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0007 GREAT HILL DRIVE - Health
Great Hill. Road Centerville A = 173 - 078 J I' SMEAI No. 53LOR UPC 12543 smead.com • Made in USA 4tCYCc, �J _2 � y l D w ✓� No. D O 1 o / Iq Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in comp ter: PUBLIC HEALTH 01VISION -TOWN OF B,ARNSTABLE, MASSACHUSETT YeS tI�ILAtiDTY r Misposial 6pstem Construction' Permit � ' � /ZZ/2 Ot V Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components A / Location Address or Lot No. > L Lk ,"- O er's Name,Address,and Tel.No. Assessor's Map/Parcel Cj 5 -3b y . Installer's Name,Address,an e� X �&4/0tr Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder 6) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures. Design Flow(min.required) gpd Design flow provided 11-3? . Plan Date 3 , �(ti ej� � ,T�s Number of sheets Revision Date J-� Title Size of Septic Tank Type of S.A.S. 9/" Description of Soil lr —1 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal sp�"stem t, accordance with the provisions of Title 5 of the Environmental Code and not to place the system in olaq��tion�}mt}a ertificiof Compliance has been issued by this Board of Health. ,'C4� Si ed Date Application Approved by R Date '7 PP Y f U Application Disapproved by Date for the following reasons Permit No. ��I i� ^ I Date Issued ------------------------------ -- - - J tt t rea " `J � s No. , t Fee '.� pTHEXOMMONW A TH; F MASSAC`HUSETTS Entered in jtSe, 3 P 1BLI,C ;EALTH,DIVISION TO �N1�OF BARNSTABLE, MASSACHUSEfiTS �' Yes Y application r Disposal 6pstem CConstri ctior� hermit 0 _ /22/2c),0 Application for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components u Location Address or Lot No, > {�}� �.} �� 2 O er's Name,Address,and Tel.No. yd,�j V Assessor's Map/Parcel .d!77 Installer's Name,Address,an el.No. bt- �r r Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage GrinderjN a) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow min.required) d Design flow provided• g ( q � ) '�,�L� gp g P GgPdtwa�or Plan Date Number of sheets Revision Date n� Title - 4 Size of Septic Tank � � ('.� 1 Type of S.A.S. oc Description of Soil �� - �� M I�G�,ti, hGj1 t, 'l Nature of Repairs or Alterations(Answer when applicable) l000 G Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal•system accordance with the provisions of Title 5 of the Enviromnentaf Code and not to place the systerrk in oper�tion until a ertificateof . ? Compliance has been issued by this Board of Health. t_iS'A�N /��00Si nedDate �' Application Approved by _ u W R Date 7 Application Disapproved by Date for the following reasons ;: Permit No._ Q/��t i Date Issued r� THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS o -t, efl q 1-7/ -49A Certificate of CCompliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(V Repaired(vd Upgraded( :) Abandoned( )by f r1 +. w at (a , �` a - has been constructed in accordance with the provisions of Title 5 and the.for Disposal System Construction Permit No.201Q -/1 y dated r7/ 1(7 Installer ��hpr i F-t l {-/Designer 0� /-y Q,,.R,.,,� 3yv� , #bedrooms Approved design flow _ (2 god The issuance of his T'rmit shall not be construed as a guarantee that the system will nct'on�as designed Date jI( Inspector ----------�--------------------------- ---------------(------------ = No. 20 I o / � Fee�T THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS I; [s�l aipstem Construction Vermit Permission is hereby granted to Construct( Repaira Upgrade ) Aba don( _ System located at�� p d — �� `,.� r I 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:Construction must be completed within three years of the date of this pe ' . �..... yucDate Z Z 01 Q Approved b e e co'. Bayustable B�iG Re l L Thomas i. seileir, Director t P—AR lSTRBLE, z 16 9' � Public Health Division Thomas McKeon, Director 200 Main Street,Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Desiggerr cCer fifientb®n For�n Dntee l 0 Sewage Permitg 7V10 Assessor's MapTar cefl ��3 70 {'!;- gnero b a.e k aZ I[nstauer- Address: ��-, ,. - �� Address- On �-( .2 was issued a permit to install a (date) (installer) septic system at based on a design drawn by (addres ) 1� dated (designer) I 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 Regulations. Plan revision or certified as-built by designer to follow. I"OF 4fq ���ZH OF M,41 . DAANIEL 9cyc DANIRLA.OJALA yG N (Installer's Signature) OJALA No,CIVIL N q No.409 � � ��F95��t3 rFs G'/STE esigrier's Signalare} (Affix Designer's Stamp Here) Y PLEASE FETU P TO BPRfSTABLE i LTLIC BE L H DIVISION. CERTIFI CATE OF COIeV LIA CE, V'UL NOT .FsE ISSUD tJfq L BOTH THIS FORM AND AS-BUILT CARD ARE R ECEFV ED BY THE]BAR NSTABLE PUBLIC HEALTH DMSIOIN. THANK YOU. Q:Health/Septic/Designer Certificatioa Foni 3-26-04.doc TOWN OF BARNSTABLE LOCATION `) GrccLA 14, 11 Rck SEWAGE# VILLAGE CCCJcr u;))c ASSESSOR'S MAP&PARCEL 1-)3 INSTALLER'S NAME&PHONE NO. A E'Xccavm4 io^ Y71-O453 SEPTIC TANK CAPACITY /SOO coca//o n LEACHING FACILITY:(type) -p e d -rl e 1 ed (size) $ 'K 19 NO.OF BEDROOMS �. OWNER 9 r ti PERMIT DATE: COMPLIANCE DATE: ID I 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 any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY AI- & a3' -My k AZ- 30' 3Z ' PT ' C3• SS' p► O A3- S.9 C6w%scr a Jy • SS ' VE T, ,g Box FS- P3 ' s y � Po lc j� P.0q K Saecc GB EXCERPTS FROM THE MINUTES OF THE BOH MEETING 6/16/09: A. Dan Ojala, Down Cape Engineering representing Patricia Hammel- Murphy, owner— 7 Great Hill Road, Centerville,_and -0- Old Stage Road, Marstons Mills (2 adjoining parcels on village lines: Map/Parcel 173-078 and 173-005, 15+ acre parcel (total), four setback variances, new construction of two bedroom. Dan Ojala presented the plan. Upon a motion duly made by Mr. Sawayanagi, seconded by Dr. Miller, the Board voted to approve plan with the following conditions: 1) the plan will be revised to show an effluent filter on the outlet of the tank, 2) the two lots will be combined to one lot prior to a permit being issued, 3) a two-bedroom Deed Restriction will be recorded at the Barnstable County Registry of Deeds, 4) a proper copy of the Deed Restriction be filed with the Public Health Division, 5) a compost or incinerator toilet will be used, and 6) only grey water will be used in the system. (Unanimously, voted in favor.) TRANSMITTAL DATE: 9-16-09 From: Sue Lopez To: Tom McKean RE: 02-336 Barnstable Board of Health 7 Great Hill Road 200 Main Street West Barnstable Hyannis, MA 02601 Method of Delivery: U.S. Mail 1 copy of plan of land combining 2 lots into 1 recorded at the Registry of Deeds 9-15-09. Book 631 Page 61 Comments: Please find the enclosed. Please call our office with any questions. a _ -^ N Cc: DOWN CAPE ENGINEERING, INC. P.Hammel-Murphy 939 MAIN ST, SUITE C Attorney Michael Stusse YARMOUTHPORT, MA 02675 File PHONE: 508-362-4541 FAX: 508-362-9880 E-MAIL: 1 0 Town of Barnstable tME Board of Health 9°"M BCE p 200 Main Street, Hyannis MA 02601 i639• AfFD�,t A Wayne Miller,M.D. Office: 508-862-4644 Junichi Sawayanagi Fax: 508-790-6304 Paul Canniff,D.M.D. Mr. Dan Ojala June 22, 2009 Down Cape Engineering REVISED 939 Main Street Yarmouthport, MA 02675 RE: 7 Great Hill Road, Centerville and -0- Old Stage Rd, Marstons Mills A = 173-078 and 173-005 Dear Mr. Ojala: You are granted four variances on behalf of your client, Patricia Hammel-Murphy, owner, to construct an onsite sewage disposal system on the combined lots of 7 Great Hill Road, Centerville and -0- Old Stage Road, Marstons Mills, Massachusetts. The variances granted are as follows: Section 360-1, Town of Barnstable Code: To install a septic tank 72 feet away from a wetland, in lieu of the minimum 100 feet separation distance required. Section 360-1, Town of Barnstable Code: To install a pump chamber 56.2 feet away from a wetland, in lieu of the minimum 100 feet separation distance required. Section 360-1, Town of Barnstable Code: To construct the primary soil absorption system 72 feet away from a wetland, in lieu of the minimum 100 feet separation distance required. Section 360-1, Town of Barnstable Code: To locate the reserve soil absorption system 72 feet away from a wetland, in lieu of the minimum 100 feet separation distance required. Q:\WPFILES\7 Great Hill Rd WB Jun2009 vandoc -1- • t (1) The two lots noted above will be combined to one lot via an ANR plan prior to a disposal construction permit is issued. (2) No more than two (2) 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. (3) The construction will be a graywater septic system where only graywater will be put into the system, and a compost or incinerator toilet will be used. (4) A revised septic plan will be submitted to show an effluent filter on the outlet of the tank. (5) An impervious liner and retaining wall are proposed around a portion of the leaching facility. (5) 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 two (2) bedrooms maximum. . A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (6) The septic system shall be installed in strict accordance with the revised engineered plans dated June 22, 2009. (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 submitted revised plans dated June 22, 2009. These variances are granted in order to maintain the greatest distance possible to the wetlands and catch basins, with the severe site restrictions including the presence of wetlands, catch basins and the relatively small amount of useable upland size of the parcel. The proposed septic system is designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sin rely yours W yne iller, M.D , . Chairm n Q.:\WPFILES\7 Great Hill Rd WB Jun2009 var:doc -2- � r r DATE: 2—Z •Off r • FEE:ILAIUMAJEIM • r MABB. 1639. Town of Barnstable SCHED. DATE: G'I& Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION r Property Address: -F 1�c— Assessor's Map and Parcel Number: 'T Size of of D!� cJ Wetlands Within 300 Ft. Yes Business Name: Nop Subdivision Name: APPLICANT'S NAME: f A-r2iU to ��rat IA•t>Z�'lu2p+{ Phone Did the owner of the property authorize you to represent him or her?y Yes k No PROPERTY OWNER'S NAME CONTACT PERSON y� �J Name: �A iz_���� A Mr ,�—L ! I'1 E-.2 +l Name: C.� t -1 ft z11 r,c (7L s Address: )OJT 5rit1�(� &e gL.Address: `�3� �� ST —1 o2� ' I Phone: Phone: VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more sp ce needed Ste. / t'1t•At.l.lkW--)-Z pp ,4 G. N tV NATURE OF WORK: House Addition ❑❑❑❑❑❑ House Renovation ❑ Repair of Failed Septi , stem ❑-D d�Ie+�tYcw✓sT�tc t�. Checklist (to be completed by office staff-person receiving variance request application) co Please submit copies in 4 separate completed sets. V r- _ Four(4)copies of the completed variance request form W tit _ 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 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 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 owner/leasee 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 Wayne Miller,Chairman NOT APPROVED Paul J.Canniff,D.M.D. REASON FOR DISAPPROVAL e tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, inc structural design civil engineers &land surveyors Daniel A.Ojala,P.E.,P.L.S. May 22, 2009 Arne H.Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court surveys Andrew R.Garulay,R.L.A. Barnstable Board of Health 200 Main Street site planning Hyannis, MA 02601 sewage system Re: 7 Great Hill Road, West Barnstable designs Dear Board Members: inspections The enclosed represents a variance filing for the construction of a graywater septic system for new construction at the above-referenced site. The system is designed permits based on 2 bedrooms. A separate site plan is also enclosed, to show that a fully compliant Title 5 system can be designed for this site. landscape The following variances are requested under the Barnstable Board of Health architecture regulations for the proposed graywater system: Variances requested under Barnstable Board of Health Regulations: Art I: Section 360-1: Septic tank to be 72' from edge of wetland(28' variance); pump chamber to be 56.2' from edge of wetland (43.8' variance); primary SAS to wetlands, 72' (28' variance); reserve SAS to wetlands, 72' (28' variance). The Conservation Commission approved the wetland lines and site plan showing a proposed garage with apartment, with the condition that the septic system be a graywater system with composting toilet and be designed for no more than 2 bedrooms. Soils were determined not feasible for the subsurface disposal of sewage in the area of the proposed garage/apartment. The owner subsequently acquired the parcel that fronted Great Hill Road and 4 test holes were excavated and perc tested, and passed under Title 5 regulations. The total combined area of both lots (held in the same ownership) is over 15 acres. They are currently being formally combined via an ANR plan. This combined parcel will be used for sheep pasturing, with the caretaker occupying the garage/apartment. Due to severe site constraints to include the presence of wetlands, catch basins and the relatively small amount of useable upland, setback variances are requested in order to maintain the greatest distance possible to the wetlands and catch basins. A graywater leaching facility is proposed at 5' above the adjusted groundwater elevation, and is shown outside of a non-functioning drainage easement. An impervious liner and retaining wall are proposed around a portion of the leaching facility. The 1990's Title 5 study by DeFeo and Waite indicated the greater importance of holding 5' separation to (adjusted) groundwater for effluent treatment than holding the required horizontal setback to the edge of wetlands, which is the situation here. We feel that by granting these variances, the same degree of environmental protection can be attained without the need for strict adherence to the Town of Barnstable Regulations_ Very truly yours, Daniel A.. Ojala, PE, PLS Down Cape Engineering, Inc. cc: Patricia Hammel Murphy 1 .\ tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, idc. structural design civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. Arne H.Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court Andrew R.Garulay,R.L.A. surveys May 21, 2009 Dear Abutter: site planning A public hearing has been scheduled for the Barnstable Board of Health to take action on a request for variances from Town of Barnstable Regulations for the subsurface sewage system designs disposal of sewage for the proposed graywater septic system at 7 Great Hill Road, West Barnstable. The variances requested are as follows: inspections Variances requested under Barnstable Board of Health Regulations: Art I: Section 360-1: Septic tank to be 72' to the edge of wetland (28' variance); pump permits chamber to be 56.2' from edge of wetland (43.8' variance); SAS to be 7Z from edge of wetland (29' variance); reserve to be TV to wetland (29' variance). landscape architecture Said hearing will be held in the Hearing Room, South Street, Hyannis June 9, 2009 at 3:00 pm. Plans and the application describing the proposed activity are on file at the Board of Health office, 200 Main Street,Hyannis. It is recommended to check with the Health Department to confirm date and time if you are interested in attending. Sincerely, Sarah B. Ojala Down Cape Engineering, c. cc: Abutters file Barnstable Board of Health barnboh i May 22, 2009 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Dear Board Members: I hereby give Down Cape Engineering, Inc. permission to represent me in the upcoming public hearing regarding 7 Great Hill Road, West Barnstable. f Patricia Hammel-Murphy 30' 0" garage concrete slab CD 729f SF `V 0 Co r-� 0 _ o Is 22' 0" bath. (-0 Ln 7 6 ' stair living/dining n r;---------------- 14' 8" 4, 0„ 0 723f SF 0 0 kitchen - N N N _ 10' 8" Z�••O 26' 0" FIRST FLOOR PLAN 1,452 sq. ft. SCALE : 1 / 8 * = 1 ' — o GARAGE/APARTMENT PLAN off 508-362-4541 AT I fax 508-362-9880 downcape.com © #7 GREAT HILL ROAD dowo cape ell ineefing, ioc. CENTERVILLE, MA civil engineers PREPARED FOR land surveyors PATRICIA HAMMEL MURPHY 939 Main Street ( R to 6A) YARMOUTHPORT MA 02675 DATE: MAY 22, 2009 DCE #02-336 02-336 ARCH.DWG 29' 2" hay storage loft i� 729f SF N (open to roof above) clst T closet o g' 6" bath. 6' 0" (attic above) Q0 clst bedroom 2 d stair 723t SF 14' 6" closet o o closet 6' 0" N N 6' 0" bedroom 1 00 25' 2" SECOND FLOOR PLAN 1,452 sq. ft. SCALE : 1 / 4 " = 1 ' — 0 GARAGE/APARTMENT PLAN off 508-362-4541 AT I fax 508-362-9880 downcope.com © #7 GREAT HILL ROAD down co.Pe ell gideefiftf iac. CENTERVILLE, MA civil engineers PREPARED FOR land surveyors PATRICIA HAMMEL MURPHY 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 DATE: MAY 22, 2009 DCE #02-336 02-336 ARCH.DWG kbutterReport, Page 1 of J Board of Health Abutter List for Map & Parcel(s): '173078' Arect abutters (no set distance) and the properties located across the street. dotal Count: 9 r Close Map &Parcel Owners 0wner2 Addressi Address 2 Mailing Country Deed CityStateZip 173005 HAMMEL, PATRICIA 181 SCUDDER LANE BARNSTABLE, USA 16302/015 MA 02630 173010 ROYCE,JAMES A& 72 OAK ST W BARNSTABLE, USA 12678/182 BETTINA U MA 02668 173011 DWYER, DANIEL A& 86 OAK ST W BARNSTABLE, 13879/303 DEBRA A MA 02668 EDWARDS, 173015 ELEANOR I& C/O MCCAFFERTY, 64 WELSFORD BROCKTON, MA 23008/99 MARTHA&WILLIAM FRANCIS T STREET 02302 H 173016001 NORDBERG, KAREN 6 HYDE PARK RD CENTERVILLE, USA 11281/132 L MA 02632 173078 HAMMEL, PATRICA 181 SCUDDER LA BARNSTABLE, USA 16361/029 S MA 02630 173079 TRACY, BRADFORD 19 GREAT HILL DR W BARNSTABLE, USA 6219/342 W MA 02668 173084 ELLETSON,JEFFREY 14 GREAT HILL DR W BARNSTABLE, USA 11131/085 E&JENNIFER M MA 02668 BARNSTABLE, HYANNIS, MA 174001001 TOWN OF(CON) 200 MAIN ST 02601 USA 6873/013 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 5/21/2009. ittp://www.town.bamstable.ma.