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Home My WebLink About0076 HOLLY LANE - Health 7 i HOLLY LANE, CENTERVILLE A = i I i IN UPC 12534 No.2-153LOR HASTINGS. UN TOWN OF BARNSTABLEe�q 6�P ♦� OFFICE OF 13AHd9TGBL i BOARD OF HEALTH NAG& 1639' `em 0 MAY 367 MAIN STREET k' HYANNIS, MASS.02601 December 7, 1998 Peter Sullivan, P.E. 7 Parker Road P. O. Box 659 Osterville, MA 02655 RE: 76 Holly Lane,.Centerville Dear Mr. Sullivan: You are granted multiple variances, on behalf of your client, E.J. Brown, to install a replacement onsite sewage disposal system at 76 Holly Lane, Centerville. The variances granted are as follows: 310 CMR 15.211: To install a soil absorption system 53 feet away from an onsite drinking water well, in lieu of the required 150 feet separation distance. 310 CMR 15.211: To install a soil absorption system 3.3 feet away from the crawl space. 310 CMR 15.211: To install a soil absorption system 1 foot away from the side property line and six feet away from the rear property line. 310 CMR 15.211: To install a septic tank only 3.5 feet away from the foundation in lieu of the ten feet separation distance required. 310 CMR 15.211: To install a septic tank only five (5) feet away from the property time. B.O.H. Part XI: To install a soil absorption system 100 feet away from a neighbor's well, in lieu of the required 150 feet separation distance. 310 CMR 15.248: To provide a soil absorption system without a future reserve area. holly 1 �t These variances are granted with the following conditions: (1) The house consists of four(4)bedrooms presently. No additional bedrooms are authorized until after the dwelling is connected to public water. Dens, study rooms, finished basement, finished attics, sleeping lofts, and similar-type rooms are considered bedrooms according to MA DEP. (2) The designing engineer shall supervise the construction of the septic System and shall certify in writing to the Board of Health that the system was installed in strict accordance with the submitted plans. These variances are granted because the existing cesspools are located in close proximity to groundwater. It is the opinion of the Board that the proposed replacement system may alleviate a source of pollution to the groundwater in the area. Sincerely yours, �y�usan G. Ra , R.S. Chairman Board of Health Town of Barnstable SGR/bcs holly r of DATE r • &UtMAffi& �f 59. Town of Barnstable REC. BY41, Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Sus Q.Rask,R.S. FAX: 508-790-6304 Sumner KaufiriM M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: I-l.`( ��f.� - I~��--fL,tI Q-6 Assessor's Map and Parcel Number. Size of Lot:__ %0 , 40eZ 5 H G2tL,A)G N Wetlands Within 300 Ft. Yes X Subdivision Name: No Business Name: APPLICANT Name: fe-S, G ., IeAw►t7 Name: G'i�Z u�,u v�� Address: -7Ce �6 LL-( LAB G Address: 'otc C. 59 OSVF-EseI LLF— Phone: -1-7 Phone: ASS, S54/4 FAX: Ice FAX: �Z8^ 3 L V"5- V (t is Reg.) REASON FOR VARIANCE,(May attach If more space needed) S�G i�RGbE�i7 �bl�t,1 AK FE-A�50r5Ct cjp, PZc:a,A GC, Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) Applicant understands that the abutters must be notified by certified mail at 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 variances only) Variance request application fee collected(ne ree for lifeguard modifcs6on renewals.greife trap variance renewals(fame ovmenleuee only),outside dining variance renewals(fame o"crAcasee only),and variances to repair failed ac"ge disposal sy stem(only if no a:paroion to the building proposedn Variance request submitted at least IS days prior to meeting date VARIANCE