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HomeMy WebLinkAbout0249 HOLLY POINT ROAD - Health 249 Holly Point Road Centerville A= 232 - 070 No. 42101/3 ORA o ESSELT E 10% 0 0 0 0 o O � f/ TOWN 0FBARNSTABLE II LOCATION JYY 46�l .71>1l SEWAGE# 2-010 01-7 VILLAGE ✓� I ASSESSOR'S MAP&PARCEL o7.3� ^ 7 INSTALLER'S NAME&PHONE NO.. m, Z ° 0 SEPTIC TANK CAPACITY WS70cpl LEACHING FACILITY: (type)(t�� tk D t o ►J� t (size) (�f 3 NO.OF BEDROOMS 3 1 ° OWNER q,i r' k9A r41% PERMIT DATE: 1'—Z.I—ZO 10 COMPLIANCE DATE: Separation Distance Between the: / Maximum Adjusted Groundwater Table to the 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 ariy wetlands exist within 360 feet of leaching facility) JJ Feet FURNISHED BY C go�ww - �'�'L�G®�/I L�' LL,C f AY - �3, b 3 i,s. 131 �s L4to,D , No. N �' /O,r l• �� � ego 1 0 d �. Fee T ,_ COMMONUVEALTW OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplitation for MispoAal *pstem Construction permit Application for a Permit to Construct( ) Repair 4e j Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.aL19 16 d 19o,,r /o aj, Owner's Name,Address,and Tel.No. S uS" roan�S Cev.t-tsi��l Assessor's Map/Parcel Z 3 z 70 5141 4 Installer's Name,Address,and Tel.No.Ca- �� ses Designer's Name,Address,and Tel.No. �r�f,zm.,,� r✓on K s t{7?-S3)3 IZ c.9.crossF eerl Type of Building: QA J��,Z Dwelling No.of Bedrooms � ►/ Lot Size I _, S 3 sq.ft. Garbage Grinder( ) Other Type of Building �&4y"y L-I No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3-o gpd Design flow provided gpd Plan Date Qc)-? Number of sheets / /3 L 2 evision Date l Ll 8 Title CC Size of Septic Tank -1��j Type of S.A.S. 5?) p,.a_f e-5S e Cti C&,,.Z Description of Soil ' G l2 Nature of Repairs or Alterations(Answer when applicable) 1500 op i+-!O },t_ '( 710 t 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 this Board of Health. Si Date I Za Z v t y Application Approved by Date Application Disapproved by Date for the following reasons Permit No. i G e Date Issued—) ------------------------------------- ---------- -- -..- z 1 ,2010 No. ( Fee o d — TI- COMMON WEALT'W OF MASSACHUSETTS Entered in computer: PUBLIC HEALT14 DIVISION -TOWN OF, BARNSTABLE, MASSACHU,SETTS Yes application for MisposaUbpstem (Construction permit Application for a Permit to Construct( ) Repair�Q. Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.aLiq "11,, porn T Ifs,Air f. Owner's Name,Address,and Tel.No.S Assessor's Map/Parcel Z 3-Z -gip Installer's Name,Address,and Tel.No.CA )e,:j,Jo Ey>��/� �r� Designer's Name,Address,and Tel.No. o ';3 -3 77--jr 313 Type of Building: ( Q(1 f�r 2 Dwelling No.of Bedrooms - `� Lot Size �,`�]3 sq.ft. Garbage Grinder( ) Other Type of Building •l r, ,co- No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 o gpd Design flow provided gpd Plan Date I Number of sheets //13 Zol 01Cz1Revision Date 1 13 �oia r Title Size of Septic Tank I Syp Type of S.A.S. SI?� I cS S Description of Soil 4 41 t, I Nature of Repairs or Alterations(Answer when applicable) h up 4-0 S--,(;;)1 L `IY-`w� r" Date last inspected: Agreement: y 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 this Board of Health. .... S igffe-d Date }-ZO Zcs I Application Approved by Date /- / -,2 d/ Application Disapproved by Date for the following reasons Permit No. Q d (o - o ► 7 Date Issued - I - 1 - a / ------------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO C/F/RTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired ) Upgraded( ) Abandoned( )by (.-../A 4&Zj U-2 LL(— at cR -�� eo,h.T has been constructed in accordance with the provisions of Title 5 andi`the for Disposal System Construction Permit No.a a 7 dated 1 - .2/-2 Installer Qj Designer g �'1( 11.( i l-, 1.. De #bedrooms !,.P�J f,c�- Approved design f�ow 2 t) gpd The issuance of this permit shall not be construed as a guarantee that the system 1-function as designed. Date p IJ Inspector 6- No. o / "U 1 7 Fee ljo — THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Nsposal *pstem Construction permit Permission is hereby granted to Cons ruct( ) Repair( ) Upgrade( ) Abandon( ) System located at oC (cla� t k and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Constru tion must be completed within three years of the date of this permit I i � Date J Approved by '' A`1 v / O C_ �� �j 'tee r fl�r� �.,�i C& ff_P' r - r �d DATE: FEE:KA —d i i IARNgPAHi1',p� 16399 .Ate$ REC. BY ' Town of Barnstable �,�, SCHED. DATE:.