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 5/21/200' kbutterRepo�t. Page 1 of Board of Health Abutter List for Map & Parcel(s): '173005' Arect abutters (no set distance) and the properties located across the street. dotal Count: 12 IN A Close Map &Parcel Ownerl 0wner2 Addressl Address 2 Mailing Country Deed CityStateZip 150096 BARNSTABLE, 200 MAIN ST HYANNIS, MA USA 6873/012 TOWN OF(CON) 02601 151047T00 HUNTER HILL P 0 BOX 822 W BARNSTABLE, 6873/024 RESIDENT ASSOC MA 02668 173003001 BARNSTABLE, CONSERVATION COM 200 MAIN ST HYANNIS, MA USA 4936/339 TOWN OF 02601 173003002 CHRIST CHAPEL INC 45 WHITE CAP W BARNSTABLE, USA 4230/123 LANE MA 02668 173004 CHRIST CHAPEL INC PO BOX 626 CENTERVILLE, USA 10497/099 MA 02632 173005 HAMMEL, PATRICIA 181 SCUDDER BARNSTABLE, USA 16302/015 LANE MA 02630 173007001 NOLAN, ROBERT L 40 OAK ST W BARNSTABLE, USA 16291/248 MA 02668 173007002 NOLAN,JUDITH 40 OAK ST W BARSTABLE, USA 16291/249 MA 02668 173010 ROYCE,JAMES A& 72 OAK ST W BARNSTABLE, USA 12678/182 BETTINA U MA 02668 173011 DWYER, DANIEL A"& 86 OAK ST W BARNSTABLE, 13879/303 DEBRA A MA 02668 173078 HAMMEL, PATRICA 181 SCUDDER LA BARNSTABLE, USA 16361/029 S MA 02630 174001001 BARNSTABLE, 200 MAIN ST HYANNIS, MA USA 6873/013 TOWN OF(CON) 02601 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 5/21/2009. ittp://www.town.bamstable.ma.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 5/21/2001 Town of Barnstable Geographic Information System May 21, 2009 <> CZ, 61 C!b 4�1 ci 0 vo M E Qo lb 17 43 O O no O PIP ba 4� Cal ji�........... ri U 8 It DISCLAIMERS:This map Is for planning purposes only. It Is not adequate for legal Map;173 Parcel:005 Board of Health boundary determination or regulatory Interpretation. Enlargements beyond a scale of Selected Parcel F-1 w+N 7--100'may not meet established map accuracy standards. The parcel lines on this map Abutter List Type-Direct abutters(no set distance)and the properties located are only graphic representations of Assessors tax parcels. They are not true property across the street. Abutters boundaries and do not represent accurate relationships to physical features on the map such as building locations. Buffer Town of Barnstable Geographic Information System J May 21,2009 '--�174001039 17 010W,174 1017� *�+ 174020 174007020 `(� 174035 #35 #110 "#88 ! 174001015 174017 174018 #.139 #150 #63 151085 151086Z —a-L�#70 174001014 #117 #135 174019 q 174007X01 #8B✓ r1#88/7 174001004 174001005 �#1001018 #60 012 31 074038 #0 #126 A#.130' 174001009 #134 -,, 1#74-001006 174001008 #1 1' _ LOER LANE JyIes / 74001011 t 174037, �7`Ff O �- ` 111'-' �t #120 qN RQ 174001007 t 151091 15 088 . 7.::.#;119 O #7 500101�1 74001 01 2�74001013 [174038 #8" 5 i174015 174014 #10 ':�^"�, #65."` �,, s174016 #29 #106 151090 XQ #45 #19 151089174039 :. :. . . .. 'J 174040 1701 1 4 3 74009 #74 #77 #172 1 51047T00 #0 174 012 - ;-. 174041 0 p #65 173091 #62 0 #206 173081 173082J#49 #46 I173089 #180 173080r 173 - 083 173090 #33 #32 1l' ..ii':' '. :;.c. 173085 7 .7 L� :...::....:'... ':...•:: .:.::•:.::•::.::::::::.::..::.,. :::.:..:..::-':_'::;::-:':::.:_.;.•.:..........:..,::....r...,... ..:...... ... .... ....,......... ..:::•:::......:�.:•''':#.1J. ..... .•. . .� 173014003 E i•41730 : f� #201 150096 -... ' ''1 I #'tom 5 73 . E.,...,:::::;. 173007002 : `'::::: ,,.ram 1 301 001 #28 ;_.':?:" :;c:.?, ?:: . r•, r,'• ?* Cs #1514 G173009•a::..r... 173007001 #68 .173:(13:6001i:," .-::i i i:.. 029 #'G:_:;:-:.';:.r' 17 01'S; 173014002 h 173029 #58 o 05 v 173016011 173063 173003001 173003002 173007003 #9�j� 173018002 #42 01340 #40 173016010 #0 #1200 p0 #21 V/ 173004 173006 / rt" #? #10 4 1730160� 173016003 l� a#33 160 5 #50 Lf 173072 150097 -173016007 #77 01320 150098 Q a #49 77 # 016006 #531 45 16004 150010 a #1310l 173018 #49,- a (1 11337 173019 ���#36 , �� 173026 173073 1500091 164 Fee 173002 173001002 �#1O 0 173020 V 10942 �#530"�1 f 16005 #70 �`79 • #1241 7�-'-T' #1205 IF #1124 a /I e DISCLAIMERS:This map Is for planning purposes only. It Is not adequate for legal Map:173 Parcel:078 Board of Health Selected Parcel a iM6 boundary determination or regulatory interpretation. Enlargements beyond a scale of Abutter List Type-Direct abutters(no set distance)and the properties located V=100'may not meet established map accuracy standards. The parcel lines on this map •. are only graphic representations of Assessors tax parcels. They are not true property across the street. Abutters i boundaries and do not represent accurate relationships to physical features on the map such as building locations. Buffer t , A � TRANS. NO.: APPLICANT: ADDRESS: DESIGN FLOW: gpd REVIEWED BY: _. DATE: 7/ N/A OK NO ��"%. t.,;... . �l1_,µ r!t'::�� ,...:,''.,�•�4 t1. �4t. � it.:��Y, �f�.� �}�y ,j+�Jy p / :t:.R ...t�:1,�,'iS+L) `A 3�:7f�'7��5,;.�P.� td•�F`fi16;r�.w�.;.i.��� �� .a-1� �:Ir�,<ifi-tt; Legal boundaries denoted [310 CMR 15.220(4)(a)] Street, Lot, tax parcel number and lot number noted on plan [310 / CMR 15.220(4)(u)] V Locus Provided [310 CMR 15.2204(t)] Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for / components) [310 CMR 15.220(4)] y/ Easements shown [310 CUR 15.220(4)(b)] System located totally on lot served [310 CMR 15.405(1)(a) for * * upgrades]- if not, a variance is required [310 CMR 15.412(4)] Location of impervious surfaces (driveways,parking areas etc.) / [310 CMR 15.220(4)(d)] Location all buildings existing and proposed 310 CMR / 15.220(4)(c)] V Location and dimensions of system components and reserve areas. [310 CUR 15.220(4)(e)] System Calculations [310 CMR 15.220(4)(f)] daily flow septic tank capacity(required and provided) soil absorption system(required and provided) whether system designed for garbage grinder North arrow [310 CMR 15.220(4)(g)] Existing and proposed contours [310 CMR 15.220(4)(g)] Location and log of deep observation holes (existing grade el. on each test) [310 CUR 15.220(4)(h)] Names of soil evaluator and BOH representative [310 CMR 15.220(4)(h) and (i)] Location and date of percolation tests (performed at proper elevation?) [310 CMR 15.220(4)(1)] Percolation test results match loading rate? [310 CMR 15.242] Certification statement by Soil Evaluator [310 CMR 15.220(4)0)] Observed and Adjusted groundwater (method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(n)] _ Address Sheet 1 of 7 N/A OIL NO Location of every water supply, public and private, [310 CMR 15.220(4)(k)] V wi�bin 400 feet of the proposed system location in the case j of surface water supplies and gravel packed public water supply within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case of private water supply wells Location of all surface waters and wetlands located W.220(2)l 100 ft. beyond setbacks listed in 310 CMR 15.211 and anybasins located within 50 ft. [310 CMR 15.220(4)(1)] - Water lines and other subsurface utilities located [3R 15.220(4)(m)] (if water line cross see 310 CMR 15. )[11) Profile of system showing invert elevations of all sy ✓ components and the bottom of the SAS [310 CMR1 (4)(o)] Stamp of designer [310 CMR 15.220(1) and 310 C .220(2)] Stamp of Registered Land Surveyor (required if coion activities within 5 ft. of lot line) [310 CMR 15.220 Test Holes adequate (two >n each of the primary anve unless trenches as permitted in 310 CMR 15.102(2 approved for an upgrade under LUA at 310 CMR 15.405(1)(k)] Test hole adequate to demonstrate four feet of suitable material? [310 CMR 15.103(4)] Test Holes adequate to confirm adequate groundwater separation? [310 CMR 15.103(3)] Benchmark within 50-75' of system [310 CMR 15.220(4)(q)] Materials specifications noted? [various sections of 310 CMR 15.0001 System components not> 36" deep (unless Local Upgrade Approval or LUA requested) [310 CMR 15.405(1(b)] Sheet 2 of 7 Address (f f I N/A OK NO •' r Size OK? [310 CMR 15.223(1)] Inlet tee located ten inches below flow line [310 CMR 15.227(6)] Outlet tee 14" or 14" + 5" per foot for increase ft depth [310 CNIR 15.227(6)] Outlet tee with gas baffle or approved filter [310 CMR 15.227(4)] Note regarding installation on stable compacted base [310 CMR 15.228(1)] Separation between inlet and outlet tees (no less than liquid depth) [310 CMR 15.227(2)] Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for , upgrades under LUA [310 CNIR 15.405(1)(k)] Minunum cover 9" (Tanks buried more than 9" must have risers on all openings and on the d-box) [310 CMR 15.2228(1) and 310 CMR 15.232(3)(f)] Three access covers (inlet and outlet must be 20" or greater) - middle access at least 8" (by 7/07) [310 CMR 15.228(2)] S Access to within 6 " of grade - one port for systems<1000gpd, two for systems >1000 gpd [310 CNIR 15.228(2)] CAII All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] > 10 ft from building foundation [310 CMR. 15.211 M1 Buoyancy calculation Required/Done [310 CMR 15.221(8)] H-20 Where appropriate? [310 CNIR 15.226(3)] Setbacks fiom resources [310 CNIR 15.211] ....�;;y...F:gt,. ,•ShS:fYtiiaM°,tr?n.'6iiWfYY` \Y{t'V•,`..?l2 i '�; 1 y� ,�{1'd'."�'61.1 M111�1 �>OflBlp afl trne�atanks. Required when other than single-family dwelling or flow>1000 gpd [310 CMR 15.223(1)(b)] First compartment 200% daily flow; Second compartment 100% daily flow [310 CMR 15.224(2) and(3)] "U" pipe through or over baffle, outlet of each compartment with gas baffle or approved filter [310 CMR 15.224(4)] Address Sheet 3 of 7 N/A� OK NO rLocated at least ten feet from any water line? MM[310 C5 222(2)] Disposal piping at least 18" below water line(when water and sewer cross, see 310 CMR 15.211(1)[11) t/ Cleanouts required/provided? [310 CMR 15.222(8)] Thrust blocks specified in force mains? 310 CMR 15.221(6)(c)] Slope of sewer line not less than 0.01 (1/8"/$) 0.02 preferable [310 CMR 15.222(6)] Proper pitch on all runs? (.005 within gravity-distributed trenches / and beds) [310 CMR 15.251(9) and 310 CMM 15.252(2)(c)] V Siphon problem/ (leachfield below pump chamber) Endcaps or vent manifold specified? Size and orientation of discharge holes specified? (not smaller than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 CMM 15.252(2)(h)] Materials specified (310 CMM 15.251(5) specifies various pipe types allowed) rRA Stable compactedbase [310 CMR 15221(2) and 310 CMR 15.232(2)(a)] Splash plate or baffle tee required on inlet/provided? (when pressure sewer to d-box or steep pitch of gravity sewer) [310 CMR 15.323(3)(a)] VIns�ide f deeper than 9" [310 CMM 15.232(3)(f)] minimum dimension 12" [310 CMR 15.232(2)(b)] um sump 6" [310 CMR15.232(3)(e)] aeight cover if<2000gpd); waterproof manhole if>2000gpd [310 CMR 15232(3)(d)] Capacity(emergency storage above working--design flow)? [310 CMM 231(2)] Proper setbacks J310 CMR.15.211 (same as septic tanks)] Watertight 20-in minium access manhole at least 20" MUST BE TO GRADE [310 CMR 15.231(5)] Service components accessible (not too deep with piping, discomlects accessible) Alarm floats - alarm on circuit separate from pumps specified? Exceeds two units must�have two pumps operating ill lead-lag � n Y c � I<\ !O\l moue. [310 CN M r52�,-(6) and`08)] Stable Compacted Base [310 CMM 15.221(2)] Buoyancy calculations needed ? Provided? [310 CMR 15.221(8)] Sheet 4 of 7 Address i N/A OK NO (�w�),��1���ra.T� ���' .� :j�', ���1 r::� � ..�:• Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(1)] Required separation to groundwater? [310 CMR 15.212)] Aggregate specified as double washed [310 CMR 15.247(2)] 9"� System Venting required/provided? (system under driveway or >36" deep) [310 CMR 15.241] . Inspection ports specified and within 3"final grade? [310 CMR 15.240(13)] Breakout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Guidance Document] Chambers and Gal. in trench configuration supplied with inlet every 20 ft. [310 CMR 15.253(6)] Each structure with one inspection manhole (if>2000 gpd must be to grade) [310 CMR 15.253(2)] Aggregate I'minimum- 4'maximum. [310 CMR 15.253(1)(b)] 2' sidewall credit maximum [310 CMR 15.253(1)(a)] In bed configuration, inlet every 40 sq. ft. [310 CMR 15.253(6)] Width 2' minimum 3'maximum [310 CMR 15.251(1)(b)] 100 feet-maximum length [310 CMR 15.251(1)(a)] Minimum separation 2x effective depth or width whichever greater (3x if reserve between trenches) [310 CMR 25l(1)(d)] Situated along contours [310 CMR 15.251(2)] Breakout OK? [310 CMR 15.211(1)[4] and Guidance Document] minimum 2 distribution lines [310 CMR 15.252(2)(a)] _ Maximum separation between lines 6' [310 CM RI5.252(2)(d)] Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)] Aggregate depth below discharge pipes 6" minimum, 12" maximum. [310 CMR 15.252(2)(g)] Separation between beds 10'minimum. [310 CMR 15.252(2)(f)] Bottom area used in calculations only [310 CMR 15.252(2)(1)] Address Sheet 5 of 7 r N/A OK ISO Pressure Dosed Systein ? ~Provided pump and piping calculations as required [310 CMR 15.220(4)(r)] Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2) and I/A Remedial Use Approvals] If used in gravelless system -make sure jet is directed as not to scour soil interface [Guidance Document] Inspections once per year(systems<2000 gpd) or quarterly (>2000gpd) good to note on plan [310 CMR 15.254(2)(d)] Construction in fill -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255(3)? Impervious barrier and/or retaining wall ? [Guidance Document] Impervious barrier installation must be supervised by designer [310 CNR 15.255(2)(b)] Retaining wall must be designed by Registered Professional Engineer [310 CMR 15.255(2)(a)] Side slope not exceed 3:1 ? [310 MIR 15.255(2)] Breakout requirements met? [310 CMR 15.252(2) and Guidance Document] At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended) [310 CMR 15.255 (2)(e)] Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface ;713fx{r'WdY"' }V::� Sr`lJUii� e to iota ie 44. erpa I 1 1- oV[I J ] Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? Is the technology being properly applied and does it meet all DEP Approval Conditions? Is there a note on the plan regarding the requirement for perpetual maintenance agreement? OA Gn Any alarms involved on separate circuits f i� Did the applicant submit an operation and maintenance manual? Has applicant submitted a copy of a maintenance ! Are the variances listed on the plan? [310 CMR 15.220 (4)(q)] RLS Stamp necessary on plan if a component is within five feet of property line [310 CMR 15.412(4)] New construction or increased flow proposed- [Refer to 310 CMR 15.4141 Address Sheet 6 of 7 N/A OK NO - �, Is the system in a Designated Nitrogen Sensitive Area(Zone II for a public supply well)? [310 CMR 15.214, 310 CNR 15.215 and 310 CM-R 15.216 - also refer to Policy regarding upgrades of such existing systems] ; Is the system proposed on the same lot as served by private well ? [310 CMR 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CNR 15.216(1)] Pumping to septic tank ? [ 310 CMR 15.229] Shared System [310 CNR 15.290] Address Sheet 7 of 7 COMMONWEALTH OF MASSACHUSETTS Rom EXECUTIVE OFFICE OF ENERGY & ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 DEVAL L.PATRICK IAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Governor Commissioner MODIFIED APPROVAL FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: Advanced Drainage Systems, Inc, 4640 Trueman Boulevard Hilliard, OH 43026 Trade name of technology and model: BioDiffuser; 14 inch and 16 inch High Capacity, 11 inch Standard and Bio 2 and Bio 3 BioDiffusers, ARC 36, ARC 36HC, and ARC 50 (hereinafter the "System"). Schematic drawings of each model are attached. Transmittal Number: W000052 Date of Issuance: October 3, 2003, Revised December 17, 2003, Revised June 14, 2006 Revised July 19, 2007, Modified February 14, 2008, Modified July 23, 2008, Modified June 30, 2009, Modified February 18, 2010 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental Protection hereby issues this Certification to: Advanced Drainage Systems, Inc., 4640 Trueman Boulevard, Hilliard, OH 43026 (hereinafter "the Company"), for General Use of the System described herein. Sale and use of the System are conditioned on and subject to compliance by the Company and the System owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. February 18, 2010 Glenn Haas, Acting Assistant Commissioner Date Department of Environmental Protection This information is available in alternate format.Call Donald M.Gomes,ADA Coordinator at 617-556-1057.TDD#1-866-539-7622 or 1-617-574-6868. MassDEP on the World Wide Web: http://www.mass.gov/dep Printed on Recycled Paper i-r, BioDiffuser-Advanced Drainage Systems Modified Approval for General Use Page 2 of 7 I. Purpose 1. The purpose of this Certification is to allow use of the System in Massachusetts, on a General Use basis. 