APPROVED Susan G. Rask, R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/WP/VARIREQ E J Brown 76 Holly Lane Centerville MA Map 229 Parcel 18 VARIANCES REQUESTED Maximum Feasible Compliance House Constructed Approximately 1954 State Variances: Title V, 310 CMR 15.211 1. Separation from Applicant's Well to Applicant's Septic 53 feet + 2. Separation from Crawl Space to Edge of Field 3.3 feet + 3. Separation from Property Line to Edge of Field 1 foot + sideline and 6.0 + feet rear 4. Separation from Foundation to Septic Tank 3.5 feet + 5. Separation from Property Line to Septic Tank 5.0 feet + Town Variances: 1. Separation from Abutter's Well (house number #73) to Applicant's Septic 100 feet 2. There is no reserve area present on site. The existing cesspools are to be removed and the new field installed in the same general area. Sullivan Engineering Inc. Osterville Mass l TOINNI D=BARNSTABLE LOc.A170N 7 ¢�0/` SEWAGE; 9'9_6O VIbLAGE N '��= / ASSESSOR'S MAP & LOTX2 Ff INSTALLER'S NAME&PHONE NO. �• !/Gi.G��/� s i e` y��'S-� � SEPTIC TANK CAPACITY 2.5_0 C)610 LEACHING FACILITY: (type) re/ y (size) �-� X o NO.OF BEDROOMS BUILDER OR OWNER LOL�J y PERMITDATE: //-of a_99 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) , Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet o leaching facili ) Feet Furnished by i y� ` , a r I No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 0[pprication for Migaal *pgtem Cougtruction Permit Application for a Permit to Construct( )Repair( pgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �p//Y lQ,h LO Owner's Name,Address and Tel.No. CMG rt 1't'�f✓i Ile Wt0.. ��vf �, �-�C�(i,1� �b �'O W'V� Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 8re~ce »'tccca�ll►'��et/' ��Y' �wil�va^,v� Type of Building: Dwelling No.of Bedrooms! Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures L� p 1'` Design Flow / A gallons per day. Calculated daily flow / gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank nn � Type of S.A.S. 0 rLk,)!T Description of Soil A LU�A �'"� CZ1)0U Nature of Repairs or Alterations(Answer when applicable) DESIGNING ENGINEER UST 61JPERVIRE iNsTALLATION AND-C FY IN WRITING - THr= SYSTEM WAS INSTALLED IN STRICT Date last inspected: ACCORDANCE TO PLAN. 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 Environme tal Code and not to place the system in operation until a Certifi- cate of Compliance has been issu by this B and of Y Signed Date 110C1 IqC Application Approved by Date / 9 Application Disapproved for the ollowing reasons Permit No. Date Issued 'No. '1 , _ ^� 1 Fee G_ T THE COMMONWEALTH OF MASSACHUSETTS a Entered ii computer: ` PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zippricatiou for �Digogal *p!tem Construction Permit Application for f Permit to Construct( )Repair( <911de( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. f I Owner's Name,Address and Tel.No: f Assessor's Map/Parcel �a / iLt_ R e k t Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. r L4 c e vrt c c C C,!- I v le 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 r 1 gallons per day. Calculated daily flow i gallons. Plan Date Number of sheets Revision Date Title ',Size of Septic Tank Type of S.A.S. G Description of Soil 1 1 `-='" '� CIAO -9 A f lr Nature of Repairs or Alterations(Answer when applicable) r Date last inspected: . t 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 Environme tal Code and not to place the system in operation until a Certifi- cate of Compliance has been issue by this B and of . Signed Date Application Approved by Date Z' / 49 Application Disapproved for the ollowing reasons �'` Permit No. Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( );Upgraded( ) Abandoned( )by ✓d�.s at `i7 6 �s � i1G1 has been constructed in accordance with the provisions of Title and the for Disposal System Construction Permit No. 4 dated `Xa- '!F . Installer Designer The issuance of this permit shall not be construed as a guarantee that the systW will function as&9igne_d-7 Date f:ti; '' 2 `�= �' .9 Inspector -- No. !� � C..rJy --------------------------Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mizpozar *pztem Construction Permit Permission is hereby granted to Construct( )Repair(— T-Ut)grade( , J�Abandon( ) System located at VV (9� t l and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of thi ermit. Date: Approved by r" i 12/10%1998 14:30 5084283115 SULLLIVAN ENG INC PAGE 02 V TOWN OF BARNSTABLE OFFICE OF 1f1U!? i BOARD OF HEALTH DESIGNING ENGINEER MUST SUPERVISE1 wa 3b7 N STREET INSTALLATION AND CERTIFY IN WRITING MAP HYANNIS,MASS,02601 THE SYSTEM WAS INSTALLED-IN STRICT ACCORDANCE TO PLAN. December 7, 1998 Peter Sullivan, P.E. 7 Parker Road P. O. Box 659 Osterville,MA 02655 RE: 76 Holly Lane,Centerville Dear Mr. Sullivan: You are granted multiple variances,on behalf of your client, E.J. Brown,to install.a replacement onsite sewage disposal system at 76 Holly Lane,Centerville. The variances granted are as follows: 310 CMR 15,211: To install a soil absorption system 53 feet away from an onsite drinking water well, in lieu of the required 150 feet separation distance. 310 CMR 15.211: To install a soil absorption system 3.3 feet away from the crawl space. 310 CMR 15.211: To install a soil absorption system I foot away from the side property line and six feet away from the rear property line. 310 CUR 1&21 - To install a septic tank only 3.5 feet away from th foundation in lieu of the ten feet separation distance required. 310 CMR 15,211: To install a septic tank only five(5)Meet away from.the property time. B.O.H.Part Xi: To install a soil absorption system 100 feet away f rom a neighbor's well,in lieu of the required 150 feet separation distance. 31Q CMR l5.Z.4 - To provide a soil absorption system without a future reserve area. holly i /10i19a8 14: 30 50.84283115 SULLLIVAN ENG INC PIG? J3 r These variances are granted with the following conditions: (1) The house consists of four(4)bedrooms presently. No additional bedrooms are authorized until after the dwelling is connected to public water. Dens,study rooms, finished basement, finished attics,sleeping lofts, and similar-type rooms are considered bedrooms according to MA DEP. (2) The designing engineer shall supervise the construction of the septic system and shall certify in ATiting to the Board of Health that the system was installed in strict accordance with the submitted plans. These variances are granted because the existing cesspools are located in close proximity to groundwater. It is the opinion of the Board that the proposed replacement system may alleviate a source of pollution to the groundwater in the area. Sincerely yours, eyG. ,san G.Ra ,R.S. Chairman Board of Health Town of Barnstable SGMcs holly. I I w TOWN OF BARNSTABLE LOCATION '�� U�/i GA�vF SEWAGE # -!moo VII.LAGE CANT��:/�i= ASSESSOR'S MAP & LOT —45r ' INSTALLER'S NAME&PHONE NO._ /Ct Ct=/� SEPTIC TANK CAPACITY J SD C)6,) LEACHING FACILITY: (type) ti �� (size) y NO.OF BEDROOMS � BUILDER OR OWNERS. PERMTTDATE: //-a a-9 9 COMPLIANCE DATE: Separation Distance Between the: d Maximum Adjusted,.iroundwater Table and Bottom of Leaching Facility Feet ` Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feett o leaching facility) Feet