` //�JI� Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862 4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul J.Canniff,D.M.D. VARIANCE REOUEST FORM LOCATION Property Address: 249 44 o LL / Pa i N'T- T29 r (fV NTEJz v+Li-C, Assessor's Map and Parcel Number: 23 2 Q O Size of Lot: 18, 45 3 S 0 Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME• -Cu SAr N 4:-'-aA-eu C i S Phone 5-0 6 - '3 6 7 -5$`t 5 Did the owner of the property authorize you to represent him or her? Yes i/ No PROPERTY OWNER'S NAME / CONTACT PERSON Name: Fig C I S, KE[TI-1 A, £ Su s4lu=T, Name: McC-.eu-T15 C 3'f-- z It FOIN7 P,6 trQ0a<S, 1NC. Address:CjF-.rv7E2V i 4,L-t MA 02(0-;.Z Address: I tN: CSzos S r i Gr -y R� ]=pazE5TP�4irL , MA 02(o4Y Phone:. Phone:w_�{—/}7 7-S 313 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) 310 CH(L 41 Ma)ANGr- -%AS -m, 1'rz-0,9, Lit, LOCAL Up6:a9 v e-- 0&i A-NCE TO M4X, Cov f2 2�CLu CLr✓MLtvT ke ( d s� 14>� � NATURE OF WORK: House Addition ❑❑❑❑❑❑ House Renovation ❑ Repair of Failed Septic System Checitilist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. _ 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) �,7 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 at least ten days prior to meeting date at,applicant's expense;(for Title V and/or local sewage regulation variances only) i Full menu submitted(for grease trap variance requests only) _ Variance request applicatioh fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner%lesseeolyJ, outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems[only if no eztpansion:,t_q the building proposed]) _ Variance request submitted at least 15 days prior to meeting dateRL _ VARIANCE APPROVED Wayne Miller,Ch NOT APPROVED Junichi Sawayana C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\N9Y64YM8\VARIREQ Oct2009.DOC Engineering Works, Inc. 12 West Crossfield-Road, Forestdale, MA 02644 Tel/Fax(508)477-5313 December 30, 2009 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: 249 Holly Point Rd, Centerville, MA (Assessors Map 232, Parcel 70) Construction Title 5 Septic System Dear members of the Board: Please be advised that an application for variances from the Massachusetts Department of Environmental Protection, Title 5, and Local Regulations have been submitted to the Barnstable Health Department for approval. The following variances are being requested: • 310 CM1R 15.406(a) & (b) —CONTENTS OF LOCAL UPGRADE APPROVAL 1. A 4' variance, S.A.S. to property line (side), for a 6' setback. 2. A 2' variance to the 3' maximum cover requirement, for no more than 5' of cover over the S.A.S. Chambers shall be H-20 rated and S.A.S. vented. • LOCAL REGULATION, Chapter 360, Article 1 - Setback Requirements 1. A 41' variance, septic tank to wetland, for a 59' setback. Variance requests being made are due to site constraints. Sincerely, Peter T. McEntee P.E. I Engineering Works, Inc. EXISTING FLOOR PLAN 12 W. Crossfleld Road 249 Holly Point Rd., Centerville, MA Forestdale, MA 02644 Job No. 206-09 Date: 12/29/09 e 1 of 1 — 9 (508) 477 5313 Pa SLIDERS FAMILY BEDROOM DECK ROOM 13'x14' 13'x16' CL. SLIDERS SLIDERS 0 Q BATH BED KITCHEN HALL ENT. DIN. RM. 12'x21' R M. CL. CL. 11'x15' 11'x12 BED CL. FOYER RM. GARAGE LIV. RM. 9'x10' BATH 13'x21' EN T. MAIN FLOOR UTILITY ROOM SLIDERS FAMILY ROOM 20'x41' STORAGE BASEMENT LEVEL NOTE: SKETCH IS FOR SCHEMATIC PURPOSES ONLY — NOT TO SCALE Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax(508)477-5313 December 30, 2009 Re: 249 Holly Point Rd, Centerville, MA (Assessors Map 232, Parcel 70) Construction Title 5 Septic System Dear Sir/Mam: Please be advised that an application for variances from the Massachusetts Department of Environmental Protection, Title 5, and Local Regulations have been submitted to the Barnstable Health Department for approval. The following variances are being requested: • 310 CMR 15.405(a) & (b) —CONTENTS OF LOCAL UPGRADE APPROVAL 1. A 4' variance, S.A.S. to property line (side), for a 6' setback. 2. A 2' variance to the 3' maximum cover requirement, for no more than 5' of cover over the S.A.S. Chambers shall be H-20 rated and S.A.S. vented. • LOCAL REGULATION, Chapter 360, Article 1 — Setback Requirements 1. A 41' variance, septic tank to wetland, for a 59' setback. The application and plans are available for review at the Barnstable Health Department, 200 Main Street, Hyannis, MA, Monday through Friday (excluding holidays) from 8:30 a.m. to 4:30 p.m. A public hearing will be held, to discuss the proposed work, on Tuesday, January 12, 2010, at 4:00 p.m. The hearing will be held at the following location: Town Hall Hearing.Room Second Floor 367--Main Street Hyannis, MA VSin ely, eter T. McEntee P.E. Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 . Tel/Fax(508)477-5313 December 30, 2009 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: 249 Holly Point Rd, Centerville, MA, Title 5 Septic Upgrade Representation Authorization Dear Board members: I hereby authorize Peter McEntee PE to represent my interests for the subject project. Susan Francis — Owner Town of Barnstable Geographic Information System December 29,2009 ,4S w ,s 232 029003 #27 8 232031 f 232029004 232030 iF$515 2 .3 v t X >r#•28 232 029 002 #29 6 232 033 #226. 232035 0190 f ��k:s`-- ' 232034 C"{•r.,}�^1Ri:'. a.M, . 