2. With the necessary permits and approvals required by 310 CMR 15.000, this Certification authorizes the use of the System in Massachusetts. 3. The System may be installed on all facilities where a system in compliance with 310 CMR 15.000 exists on site or could be built and for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the local approving authority, or by DEP if DEP approval is required by 310 CMR 15.000. II. Design Standards 1. The models listed in Table 1 are covered under this Certification. Table 1. Chamber Dimensions Dimensions Invert Model W x L x H Height Inches Inches I I" Standard BioDiffuser 34 x 76 x 11 6.5 ARC36 34.5x60x13 7.13 14"High Capacity BioDiffuser 34 x 76 x 14 9 16"High Capacity BioDiffuser 34 x 75 x 16 11.3 ARC 36HC 34.5 x 60 x 16 10.75 ARC 50 51.5 x 42.75 x 30 22.25 Bio 2 BioDiffuser 15 x 87 x 12 6.87 Bio 3 BioDiffuser 22 x 87 x 12 5.87 1. Only Systems installed with this invert height shall be allowed to use the effective Leaching area associated with this model Table 2 2. The System is an open-bottom leaching unit molded from high density, high molecular weight polyethylene (HDPE) Type III, Class A or B, Category 1 or 3 or Polypropylene Group 03, Class 3, Grade 0. It can be installed without aggregate or distribution pipe as an absorption trench in accordance with the requirements in 310 CMR 15.251 or as a bed or field in accordance with the requirements in 310 CMR 15.252. 3. The use of aggregate as specified in 310 CMR 15.247 is not necessary with the System when installed as a trench, bed or field. When designed with aggregate in BioDiffuser-Advanced Drainage Systems Modified Approval for General Use Page 3 of 7 accordance with 310 CMR 15.253, the System shall be designed in accordance with Section II item 10. 4. The minimum separation between any two trenches shall be as specified in 310 CMR 15.251. 5. The requirement that the Chamber installed in trench configuration as specified in 310 CMR 15.253(6) be provided with inlets at intervals not to exceed 20 feet is not applicable to the System. In accordance with 310 CMR 15.240 (13) a minimum of one inspection inlet shall be installed per system. The inlet shall be capped with a screw type cap and accessible to within three inches of finish grade. 6. The total effective leaching area for any Chamber Model shall be calculated by multiplying the Effective Leaching Area per square foot of chamber times the total length of chamber from Side Port Coupler to Side Port Coupler including Side Port Coupler. 7. For new construction, the applicant can size the System in a trench configuration without aggregate, using the effective leaching areas presented in Table 2. No System shall be designed and constructed with a soil absorption system area of less than 400 square feet of effective area. Table 2. Effective Leaching Area for New Construction And Remedial Sites Effective Effective Model Leaching2 Leaching Area Area SF/LF SF/LF 11" Standard BioDiffuser 6.5 NA ARC 36 6.8 NA 14"High Capacity BioDiffuser 7.2 NA 16"High Capacity BioDiffuser 7.9 NA ARC 36HC 7.8 NA ARC 50 NA 6.71 Bio 2 BioDiffuser 4.0 NA Bio 3 BioDiffuser 5.0 NA 2. Effective leaching area is equal to 1.67 (bottom width+(2x invert height)) 3. Effective leaching area is equal to 1.0 (bottom width+(2x invert height)) 4. The maximum trench width allowed for calculation of effective leaching area is 3 feet. 8. Systems installed on remedial sites shall be allowed to utilize the effective leaching areas presented in Table 2. above or additional reductions in soil absorption leaching area approved by the approving authority in accordance with 310 CMR 15.284. In no BioDiffuser-Advanced Drainage Systems Modified Approval for General Use Page 4 of 7 instance shall the reduction in the soil absorption system required in 310 CMR 15.242 exceed the maximum reduction allowed for alternative systems approved in accordance with 310 CMR 15.284. 9. In accordance with 310 CMR 15.240 (6) absorption trenches should be used whenever possible. When the System is installed for new construction without aggregate in a bed or field configuration, as defined in 310 CMR 15.252, the System shall be designed using the effective leaching area for the bottom width presented in Table 3. No system shall be designed and constructed with a leaching area of less than 400 square feet of effective area. Table 3 Effective Leaching Area for Bed or Field Configuration Effective Model Leaching Area SF/LF 11" Standard Biodiffuser 4.7 ARC 36 4.8 14"High Capacity BioDiffuser 4.7 16"High Capacity BioDiffuser 4.7 ARC 36HC 4.8 ARC 50 7.2 Bio 2 BioDiffuser 2.1 Bio 3 BioDiffuser 3.1 5. Effective Leaching area is equal to 1.67 times bottom width only. 10. The System, when installed in a bed or field configuration without aggregate on remedial sites, shall utilize the effective leaching areas presented in Table 3 above or additional reductions in soil absorption system area approved by the approving authority in accordance with 310 CMR 15.284. In no instance shall the reduction in the soil absorption system area required in 310 CMR 15.242 exceed the maximum reduction allowed for alternative systems approved in accordance with 310 CMR 15.284. 11. The System, when installed as specified in 310 CMR 15.253: Pits, Galleries, or Chambers, shall have an aggregate base and/or be surrounded by aggregate and shall be sized as specified in 310 CMR 15.253 (1) (a) and (b), effective leaching area is equal to 1.0 times a conventional aggregate system. Effective depth can be increased to two feet with the corresponding addition of up to 17.5 inches of base aggregate for the 11 inch Standard BioDiffuser to up to 12.7 inches for the 16 inch High Capacity BioDiffuser. Bottom width can be increased by two to eight SF/LF with the corresponding addition of one to four feet of aggregate per side. BioDiffuser-Advanced Drainage Systems Modified Approval for General Use Page 5 of 7 12. When the System is installed as specified in 310 CMR 15.255: Construction in Fill, the finished 15 foot horizontal separation distance, item (2), shall be measured from the from the top of the chamber. III. General Conditions 1. The provisions of 310 CMR 15.000 are applicable to the use of the System, except those that specifically have been varied by the terms of this Certification. 2. The facility served by the System, and the System itself, shall be open to inspection and sampling by the Department and the local approving authority at all reasonable times. 3. In accordance with applicable law, the Department and the local approving authority may require the System owner to cease use of the System and/or to take any other action as it deems necessary to protect public health, safety, welfare or the environment. 4. The Department has not determined that the performance of the System will provide a level of protection to the environment that is at least equivalent to that of a sewer. Accordingly, no new System shall be constructed, and no System shall be upgraded or expanded, if it is feasible to connect the facility to a sanitary sewer, unless allowed pursuant to 310 CMR 15.004. 5. Design, installation and use of the System shall be in strict conformance with the Company's DEP approved plans and specifications and 310 CMR 15.000, subject to this Certification. IV. Conditions Applicable to the System Owner 1. The System is approved for the treatment and disposal of sanitary sewage only. Any wastes that are non-sanitary sewage generated or used at the facility served by the System shall not be introduced into the on-site sewage disposal system and shall be lawfully disposed of. 2. For new construction, the owner initially shall size a soil absorption system in accordance with 310 CMR 15.242 to demonstrate that a conventional Title 5 soil adsorption system using aggregate, including a reserve area, can be installed on the site. The owner may than size the soil absorption system for the System. The total area required for the aggregate system, which may include the area designated for the System, and a reserve area shall be preserved and the owner shall ensure that no permanent structures or other structures are constructed on that area and that the area is not disturbed in any manner that will render it unusable for future installation of a conventional Title 5 soil absorption system. 3. The System owner shall at all times properly operate and maintain the on-site sewage disposal system. • BioDiffuser-Advanced Drainage Systems Modified Approval for General Use Page 6 of 7 4. The System owner shall furnish the Department any information that the Department requests regarding the operation and performance of the System, within 21 days of the date of receipt of that request. 5. No System owner shall authorize or allow the installation of the System other than by a person trained by the Company to install the System. V. Conditions Applicable to the Company 1. By January 31 st of each year, the Company shall submit to the Department a report, signed by a corporate officer, general partner, or Company owner that contains information on the System for the previous calendar year. The report shall state known failures, malfunctions, and corrective actions taken for the System as well as the date and address of each event. 2. The Company shall notify the Department's Director of Watershed Permitting at least 30 days in advance of any proposed transfer of ownership of the technology for which this Certification is issued. , Said notification shall include the name and address of the proposed new owner and a written agreement between the existing and proposed new owner containing a specific date for transfer of ownership, responsibility, coverage and liability between them. All provisions of this Certification applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 3. The Company shall furnish the Department any information that the Department requests regarding the System, within 21 days of the date of receipt of that request. 4. Prior to any sale of the System, the Company shall provide the purchaser with a copy of this Certification. In any contract for distribution or sale of the System, the Company shall require the distributor or seller to provide the purchaser of the System, prior to any sale of the System,with a copy of this Certification. 5. The Company shall prepare and provide the Department an installation manual specifically detailing procedures for installation of its System. The Company shall institute and maintain a training program in the proper installation of its System in accordance with the manual and provide a training course at least annually for prospective installers. The Company shall certify that installers have passed the Company's training qualifications, maintain a list of certified installers, submit a copy to the Department, and update the list annually. Updated lists shall be forwarded to the Department. 6. The Company shall not sell the System to installers unless they are trained to install these Systems by the Company. VI. Conditions Applicable to Installers of the System BioDiffuser-Advanced Drainage Systems Modified Approval for General Use Page 7 of 7 1. Each Installer shall install the System in accordance with Company training on the installation of the System and the conditions of this Certification. 2. No Installer shall install the System unless the Installer has been trained by the Company on installation of the System. VII. Reporting 1. All submittals of notices and documents to the Department required by this Certification shall be submitted to: Director Wastewater Management Program Department of Environmental Protection One Winter Street - 5th floor Boston, Massachusetts 02108 VIII. Rights of the Department 1. The Department may suspend, modify or revoke this Certification for cause, including, but not limited to, non-compliance with the terms of this Certification, non-payment of an annual compliance assurance fee, for obtaining the Certification by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Certification, or as necessary for the protection of public health, safety, welfare or the environment, and as authorized by applicable law. The Department reserves its rights to take any enforcement action authorized by law with respect to this Certification, the System, the owner, or operator of the System and the Company. COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY & ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 DEVAL L.PATRICK IAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Governor Commissioner MODIFIED CERTIFICATION FOR GENERAL USE Pursuant to Title 5, 310 CMR 15.000 Name and Address of Applicant: CULTEC, Inc. P.O. Box 280 878 Federal Road Brookfield, CT 06804 Trade name of technology and model: CULTEC Chamber models: Field Drain Contactors C4; Contactor EZ-24, 100, and 125; and Recharger 180, 280, and 330XL(hereinafter the "System"). Schematic drawings of each model are attached and made a part of this Certification. Transmittal Number: W037676 Date of Issuance: December 17, 2003, revised April 18, 2006, revised July 24, 2006, July 19, 2007,November 2, 2007, August 29, 2008, Modified February 22, 2010 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental Protection hereby issues this Certification to: CULTEC, Inc., P.O. Box 280, 878 Federal Road, Brookfield, CT 06804 (hereinafter"the Company"), for General Use of the System described herein. Sale and use of the System are conditioned on and subject to compliance by the Company and the System owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. February 22, 2010 Glenn Haas, Acting Assistant Commissioner Date Bureau of Resource Protection. 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 World Wide Web: http://www.mass.gov/dep 0 Printed on Recycled Paper iCULTEC Modified Certification for General Use Page 2 of 7 I. Purpose 1. The purpose of this Certification is to allow use of the System in Massachusetts, on a General Use basis. 2. With the necessary permits and approvals required by 310 CMR' 15.000, this Certification authorizes the use of the System in Massachusetts. 