Furnished by ✓„�� .ii��'� ,. � j C1/7 Sullivan Engineering Inc. 7 Parker Road Box 6 5 9 Osterville MA 02 6 5 5 Peter Sullivan P.E . Mass. Registration No. 29733 Phone 508-428-3344 Fax 508-428-3115 e-mail: psullpe@aol.com January 7, 2000 Board of Health Town of Barnstable 367 Main Street Hyannis, MA 02601 RE: 76 Holly Lane, Centerville Map 229 Parcel 18 Dear Board of Health, This letter is to certify that the septic system was installed in accordance with the Plan of Record. I trust this meets your present needs. If you have any questions, please feel free to contact me. V truly yours, O Peter Sullivan PE Sullivan Engineering Inc. cc: E J Brown �OF FMR SULLN ib C Pl/p i Members of American Society of Civil Engineers, Boston Society of Civil Engineers .s TOWN OF BARNSTABLE n ATION ?G �/ 1 i�3� SEWAGE # VILLAGE 1.t"'�J Tl r . e ' ' ASSESSOR'S MAP & LOT_ap",- INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITYAtype) (size) NO. OF BEDROOMS PRIVATDWEL OR PUBLIC WATER BUILDER OR OWNERa DATE PERMIT ISSUED: DATE ,COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No t }. 1 ( i IL r 91 f � J i t f P-9269 October 21, 1998 P.Sullivan PE, Sullivan Engineering Inc. & J. Dunning, Barnstable Board of Health Test Hole No. 1 0--5" O Loamy Sand 10yr3/2 5"--1 1" A Loamy Sand 1 Oyr3/4 11%-25" B Medium Coarse Sand Some Cobbles 7.5yr7/8 25"-120" C Medium Coarse Sand Some Cobbles 1 Oyr6/5 Perc Test No. 1 9 48" Drop less than 4 minutes per inch Class 1 Material Finish Water encountered @ 101.5" Grade NOTES DESIGN DATA cr of Test Hole No.2 x 1.Water Supply ForThis Lot 1s Private Well.I. - Single Family- 4 Bedroom Marshes o - With no Garbage Grinder Rd FG.32.0 F.G.31.5 , 2.Location of Utilities Shown on This Plan Are Approx. Daily Flow= I IOx 4=440 GPD 0--3" O Loamy Sand 10yr3/2 M Compacted:Fi II 3 Maximum Fi Iter At Least 72 Hours Prior to Any Excavation ForThis Septic Tank 440 GPD x 200%=880 GPD Notification to Dig Safe(I-800-322-48 to 28 See Note 4 Fabric Project The ContractorShall Make The Required Use 1500 Gallon Septic Tank ... 3"--12" A Loamy Sand 10yr3/4 29.7 Inv.28.7 44) - � •''"• ' -c� I/8��- 1/2" Pea Stone 3, The,Contractor is Required to Secure Appropriate LEACHING AREA Qo�d (.00US 29.5 To E1.30.4 = I Permits From Town Agencies For Construction 440 GPD/0.74= 595 SF Required ; von9 sr 12"--24" B Medium Coarse Sand p 1 Some Cobbles 7.5yr7/8 1500 Gallon 293 0 !� g,I ;r• . Bot.E 1.29.1 1 _ 4 0 PerforateDefined byThis Plan. 28.9 PVC Pipe A, 3/4"-1 1/2 Double S.Y. �: ti r Bottom Areu= 15�x 4d= 600 S,F. ` o 24"-120" C Medium Coarse SandWashed 4: Install Risers as Required to Within 12!�of Some Cobbles 1Oyr6/5 Per Bedding 5 Finished Grade. 60 LEACHoING BE0 DESIGN tal Provided1V Pine St 5� 10.5� 15' 7•6� 4-0 3 -6 3-6 4'-0� 5.All Structures Buried Four Feet or More or Subject' All Pipes to be Schedule 40.PVC ':• �, a Water encountered @101.5" 15,-0„ to Vehicular Traffic lobe H-20 Loading. Perforated With Capped Ends.Use C Septic System to be Installed in Accordance With 3-4 Distribu ion.Line in Leaching e Bottom of Test Hole t• g \\ Ground water correction 310 CMR 15.00 Latest,Revision And The Town of Bed in a 15 x 4 0 Washed Stone Well:MIW29 Elev. 21.5 NOTE: Where Necessary Remove All Unsuitable Material Barnstable Board of Health Regulations. Field as Shown 6 ova Zone: D Date : 10/21/98 For 5 Around System. 7 Al I Piping to be Sch. 40 PVC • Level :8.8 0 6 Existing Septic System to be Removed & BackfiIled Adj :50%(5.2)= 2.6 :per Dunbar Hearing DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM - CROSS SECTION OF LEACHING BED Observed H2O =ele. 22.5With Clean Suitable Material. Adj H2O =ele.25.1 -Not to Scale I '' Not to Scale 9.Water proof edge of existing foundation Location on Map as required. 