212 232029001 ; r { 332 n. 4.,. A O I N T R 0410 4 233: W. w 232028 #312 23207 zfi 232062 232067 #213., #345 232066 2320271, #14 mom 0 41 Fe t #3z6 #305 #6 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:232 Parcel:070 Board of Health Selected Parcel boundary determination or regulatory Interpretation. Enlargements beyond a scale of Abutter List Type-Direct abutters(no set distance)and the properties located 1.=100'may not meet established map accuracy standards. The parcel lines on this map Abutters - E are only graphic representations of Assessor's tax parcels.They are not true property across the street. boundaries and do not represent accurate relationships to physical features on the map Buffer such as building locations. 'r•`i;i, Board of Health Abutter List for Map & Parcel(s): '232070'1'232047'1'232031' Direct abutters(no set distance) and the properties located across the street. Total Count: 9 m0 Close Map&Parcel . Ownerl Owner2 Addressl Address 2 Mailing Country Deed CityStateZip FRANCIS KEITH A 249 HOLLY POINT CENTERVILLE, 232025 &SUSANI RD MA 02632 USA C115295 ROCHE, LAWRENCE ROCHE REALTY 266 HOLLY POINT CENTERVILLE, 232030 B&JULIA TRS TRUST RD MA 02632 USA C147794 232031 EUDAILEY, WILLIAM 193 STURBRIDGE OSTERVILLE, MA C182587 A DR 02655 232032 STEIN,WILLIAM I& %STEIN,MARILYN B STEIN BARNSTABLE 210 NAHANTON NEWTON, MA C163752 MARILYN B TRS TRS REALTY TRUST ST#317 02459 PHILBRICK, PHILBRICK, 226 HOLLY POINT CENTERVILLE 232033 THOMAS L& MARIANNE D RD MA 02632 USA C130248 232046 BURMAN, EUGENE& 307 HOLLYWOOD CENTERVILLE, USA C43594 MARCELLA AVE MA 02632 232047 GELTMAN,RONALD 236 HOLLY POINT CENTERVILLE, USA C132949 D&GLORYA RD MA 02632 HOLMQUIST,MARK HOLMQUIST FAMILY 295 HOLLY POINT CENTERVILLE 232069 HAYES,TRS TRUST ROAD MA 02632 USA C126067 232070 FRANCIS, KEITH A 249 HOLLY POINT CENTERVILLE, USA C115295 &SUSAN I RD MA 02632 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 1 2/2 912 0 0 9. http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=BOH 12/29/2009 SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Sign to item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse, ❑Addressee so that we can return the card to you. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No I z�s 3. Service Type rA[� AtCertified Mail ❑Express Mail r��1 ❑Registered ❑Return Receipt for Merchandise V 2--(,,3,z— ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number e— (transfer from service labeq !i' '70 8l t 1`8 3`0 i�0 0 4 ;5 5 5''7 10302. i PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STAT 3 C �:�:..�;., IfAWL rv ,� ,� �C Lg�� : get id . :e ..c•S°I�w.ca1`+0,��q,�` may.. • Sender: Please print your name, address, and ZIP+4 in this box • I FFEngineeringWorks Inc. 12 West Crossfield Road Forestdale, MA 02644 I tttt«d�l�t,tt��;t��t,t►;t��t�ttit,«tEtttt«��,�tt�tl�ti�tttit SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signatur item 4 if Restricted Delivery is desired. X S ❑Agent ■ Print your name and address on the reverse (((///��//������> ❑Addres so that we can return the card to you. B. Reojived by(Printed Name) C. Date of oeliy ■ Attach this card to the back of the mailpiece, D/ or on the front if space permits. D. Is delivery address differe 1? ❑Yes 1. Article Addressed to: If YES,enter del iv dress below: ❑ No Pr. A-M 3. Service Type [-f1_ � L Certified Mail ❑Express Mail `b ❑Registered ❑Return Receipt for Merchan L 2a-1, ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes ---------- ----- _- 2. Article Number II 7008 1830 0004 5557 0371 (transfer from service label) PS Form 3811,February 2004 Domestic Return Receipt �02595 o2-M-154o i UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • Engineering Works, Inc. 12 Vilest Crossfield Road ! Forestdale, MA 02644 I ill,,,►,1,1,9l�„!„I,I,,i„!,1l1,,,,,,!l11,,,,„1!„!,!h►l,l �j SECTIONSENDER: COMPLETE THIS SECTION COMPLETE THIS ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. Xd6g [3 Agent ■ Print your name and address on the reverse ❑Addressee 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. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No IV L 3. Service Type W_Certified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes I 2. Article Number 1830 0004 '5557! 03`40 !!! I ((Transfer from service labeq j j ! ! ! := i t!t PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STAT9�0& 'gg'RE " -`:. �• `� sites• ,aid°°"" Arm, � •,A,nn a. . • Sender: Please print your name, address, and ZIP+4 in this box • Engineering Works, Inc. 12 West Crossfield Road Forestdale, MA 02644 �'�:l. ��lera2ala�a��eaa�at�aisa�ea�:���aaa+:ai��lsa:eaa��aa�a{�te�ai SECTIONSENDER: COMPLETE THIS SECTION COMPLETE THIS ON DELIVERY I ■ Complete items 1,2,and 3.Also complete % gnature item 4 if Restricted Delivery is desired. ❑Agent X ■ Print your name and address on the reverse ��/WWW ❑Addressee so that we can return the card to you. B. Received by(Printed Nam) C. Date gf Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No I �Q? 3. Service Type Q111 �6-- Certified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise (1 G(5j3Z ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 10 i! !! t (Transfer from service labeq��t!t ►7 0'0 8 1830 O p 0 4 ; 5 5 5 7 0 319!t i PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 r 64 P'a`x��^.