3. The System may be installed on all facilities where a system in compliance with 310 CMR 15.000 exists on site or could be built and for which a site evaluation in compliance with 310 CMR 15.000 has been approved by the local approving authority, or by DEP if DEP approval is required by 310 CMR 15.000. II. Design Standards 1. The models listed in Table 1 are covered under this Certification. Table 1. Chamber Dimensions Dimensions Invert Model" W x L x H Height Inches Inches Field Drain Contactor C4 48 x 96* x 8.5 3 Contactor EZ-24 16 x 96* x 12.5 6 Contactor 100 36 x 89* x 12.5 6 Contactor 125 30 x 75* x 18 12 Recharger 180 36 x 76* x 20.5 14 Recharger 280 47 x 84* x26.5 20.5 Recharger 330XL 52 84* x 30.5 24 *Denotes Cultec chamber installed length 2. The System is an open-bottom leaching unit molded from high density, high molecular weight polyethylene (HDPE) with a 3.5 to 4.5 ounce non-woven geosynthetic filter fabric cover (CULTEC No. 410TM). It can be installed without aggregate or distribution pipe as an absorption trench in accordance with the requirements in 310 CMR 15.251 or as a bed or field in accordance with the requirements in 310 CMR 15.252. 3. The use of aggregate as specified in 310 CMR 15.247 is not necessary with the System when installed as a trench, bed or field. When designed with aggregate in accordance with 310 CMR 15.253, the System shall be designed in accordance with Section H item 10. * All models also include a Heavy Duty(HD)model for H2O loading. "CULTEC Modified Certification for General Use Page 3 of 7 4. The minimum separation between any two trenches shall be as specified in 310 CMR 15.251. 5. The requirement that the Chamber installed in trench configuration as specified in 310 CMR 15.253(6) be provided with inlets at intervals not to exceed 20 feet is not applicable to the System. In accordance with 310 CMR 15.240 (13) a minimum of one inspection inlet shall be installed per system. The inlet shall be capped with a screw type cap and accessible to within three inches of finish grade. 6. For new construction, the applicant can size the System in a trench configuration without aggregate, using the effective leaching areas presented in Table 2. No System shall be designed and constructed with a soil absorption system area of less than 400 square feet of effective area. Table 2. Effective Leaching Area for Trench Configuration for New Construction And Remedial Sites' Effective Effective Model Leaching Leaching Area Area SF/LF SF/LF Field Drain Contactor C4 NA 3.54 Contactor EZ-24 3.9 NA Contactor 100 6.7 NA Contactor 125 7.5 NA Recharger 180 8.9 NA Recharger 280 NA 6.44 Recharger 330XL NA 74 1. Effective April 21, 2006, 310 CMR 15.251(1)(b)maximum trench width is 3 feet. 2. Effective leaching area is equal to 1.67 (bottom width+(2x invert height)) for Systems 3 feet or less in width. 3. Effective leaching area is equal to 1.00 (3 +(2x invert height)) for Systems with a width greater then 3 feet. 4. The maximum trench width allowed to calculate effective leaching area is 3 feet. 7. Systems installed on remedial sites shall be allowed to utilize the effective leaching areas presented in Table 2 above or additional reductions in soil absorption leaching area approved by the approving authority in accordance with 310 CMR 15.284. In no instance shall the reduction in the soil absorption system required in 310 CMR 15.242 exceed the maximum reduction allowed for alternative systems approved in accordance with 310 CMR 15.284. ''CULTEC Modified Certification for General Use Page 4 of 7 8. In accordance with 310 CMR 15.240 (6) absorption trenches should be used whenever possible. When the System is installed for new construction without aggregate in a bed or field configuration, as defined in 310 CMR 15.252, the System shall be designed using the effective leaching area for the bottom width presented in Table 3 No system shall be designed and constructed with a leaching area of less than 400 square feet of effective area. Table 3:. Effective Leaching Area for Bed or Field Configuration Effective Model Leachingl Area SF/LF Field Drain Contactor C4 6.7 Contactor EZ-24 2.2 Contactor 100 5.0 Contactor 125 4.2 Recharger 180 5.0 Recharger 280 6.5 Recharger 330 7.2 1. Effective Leaching area is equal to 1.67 times bottom width only. 9. The System, when installed in a bed or field configuration without aggregate on remedial sites, shall utilize the effective leaching areas presented in Table 3 above or additional reductions in soil absorption system area approved by the approving authority in accordance with 310 CMR 15.284. In no instance shall the reduction in the soil absorption system area required in 310 CMR 15.242 exceed the maximum reduction allowed for alternative systems approved in accordance with 310 CMR 15.284. 10. The System, when installed as specified in 310 CMR 15.253: Pits, Galleries, or Chambers, shall have an aggregate base and/or be surrounded by aggregate and shall be sized as specified in 310 CMR 15.253 (1) (a) and (b), effective leaching area is equal to 1.0 times a conventional aggregate system. Effective depth can be increased up to two feet with the corresponding addition of up to 21 inches of base aggregate for the Field Drain Contactors, up to 18 inches with the Contactor 100, up to 12 inches for the Contactor 125, up to 8 inches with the Recharger 180, and up to 3.5 inches with the Recharger 280. No additional aggregate base is required for the Recharger 330. Bottom width can be increased by two to eight SF/LF with the corresponding addition of one to four feet of aggregate per side. i 'CULTEC Modified Certification for General Use Page 5 of 7 11. When the System is installed as specified in 310 CMR 15.255: Construction in Fill, the finished 15 foot horizontal separation distance, item (2), shall be measured from the top of the chamber. III. General Conditions 1. The provisions of 310 CMR 15.000 are applicable to the use of the System, except those that specifically have been varied by the terms of this Certification. 2. The facility served by the System, and the System itself, shall be open to inspection and sampling by the Department and the local approving authority at all reasonable times. 3. In accordance with applicable law, the Department and the local approving authority may require the owner of the System to cease use of the System and/or to take any other action as it deems necessary to protect public health, safety, welfare or the environment. 4. The Department has not determined that the performance of the System will provide a level of protection to the environment that is at least equivalent to that of a sewer. Accordingly, no new System shall be constructed, and no System shall be upgraded or expanded, if it is feasible to connect the facility to a sanitary sewer, unless allowed pursuant to 310 CMR 15.004. 5. Design, installation and use of the System shall be in strict conformance with the Company's DEP approved plans and specifications and 310 CMR 15.000, subject to this Certification. IV. Conditions Applicable to the System Owner 1. The System is approved for the treatment and disposal of sanitary sewage only. Any wastes that are non-sanitary sewage generated or used at the facility served by the System shall not be introduced into the on-site sewage disposal system and shall be lawfully disposed of. 2. For new construction, the owner initially shall size a soil absorption system in accordance with 310 CMR 15.242 to demonstrate that a conventional Title 5 soil adsorption system using aggregate, including a reserve area, can be installed on the site. The owner may than size the soil absorption system for the System. The total area required for the aggregate system, which may include the area designated for the System, and a reserve area shall be preserved and the owner shall ensure that no permanent structures or other structures are constructed on that area and that the area is not disturbed in any manner that will render it unusable for future installation of a conventional Title 5 soil absorption system. 3. The owner of the System shall at all times properly operate and maintain the on- site sewage disposal system. '4CULTEC Modified Certification for General Use Page 6 of 7 4. The owner shall furnish the Department any information that the Department requests regarding the operation and performance of the System, within 21 days of the date of receipt of that request. 5. No owner shall authorize or allow the installation of the System other than by a person trained by the Company to install the System. V. Conditions Applicable to the Company 1. By January 31 st of each year, the Company shall submit to the Department a report, signed by a corporate officer, general partner, or Company owner that contains information on the System for the previous calendar year. The report shall state known failures, malfunctions, and corrective actions taken for the System as well as the date and address of each event. 2. The Company shall notify the Department's Director of Watershed Permitting at least 30 days in advance of any proposed transfer of ownership of the technology for which this Certification is issued. Said notification shall include the name and address of the proposed new owner and a written agreement between the existing and proposed new owner containing a specific date for transfer of ownership, responsibility, coverage and liability between them. All provisions of this Certification applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 3. The Company shall furnish the Department any information that the Department requests regarding the System, within 21 days of the date of receipt of that request. 4. Prior to any sale of the System, the Company shall provide the purchaser with a copy of this Certification. In any contract for distribution or sale of the System, the Company shall require the distributor or seller to provide the purchaser of the System,prior to any sale of the System, with a copy of this Certification. 5. The Company shall prepare and provide the Department with an installation manual specifically detailing procedures for installation of its System. The Company shall institute and maintain a training program in the proper installation of its System in accordance with the manual and provide a training course at least annually for prospective installers. The Company shall certify that installers have passed the Company's training qualifications, maintain a list of certified installers, submit a copy to the Department, and update the list annually. Updated lists shall be forwarded to the Department. 6. The Company shall not sell the System to installers unless they are trained to install these Systems by the Company. 'CULTEC Modified Certification for General Use Page 7 of 7 VI. Conditions Applicable to Installers of the System 1. Each Installer shall install the System in accordance with Company training on the installation of the System and the conditions of this Certification. 2. No Installer shall install the System unless the Installer has been trained by the Company on installation of the System. VII. Reporting 1. All submittals of notices and documents to the Department required by this Certification shall be submitted to: Director Wastewater Management Program Department of Environmental Protection One Winter Street - 5th floor Boston, Massachusetts 02108 VIII. Rights of the Department 1. The Department may suspend, modify or revoke this Certification for cause, including, but not limited to, non-compliance with the terms of this Certification, non-payment of an annual compliance assurance fee, for obtaining the Certification by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Certification, or as necessary for the protection of public health, safety, welfare or the environment, and as authorized by applicable law. The Department reserves its rights to take any enforcement action authorized by law with respect to this Certification, the System, the owner, or operator of the System and the Company. Town of Barnstable P# 1 Department of Regulatory Services VARNSTABLK a Public Health Division Date 200 Main Street,Hyannis MA 02601 Time Tee Pd. �Do DD Date Scheduled " Soil uitability Assessment for Sewage Disposal Performed By: Witnessed By: LOCATION& GENERAL INFORMATION Location Address ""7 n�e�� /_., '`� ✓n Owner's Name / lJ / l � r' e - 6 Address _ ;fib, &rAA Assessor's Map/Parcel: /73 ? 1} Engineer's Name 0 vJ NEW CONSTRUCTION REPAIR Telephone# C�U4' U b Land Use /" 4�� 'Slopes(9'0) J Surface Stones Distances from: Open Water Eod�l V `� Ct t Possible Wet Area �Vy ft Drinking Watter�gW..eelll N'/ ft Drainage Way —ft Properly Line ...ft Other C y y n SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands?n proximity to holes) LO C0 �lam) /�� cc O M 1` _ I i RES iO •ZL I 3 n Lwn 64 1 / 50 OFF BVW �* �• a0. 1 LO o a it '10 r °°cli i I -N .g o Cq 00 1 n to d 1 a a N O PaePmt material(gentogic) VL� �_4 £ Depth to Bedroclt �� _'____. / V Depth to Groundwater. Standing Water in Hole: O Weeping from Pit Face — t 3 ¢� Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: 1fr4e Depth ObereJ standing in obs.hole: _In, Depth to soli mottlNs: Depth to weeping from side of ob .hole: Oroundwu�tCrcgAtlJu5tMent Ct. Index Well#$QW' Reading Date: 2 0 Index Well level F I Adl.fletor!Z �-,a- Adj.Croundwater Level -� 2JZ PERCOLATION TEST Date% L` U Time .Observation ( 3Tintt al h" ` � •� � Hole# Depth of Pere Time at G' �4-, Staff Pre-soak Time @ End Pre-soak .�N�n tN Rate Min./Inch --� I Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(YIN) 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 tile. Barnstable Conservation Division at least one (1) week prior to beginning. Q:\S EPTIC\PERCFORM-DOC DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Ilorizon Soil Texture Soil Color Soil Other. Surface(in.) (USDA) (Munsell) Mottlin g (Structure,Stones;Boulders. o i ten ravel 02- DEEP OBSERVATION HOLE LOG Hole Al Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) (USDA) Other (Munsell) Mottling (Structure,Stones,Boulders. Co s' e c %Gravel C� DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) (USDA) Other (Munsell) Mottling (Structure,Stones,Boulders. C n i ter a Gravel) r� Z 3y de C ( 'Zo DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) (USDA) (her (Munsell) Mottling (Structure,Stones;Boulders. Flood Insurance Rate Map.• Above 500 year flood boundary No yes X Within 500 year boundary No 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 throughout the area proposed for the soil absorption system? If not, what is the depth of naturally occurring pe vious material? Certification I certify that on Z (date)I have passed the soil evaluator examination approved by the Department of Envir nmental Protection and that the above analysis was performed by me consistent with . the required training, ertise and er' nee described in�10 C11IR 15.017. Signature Date Q Q:\SEPTICu'ERCFORM.DOC 1 •-'%�? CX)- Town of Barnstable r# Department of Regulatory Services Public Health Division Date BARNBTABIA I t1 iHAS& `e 200 Main Street,Hyannis MA 02601 I Tune tee Pd. F Date Scheduled �• c ► `�� ( Soil uitability Assessment for Sewage Disposal Performed By: Witnessed By: LOCATION& GENERAL INFORMATION Location Address "7 ����� ve Owner's Name /- r 6 b . Address Assessor's Map/Parcel: !7 Engineer's Name NEW CONSTRUCTION REPAIR Telephone# C`7Oe Land Use ltCd A,"' RUB '„opes(%) ©� Surface Stones Distances from: Open Water Body It Possible Wet Area JO It Drinking Water �gWell N ft Drainage Way 1(9 ._ft Property Line f)fl Other ( v R SKETCH:(Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands?n proximity to holes) N O t0 N O\� UD PO c0 tD / // • 8.