33'-7't 28'-8"t ~ �-4 cc . WV ✓ SCALE FIRST FLOOR PLAN SECONDFLOOR PLAN ATTIC FLOOR PLAN 1 /4 DATE a � 10/5/2006 6 THE DESIGNER SHALL BE NOTIFIED IF ANYERRORS OR OMISSIONS ARE FOUND N WG THESE DRAWINGS PRIOR TO START OF CONSTRUCTION.THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED.ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. I � N Q � t.001 81 W � c � W N� oo j W � otn Lo ► . , II O M � NEW r PATIO L=__ 1�IEWII b41 `-� ---------- , OUTDOOR L ____ SHOWER EAU/ R,n, Im {- ---- 1 I------------a I i -r I ---- 1I I I \ \\ 11-------- ---i II \ `\ ---� _ _ F ---------- I - ----- ------- I i---------- lUl I I ♦\ t r--------------- ( GLOB. I 1 I I REMODELED BEDROOM #3 `J OOK� EMODE ED \ -- — I IV'ALL ;� CLOS. I BEDROO #2 \\ --- n ON/EN NEW SINK REMODELED FAMILY D W \ KITCHEN ROOM ; ; NEW , LAUNDRY fill \ I REF �.J BUILT-IN I t REMOD. rL--j1 -- -- 1 .u I ( CABINET - i ; HALL REMOD. I v; - --_--_-==- ---- --- I I t =33 BATH NEW I !V7 I I I I \ - - - - - I ( I I I i I � POWDER , �� I I I �.---------1 - --, 'flT DN. ROOM , I I I I I I I I i �\ O I — --- ----- ---- I F==== NEW -- — — J — — — — — — — — - -- CL I S. I I �, ��_ ROOF DN. I >� DN. r DECK § 1 r CLOS. ao NEW 1 � � � , NEWY STUDY --t WASTE , \ ,•� - CUSTOM --- \ r-= - T BATH 1 1 t SHO l NEW ff��-----il Z REMODELED I I a LIVING I W.I.C. i EXPANDED ► I I BEDROOM \\ REMODELED f �� ROOM \\ I 1 i I UP ENTRY FOYER Ii i XP 'NI Q , \ ASTE \ BEDgO M W BUILT-IN r I I I \ ice• li CABINET BENCH W/ NOOKS ► it —— j ��\ ► I I I I y \ ----------t- �------------ \ \ 1-° COVERED �' F—� PORCH `PORCH ROOF BELOW 1 3'-2"t 4'-81t V 41 O � 33'-2 t 33'-24t 28'-81t W H� W � SCALE FIRST FLOOR PLAN SECOND FLOOR PLAN ATTIC FLOOR PLAN 1 /4 LEGEND: DATE 0 EXISTING WALLS 10/5/2006 CONSTRUCTION TO BE REMOVED THE NEW CONSTRUCTION ERRORSIOROMISSONSAREFGNER SHALL BE IOUNDOFIED IF ANY DWG. NO• . THESE DRAWINGS PRIOR TO START OF CONSTRUCTION,THE BUILDING CONTRACTOR WILL BE RESPONSIBLE FOR THE CONTENT IN THESE DRAWINGS IF CONSTRUCTION .00 COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. PRELIMINARY D R/`1 V V 1 N G THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED.ANY OTHER USE OF FOR DESIGN REVIEW THESE DRAWINGS REQUIRES THE WRITTEN k CONSENT OF THE DESIGNER UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. - - ---- - - -- - - - - ---------------- — __ _ u_.- — .- -u-- ---— ---- ---- --. _ ----- --- . -. — 1 _