�:.9_�,",,{��^^A�'"."A".31.AA� UNITED STATES''F'O18TAL SE1 7(C� as .. ajO ,h,. S:P�`di""w.m. • • Sender. Please print your name, address, and ZIP+4 In this box I I i Engineering Works, Inc. 12 West Crossfield Road Forestdale, MA 02644 -- i b��99i9f�iDi11 � SECTIONSENDER: COMPLETE THIS SECTION COMPLETE THIS ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Si ature item 4 if Restricted Delivery is desired. X ❑Agent ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. �. Reived b Pri�U -4 C Dat of livery I ■ Attach this card e=bac�c o e m or on the If space permits. 117 ie h� 0 D. Is delivery address different from Rem 1? Y s 1. icle A ressnc1,r1\-yVA If YES,enter delivery address below: ❑No 1p 3. Service Type A .Certified Mail ❑Express Mail A, 1" A- �l ❑Registered ❑Return Receipt for Merchandise Z-` ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number :7008 :1830 : 0:004: 5557 . 0357� (Transfer from service lab_,+ PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAI,SE,RVIC�. . r< - 'First-Class Mail y; 'postage:&:F.eas:i?a d.. _..:...: . Perrriit'Ncf G-1Q. .. • Sender: Please print your name, address, and ZIP+ iri this box rr. .Engineering Works, Inc. j 12 West Crossfield Road Forestdale, MA 02644 •=-•�v`f .� iii,�,:�i�i�ifs,:9�:i�l��l��l�lli������ifill��,:,li��l�l{F��:I COMPLETE •N COMPLETE THIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature . item 4 if Restricted Delivery is desired. X ❑Agent ■ Print your name and address on the reverse c "dressee so that we can return the card to you. B. Received by(Printed,Namq� C.� ate of D livery ■ Attach this card to the back of the mailpiece, �LLyfI /� or on the front if space permits. C� D. Is delivery address different from item 1? Yes 1. Article Ad re d to If YES,enter delivery address below: No I V, `@ 3. Service Type (�S te✓ �� ET*Certified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise S S ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number - — ---- - -- - (Transfer from service fabeq ;j ( {17 0 8 1,8 3f k0 P 0 4 E 5 5 571 40 3 8 8 f PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-170 UNITED STATE$F`9Tu`E2 iA !. .:�i e� a�a xs l� " .... usPSG _1 • Sender: Please print your name, address, and ZIP+4 in this box • I I Engineering Works, Inc. 12 West Crossfield Road Forestdale, MA 02644 I i i '=.:;.%.; 11i19111Ft19�11itt}ltl�ll�tlil�1�11!lllii{�!!!i!l1�l3tt��{44i� f Town of Barnstable -._ _�__P# _.l. ?y Departinent of Regulatory~Services t Public Health Division Hate tbsy �� 200 Main Street;Hyannis M 0 01 Date Sc hid Te- lbi Fee Pd. 0 4 Soil Suitability Assessment,for Sewage sposal Performed By: ' �"��'� Witnessed By: I\ at LOCATION& GENERAL INFORMATION Location Address 2�+� !` H Q I y Pa�•^� /rz,. Owner's Name S v S ej r� C r S Cc e.JJI k Address z 4 4 �o 1 y : �',ert!-e•-tr f(L2 /''I►4 0'2 l0 2; Assessor's Map/Parcel: 23 Z/U 7 U Engineer's Name NEW CONSTRUCTION p REPAIR Telephone# 54�8` ?3-7— Land Use �t e�in w Slopes(%) _ Surface Stones Distances from: Open Water Body?tW l ft Possible Wet Area 7l� 1 ft Drinking Water Well 21: ft Drainage Way - pro t ft Property Line �'�+�� ft .Other. ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands fn proximity to holes) Ae— ® c.7 Parent material(geologic) Depth to Bedrock Depth to Groundwater. Standing Water in Hole:. /"G 0 Weeping from Pit Face (L.4 Estimated Seasonal High Groundwater DETERMINATION FOR.SEASONAL HIGH WATER TABLE Method Used: Deodh Observed standing in obs.we: in. Depth to soil mottles:'- in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index-Well# Reading Date: Index Well level�,w�„ AdJ;factor,,,,.°,,, Adj.Groundwater Level PERCOLATION TEST Date.�,.�.�, 'Irlme„ Observation Hole# Depth-of Pere Time at 6" Start Pre-soak Time® --�j-- 1 a. � _ / !.. 11me(9"-6") End Pre-soak t Rate Min./Inch. 2� 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:\SEPTI0PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color ' Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure;Stones;Boulders. Wedgy. l 'Z r: I , DEEP OBSERVATION HOLE LOG Hole# '7 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.% 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. a , Flood Insurance Rate:Map: Above 500 year flood boundary No_ Yes -- Within 500 year'boundary No 2C Yes Within 100 year flood boundary No.?