` OQ co �Q jS� • CD L Ln P '[ a rn `n c I ; o Res .ZL al 64 p N I / ol 50' OFF BVW �* LO cO / uo 10 o ,.j N L a 1 100� j/ ao i O �I NcN p� ty `O O M1i0 It id x g 0 o 10i Q o ao CO Q o fo i I It,,� Parent material(geologic) , A" Y✓c W i" Ni Depth to Bedrock �I Depth to Groundwater: Standing Water in Hole: 62 Weeping from Pit Fuce 1 Estimated Seasonal High Groundwater 3 ¢� DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Pe?'"Otri to 4114 Depth Observe standing in obs.hole: in. Depth to soil mottles: In. Depth to weeping from side of MY .hole: _ E ©roundwater Adjustment _ ft. Index Well n5� Reading Date: L 2 0 Index Well level l l . Adl,ftletor5.,_.. Adj.drdun(lwater Level. PERCOLATION TEST Dille/ t' Thne_� .Observation Hole N 7 - Tinte at 9„ 2 Depth of Perc Thne At 6" r /'' Stan Pre-soak Time @ Time ff'-V) N End Pre-soak Rate Min./Inch --K t Site Suitability Assessment: Site Passed Site•Failed: Additional Testing Needed(YIN) 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:\S EP'I'IC\PERCFORM.DOC a DEEP.OBSERVATION HOLE LOG , Hole# Depth from Soil Horizon Soil Texture Soil Color Soil• Other Surface(in.) (USDA) (Munsell) Monling (Structure,Slones;Boulders. o i ten ravel 02 Cs - DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) (USDA) Other (Munsell) Mottling (Structure,Stones,Boulders. Cons' a %Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Surface(in.) Soil Color Soil Other (USDA) (Munsell) Mottling (Structure,Stones,Boulders. 0— Con i to Gravel) 3 52 C sZ — 0 5 E77Z DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Sol]Surface(in.) Cher (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Do t ncy,c Flood Insurance Rate Map.• Above 500 year flood boundary No__ Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth of Naturally Occurrine 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? If not, what is the depth of naturally occurring pe vd material? Certification I certify that on t /K .o Z (date)I have passed the soil evaluator examination approved by the Department of Envir nmental Protection and that the above analysis was performed by me consistent with . the required training, ertise and er nce described in 10 CMR 15.017. Signature �. Date Q:%SEPTICU'ERCFORM.DOC Sk 16361 P929 IV13417 42-06-2003 a1 43-22P QUITCLAIM DEED N We, MELVIN K. REED and VIRGINIA M. REED, TRUSTEES OF THE REED REAL ESTATE TRUST, under a Declaration of Trust dated November 23, 1999 and recorded on c December 7, 1999 at the Barnstable County Registry of Deeds in Book 12709,Page 24,of 159 Donegal Circle,Barnstable(Centerville),Barnstable County,Massachusetts 02632 for consideration of ONE HUNDRED TEN THOUSAND AND 00/100 ($110,000.00) a DOLLARS paid,grant to PATRICIA S.HAMMEL,of 181 Scudder Lane,Barnstable(Barnstable),Barnstable County, Massachusetts 02630 with QUITCLAIM COVENANTS, the land in Barnstable (Centerville), Barnstable County, P4 Massachusetts,more particularly described as follows: .F4 LOT 1 as shown on a plan of land in Centerville, Barnstable, Massachusetts for Greenbrier 4J Development Corp.,drawn by JDD and checked by RGE,dated March 21, 1984 and revised May 11, 1984 and May 22, 1984,Scale 1"=40',Eldredge Engineering Co.,Inc.,Reg.Civil Engineers v &Surveyors,712 Main Street,Hyannis,Mass.,said plan being known as Oak Brook Farms and a� recorded in the Barnstable County Registry of Deeds in Plan Book 383,Pages 39-41. y ANo portion of the fee in the way abutting the premises is included in this conveyance. Subject to and together with the benefit of all easements,rights,reservations and restrictions of record, insofar as the same are now in force and applicable. We,Melvin K.Reed and Virginia M.Reed,certify that we are the sole Trustees of the Reed Real N Estate Trust,and we have been authorized by all the beneficiaries to sign, seal and to deliver to Patricia S.Hammel a deed relative to the real estate described in said deed for the consideration stated herein. We also certify that the Trust is in full force and effect and has not been altered, amended,rescinded or revoked in any manner other than amendments recorded in the Barnstable County Registry of Deeds prior to the date of this certificate. ar For title,see deed recorded with the Barnstable County Registry of Deeds in Book 12709,Page co 27. N WITNESS our hands and seals this day of February,2003. v a MELVIN K. REED • `pia i. T� z, VIRGI IA M.REED Bk 16361 P930 413417 COMMONWEALTH OF MASSACHUSETTS Barnstable,ss. Febivary 4�,2003 Then personally appeared the above-named Melvin K. Reed and Virginia M.Reed,Trustees as aforesaid and acknowledged the foregoing instrument to be their free act and deed,before me /9 '�t, I 1 -.GC�'� Notary Public i'!g..-f< 11 i3 a 4 My commission expires: ( � fi � 2 7S rM i oma i W a M Ix-1 uti uzi i I K MAN D cWrl � a i rry � . 1 Ln to 0 U! N #0 Cv I M t7 O 1 ry�[.' ►-+ � O O Q I � Ox1 1 o W ►+ b p 6 0 C I 1 Y�`{,{i 1Y GARNSTABLE REGISTRY OF DEEDS BARNS� TRY OF E®$ A TRUE COPY,ATTEST _jOHN F.MEADE,REGISTER r l Bk 24482 Ps 12S x17922 04-13-2010 & ! 1 Sc-ucMer LN O. t ersi?loic• NOTICE: The Town of Barnstable ..recommends that the an t seek legal advice to prepare a properly worded deed restriction document DEED RESTRICTION WHEREAS, �r ' _ of (owners name� ,L G✓Je ef�' /��f�.G MA (address)) is the owner of '� I l( located 1 at (address) �p� MA (hereinafter referred to as 0 and ein show on a plan entitled "Subdivision of Lan in MA, Property /' P dY of—L71'ee_44 r ��io� l et al, dilly recorded in Barnstable County Registry Of Deeds in Plan Book I a 10 01 ' , Page '7 Or on Land Court Plan Number WHEREAS, r. ' l 3LG as the owner of said lot has (owners name) 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 disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal 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 15.200, 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 property, is requiring that the agreement for the,restriction on the number of bedrooms in any house constructed on the Iot be put on record with the Barnstable County Registry of Deeds by recording this document, deedr Bk 24482 Pg 126 #17922 NOW, THEREFORE, l/ J�MIMJdoes hereby place the (owners name) following restriction on his above-referenced land in accordance with his agreementwifb#be.To=. d-of-Heafth whieh r-estrietten-s aff run with the land and be binding pp`on nall.sulccessors in title: 1. r ta� +i Yid ttV J �L may have constructed (address) TV.e lot house ontaining no more than t (Z.) bedrooms. CAD 1; >_m e, . agrees that this shall be-permanent deed (owners name) restriction affecting located on 7 if r(/ MA, and . being shown on the plan recorded in Plan Book 731ff 3_ , Paged 4. Or on Land Court Plan rr For title of - rA' t see the following deed: Book Q109{ , Page 7 . Or Land Court Certificate of Title Number Exe ed a e ent day of 1 O si tur s gn Owner's signa e COMMONWEALTH OF MASSACHUSETTS ss 2Q_ Then personally appeared the above-named known to me to be the person who executed the foregoing instrument-and acknowledged the same to be free act and deed, before me, Notary Public My commission expires: (date) BARNSTABLE REGISTRY OF DEEDS flt.� '� ��, :-'''� " _� �I t� '�� {� �#},-� � "� '���§ �!� �'� J1.4,�� '' '� �`� i'^ ^-+i.f.� ,sty, • .�-�� a• I G,s?# ;�� ���� �� .�� � � it ,� �� �- ;S} �7�1� rr��r� !. r}"��}}:�-�r+�'�+�'`� t � k,•?Lt��d :� �'ir`.-�t e ��1 'L r.i � '�,} r �'�.•�'-i �!��r e;n", « r ! ; �a �f.+•,'�; ' (��."SEv ,t' �,:ism'{^,�'�„'74�.. 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Y 2 / F W UL CALL TOLL f NSF edition of NSF Electrical Incinerating Todels-Health and Sanitation (replaces 1983 edition of NSF Standard 41) NA TIONI 1-800-527-5551 WARNING: Do not operate INCINOLET until you have read thoroughly and understand completely all instructions RESEARCH PRODUCTS/Blankenshipand safety rules contained in this manual. Save this manual 2639 Andjon • Dallas,Texas 75220 and review frequently for continuing safe operation,and (214)358-4238 • FAX(214)350-7919 instructing possible third-party users. E-MAIL: sales@incinolet.com www.incinolet.com For questions or assistance call l-800-527-5551 Tips for Success III r Use a bowl liner for Push button to start Empty ashpan OFTEN— each and every use. after each use. when ash is 112 inch deep Fig.1 How INCINOLET Works When you push the start button,heater and blower both come on. Heater alternates off and on for an hour. Blower stays on for an additional 30 to 55 minutes. YOU CAN USE TNCINOLET ANY TIME DURING THE INCINERATION CYCLE. Push start button after each use. YOU SHOULD INCINERATE WASTE AFTER EACH USE. ACCUMULATED WASTE,PARTICULARLY SOLIDS, RESULTS IN ODOR AND CAN REDUCE LIFE OF THE HEATER. If INCINOLET is used primarily in the morning,with little or no use during the day,then reset the timer to 1 1/2 or 2 hours to insure complete incineration. (See page 8.) Ash is not suitable to use as fertilizer or compost. It should be disposed of in household trash —just as you would with any other ash waste. Party Stress For times when you are having a party or house guests,when the INCINOLET may have to serve more than the stated capacity for a short time,follow these tips: L Empty the ashpan before guests arrive. 2. Be sure guests are instructed as to proper use and that a bowl liner is required for each and every use. 3. Push button after each use and check occasionally to be sure it's not over filled. 4. You may need to run an extra cycle or two to insure complete burn. 2 W TO INSTALL 1. Remove all packing materials—including cardboard inside ashpan panel. 2. Set unit on level floor in desired position: Allow clearance at rear for wiring and vent-line connection. Allow at least 2"on left side and plenty of room on the right side to operate foot pedal. 3. Prepare electrical supply within 4 feet of toilet location. 4. Install mounting plate to floor (RV and WB only). 5. Connect vent-line. 6. Plug INCINOLET into the proper receptacle on a 20-amp circuit. Dedicated circuit recommended. Preparing Vent-Line Vent pipe can run horizontally or vertically. Venting materials can be placed within a wall and INCINOLET can be placed close to a wall at the back. Allow 6 to 8 inches on the right side(facing the toilet) to operate the foot pedal. Vertical vent-line should terminate with a rain cap. For horizontal venting use a dryer flap or add a PVC elbow turned downward to prevent back-drafting. Fig.5 3 For proper operation,vent-line must be as straight as possible with a minimum of elbows. Maximum length of pipe at the 4"diameter is 20 feet plus 2 elbows. Use larger diameter pipe for longer runs. Contact factory if you have questions about special installations. For best performance,use the shortest possible run and a minimum number of elbows. Do not vent into an attic or crawl space. Assemble vent pipe pieces securely, gluing or taping all connections. Connect coupling and pipe to vent collar at the rear of the unit.Put a dryer flap or rain cap at outside of building to prevent back drafting. Center of vent collar on the back of INCINOLET varies by model. Use this chart to find the correct measurement for your toilet. Center of vent hole — SIDE VIEW up from floor: Model CF 10" ° Model RV 10 1/4" 4„ Model TR 10 5/8" Model WB, 120 v. 10 1/4" e a. f I ® see chart Model WB, 240 v. 10 7/8" below Model WB, 208 v. 10 7/8" za° �{ Fig.5 Electrical Preparation This appliance has a 20-amp plug and is meant to fit only into a 20-amp receptacle. (Fig. 4) If the outlet you intend to use for the INCINOLET is not the proper type,then change the receptacle. You must have a circuit 120 volts 240 volts suitable for 20 amps,headed by a 20-amp circuit breaker. Do not attempt to defeat this safety feature by modifying the plug in any way. _ Power cord is 4 feet long. Extension cords should not be used with this appliance. START-UP PROCEDURE-Once Incinolet is connected to vent line and 5-20R 6-20R plugged into a 20 amp receptacle on a 20 amp circuit of the appropriate 125v-20 amps 250v-20 amps Fig.4 voltage, it's a good idea to run a test cycle using a cup of water poured into a bowl liner. 4 UNDERSTANDING l.. Pushing the Start Button closes the Start Switch which engages a timer. Timer begins a new cycle each time start switch is closed. Timer doesn't accumulate time,merely starts over again. 2. Timer is set to 60 minutes at factory. Timer activates temperature controller. Controller output is connected to the coil of a Relay,which controls the electric current to the heater. 3. Temperature Controller responds to the output from a Thermocouple,which measures Heater temperature. When the temperature of the lower coil of the heater reaches approximately 1200 degrees E,controller shuts down the relay,which cuts off the heater. When heater temperature falls to about 1000 degrees F.,controller again activates relay and heater comes on. Heater is off,then on,about twice a minute. 4. Timer also controls exhaust blower. Blower and heater come on and both stay on for 60 minutes together. After heater cuts off,blower continues on until incinerator area has cooled to about 130 degrees F. 5. Blower Thermostat(ITS)closes when it senses a temperature of 130 degrees F.,and stays closed after the heating cycle is over,until incinerator temperature falls below 130 degrees E,about 30 to 50 minutes later. Power Consumption One complete cycle uses about 1. 112 to 2 kilowatt hours of electricity. Because you can use INCINOLET any time during the cycle, your"per use"cost is lower. During a Power Failure If waste is burning in the INCINOLET when the electric service is interrupted,you may get smoke and odor in the room. Open a window to ventilate as best you can. When power comes back on,the fan should start automatically, if needed,and run until unit is cool enough. Heater does not come on until you push the button. You can push foot pedal to check contents of ashpan then start a cycle if needed. To Interrupt an Incineration Cycle In normal use,it is never necessa!< to stop a cycle to add waste. (See"How to Use",page 3.) However,on rare occasions(doing repairs,etc.),you may want to stop a cycle in progress. Turn the circuit breaker off momentarily(or unplug INCINOLET)to cancel the cycle. Then turn the circuit breaker back on(or plug in INCINOLET) so that the toilet is ready for use. If unit is hot enough to need it,the blower should come back on automatically to cool it. NOTE: If blower does not come on,smoke and odor may come directly into room. In this case,you may want to start the cycle again for a few minutes to finish burning off the waste remaining in the ashpan. Thermostats Your INCINOLET is equipped with three thermostats. 1. SAFETY THERMOSTATS (STS)shuts heater off if air temperature inside toilet reaches about 145'E It is located on the front surface of the control box at the upper right rear of the unit. To replace,disconnect voltage,remove top of unit,disconnect lead wires to old thermostat,and replace. (Fig. 9) 2. BLOWER THERMOSTAT(ITS)turns fan off when outside skin of chamber cools to 1.30°F and will turn fan on again if temperature increases.It is accessible through access panel opening,just to the left of the heater terminals.To replace,follow same procedure as for STS above. (Fig. 12) 3 LIMIT THERMOSTAT (M turns heater off if skin of chamber reaches a temperature of 325'E It is located below the ITS blower thermostat and heater terminals,outside ashpan compartment. To replace,follow same instructions as for other thermostats. (Fig. 1.2) 5 CARE AND CLEANING Keep your INCINOLET clean to prevent odors. • Empty ashpan when ash is about 1/2 inch deep. EXCESSIVE,ASH BUILD-UP CAUSES ODOR, SHORTENS HEATER LIFE,AND DECREASES EFFICIENCY. If ash is caked and hard to remove, just soak insert pan for a few minutes in warm water. • Wipe up urine spills as they happen. TIP: If blower becomes • Every 6 months—clean blower wheel and inside of INCINOLET. I. Unplug unit and remove top. (See instructions below.) noisy or vibrates, Clean 2. Clean inside with a detergent or a spray cleaner such as Formula 409. or replace blower wheel. (Do not use pine oil cleaners.) (See page .10.) 3. Remove blower wheel and clean. (See page 1.0.) 4. DO NOT STEAM CLEAN. 