1'=2000f' VARIANCES REQUESTED Maximum Feasible Compliance ASSESSORS REF.: House Constructed Approximately 1954 -- Map 229, Parcels 18 State Variances: Title V, 310 CMR 15.211 ZONE: RD-1 1. Separation from Applicant's Well to Applicant's Septic 53 feet + _ •--. _ Edge of Vegetated Wetland 2. Separation from Crawl Space to Edge of Field 3.3 feet + •__ •- _`-•-_. as Flagged by FES. Area (min. 43,560 SF 3. Separation from Property Line to Edge of Field 1 foot + sideline and 6.0 _�_feet rear 8' •�- •_. �r3 -• Fri ga min) 20' 4. Separation from Foundation to Septic Tank 3.5 feet + _ __ _ _ •- .,.,-`•J Width (min) 125 �2e �. BM Elev=28.75 Setbacks: 5. Separation from Property Line to Septic Tank 5.0 feet + �`�, _ .�;4 _ Front: 30' Town Variances: °�_° 5�'r ` Spike in 24 Sycamore '' Side: 10 �r Z � / �-_° � • Rear: 10 1. Separation from Abutter's Well (house number#73) to Applicant's Septic 100 feet LOT 13 �b��lr,� 6 •-..., 2. There is no reserve area present on site. The existing cesspools are to be removed � � °� `• _ I pq N/F ,,;d OVERLAY DISTRICT: and the new field installed in the same general area. �' N rnF=29, 1,t w Z / ��'° -.,.,-'= Hoge O Ni Exlsting C spool �-'--� OwellJng s 1strOF= / •.- 11 •- AP District as shown on Town Zoning 1OtAss poO Tank (1500ga1) o W s I PDS R`�� J12 -•- •- Map dated September 1,1998 (OOIMtN. \H-:::� i o Deck I Pump Chamber GRASS �. �� FLOOD ZONE: C NIF I I I Pro sed Tdnk(1500g) °` 1 sty ly `�` David B. Dunbar I I Pump Chamber ASS I Owellin /F LOT 8 / �> Janet Cook-Dunbar 0 0 0 1 13 9 g/ Deck / / Community Panel No. I�_ _ ohw 1 LOT 12 I a I oT 10 h 111 # 3/ / // / +� #250001 0005 _C 100'MIN• 5MPERATION DISTANCE - - -- - - - - - °h - - LOT 11 ° 1 LOT 9 FROM WELL 73 HOLLY LANE - //• Aug 19, 1985 � 100.00' HOLLY LANE LL Y (,3o Private) LANE 8 s _ _ - s _ _ , , EDGE Oi PAt�]!£1VT , \ ` I � � n/ I � � , / I I / - ._.:-_ �\ ' - - - - - - -�� -'�_ •.•-_. N 0 7 40,E E� cr•rArt�r,T � �"� �- I / / - - - - -� i `^ ._to 00_ LOT 4� LOT 6 LOT 5 00 f 3 L Co GRASS' - _- 3 I N N , LOT 2 LOT 1 �/ LONG POND J NIF Leach n N / I O I / O David B. Dunbar Area (#�3) -1 9 lacy W/� I - _ - _ I, �� I ( l / (Elevationeat 5 d AR 96 � OwelJJn � I Janet Cook-Dunbar Z i761 9 _ 31 1101 �' l ( /M / ) // MILR SULLIVAN EXIgT SL'PTI SvSTP-M TO �E I STORY W/F pweLL%NG - - 2- o el -� fsty W� "� I I / tJ0.29733 REMOVL'D---� No, 76 HOLLY LAND - - ''� / 1 CIVIL LeachInArea (#�3) - 00o SEPTIC TANK "-i � it - ', Eugt�ne J. & lr ne C. HO�ley 1 I N o See note 9 _ - _ _ 14- 5 3': w , i D-B O x IF NIF Anne A. &NFred A. Hume Grace F. Powers - _ _ - - SEE NiOTC No. 8 Way to Water (Private) - -� PREPARED BY: PREPARED FOR: Notes/Revision: Title: Proposed Septic System L_EACNING D-BOx SEPTIC QEo -t-ANL4 no E. J. BROWN 1.) The property line information shown was compiled from Repair and Upgrade Sullivan ]Engineering, I nc- �ap(`'8u ry record information and does not represent an on the ground Po Box s59 PO Box 718 76 H 0 L LY LANE survey. for -76 Holly Lane osteP lie, MA 02655 Hyannis MA 02601-0718 CENTERVILLE MA - PARTIAL SITE PLAN ' �, Barnstable (Centerville) (508)428-3344 (508)428-3115 fax (so8)�90-�902 (5oa)�90-�905 fax 2.) The topographic information was obtained by a conventional Scale: I = 20 PSWIPEDaol.com copesurvOcopecod.net SUI-Vey methods. Massachusetts 3.) The datum used is _+MSL based on the elevation of 30 0 15 30 60 120 Field: Draft Long Pond. Date: Scale: t Comp Review: '✓ Wr' A. M1 R itl Y 1.R.'YR`I.� OCT. 30, 1998 1 =30 Proj. # Drawing # 9 g 052,