\ Yes Depth of Naturally Occurring Pervious Material Does at least four feet.of naturally occurring pervious material exist in all areas observed throughoutahe area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? CeMfification 'I certify that.on i.Q (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 g,expertise and experience described-in 310 CNM 15.017. Signature Date Q:\SEF nCVBRCFORM.DOC DaCz1r132s927 U1--11-Lu1v �•.r- r,- BARNSTABLE LAND COURT REGISTRY 12EEI2ESTRICTION WHEREAS, Keith A. Francis and Susan J. Francis of 249 Holly Point Road,located in Centerville, MA,are the owners of 249 Holly Point Road,and being shown as Lots 37 and 38 on Land Court Plan Number 20239-C(Sheet 3)and duly recorded at the Barnstable County Registry of Deeds. WHEREAS, Keith A. Francis and Susan J. Francis as owners of said lot have agreed` with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included on any home built on said lot as a precondition of obtaining a disposal works construction permit in compliance with 310,CMR 15.000. `State EnvironmentalfCode,Ttie V, Minimum Requirements for the Subsurface Disposa! of Sanitary Sewage. WHEREAS,the Town of Barnstable Board of Health,as a pre-condition to granting a Disposal Works Construction Permit for a septic system in compliance with 310 CMR 15.000, State Environmental Code,Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, is requiring that the agreement for the restriction on the Po arY 9 4 n9 g number of bedrooms in any house constructed on said lot be put on record with the Barnstable County Registry of Deeds by recording this document. NOW THEREFORE, Keith A. Francis and Susan J. Francis do hereby place the following restriction on their above referenced land in accordance with their 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. 249 Holly Point Road may have constructed upon it a house containing no more than three (3) bedrooms. Keith A. Francis and Susan J. Francis agree that this shalt be a permanent Deed Restriction affecting the dwelling located at 249 Holly Point Road, Centerville, MA and being shownfton Land Court Plan Number 20239-C(Sheet 3). Page 1 of 2 For title of Keith A. Francis and Susan J. Francis see the following Land Court Certificate Number 115295. Executed as a sealed instrument this day of lL 2010. Owner's signature COMMONWEALTH O,F/MJA�ISSACHUSETTS /" �i`t' ®ate b ,2010 Then personally appeared the above named Gi.ti Gc s known to me to be the persons who executed the following instrument and acknowledged the same to be their free act and deed,before me. NANCY C. BOUDREAU Notary Public Notary Public Commonwealth of Massachusetts My Commission Expires July 47, 2012 My commission expires: 747 "ol Pl ol - (date) Gs Owner's signature STATE OF OKLAHOMA 4�p-j'Q,% LS I-20- tc� ss Date -2010 Then personally appeared the above named known to me to be the person/s who executed the following instrument and �• acknowledged the same to be their-free act and deed, before me. l 4. n r, Notary Public=, ���;'b�°` My commission expires: (date) Page 2 of 2 BARNSTABLE REGISTRY OF OEEN 2 01/26/2010 11: 51 5084775313 ENGINEERING WORKS PAGE 01 Town of Barnstable Regulatory Services Thomas F.Geiler;Director # # Public Health Division _ foss• Thomas McKean,Director 200 Main Street, Hy28pis,1" 02601 Fax: 5OS-790-6304 Office: 508-8624644 Z �� Date: 1 24 10 Sewage Permit# 2��"� tj Assessor's Map/Pareel I C Designer: ;�.e,e n'* �W d''t'" "t C • Installer: Address• 1 L w. C-&J sty`-c k CA 00 A►ddre:ls: . �� r�rr7r 7 • 6� I t fPSe�as issued a permit to install a On ( e) (installer) 01, septic system at�`�q � �a:''� J Lo -6M tWc based on a design drawn by ( ss) F4-t ,M C_�rw--4 t • dated 2 Q �+/ !// (designer) x I ccrti€y 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. Stripout (if required) was inspected and the soils were found satisfactory. 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 Regulations. Plan revision or certified as-built by designer to follow. Stripout(if required)was inspected and the sails were found satisfactory. �H OF Mqs PETER T. ller'3 x ture) McEN7EE W CIVIL No.36109 C (:1 (Designer's Stgnature) (A �6 ) PL P DI VI CE OFAQ- V AM CAW, C N0LJJESmom HEALr" DIVISION ABL q\offix form M aipwrcertificatm fomi.doc r I �y Benchmark Set UP/ 50/ SLEEVE SEWER FOR 10' EACH LEGEND N 42,75 Rt. car. brick stoop • 42.78 - / _SIDE OF WATER SERVICE -- gg-- EXISTING CONTOUR EL.=45.66 (NGVD) M A G/SET ,•/ EXISTING LEACH PIT(approx.) X 100.98 EXISTING SPOT GRADE / I PROPOSED CONTOUR y� k.�..A- 4 3.03 43 0 TO BE PUMPED, FILLED WITH 44 ,11 /,/ SAND AND ABANDONED -yy EXISTING WATER SERVICE @ �% T..`'OFF. / 42 93 ` / EXISTING SEPTIC TANK -G EXISTING GAS SERVICE 45,94 '� ` `` / °� P ^ T (approx.) H.W EXISTING OVERHEAD WIRES \ �/ / TO BE REMOVED OR PUMPED. 44,92 2.84 /' Y / TEST PIT / w N0 4 9 / X Ea9e BENCHMARK, o 41.3,01 I 4 .65 OAD ,L WETLAND SYMBOL cV 5^_ � • I � i e V X / 4 3.3 =16 6 5 en t 42.55 .�N Wequaquet Lake _ 5 ' �i a -47,Y 92 LOCUS MAP 4 3 2 40. iQ NOT TO SCALE 39�10, Pa ed.;.. \' c� GENERAL NOTES: �w� 4' .:S:Z 16, ,� 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 47,59 "�' log 44�16` .' r O Lo 38 g 635,80 BOARD OF HEALTH AND THE DESIGN ENGINEER. o, _ /,., p I �41,84 18,4 3f S.F. 