5. Stainless steel polish can be used on outside surfaces to keep INCINOLET's finish lustrous. Bowl Liners BE SURE that the top edges of the liner are below the lid when it closes. Otherwise,paper will burn outside the chamber and cause momentary smoke and odor. CAUTION: Failure to use bowl liner for each and every use will always cause odor and urine on the floor. Bowl liners are made of a special paper coated with polyethylene film. This liner is necessary to catch and contain the waste,then convey it into the incineration chamber. USE A BOWL LINER FOR EACH AND EVERY USE. Liner protects the bowl and prevents urine from draining to the floor. How to Remove Ashpan Remove ashpan only when pan is cool and toilet is not operating. TO REPLACE ASHPAN TO REMOVE ASHPAN Push ashpan firmly into place. I�I Remove ashpan panel t Raise camloc handle and unhook it from ashpan t Lift up on ashpan handle and handle.Pull ashpan out. engage hook of camloc under Empty ash in garbage. ashpan handle. i CAUTION: ASHPAN MUST BE SECURELY �� + Push down on camloc handle. IN PLACE FOR PROPER OPERATION Replace ashpan panel. Fig.7 Removing the Top (Seat, Lid, Bowl Halves) Top is held in place with four screws,two per side and a rubber boot which protects the start button. Remove them,and then lift top up. To replace top: With incinerator lid closed,hold bowl halves together and lower top into position. Replace four screws and rubber boot over start button. Tip: If you have trouble holding bowl halves in closed position while placing it back on toilet,just use a small piece of masking tape to hold them together,then slice through it from the top later. 6 r 0 For help with troubleshooting —�"`� VENT or to order parts, call 1-800-527-5551 ASHPAN PANEL = I GUARD ACCESS FOOT PEDAL PANEL SEAT&LID RUBBER BOOT TOP WIT STAINLESS STEEL BOWL HALVES �� SCREWS dp HINGED BOWL IN OPEN POSITION TEMPERATURE ` CONTROLLER START BUTTON HINGED BOWL I ' IN CLOSED " TIMER POSITION , 7 ' BLOWER MOTOR _ BLOWER WHEEL I STS THERMOSTAT SPRING � (� I `" e \ CONTROL BOX INCINERATOR LID HEATER \�� BLOWER HOUSING 0 HEATER TERMINALS ASHPAN INSERT BASE PLATE � =�' \ o ITS THERMOSTAT -� � (fS THERMOSTAT LOCATED , BELOW AND TO THE RIGHT FOOT PEDAL OF ITS THERMOSTAT. Fig.5 ASSEMBLY i CAMLOC LATCH \ FOR ASHPAN INCINERATOR Fig.g ASHPAN CHAMBER 7 I TROUBLESHOOTING TIMER&TEMPERATURE CONTROLLER interval,its red light goes off,and blinking POWER OUT• n THE KEY TO TROUBLESHOOTING green light turns steady again. During the • s ®0E timed interval,controller red light will be on 2•o Timer limits heating cycle,Controller limits constantly until heater reaches about 1200 heater temperature.Timer and temperature os 2s degrees F,at which point controller red light goes controller are within control box in upper off and the relay opens. Controller red light 0 3.0 right corner of housing,accessible with top comes on again after 30 seconds or so,stays on ® HHS. ® removed. Timer has two lights:green and red. for about 40 seconds,then goes off again,and so Temperature controller has one red light. A on until the end of timed interval. steady green light on timer indicates unit has TIMER power and is ready for operation. When start TEVIERADJUSTMENT: (See Fig.8.) button is pushed,green light begins blinking and Timer dial reads 0 to 3 hrs. Timer pointer is 600 : the red light comes on and stays on for a timed set to 1.0 hrs. If INCINOLEI'is used primarily 400 800 interval,during which time temperature controller for solids deposits in rapid succession and 200 400 is activated and its red light is on. Controller incineration is incomplete,move pointer to 2.0 P00 O red light means that the relay is activated and hrs. If used throughout the day,both for urine 0 600 000 supplying power to heater. Controller red light and solids,timer would be best set at 1.0 hr. To F c stays on until timer cuts off after the timed adjust timer,remove top of toilet and turn dial interval,or heater reaches maximum allowed so timer reads new setting.(See p.7.) Replace temperature and thermocouple signals controller top, DON'T MAKE ANY ADJUSTMENT CONTROLLER to open relay. In actual operation,when timer REQUIRING SCREWDRIVER. Pig.8 reaches end of timed BLOWER COMES ON BUT BLOWER,HEATER WON'T STAY ON INCOMPLETE INCINERATION HEATER DOESN'T HEAT If timer,blower and heater come on when Can be any one of several causes: Remove top,examine timer and controller as start button is pushed but turn off as soon as 1. Start button not pushed after each use. above. If both timer and controller lights are start button is released,REPLACE TIMER. 2• Ashpan too full. Empty more often. on,then heater has failed. To verify,remove BLOWER STOPS AT END (Empty when ash is 1/2 inch deep.) access panel,measure voltage directly across 3. Too many people using toilet. OF HEATING CYCLE heater terminals,not from terminal to ground. 4. Burn cycle too short. Add more time If voltage appears,REPLACE HEATER. If Blower should be on from 30 to 55 minutes to the timer. no voltage appears,check circuit further. after heater cuts off. Unplug toilet,remove ODOR WITHIN ROOM TIMER LIGHTS WORK BUT access panel,inspect for and tighten any loose wiring. REPLACE BLOWER Can be any one of several causes: CONTROLLER RED LIGHT 1S NOT ON THERMOSTAT. 1. Failure to use bowl liner each and every Test thermocouple. Unplug toilet,remove Jim or careless use of liner. side access panel. Remove wire nuts from BLOWER DOES NOT OPERATE 2• Solids not completely incinerated. May thermocouple leads(#6). Twist the gray Blower must come on immediately when start need more time on timer or additional and purple wires together,then plug unit in button is pushed and should not stop while incineration cycles. and push start button. If controller red light heater is on. If not,check blower wheel to be 3. Ashpan too full. Empty more often. comes on,REPLACE THERMOCOUPLE. sure it's not binding. Listen to blower motor (Empty when ash is 1/2 inch deep.) CIRCUIT BREAKER OPENS WHEN for a humming sound(like motor is trying 4. Back-drafting. Use back-draft preventer START BUTTON IS PUSHED to start). This would indicate bad motor on horizontal vent-line or run the vent This indicates heater may be shorted to bearings. REPLACE BLOWER MOTOR vertically with a rain cap at the top. ground.Unplug toilet,remove access panel. BLOWER OFF&ON AT CYCLE END ODOR OUTSIDE Remove orange lead wires to heater terminals. It is normal for blower to stop for 4 or 5 Causes same as above,plus: Again push start button. If blower comes on minutes,then start again for a few minutes,a 1. Catalyst port perforations are clogged. and circuit breaker does not open,heater is couple of times at end of cycle. If,however, Clean chamber wall behind heater coil with shorted. REPLACE HEATER. blower stops and starts rapidly,blower small brush. (ITS)thermostat is faulty.REPLACE ITS 2. Catalyst has"set". Stir with small rod to Unplug toilet,examine all wiring which might THERMOSTAT loosen. (See catalyst p.11.) be grounded by touching housing. REPLACE OR TAPE ANY BARE WIRES. BOWL HANGS OPEN: 3. Incinerator lid hanging open,allowing odor NOTHING COMES ON,BUT TIMER PEDAL WON'T RETURN to escape. GREEN LIGHT IS ON 1. Closing mechanism may be out of RESIDUE BLACK,LIKE CHARCOAL Inspect timer lights as you push start button. adjustment. Ash should be white to gray. Black lumps Red lights should come on,green light should 2• Foot pedal goes too far down and means insufficient air is being drawn into begin blinking. If not,CHECK START locks up. Place block under foot pedal chamber. There may also be soot around ash- SWITCH OR REPLACE TIMER. to prevent excess travel. pan lip at front and on inside of ashpan panel. Remove ashpan and use small brush to clean EXCESSIVE NOISE,VIBRATION perforations in inner incinerator wall back of CLEAN OR REPLACE BLOWER WHEEL. heating coils. 8 r MAINTENANCE AND REPAIRS Clean Blower Wheel _ BLOWER 'v�—'c9 MOTOR Blower draws fresh air into toilet to provide oxygen for the burn,carries smoke and odor into the catalyst,then exhausts moist air outside. Clean blower wheel and housing every 90 days, —� or any time excessive noise and vibration occur. I. Remove top of INCINOLET. 2. Disconnect two wires on side of control box to free motor. 3. Loosen (no need to remove) 3 screws holding blower motor plate. (Fig. 10). Twist and lift motor over screw slots to remove it. 4. Use 1/8"Allen wrench to remove set screw in wheel hub. BLOWER j. Clean grease and dirt from wheel with hot soapywater or a degreasing cleaner. WHEEL Fig 10 gg 6. Replace wheel if corroded or if vibration indicates it is out of balance. 7. Clean inside of blower housing occasionally. Replace Heater To Install New Heater: • Reverse above procedure. Locate Note: For maximum heater life incinerate after each use,and keep heater in brackets,making sure ash level down to no more than 1/2 inch. brackets are seated in slots in the incinerator wall. (Fig. 11-2) IMPORTANT: Locate heater at To Remove Old Heater: Push up on heater coils to clear lowest position in heater bracket. • Turn off voltage to INCINOLET. heater brackets. (Fig. 11-2) Coils must not touch each other. Remove ashpan. Remove access • Replace insulation and cover over panel. Remove top. Hold heater terminals. (Fig. ].1-1) incinerator open either by wedging down the foot pedal or blocking / — On new heater coil, remove nut and flushing mechanism in open only 1 of the 2 new washers. Slip position. heater wire's connector over the terminal,then the 2nd new washer • Remove thermocouple but do not BRACKET/' and a nut. It is best to reuse the disconnect. (Fig. 12) original lock nut,but the new nut COIL can be used if needed. Always • Disconnect wiring to heater ) use the new washers,one on either terminals. Remove cover plate and Fig.11-2 side of the heater wire connector. insulation around heater terminals. CAREFULLY tighten nut,using (Fig. .11-1) Remove heater through ashpan two (2) end wrenches to prevent opening. (Fig. 11-3) twisting the heater stud terminals, HEATER TERMINAL Note: Brackets may be wedged which would break the moisture UTS tightly in slots in wall. It is okay seal at end of heater(Fig. 11.4). to remove brackets, but not absolutely necessary. Replace thermocouple. Push knurled cylinder to compress spring.Turn to engage stud,then release. Spring must be compressed to insure that tip of thermocouple contacts outer surface of ( - heater. (See p. 1.1.) ® Replace access panel,ashpan,top. Close circuit breaker. • Start cycle to test heater and total INSULATION COVER / operation. PLATE Fig.11-1 Fig.11-3 9 The General Laws Of Massachusetts = Search the Laws Go To: Next Section Previous Section PART I. ADMINISTRATION OF THE GOVERNMENT Chapter Table of Contents MGL Search Page General Court Home TI.TLE XVI. PUBLIC HEALTH Mass:go CHAPTER 111. PUBLIC HEALTH CITY AND TOWN BOARDS OF HEALTH Chapter 111: Section 31E. Individual sewage disposal systems; action on applications Section 31E. Any health officer or board of health for any city, town or district,whose authority includes the issuance of permits for construction, maintenance or alteration of individual sewage-disposal systems for residential buildings of not more than four dwelling units, shall act upon a completed application for such permit to construct, maintain, or alter such system within forty-five days from the date upon which such completed application is filed with said health officer or board of health. If a determination on a completed application is not rendered within forty- five days by the appropriate health officer or board of health, then said permit shall be deemed to have been granted. For the purpose of this section, a completed application shall include, but not be limited to, information satisfactory to any local board of health regarding the number of deep observation holes, all percolation test results and a plan which meets the requirements of the state sanitary code and any local health regulation. Such application shall be considered filed on the date upon which a completed application is presented by the person who is seeking the permit, to the health officer, board of health or agent thereof For the purpose of this section, "action on a completed application" shall mean approval of said application and issuance of the permit to construct,maintain, or alter, or disapproval of said application with a written statement of the reasons for such disapproval. The written statement of reasons, in the case of disapproval shall be sent to the applicant by first class mail,postage prepaid and shall include the information necessary in order to ascertain why the application or the proposed subsurface sewage disposal system or both fail to comply with local or state code requirements. Nothing contained in this section shall be deemed to exempt the applicant from the regulations promulgated under the provisions of section.thirteen of chapter twenty-one A. SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. S' ature Item 4 if Restricted Delivery is desired. �f( 9r�jtocOl�a-C� ❑Agent ■ Print your name-and address on the reverse X f ❑Addressee so that we can return the card to you. B. eceived by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, r / or on the front if space permits. `�U 1. Article Addressed to: D. Is delivery address different from item 1? El Yes If YES,enter delivery address below: ❑ No 46e�& �i J v Ivy I, E 4o OA �10 �� I�►` � 17(J 3.LewiceType GF-Gartified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 70Ot7 M1010'0'64'114658�197871 11 33(&TX4 M.o*Pky� PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL$EVI � ti ' MM""mac•* �'" v" : Ww .ems :vim' `s:4, • Sender: Please print your name, address, and ZI `T'in this box !I i Qom E*weMg,vc M Main St.--Suite C Yarmouth Port, MA 02675 i _ Iff"/ilrl-to Ito lrIi ill rirll ill'fit 1r111Urrrlil'fit-it rlrIN111rr 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 ■ Print your name and address on the reverse X r!).A �.� - ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. Date f liv ■ Attach this card to the back of the mailpiece,, or on the front if space permits. D. Is delivery address different from item 1? 121 44s— 1. Article Addressed to: If YES,enter delivery address below: ❑ No g,7 yCt —/ 3.FORegistered ice Type ertified Mail ❑Express Mail WHO ❑Return Receipt for Merchandise aGp r ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number i.; i s.. ;-- (Transfer from service label) t i t s 7 i i 14 9 0 O q 1'; 4682 t16'8 Q; i PS Form 38111 February 2004 Domestic Return Receipt - 102595-02-M-1540; UNITED STATES POSTALERVICE a e Aes ail¢ I • Sender: Please print your name, address, and ZIP+4 in this box • is ap•NN' JONM cep" engineerbg, Inc. II CIVIL ENGINEERS LAND SURVEYORS 00 mega vL Iamutk ma AM SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A.' ' "ure item 4 if Restricted Delivery is desired. , G� ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you: B, R eived by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. 4 D. Is delivery address different from item 19 ❑Yes 1. Article Addressed to: a If YES,enter delive ID w: ❑No (' Nwz Cif -� °: 3. S e Type 6 VVP�f // ertified Mail ❑��� egistered eceipt for Merchandise ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article.Number .r `fTr p �. =r` T ft ++ (Transfer from service label) 4` 7;�;�7~ 1,_4 9&� ,LQ �lir; 4 f2 16t9 7 } "✓f�`a, LPS Form 3811, February 2004 Domestic Return Receipt 102595-02-M-1540 • ,.� r9nr,.:a UNITED STATEf@�,.% '}�."C'�.q�/ a , �.' .� "», �i[ .7-',r:Cd`�..�r:"1.��';:rk'C�:."'�»ts�+�....:.E.: �i:.F ;%s<zti.� ..f� 4 �.Sif.�'t"-'l�ta�3'.A!(atl `- ., ..,.,,,.; ;s.r '�+^wy. �"^s?'M':i + '"`'gyawwrba•uY .. .. + ."�n^v;'•it, i= sii.sa;Trt'..C3u�'.sw� 3.�'SexorrYti4'�'�!,n�'7'�,�..�.,; ..vy ...M•:. ......� • Sender: Please print your name, address, and ZIP+4 in this box • M2 JOW3.2 Cape engmeezlzw, Inc. CML ENGMERS LAND SURVEYORS j 00 mein vL yarmontk ma Oii$76 �j 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 ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. P. Rece' ed by Narpe) C. D e of D livery ■ Attach this card to the back of the mailpiece, r,/I ��7 Ja rr or on the front if space permits. �/ \ V 1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes 1D If YES,enter delivery address below: ❑ No 3. Service Type nn ❑Certified Mail ❑Express Mail ❑Registered ❑ Return Receipt for Merchandise U�60 ❑ Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number f 7pp7 1490 0001 ` 4682 1'734j ! � a. (Transfer from service label) 1 i i - +� i � E PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4 in this box • I I I down cape engineeAW, Inc. CIVIL ENGINEERS I LAND SURVEYORS I �Y mWa d. pa mutk ma =75 i SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ie Compl1.ete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. X p`4G ❑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. D to 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 1 / 3. gRegistered rvice Type Certified Mail ❑Express Mail ❑Return Receipt for Merchandise } ❑ Insured Mail ❑C.O.D. V 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (� 700.7 ;14.90 0.001 '' �- +-jY' R.- (Transfer from service label) { 4 6 8 2 i 171 0 + PS Form 3811,February 2004 Domestic Return Receipt 102595-o2-M-t oil I; UNITED STATI!9 SWFALQ&—glbl]?I. 025 p I It�-ft�SY o Q». I at .H< 4 j • Sender: Please print your name, address, and ZIP+4 in this box • j I I I I � I own Cape engineering, inc. I CIVIL ENGINEERS LAND SURVEYORS Y90 I& ILyarlacullkma 02e75. •..: 111.1ft!l16�f�i!!1!!lil�3�'f3'l�l�i!l�::�I3ldl�l!l3li'�?litl!!llliF7 i I COMPLETE •N COMPLETE THIS SECTION ON ■ Complete items 1,2,and 3.Also complete A. a u item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B. Received by(P n d N me) C. Date Deli ■ Attach this card to the back of the mailpiece, a 7 I 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 3. Service Type Certified Mail ❑Express Mail Registered ❑ Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. i 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number i; i ►i i `+ x It. (Transfer`from service label) i. # ;7 0 0 7 t 14 9 0 's 0 0 01 t i 4 6 8 2, 1'7 0 3 v PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-154 ue UNITED STATES POSTAL SERVICE '""""' s ' ermit N "- Oemw ' • Sender: Please print your name, address, and ZIP+4 in this box • I - � I down cape en&em*W, inc. of f ` CNIL ENGINEERS �y LAND SURVEYORS M adnkyallwatkm Obi i �'r� � ,4'ilt!!tll4i:llt!!�iTfi41}119!�:132}il�!ltf��lt!�11!litlil!!lttl a SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Sig item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B. Received by(Printedgame) Dat of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from Rem 1? ❑Yes 1'. Agrticle Addressed to: If YES,enter delivery address below: ❑No �.()•P�o Ike , M � g 3. Se ice Type rtified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 7[l`05; 03`90"t00.0;1= 14g�56 i413311 9c .�� 3� ,�.-iI � WYu►�11—N�tUr PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATSSOS'fii4L �' a • Sender: Please print your name, address, and ZIP+4 in this box • Down Cape EngineerinO,•M . ON Main St.. Suite C YarnWh Port. MA 02675 SECTIONSENDER: COMPLETE THIS SECTION i COMPLETE THIS ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Si a ure item 4 if Restricted Delivery is desired. Agent ■ Print your name and address on the reverse X Addressee so that we can return the card to you. B. Received by(Printed Name) C. Da of live ■ 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 3. Service Type Certified Mail ❑ Express Mail Registered ❑ Return Receipt for Merchandise ❑ Insured Mail ❑C.O.D. all 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number r i7 Q O t7 i 14 9� i O O�1 i4 6`6 2 f6 73 (Transfer from service label) p PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 * UNITED STAT9AEE�tC11C� 2 - Fe Fe • Sender: Please print your name, address, and ZIP+4 in this box • t# .w"is JOIM cape "gMew1fig, inc. CIVIL ENGINEERS LAND SURVEYORS we Maim III. MA 028?5 Wit;`=+ ill!}lEE�Ei}f�}s,�i}}`E'll}ElE�E$13�iE1F14E1l�EEEIE11t�}�li:l}EIE 939 main street rt 6a yarmouth port mass 02675 down cape enjinee�rffig, WC. civil engineers&land survej t 4t 1 � O O Ln } C3 W ` C3 C i O _ O N Ln t� L E. t+� Ln L s �► ' Ln �> - - WW - r't- ? s rt' 0 , a-� �J _ -j --4 �. C 0 C ai➢ � 09 s;3 z 0140 f9 b jq �, 0 0�t.,t �, � UNtTpa �1 0 a 0 00 � y i St j9y I• ` '1 "0 D fk I i O p {O ~CA 0 N O m m N i NNV■ 0� 0)O V O m th co O fD 1 , 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. ❑Agent ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery i ■ Attach this card to the back of the mailpiece, or on the front if space permits. i D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No 7' 3. S_ sluice Type Rifled Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. I 4. Restricted Delivery?(Extra Fee) ❑Yes i 7005 0390 0001 1456 4195 I f ([( s PS Form 3811,February'2004 Domestic Return Receipt 102595-02- -1540; y 939 main street rt 6a tel.(508)362-4541fax(508)362-9880 yarmouth port mass 02675 d®wn Oa►pe enf®fteer®nj, MC structural design civil engineers &land surveyors Daniel A.Ojala,P.E.,P.L.S. Arne H.Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court Andrew R.Garula surveys May 21, 2009 Y,R.L.A. Dear Abutter: site planning A public hearing has been scheduled for the Barnstable Board of Health to take action on a request for variances from 'Town of Barnstable Regulations for the subsurface sewage system designs disposal of sewage for the proposed graywater septic system at 7 Great Hill Road, West Barnstable.-The variances requested are as follows: inspections Variances requested under,Barnstable Board of Health Regulations: Art I: Section 360-1: Septic tank to be 72' to the edge of wetland (28' variance); pump permits chamber to be 56.2' from edge of wetland (43.8' variance); SAS to be 72' from edge of wetland (28' variance); reserve to be 72' to wetland (28' variance). landscape architecture Said hearing will be held in the Hearing Room South Street Hvannis June f/'p 2009 at 3:00 pm. Plans and the application describing the proposed activity are on file at the Board of Health office, 200 Main Street, Hyannis. It is recommended to check with the Health Department to confirm date and time if you are interested in attending. Sincerely, Sar h B. Ojala Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health barnboh - 4 r ' I I .`� � ��PITNEY BOWES 02 1 P $ 005.540 0003915604 MAY 22 2009 7007 1490 0001 4682 1741 MAILED FROM ZIPCODE02675- y v a, Jeffrey & Jennifer Elletson 14 Great Hill Drive �+ West Barnstable, MA 02668 ro - x 01,21 ? NBC 1 3091 02 tits/1 6/09 as a� Q 1"CIR�JAk C2 1' LM�. I YR JvTN TO SENEa °'r Nt.I. .a E � CEN TERVILLE MCI 026a.`2-30 J E %E RETURN URN TO SENDER cy) tU^.ZE7��i^�'37Ct ���aaaaa�a�aj�aajaaala�alaa:�a�aaal��aaa���aaaa��aaaaa��aa��a� � rn COMPLETE • DELIVERY 1 ■ Complete items 1,2,and 3.Also complete A. Signature 7 - 1 item 4 if Restricted Delivery is desired. ❑Agent 1 �� 1 ■ Print your name and address on the reverse X ❑Addressee 1 I so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery I ■ Attach this card to the back of the mailpiece, ; I or on the front if space permits. D. Is delivery address different from item 1? ❑Yes 1. Article Addressedto: If YES,enter delivery address below: ❑No I /y 3. Service Type Certified Mail ❑ Express Mail I ' Registered ❑ Return Receipt for Merchandise _❑ Insured Mail ❑C.O.D. 1 4. Restricted.Delivery?(Extra Fee) ❑Yes 1 2. Article Number 7007 1490 0001 4682 1741 ti. - t-1^-✓►� I j I (Transfer from servico PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 if 11 f'--.r-17TTr7rr , rr ITT Ittlir1- i- I - dill . tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering; inc structural design civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. Arne H.Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court Andrew R.Garulay,R.L.A. surveys Mav 21, 2009 Dear Abutter: site planning A public hearing has been scheduled for the Barnstable Board of Health to take action on a request for variances from Town of Barnstable Regulations for the subsurface sewage system designs disposal of sewage for the proposed graywater septic system at 7 Great Hill Road, West Barnstable. The variances requested are as follows: inspections Variances requested under Barnstable Board of Health Regulations: Art I: Section 360-1: Septic tank to be 72' to the edge of wetland (28' variance); pump permits chamber to be 56.2' from edge of wetland(43.8' variance); SAS to be 72' from edge of wetland (28' variance); reserve to be 72' to wetland (28' variance). landscape architecture Said hearing will be held in the Hearing Room, South Street, Hyannis June 16,2009 at 3:00 pm. Plans and the application describing the proposed activity are on file at the Board of Health office, 200 Main Street, Hyannis. It is recommended to check with the Health Department to confirm date and time if you are interested in attending. Sincerely, �Sar h B. Ojala Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health barnboh i 939 main street rt 6a yarmouth port mass 02675 -down cope eagiaeefingf, MC. civil engineers&land surveyors i �o +-j �o 0 .. �O Pt a .a µt - ' Pt tp Ln 0 / �(33 011, o (nip Q `0 ry" 9s�1 t^ Cts Vt s+.." rt r � � O b� r- z 14 a rl a w A ce; 15 m 6A e?9 0 — to MDZ as .� Pj v;�a _ 11 IDW la x Z a o n�i UNIT (AO0 e 0 PT O � S Y �1©M p cwo o ` q 0 Ox a X w _ Iti 1- oo ,1 �. 3� N ® �01 n D O 2 I O a r►1 n)tip s ` i aR v O In 404�m a+m o w _ .. : . SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY I ■ Complete items 1,2,and 3.Also complete A. Signature I I item 4 if Restricted Delivery is desired. ❑Agent i ■ Print your name and address on the reverse X ❑Addressee so that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery I I ■ Attach this card to the back of the mailpiece, i or on the front if space permits. ' D. Is delivery address different from item 1? El Yes I 1. Article Addressed to: If YES,enter delivery address below: ❑No I I NUEVCCN+'� I I Ph �� i I CeA& "'l �Y✓✓� 3. Service Type ifled Mail ❑Express Mall I ❑Registered ❑Return Receipt for Merchandise I Ir ❑ Insured Mail ❑C.O.D. I X 4. Restricted Delivery?(Extra Fee) ❑Yes 7007 0710 0004 4858 9770 <OL• PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 / ff It tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down Cdpe en�ineefing, %/ C structural design civil engineers &land surveyors Daniel A.Ojala,P.E.,P.L.S. Arne H.Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court Andrew R.Garulay,R.L.A. surveys May 21, 2009 Dear Abutter: site planning A public hearing has been scheduled for the Barnstable Board of Health to take action on a request for variances from Town of Barnstable Regulations for the subsurface Sewage system disposal of sewage for the proposed graywater septic system at 7.Great Hill Road _designs _ West Barnstable. The variances requested are as follows: inspections Variances requested under Barnstable Board of Health Regulations: Art I: Section 360-1: Septic tank to be 72' to the edge of wetland (28' variance); pump permits chamber to be 56.2' from edge of wetland (43.8' variance); SAS to be 72' from edge of wetland (28' variance), reserve to be 72' to wetland (28' variance). landscape architecture Said hearing will be held in the Hearing Room South Street Hyannis June iG, 2009 at 3:00 pm. Plans and the application describing the proposed activity are on file at the Board of Health office, 200 Main Street, Hyannis. It is recommended to check with - the Health Department to confirm date and time if you are interested in attending. Sincerely, $ar h B. Ojala Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health barnboh t Al . r . REVISED PLAN SUBMITTAL SHEET SE3- 3 3 APPLICANT'S NAME: /-I<C 1- (t, PROJECT LOCATION: This project has already been issuers an Order of Conditions OR Check One ]D 0 W N ( J Order of Conditions not yet issued RARNSTA.KE CO.NSEPWATION This plan will be considered on 5` G -z Da e 3 ------------------------------------------------------------------------- i; I CERTIFY THAT THIS SURVEY AND PLAN WERE HARE P 3393 IN ACCORDANCE WITH THE PROCEDURAL AND TECHNI ` P ,�_ S CENTE'R MLE STANDARDS FOR THE PRACTICE OF LAND SURVEYING THE IONWEALTH OF NASSACHUSETTS a 7 o z� PAUL A. JlERI A . R + tzx PAU L2-j } &Tm MERITHB 3=8 I pT 2 TES LOCUS S• =�. � ,�,•,L-.r � 10 G -�- -_-- O, LOT 1 ---_` - 1p3 jp A.M. 173178 '`-L .� 4T +�Y�OT`p`,17N_____317 7O' 0 AREA= 43,602�S.F. s PROPOSED35,00• �' 1 SPLIT RAIL FENCE ♦ 6d _r__- \ \\. LOCUS MAP ♦ \ / 1 fix\ 0 8 \ \\~ ,�\ .A;' ,. ASSESSOR MAP- 173, LOT 78 v0-3 ,,; \ \� \h \ PLAN REF. 383/39 LOT 1 ^J \ \ o \ ZONING.- '.RF,» Nlu,. .� o \ C-+ \ FLOOD ZO uN1 ti ♦ \ \TP 3 � \\ \ C GJ PANE� �-y, \\ \ 250001 mLf ♦♦ // `� , �� / 11 �� \ �� ` I �! \\ DATED. 8119185 x O T�E'RLA Y Dda`TRICT. ,��» / N84'0 8'06„E, S�� ,78� ������_` 1 / �1y`�`� 58 11 ` T. P BED1 104.7� \\ R \\ ` . PLAN Off' LAND 46 44'j� s 1�� C��� i HOUSE o_ \ 3 \ \ LOCATED AT. 4.0 -I ` C:)_ \\ 0 D I 7 GREA T HILL DRIVE loo\ opa GARAGE a_ ` B/ p1\ i CENTER 11ILLE, MA. ?'Il 60� �� r PREPARED FOR- NOTES: `�j •� j \\ `� 1 �� �� �l��� ALLE'N BROWN Tn DUE TO THE VARLABLITY OF THE SOIL CONDITIONS ON THE SrrE, NO ASSURANCE TO THE SUITABLITY OF THE SOIL CAN BE MADE UNTIL THE PROPOSED S.A.S. HAS BEEN EXCAVATED \\ O\\ !rj~ (% O JANUARY 16, 2002 AND INSPECTED. IT IS OUR RECOMENDATION THAT THE S.A.S. BE INSTALLED AND INSPECTED isj \ �� O� // '� REVISED: MARCH 18, 2002 BEFORE ANY OTHER CONSTRUCTION ON THE SITE OCCURS. O THE VARIANCE REQUESTED IS THE BARNSTABLE BOARD OF HEALTH DRAINAGE REGULATION PART VM SECTION 1.00; THE HUNDRED (100) FEET ' �\ O� �' / ��-'`� MANSOLE SETBACK REGULATION. GRAPHIC SCALE 30 0 15 30 60 120 / F $ of N. �/ *' 10 0 ��,,��,,�i' YANKEE SURVEY CONSULTAWS UNIT 1, 40 INDUSTRY ROAD TOP OF POND ( \� O R65 ELEV = 66. TTEL ONP .AaBf 648 IN FEET FAX 420-5 1 inch = 30 Pt. plpE 4v 52956AZ SKI OF 2 L EL. = 104. 7' l 7UP OF FOUNDATION OF l 20' MINAl �i j 10 MIN. . CONCRETE COVERS 4" SCHEDULE 40 P. VC. sea:� EL=104' MIN. P17rH 118 PER FT "LA 8" MAX / i . , , � / / � � CONCRETE COVER PVCSCH40 POR EQ A4jP MINIMUM / CLEAN SAND 3 FT MA�., L21' FLOW LINE 18. 9'1 EL=101.62 XX INVERT 1 10' 8 r _ 102 1 MIN. 14 0 = = = O = _ _ _ —R0'� ° _ = = = = = n = = = = -- -- G,� INVERT LEVEL ° pO° ° = co = = = = = o = = = 8 INVERT BAFFLE _101. 6 SUM ° ° o = = = ro = = = = = _ EL.= 101.86 EL. 61 INVERT INVERT °°° ° = o = o = = o = _ _ _ 9 9.02 EL. = 101.23 EL. = 101.06 � 4, (2) 500 GAL LEACHING CHA MES (>n BE PLACED ON BASE) DISTRIBUTION � Ze MWHANICALLY COMPACM OR 8- OF MNE BO EL.=L0I..O2 V ;':%' 'c^�' ': ;n:; :rr.;r;• GALLONS 7V BE WATER TESTED 12 B' X 25' ]BENCH f VRMA770N SEPTIC TANK PLACE ON 6" STONE 314" MI-1 SOIL ABSORPTION PROFILE OF DOUBLE WASHED S7VNE SYSTEM (SAS) SEWAGE DISPOSAL SYSTEM BOTTOM OF TEST HOLE ELEV. =__93. 7 NOT TO SCALE OBSERVATION HOLE 1 ELEV=_101.8 ORSEr:`VATION HOLE 2 ELEV=_ 101.2 OBSERVATION HOLE 3 ELEV.=_ 100.8 PERCOLATION RATE .<__ MIN./ INCH PERCOLATION RATE S� MIN./ /NCH PERCOLATION RATE SZ__ MIN./ INCH DEPTH HORN,' TEXTURE COLOR A(077 OTIIER DEPTH HOR1Z TEXTURE COLOR U0771 OTHER DEPTII HORIZ TEXTURE COLOR _A1077 OTHER O—Z' LOAM/SUBSOIL 0-1.5' LOAM /SUBSOIL 0—L5 LOAD/ /SUBSOIL V-8. NLi777Xd' ev64 .5' DARK J40k7V SAND 1.5'-5' DARK BROWN SAND B— CLA r 5.5-7' UC/IT MORN SAND. PERK. B'— L1G11T BROAN SAND PERK. 10' A•ATER Q4.B r smNrr cRAvaz A'ATER 07.1' IIA rE'R OT.5' GENERAL NOTES WATER ENCOUNTERED ® 93 O WATER ENCOUNTERED * 93. 7 WATER ENCOUNTERED 0 93 7 ALL WORKMANSHIP AND MATERIALS SHALL CONFYIRM To D.E P. P# 3393• TITLE 5 AND THE 7t7WN OF _8�'LWLE--__ RULES AND ` REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. SOIL TEST ONE CO V " ON SEPTIC TANK SHALL BE BROUGHT TZ7 DATE OF SOIL Tr ST 5/25/84 SOIL TEST DONE BY ELDREDGE ENGINEERING CO. INC. WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITNESSED BY: RON CIFFORD WITHSTANDING H-!0 LOADING UNLESS THEY ARE UNDER OR WITHIN DESIGN CALCULATIONS. 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. INSTAL[. ''UMBER OF BEDROOMS . 3 ANY MASONARY UNI7S' USED 7n BRING COVERS 7,0 GRADE SHALL (2) 500 GAL LEACHING CHAMBERS GARBAGE DISPOSAL NO BE MORTERED IN PLACE WITH 4' STONE ALL AROUND NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 12.8' X� 97TAL ESTIMATED FLOW25' F _ GAL/DAY DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS 7U _110 GA x _3___ BR) 330 OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. ( REQUIRED SEPTIC TANK CAPACITY 1500 GAL UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VA TION CONTRACTOR SOIL CLASSIFICA TION . . . . . . . . I IS TO CALL "DIG- SAFE." AT 1-800-322-4844 AT LEAST 72 HOURS NOTIFY YANKEE SURVEY 24 HOURS DESIGN PERCOLATION RATE � 5 MIN./!N. PRIOR TO COMMENCING WORK ON SITE ' ' CONTRACTOR IS TO VERIFY GRADES' AND ELEVATIONS AS WELL AS PRIOR 7i7 SEPTIC;INSPECTION. AFFLUENT LOADING RATE . . . . . . 