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS TF OiTPi 44.16 43.9 /WETLAND/FLAG of THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 1.:.. 1 M p 232 37.52 / LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: iXi i / ;: L� / 1��qi' 8' -310 CMR 15.405(1)(o)&(b): VENT , l ` - Po ce/ 70 / 5A5 1) A 4' variance, S.A.S. to property line (side), fora 6' setback. 4,43 :.' d rn �^ X 3722 36.00 0 2) A 2' variance to the 3' maximum cover requirement, for 5' of 6. �, $ WETLAND/FLAG �� "l max. cover. S.A.S. shall be H-20 and vented. �' -LOCAL REGULATION Chapter 360. Article 1 - Setback Requirements 2 2 -[]A ,rJ�` 3) A 41' variance, Septic Tank to Wetland, for a 59' setback. 9 C v p X 46.4 4 8 1 4.4 48 / 0 v �qj C u��� THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR P H -- y O N TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE rick 3 Cb`� , DESIGN ENGINEER. EXISTINGIS tees /qa oK° N 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING W 4,09 / SL /Kill= 2�35� /,roc �t1� 1 ��Cor FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. O .EX/STING / 4 �c / 0��+ ki d^ 5. ALL ELEVATIONS BASED ON N.G.V.D. `1' % HOUSE 249 �` l q' �Ve Vegetated oxr S ' d (# ) 01 g 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF P % TOF=45.18 1� p (�,a Wetland �,d��`� THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF O 4 85 (NGVO) 33 0p HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. Z % / o Deck ' ETLAND/FLAG s� 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. % % 3 4 oy I� 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. Q 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS X 44,4 / o X 37,81 / �� OF M AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE % l Deck 3 / ^ � F � ASS9C DIRECTED BY THE APPROVING AUTHORITIES. 43.36 % / ��' .��`� �`` �G 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY % X % � o PETER T. �� a� � g McENTEE � THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING / g1.4 l LJ o CIVIL CONSTRUCTION. / X 43.0 ��_ % 40, 1 7.02 / 6 v No. 35109 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS i k IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND oi� X 2.12 / l s AP �'FG/STE��� REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 3 65 IFS N 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 1 1FT-HOLLY '1 VE LAND/ LAG INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. X 43.46 X 4 X 39, 8 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND X 0.2 9 1 `\x 11.40 1 ,q L IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. , 1, PLAN REVISION 1/13/10 - REVISE NOTE 12 36,04 PROPOSED SEPTIC SYSTEM UPGRADE PLAN WET AND/FLAG OWNER OF RECORD X 40,8� FRANCIS, KEITH A & SUSAN J 249 HOLLY POINT ROAD, CENTERVILLE, MA 249 HOLLY POINT ROAD 107.42' X 0.57 CENTERVILLE, MA 02632 Prepared for: Susan Francis, 249 Holly Point Rd, Centerville, MA 02632 EXISTING CESSPOOL ¢ N 8755'40" W n) 'FLOOD ZONE DESIGNATIONS FROM Engineering by: SCALE DRAWN JOB. NO. TO BE PUMPED, FILLED WITH 1"=20' P.T.M. 206-09 \ COMMUNITY PANEL N0.250001 0005 C Engineering Works, Inc. SAND AND ABANDONED. \ g 9 INTERIOR PLUMBING TO BE REDIRECTS �---� X 40,05 Revised August 19, 1985 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. TO EXISTING SEWER AT FRONT. Site lies within Zone C (508) 477-5313 12/29/09 P.T.M. 1 Of 2 t l'♦ Y ' NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:41.33 FOR A DISTANCE OF 15' AROUND THE (3) 5" DIA.OUTLETS PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. f' 11J1 CHARCOAL i-= 15.5" � 2 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT INSTALL INSPECTION PORT OVER END UNIT VENT OUTLET AND SET TO 6' OF FINISH GRADE ' T.O.F. COVER SET TO 6" OF GRADE EXISTING F.G. EL.=43.5(MIN.) F.G. EL: 44.0f F.G. EL: 46.3(MAX.) 15.5 - 12" RW4&1%low / f is 8. MAINTAIN 2% GRADE (MIN.) OVER S.A.S. 6" ` mm L = 21' L = 54' L = 6'(MAX) IN PO TTION H-1 0 LOADING 2" ® S=1% (MIN.) p S=1% (MIN.) ® S=1% (MIN.) 4'SCH40 PVC 4"SCH40 PVC 4'SCH40 PVC 6" e 11.3" ,o"I 14" TO INVERT D-BOX ? INV.=41.71 48" LIQUID 1- LEVEL ADD INV.=41.17 PROPOSED INV.=41.00 (3 ROWS OF 5 UNITS AT 6.25'/UNIT) + 0.7' WEDGE = 32.0' GAS BAFFLE INV.=40.94 INV.=41.71 D_B.O PLACE WEDGE BETWEEN 1st & 2nd UNITS SOIL ABSORPTION SYSTEM (PROFILE) PROPOSED SEPTIC TANK ESTABLISH VEGETATIVE COVER 75" TIE INTO EXISTING 4 C.I. PIPE BACKFILL WITH CLEAN NATIVE OR PERC SAND TO TOP OF CHAMBERS 1' OUTSIDE HOUSE, INV.=42.35f BREAKOUT=TOP TOP ELEV.=41.33 NOTES: INV. ELEV.=40.94 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=40.00t _ ___' - III III�IIIII�II 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 2.83' �� 76" - TRUE TO GRADE ON A MECHANICALLY COMPACTED EFFECTIVE WIDTH=8.5' PROFILE SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN EXISTING SUITABLE 310 CMR 15.221(2). 3) INSTALL INLET & OUTLET TEES AS REQUIRED. ESTABLISHED HIGH G.W., EL=34.80 MATERIAL = UNITS 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE SEPTIC SYSTEM PROFILE WITH N00WS SEPARATIONI BETWEEN" EACH EN EACH(H-20) ADSBROW &SER NO STONE E AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 16" N.T.S. TYPICAL SECTION 11 DESIGN CRITERIA Q SOIL LOG �' 34" � DATE: DECEMBER 8, 2009 (REF# 12,745) SECTION END CAP NUMBER OF BEDROOMS: 3 BEDROOMS iv o SOIL EVALUATOR: PETER McENTEE (SE#1542) N 16"" HIGH CAPACITY H-20) BIODIFFUSER UNIT SOIL TEXTURAL CLASS: CLASS I p WITNESS: DAVID STANTON-HEALTH AGENT DESIGN PERCOLATION RATE: <2 MIN/IN ' 0 66, 6� Elev. TP- 1 Depth EIeV. TP-2 Depth MODEL 16" HICAP DAILY FLOW: 330 G.P.D. a - 44.5 0" 45.5 0" FILL FILL LENGTH 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT DESIGN FLOW: 330 G.P.D. 43.5 12" 45.5 12 EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY C C DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. GARBAGE GRINDER: NO SIDE WALL HEIGHT 11.2" " LEACHING AREA REQUIRED: (330) = 445.9 S.F. �, Cd 49 4� ), 36" OVERALL HEIGHT 16 4640 TRUEMAN BLVD PERC OVERALL WIDTH 34" .74 9 48" 13.6 CF ® HILLIARD, OHIO 43026 PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 17,4' / PORCH � CAPACITY (101.7 GAL) ADVANCED DRAINAGE SYSTEMS, INC. PROPOSED D-BOX:. 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED G � M-C SAND M-C SAND USE 3 ROWS OF 5-16" (H-20) ADS BIODIFUSER UNITS !�3LAB >20%GRAVEL >20%GRAVEL PROPOSED SEPTIC SYSTEM UPGRADE PLAN WAID STONE AND EXTENED 0.7' W/ CONTOURED WEDGE / ,EXISTING & COBBLES & COBBLES 249 HOLLY POINT ROAD CENTERVILLE, MA BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.70 SF/LF OF UNIT) HOUSE (#249) (BIODIFFUSERS) 15 UNITS x 6.25 LF x 4.70 SF/LF = 440.E SF TOF=45.18 Prepared for: Susan Francis, 249 Holly Point Rd, Centerville, MA 02632 (CONTOURED WEDGE) 3 ROWS x 0.7' x 4.70 SF LF = 9.9 SF (N GI�D) Engineering by: SCALE DRAWN JOB. N0. / 34.5 120" 34.5 120" Engineering Works, Inc. NTS P.T.M. 206-09 TOTAL AREA = 450.5 SF PERC RATE <2 MIN/IN. ("C" HORIZON) 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74(450.5 S.F.) = 333.4 G.P.D. S.A.S.LAYOUT NO GROUNDWATER OBSERVED (508) 477-5313 12/29/09 P.T.M. 2 of 2 I r Benchmark Set UP/ 50/ SLEEVE SEWER FOR 10' EACH 42,75 LEGEND N Rt. car. brick stoop • 42.78 SIDE OF WATER SERVICE -- 98-- EXISTING CONTOUR EL.=45.66 (NGVD) MAC/SET K 100,98 EXISTING SPOT GRADE EXISTING LEACH PlT(approx.) " PROPOSED CONTOUR s 43,03 43,11 O TO BE PUMPED, FILLED WITH 44 Z, / a SAND,AND ABANDONED —W EXISTING WATER SERVICE T."OFF. 42,86 LC Y EXISTING SEPTIC TANK —G EXISTING GAS SERVICE 42,93 (approx.) H.W EXISTING OVERHEAD WIRES s LOCUS 45,94 .3' �I' �44 9 2 84 O� TO BE REMOVED OR PUMPED. TEST PIT \ a rn �0 49 X 2 I EO9e �T BENCHMARK £ " cv 47.39 C /D / D. I °f 4 , Roj�O ilk WETLAND SYMBOL 6 5 w N 43,01' 1 pov i —17 V X 4 3,3 =166 5 of 42.55 Wegvagvet lake /�! P (i 48,36 2 ,.i41 3 1, ,.. : ,�s —47g g2 ' LOCUS MAP " 43, _2 �P 40 NOT TO SCALE 45 vi Pa ed �q ��Ce Ori 4 ,34 E GENERAL NOTES: 44,16`:; :: `._ r/ © LO .38 6 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 47,59 o p ° 1 84 18,4 3f S.F. 8 35,80 BOARD OF HEALTH AND THE DESIGN ENGINEER. T o:T 4`4:.1:6'`' 43,9 ETLAND/FLAG 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS x M p 232 37.52 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE VENT Pa ce/ 70 LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: 36,00 —310 CMR 15.405(1)(a)&(b): X 3C�1• 3722 1) A 4' variance, S.A.S. to property line (side), for a 6' setback. 6, HIV 5 WETLAND/FLAG 2) A 2' variance to the 3' maximum cover requirement, for 5' of 2. �4 61 2 — A ��= max. cover. S.A.S. shall. be H-20 and vented. �i —LOCAL REGULATION Chapter 360, Article 1 — Setback Requirements x 46,4 8 10¢•4 ,48 01� ' 3) A 41' variance, Septic Tank to Wetland, for a 59' setback. PO H 1 rick ,,O 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR to s O TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE G RAB E EXISTING S « p 01D DESIGN ENGINEER. 4,09 LV ��—42 ,�Oc '& 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING L FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN O IEXIS77NG / 4 ac OHO ENGINEER BEFORE CONSTRUCTION CONTINUES. _ i^dN HOUSE (#0249) aQ Vegetated 5. ALL ELEVATIONS BASED ON N.G.V.D. O TOF=45.18 1� Wet/and 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 0 4 85 (NGVD) j 35,90 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF o Deck ETLAND/FLAG HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. Z 3 y 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 4 Qo I B. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. x 4 '4 43,36 Deck 3 x 37,81 ��`��� ��P��� OF MgsS9��G 9. ALL AGREED EAS UPONEBYEOWNOER AONDSTRUCTION SHALL CONTRAACTOR OR AS OTHERWISE E RESTORED AS + '�f o PETER T. J DIRECTED BY THE APPROVING AUTHORITIES. 1 c, r MCENTEE �- 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY j= 40 1 7,02 v CIVIL "' THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING X 43,0 �I�v �6 No. 35109 CONSTRUCTION. x 2 12 �0 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS A90 £6/ T THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND 3 .65S ! \G� R PLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 1� 1FT-HOLLY E LAND/ LAG 6 12. REAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE X 43,46 X 4 1 x 39 8 L Zl/v+ INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND x 40 90 1 40 X 0'29 IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. q 36'06 OWNER OF RECORD PROPOSED SEPTIC SYSTEM UPGRADE PLAN x 4o,8 WET AND/FLAG FRANCIS, KEITH A & SUSAN J 249 HOLLY POINT ROAD, CENTERVILLE, MA J 249 HOLLY POINT 107.42' X 0,57 CENTERVILLE, MA 0263D2 Prepared p for: Susan Francis, 249 Holly g Pre Point Rd, Centerville, MA 02632 EXISTING CESSPOOL(approx.) ¢ N 8755'40" W �� FLOOD ZONE DESIGN61IONS_FROM Engineering by: SCALE DRAWN JOB. No. TO BE PUMPED, FILLED WITH COMMUNITY PANEL NO.250001 0005 C Engineering Works, Inc. 1"-20' P.T.M. 206-09 SAND AND ABANDONED.INTERIOR PLUMBING TO BE REDIREC X 40.05 ;Revised August 19, 1985 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. TED TO EXISTING SEWER AT FRONT. Site lies within Zone C 508 477-5313 12/29/09 P.T.M. 1 of 2 i , t s NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:41.33 FOR A DISTANCE OF 15' AROUND THE (3) 5" DIA.OUTLETS PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. CHARCOAL _ 16" r= 1� r- � F 2 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT INSTALL INSPECTION PORT OVER END UNIT VENT `' ".s• T.O.F. OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE ` G EL: 463(MAX ) O ,. 12" EXISTING F. . . . F.G. EL.=43.5(MIN.) F.G. EL: 44.Ot 15.5" MAINTAIN 2% GRADE (MIN.) OVER S.A.S. 6" r; 8" INSPECTION 2" L = 21' L - 54' L = 6'(MAX) PORT H-10 LOADING ® S=1% (MIN.) ® S=1% (MIN.) ® S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 6" 10"1 6 11.3" TO INVERT D-BOX INV.=41.71 48" LIQUID LEVEL INV.=41.17 PROPOSED INV.=41.00 (3 ROWS OF 5 UNITS AT 6.25'/UNIT) + 0.7' WEDGE 32.0' GAS -1 INV.=40.94 INV.=41.71 PLACE WEDGE BETWEEN 1st & 2nd UNITS � .2M AM SOIL ABSORPTION SYSTEM (PROFILE) PROPOSED SEPTIC TANK ESTABLISH VEGETATIVE COVER -75" -�{ TIE INTO EXISTING 4ACKFILL WITH CLEAN NATIVE OR " C.I.C.1. PIPE PERC SAND TO TOP OF CHAMBERS 1' OUTSIDE HOUSE, INV.=42.35f BREAKOUT=TOP TOP ELEV.=41.33 NOTES: INV. ELEV.=40.94 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BOTTOM ELEV.=40.00- INVERTS, PRIOR TO INSTALLATION. II III IIIII�II _ 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 2, 3' i 76" TRUE TO GRADE ON A MECHANICALLY COMPACTED EFFECTIVE WIDTH=8.5 PROFILE SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN EXISTING SUITABLE 310 CMR 15.221(2).3) INSTALL INLET & OUTLET TEES AS REQUIRED. ESTABLISHED HIGH G.W., EL=34.$0 z MATERIAL4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE C USE 3 ROWS OF 5-16"(H-20) ADS BIODUFUSER UNITS AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. SEPTIC SYSTEM PROFILE WITH NO SEPARATION BETWEEN EACH ROW & NO STONE rN 16" N.T.S. TYPICAL SECTION 11 DESIGN CRITERIA , SOIL LOG (----34" SECTION END CAP N DATE: DECEMBER 8, 2009 (REF# 12,745) NUMBER OF BEDROOMS: 3 BEDROOMS o SOIL EVALUATOR: PETER McENTEE (SE#1542) SOIL TEXTURAL CLASS: CLASS I oN WITNESS: DAVID STANTON-HEALTH AGENT 6"" HIGH CAPACITY (H-20) BIODIFFUSER UNIT DESIGN PERCOLATION RATE: <2 MIN/IN ' 0 b'6, 6� Elev. TP-11 Depth Elev. TP-2 Depth MODEL 16" HICAP 0" DAILY FLOW: 330 G.P.D. CL 44.5 0" 45.5 FILE FILL LENGTH 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT DESIGN FLOW: 330 G.P.D. 43.5 12" 45.5 12 EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY C C DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. GARBAGE GRINDER: NO ,4n i SIDE WALL HEIGHT 11.2" LEACHING AREA REQUIRED: (33 06 i 36" OVERALL HEIGHT 16" 0) 445.9 S.F. 4� 4640 TRUEMAN BLVD 6'• 49•9> > I PERC OVERALL WIDTH 34" .74 48" 13.6 CF ® HILLIARD, OHIO 43026 PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY -17,g' p CAPACITY PROPOSED D-BOX:: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED G ,4 CRCH M-C SAND M-C SAND (101.7 GAL) ADVANCED DRAINAGE sysrEMs, INC. 2.5Y 6/4 2.5Y 6/4 USE 3 ROWS OF 5-16" (H-20) ADS BIODIFUSER UNITS �� >20% GRAVEL >20%GRAVEL PROPOSED SEPTIC SYSTEM UPGRADE PLAN W/NO STONE AND EXTENED 0.7 W/ CONTOURED WEDGE � ,EXIST & COBBLES & COBBLES/NG / 249 HOLLY POINT ROAD, CENTERVILLE MA 249 I (GENERAL USE APPROVAL FOR 4.70 SF LF OF UNIT HOUSE 4 Holly Pin Centerville, MA 02632 BOTTOM AREA: (GENE / ) �# � Prepared for: Susan Francis, 2 9 y Point Rd, Cent , BIODIFFUSERS 15 UNITS x 6.25 LF x 4.70 SF LF = 440.6 SF TOF=45.1$ SCALE DRAWN JOB. NO. (CONTOURED WEDGE) 3 ROWS x 0.7' ( ) / NGVD) Engineering by:x 4.70 SF/LF = 9.9 SF � / 34.5 120" 34.5 120" Engineering Works, Inc. NTS P.T.M. 206-09 TOTAL AREA = 450.5 SF /// PERC RATE <2 MIN/IN. ("C' HORIZON) 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 450.5 S.F. = 333.4 G.P.D. SAS LAYOUT NO GROUNDWATER OBSERVED 12 29 09 ( ) ; (508) 477-5313 / / P.T.M. 2 Of 2 C