74 CAL/DAY/S.F. SITE CONDITIONS PRIOR 7t7 COMMENCING WORK ON SITE _.,.EACHIN GA CAPACITY (AREA X RATED 347 DAY PARCEL IS IN FLOOD ZONE .0 _ _ESER VE LEACHING CAPACITY . . 347 GAL/DA Y SHOWN -- LOT IS SHO N ON ASSESS 7 �ASSESSORS MAP _ ! 3 AS PARCEL - 7 �5X12.BX 74J+(25+25+12.8+1Z.8).Y1X 74) - SHPf:' ? nF SMOKE DETECTORS REVIEWED BARNSTABLE BUILDING DEPT. DATE FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED RMITTING TIT t - f f LJ lLl� L f ' f i i III 1 I L I TIc 1:£FT' il;70; �1, 1':,Q- 21JNT ELIGutk-7F7Dnl Cq MO !l'IgS q��Bf l S�q�f AIARMS N(/Sf�SBU 0D f mP El c v3�M Ffo fn E 73 7 .37bS SCAIE DATE 9- ,;V.d REVISED v P,a ram. � ..S:HRROrAvi I1hAit�NB NfNSDnJ l/ -DRAWING NUMBER So;OI 18 y'" OVAL, 7 3 1 3V56 c335 _ A�1 Aa1 kal A.Xt 29v"s M.UD R.00M •\. ,2oY6 t - 3 fl1• a X� GWG Liu iNG.AeEq Q S ots �y.� I STEP, pp4 15, 3- 1 �I I STEM nR. LV -NJ V o © ay3.2 �, a 014 M O OG.fk i � n l 'o up ILo PORGN N'� � I 3viC6 ty i u p ' v O 15 R sfa3 x /cK y 00 .00,00 v 9/ • P�teE 30' 6,- 1 <30- w str O � s J 00 -I� fi n ^ v s-O,r p. 7.2 _ R; y„ - - _ o � Z ) _ o _ C.� O 1L i o, 9u �� m , O I HEREBY CERTIFY THAT THE PROPERTY con, LINES SHOWN ON THIS PLAN ARE THE LINES DIVIDING EXISTING OWNERSHIPS, AND THE LINES OF THE STREETS AND WAYS SHOWN ARE �o THOSE OF PUBLIC OR PRIVATE STREETS sad d�er done Ufa 6 OR WAYS ALREADY ESTABLISHED, AND THAT _ NO NEW LINES FOR DIVISION OF EXISTING OWNERSHIP OR FOR NEW WAYS, ARE SHOWN. 0 REF. C.41 S.81 - �'�ok Street NIE Locus DAKI.ELA. ponds C4� P _ - No,L4��0„ one o ce Three � a DATE DANIEL P.L.S. ova �o c FOR REGISTRY USE LOCUS MAP NOT TO SCALE SCALE 1"=20001t ASSESSORS !!!!MAP 173 PARCELS 78 & 5 LOCUS IS WITHIN FEMA FLOOD ZONE C AS SHOWN ON COMMUNITY PANEL 0250001 0015C DATED 8/19/1985 00 HUNTER HILL RESIDENT ASSOCIATION z BOOK 6873 PAGE 24 OWNER OF RECORD vi '— ---------- _ PATRICIA S. HAMMEL O 181 SCUDDER LANE O WETLAND % S81*15'25"E v BARNSTABLE, MA 02630 _ `� REFERENCES LAND \ \ \ _ _�i�\- - _,: - ---- -- - WET \ 1 361 PAGE 29 i l S76 26 9., - DEED BOOK 16302 PAGE 15 3 E � � 41, 1 � R UPLAND ' \, EMA�NS OF _' STpN WETLAND E wA TOWN OF BARNSTABLE w S73. BOOK 6873 PAGE '''13 z 11 ps» TOWN OF BARNSTABLE 610,69. E - BOOK 6873 PAGE 13 CB FND LLI ` ---- A_ O --� -,____ - BRADFORD W. TRACY NQ w ` J. ______ - --� z BOOK 6219 PAGE 342 �' m cv ��_ `�� i ,-- ''EDGE �w, ~'~ ¢ w '- i wE m o `n --- �, q ►a - NO -- m ro z WFT��_ �\EDGE - CULVERT ��� UPLAND ~`'�`��- bi o W �q - ----- ,,� 3 S85'04 3 0 ---- -----------A 70 in.. .� S OF' STONEo - -------- ------ WALL z S82 o RA_ �� 317.28' STAKE FND 0 00 UPLAND i ----� `-_---fz�VE �'VE---------------- -- ---�------_--------•-_-- __ ��; ----i N Q ------ CULVERT \ -`-- ------ __------ ----__ UPLAND ;� '_`_'------- P/`1RCEL 1 \\`� O�• i ���'`� 1�� f �� �S84'Q8'06 W 48-09 /V ' \WETLAND�\ ���o LI �i TOTAL AREA: 723,133 s ft. WETLAND ' i c�1'SSw ------ S 66 48'38„ �� UPLAND sr�� OR 16.60 ACRES r -� l 151 / N 7 ��\ iUPLAND � 9•45'44�,w ��,�\ 7,� ��� � GCB FND ��G1 i 1% Z .m WETLAND � ��__ �JAMES & BETINA ly �`06,Or, �,y�'� 'Z: IP & CAP FND _ ; Sj7'40 r ROYCE INTERMITTENT (b• glb '----------------- --- �`_ 409'a0 �/J BOOK 12678 STREAM N6�s 4j\\ �� , r- - -- �I PAGE 182 83 ,,g); N85'00'02 W ------ -- S86'00'43"W ___�, __-' L-_`_ p y. % ; WETLAND ____ 0) MARK ON ____— JAMES F. FENNER ET AL. APPROX. WETLAND LiI�E--` 513.11' z BOULDER JUDITH L. NOLAN _ w BOOK 9967 PG. 82 QP CULVERT CD BOOK 2544 PG. 125 CB FND Lj Q TOWN OF BARNSTABLE Q a ROBERT L. NOLAN DEED BOOK 4936 PAGE 339 CHRIST CHAPEL INC. = a, BOOK 16291 PG. 248 BOOK 4230 PAGE 123 o � Y 2 O U O m L A N 0 IF LAND AT 7 GREAT HILL ROAD WEST BARNSTABLE PREPARED FOR I CERTIFY THAT THIS PLAN WAS MADE IN PATRICIA S. HAMMEL ACCORDANCE WITH REGISTRY OF DEEDS REGULATIONS EFFECTIVE JANUARY 1, AUGUST 26, 2009 1976. AND AS AMENDED JANUARY 7, off 508-362-4541 1988. jH OF fax 508-362-9880 M ASSgo Scaho: 1"= 80, downcape.com moo`' DANIEL �GN • �; o A. - down cope engineering, inc. - " OJALA "' 0 40 80 120 160 200 FEET • ,� No.40980 civil engineers 2 - °F \� land surveyors uRv 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 DATE DANIEL A. OJALA, P.L.S. a ®DCE# 02-336 02-336 HAMMEL 81 X.DWG I y SYSTEM EM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES MARKED WITH MAGNETIC TAPE OR 20" DIAM MIN. WATERTIGHT SECURE C.I. 20" DIAM MIN. WATERTIGHT SECURE C.I. (NOT 70 SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1, DATUM IS APPROX. NGVD (ChSPOT ELEV.) G�<r�eom ACCESS COVERS TO FIN. GRADE ACCESS COVERS TO FIN. GRADE PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE �Ouf 2. MUNICIPAL WATER IS AVAILABLE Saddler Lane P 6 70 4' 63 9' 2% SLOPE REQ ED OVER SYSTEM 66:7' W 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. MINIMUM .75' OF COVER OVERMINIMUM .75 OF COVER OVER PRECAST _ CULTEC #410 GEOSYNTHETIC 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE 8" MIN. DIAM PRECAST H-10 AASHO H-2_Q o RISERS pa ERS (Tl'P.) PROVIDE TEE 4"0SCH40 PVC OVER UNITS FILTER FABRIC COVER k Street 4"SCH40 PVC PIPES LEVEL 1ST 2' 5. PIPE JOINTS TO BE MADE WATERTIGHT. cc us 1 65.9' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH *68.75 10" WATERPROOF 14• 10" WATERPROOF 14" 1500 GAL H-2o 310 CMR 15:000 (TITLE V.) one three Ponds ~ 1500 GAL H-20 TEE 61 .4 TEE MONO-POUR 7EE ° ° 65.55 ace o� MIN. 68.45 TEE 68.20 ° ° ° ° ° o SEPTIC TANK PUMP CHAMBER °o 000000000000 0� 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO s�o 4' LIQ. LEVEL GAS'BAFFLE (SEE DETAIL) ° °o°o°o°o°°o°°o °o� p 25' BE USED FOR LOT LINE STAKING OR ANY OTHER ACME OR EQUAL m GAS BAFFLE & 65.74 65.57 65.3' PURPOSE. r - - R IC SYSTEM TO S 40 4" PVC o TUF TITE EF 4 �a EFFLUENT FILTEROVERALL DIMENSIONS OUTSIDE 8. PIPE FO SEPT CH. 0 0 0 0 0 0 0 0 0 0 o C �, 0 0 0 0 0 0 0 0 0 0 0 C o 0 0 0 O o 0 0 0 0 0 0 (OR EQUAL) 6 MIN. SUMP OF UNITS: 24'x 8' (NO STONE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o C r O O O O O 0 0 O O O O C Or,or,or,or,or,o O„Or,or,or,or,or. „ 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED c° o DEPTH OF FLOW = 4 Or,or,o„o0 00 o„or,or,or,or,o� � " 12 'MIN. INT. DIAM. PROPOSED) � TEE SIZES: 6 CRUSHED STONE OR MECHANICAL WITHOUT INSPECTION BY BOARD OF HEALTH AND „ 6" CRUSHED STONE OR MECHANICAL PROVIDE COMPACTION. (15.221 [2]) o PERMISSION OBTAINED FROM BOARD OF HEALTH. INLET DEPTH = 1� COMPACTION. (15.221 [2]) POURED IN 11.9' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING OUTLET DEPTH = 14" PLACE BOOTS DIGSAFE (1-888-344-7233) AND VERIFYING THE I MAP (� IN INLET AND LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MA OUTLET PRIOR TO COMMENCEMENT OF WORK. ( 1 SLOPE) NOT TO SCALE SCALE 1"=2000'f SLOPE) ( 1•8% SLOPE) ) ADJ. G-W EL. 60.3' 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE 53.4' BOTTOM TH-3 REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 173 PARCELS 78 & 5 LEACHING FACILITY. r 14' SEPTIC TANK 376' PUMP CHAMBER 53' ' 4' LEACHING FOUNDATION D BOX FACILITY LOCUS IS WITHIN FEMA FLOOD ZONE C EL. 65.9' 10" 40 MIL POLY VINYL AND MASTIC r:..•y.., ON INSIDE OF RETAINING WALL BUOYANCY CALCS: (6) #3 BARS CONT. FOR 1500 GAL H-20 PC WEIGHS 21230 LBS :,•'•c '> HORIZONTAL REINFORCEMENT 3.65' x 11 x 6.17 x 62.4 = 15458 LBS UP (OKAY) r::• (TYP) ALARM AND CONTP • . ,., r, ,OL PANEL 4.0' 2" CLEAR wT> ;�;��\�\,\\ :., „ 5.0 '> :':", EL. 63.8' _ TO BE INSTALLED INSIDE ii ii i�i i i i,,,v,,,, i `i���i BUILDING.° ALARM TO BE ON 3 BARS 12" O.C. FOR SEPARATE CIRCUIT FROM PUMP INV. IN 2" PRESSURE LINE •;•r., r, ;. # 1500 GAL. H-20 S VERTICAL REINFORCEMENT :., :., •,.,�. ALARM ON 700 GAL.+ SLOPE TO DRAIN BACK TO PC FLOAT SWITCH RESERVE WEEP HOLE 2" CLEAR SETTINGS: PUMP ON CHECK VALVE 4" WORKING RANGE 8" ZOELLER "WASTEMATE" `60.9' BASE ELEV. 4" h'�`•` 28:'. .. PUMP OFF 12" SUBMERSIBLE MODEL M282 1/2 HP PUMP SYSTEM (OR EQUAL) NATURAL SOIL TEST HOLE LOGS 000000 00� oo� oo� PUMP CHAMBER MBL�R DAVID FLAHERTY, R.S., SE2755 N WA V l A L ENGINEER: CONC. RETAINING L GROUNDWATER ADJUSTMENT DATA: NOT To SCALE (NOT To SCALE) WITNESS, DONNA MIORANDI, RS fTl DATE: JANUARY 29, 2009 WELL: SDW-252 ZONE: B DT. WELL. D PERC. RATE _ < 2 MIN/INCH ADJ: 2.9' _ CLASS I SOILS P# 12446 ELEV. ELEV. (� ELEV. ELEV. REMAINS OF WALL AND RIDGE LINE 4 � �� `�/V3-0p" 1 63.6' p" 63.6' 0 `f 63.4' p» 63.4' 31 70' 7. A A _�__ �. � l000 fTl `LS 1 LS _ __ _ ._ � LS - �y Ls - ,,_,,,-,,,_w_w-r.w_ _�k x I N --------- w--�-w w-r- w r w r��3�6-_r --P -�WqT NE - - _ _ _ GAL. PC r I\ ,��--- �o-as---- f--- --c�-o�-------- 5 -w�P' ERLI 1OYR 3/2 1OYR 3/2 1OYR 3/2 1OYR 3/2 I ------71.6 _-r_"' w-►-w-_ ` \ \�64.43 611 6" __ 7" 6" x \ I am_-__ _____� __-T _ EXIST, GRAVES w�r�w� \ " 64�6fi9 5';;REMOVAL OF UNSUITABLE SOIL REQUIRED -tt- ROAD-'----- w-� I I \\ A2 I 14C 70.18 --- -ea- x---X� A11 � 11 .za_--------- 2 w--- �\�64.18 AROUND PERIMETER SOIL LAYER.LEACHING FACILITY, B B B B PROP. GARAGE i 29 �X�_ _ - w�_ 73.15 w/ FOREMAN'S APT. ' 70.18 68.01 , (��6 • 66.59 car _ \\ WITH CLEAN MED. SAND, TO MEET LS LS LS LS f I- -t -X x A13 1 - --- 63. 7 UPLAND X 1� \ WORK -��o_ SPECIFICATIONS OF 310 CMR 15.255(3) j 1 \ \ x '► - Al -t\ 6" PIPE K UMR UNE _ - .3g___ 63.8 9i " ' 2. 9 1•,70.42 I 1OYR 6/6 1OYR 6/6 1OYR 6/6 1OYR 6/6 72.68-• 73.27 I t• 770.72 x� - -_ - \\� 36 60.6 34 60.7 34 60.5 36 60.4 ��13 27 73.01 i ^ �70.\ X r56-D-1 / �" � _ x__.AX 6 g'81 POSSIBLE PIPE (LOCATE AND VARIANCES REQUESTED FROM �a o� A8� d 0 SEAL WITH CONCRETE) /•� o � • 68.55 � A9 63'.31 0 63. D2 I I \ . 72.11 + A14 66.79 5 \� \\ y\\� BARNSTABLE BOARD OF HEALTH REGULATIONS: Dt • 72.25 x x x 2 \ 6 C1 C1 C1 C1 \ PERC CS CS PERC CS CS 290 D4 { 72.3� 7 .74 I /x /M/ \ c 72.77 / \rVO� \ / / A1� 6 04 \ • 63.891 \ 63.23 PROP. CONC RET. WALL (OR SEC. 360-1: REDUCTION IN SYSTEM SETBACKS TO 10YR 6 4 15 I x�7 r. 5 x��x + e- - 9 j3 59 ` EQ.) AT 5' OFF SAS IN WETLANDS (PUMP CHAMBER TO WETLANDS, 100' TO 56.2'; 10YR 6/4 10YR 6/4 10YR 6/4 /6z.o7 ,\ 9 95 of O 0 \\ AREA SHOWN (SEE DETAIL) SAS TO WETLANDS, 100 TO 71 ; RESERVE 100 TO 63 ; 78" 57,1' 76" 57.2' 72' 57.4 72" 57.4 i A21 A16 67.28 �N O1 �j TOP AT EL. 65.9' D14 / / r 7�293 �7. 6 TER 2 2 SEPTIC TANK TO WETLANDS, 100 TO 72 ) 72.27 / / �\ I A20 0.31 / 67. 7 �64. 'N/�F OBS G-W OBS G-W OBS G-W „ OBS G-W I / / D5 72.0� I A22 �7o.s2 \ / / �� RT I'-3'1 \ \ �� \�.13 102" 100" 82" 100 - -� �9.7A17 40 62.80 _70.81 .04 \�9.38 �/ A6) I \ 0'09 Al� / 63.30 • 63.41I � , BENCHMARK: USE C. BASIN F$ FS MS FMS ID13 \\ 6k 7 'g�2.04 \ / \ -P9.43' 50.8, \ I � • 1.84! � � AT ELEVATION 62.2' UPLAND I A23 70.3 / \ J \ \ 11 2.5Y 7 3 2.5Y 7 3 2.5Y 7 4 2.5Y 7 3 62.b / / / / \ D6 �7�101 / \ �62_.68 • 63.82 q� • 61.57 - / (70.54 63 63.06 I \II A24�/7 i.21 •_6 s\ = 63 3 . �3.58 ° -PROP. VENT:WITH CHARCOAL FILTER 72 25 v 6241 AND BUGSCREEN (FINAL "PLACEMENT BY " ' " ' " ' " ' D12 D7 n71.o1 0 1 9 �' II, 120 53.6 120 53.6 120 53.4 120 53.4 6 .44 CONTRACTOR WITH HOMEOWNER -- 1 31 \ 71.51 63.49 \\ ' 6 06 11.77 CONSULTATION y7L8�9 \ 4 " n 6 91 7I " D8 7 I �11.61 72.12 �(71.82 I A3 34 SYSTEM DESIGN. 62.28 • / i- 71.58 6 / GARBAGE DISPOSER IS NOT ALLOWED = .86 82 .30 �61.99 8/� �A54.so DESIGN FLOW: 2 BEDROOMS ® 110 GPD = 220 GPD _ - 72.56 94 �4.97 " / Br USE A 220 GPD DESIGN FLOW j -72"19 � / " 59 42.31 1 C1 54.1 SEPTIC TANK: 220 GPD (2) = 440 USE A 150 GAL. H-`2 SEPTIC TANK OG L OSE CTIT AN USE A 1500 GAL. H-20 PUMP CHAMBER (MONOLITHIC POUR) (SHOWING TITLE 5 COMPLIANCE) LEACHING: (8) CULTEC UNITS IN FIELD CONFIGURATION OF 2 ROWS OF 4 UNITS, FOR TOTAL OF 427 EFFECTIVE LEACHIN OF AREA (256 SF x 1.67). 427 SF x 0.74 = 315.3 GPD All 1 ** 7 GR 2 BEDROOM DEED RESTRICTION REQUIRED WEST BARNSTABLE LEGEND- MA PREPARED FOR 99 - EXISTING CONTOUR APPROVED DATE BOARD OF HEALTH X EXIST. SPOT ELEV. PATRICIA HAMMEL MURPHY 99 PROPOSED CONTOUR off 508-362-4541 (98.4 fax 508-362-9880 " ] PROPOSED SPOT EL. downcape.com © �\(NOF�jgSs ALA uC AgSS MARCH 31 , 2009 /� u� • •w •Nw � DANIELA. � DANIEL TH1 TEST HOLE NO�� CQpe e�8'�neer���, �iiC. o� OJALA `�` "o A. I ®JALA Scale: 1"= 40' CIVIL No,40980 C/V/l engineers 46502 � .o Z� SLOPE OF GROUND a . £ land su/-veyo�s �o �F �, m ��� s \n�� 939 Main Street ( Rte 6A) �Fs8 aJs ��� \`� 0 20 40 60 80 100 FEET UTILITY POLE 2 �( 1;qej NAL + YARMOU THPOR T MA 02675 ✓� ,.>. pJ FIRE HYDRANT DATE DANIEL A. OJALA, 0 -33V NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING P.E., P.L.S. 02-336 SILT FENCE ASBLT.DWG(SBO) ALL SYSTEM COMPONENTS SHALL BE SYSTEM PROFILE MARKED WITH MAGNETIC TAPE OR NOTES qr'o COMPARABLE MEANS FOR FUTURE LOCATION. 20" DIAM MIN. WATERTIGHT SECURE C.I. (NOT TO SCALE) 1. DATUM 15 APPROX. NGVD (GIS POT ELEV.) 20" DIAM MIN. WATERTIGHT SECURE C.I. ACCESS COVERS TO FIN. GRADE PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE oel j ACCESS COVERS TO FIN. GRADE 06 1 2. MUNICIPAL WATER IS AVAILABLE coddler Lane 72.75' FTj REQUIRED PROP. VENT 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 7 0. MINIMUM .75'�OF COVER OVER PRECAST F-63-.97' MINIMUM .75'�OF COVER OVER PRECAST 2% SLOPE R DZVER SYSTEM F677-.-f I DESIGN 'LOADING FOR ALL PRECAST UNITS TO BE II 8" MIN. DIAM PRECAST H-10 AASHO H-22 RISERS (TYP.) PROVIDE TEE 4"OSCH40 PVC Street 4*SCH40 PVC 2'0 PIPES LEVEL 1ST 2' 2" DOUBLE-WASHED PEASTONE V MAX 5. PIPE JOINTS TO BE MADE WATERTIGHT. LOC Oak 9* MIN. (OR GEOTEXTILE FABRIC) 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH WATERPROOF 14" EL. 66.4' ponds ��*68.75' WATERPROOF 10" 310 CMR 15.000 (TITLE V.) 10" 14" 1000 GAL H-20 TEE one Three -20 TEE ace 000 GAL H 61.4' MIN. 68.4 TEE TEE MONO-POUR -,6 6-0 -06 6-0 ;0;q 0;0 000000 1 �\68.20' 0 0 OC :Z196:6gi: : :6 1150.;0. SEPTIC TANK PUMP CHAMBER 0 . ogagogogogagogogogogogogogogogo:o : ' 000 ogow000, 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO 0 0 a 0 0 - .00NN: O.-O-o-,4' LIQ. 'LEVEL PROVIDE 6 .9, 0'0,0go"o GAS (SEE DETAIL) 0:0:!:!:!:R :C :09:909090909090:0gog 0 .000.00-000. BE USED FOR LOT LINE STAKING OR ANY OTHER 0 0 �0 ONO 0N0X0g0X0X0N0X0N0:G20 0 0 0�00 GAS BAFFLE & 0909:9:9:90: 0 1 g0X010X0X0,w ACME OR EQUAL B`AFFLE L 0 PROPER COVER 0,.0. 6 6.12' 65.95' PURPOSE. I.: TUF-TITE EF-4 OVER 4" PVC SET AT .005/" SLOPE EFFLUENT FILTER P ESSURE 6" MIN. SUMP \-ON 6" DOUBLE WASHED 3/4" 1 1/2" STONE 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. L/ %j UP (OR EQUAL) 0 0 0 0 0 UP UP UP 0'O'c 0 0'0'O,0w0,0,O,0 0'0 C D 0 0 0 0 0 0 0 0 0 0 0 PIPE D 000000000000000000000c DO 0 0 0 0 0 0 0 0 0 0 C 12" MIN. IINT. DIAM. 0 0 0 0 0 0 n 0 0 0,,O,,Or DEPTH OF FLOW 4' Dnononoono 0 r% ^ r% r% r" " 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED 6" CRUSHED STONE OR MECHANICAL WITHOUT INSPECTION BY BOARD OF HEALTH AND TEE SIZES: T"%OrO"%0"%Or, r COMPACTION. (15.221 [2]) 5.0' PERMISSION OBTAINED FROM BOARD OF HEALTH. CRUSHED STONE OR MECHANICAL PROVIDE 11.9, INLET DEPTH = 1 Oil COMPACTION. (15.221 [2]) POURED IN 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING OUTLET DEPTH 14 PLACE BOOTS DIGSAFE (1-888-344-7233) AND VERIFYING THE AT I IN LET AND LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP ADJ. G-W EL. 60.3' OUTLET PRIOR TO COMMENCEMENT OF WORK. NOT TO SCALE SCALE 1"=2000'± (_1_7. SLOPE) 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE _1.8% SLOPE) (-L-% SLOPE) REMOVED 5' BENEATH AND AROUND THE PROPOSED ASSESSORS MAP 173 PARCELS 78 & 5 LEACHING FACILITY. 53.4' BOTTOM TH-3 LEACHING FOUNDATION- 14' SEPTIC TANK 376' PUMP CHAMBER 60' D' BOX 49 FACILITY LOCUS IS WITHIN FEMA FLOOD ZONE C EL. 6 6.4' 1 o" 40 MIL POLY VINYL AND MASTIC ON INSIDE OF RETAINING WALL I VARIANCES REQUESTED FROM E: CONDUIT FROM GARAGE REQUIRED BARNSTABLE BOARD OF HEALTH REGULATIONS: (6) #3 BARS CONT. FOR ---HORIZONTAL REINFORCEMENT SEC. 360-1: REDUCTION IN SYSTEM SETBACKS TO (TYP) WETLANDS (PUMP CHAMBER TO WETLANDS, 100' TO 56.2'; 4.0' 2" CLEAR ALARM AND-CONTROL PANEL SAS TO WETLANDS, 100' TO 72'; RESERVE 100' TO 72'; 1, TO BE INSTALLED INSIDE 0 BUOYANCY CALCS: TO 72') EL. 64.0'(PROP) BUILDING. ALARM TO BE ON SEPTIC TANK TO WETLANDS, 100 1000 GAL H-20 PC WEIGHS 14500 LBS SEPARATE CIRCUIT FROM PUMP INV.jN #3 BARS 12" O.C. FOR 2" PRESSURE LINE 3.65' x 9 x 5.25 x 62.4 10761 LBS UP (OKAY) 1000 GAL. H-20 S VERTICAL REINFORCEMENT I SLOPE TO DRAIN BACK TO PC ALARM ON 700 GAL.+ RESERVE WEEP HOLE FLOAT SWITCH SETTINGS: �iPUMP ON CHECK VALVE -2" CLEAR I - b- 4" WORKING RANGE 8 ZOELLER "WASTEMATE" SUBMERSIBLE MODEL M282 1/2 HP PUMP TEST HOLE LOGS 61.4' BASE ELEV. 4' [lump OFF SYSTEM (OR EQUAL) TEST HOLE LOGS ENGINEER: DAVID FLAHERTY, R.S., SE2755 NATURAL SOIL DAVID FLAHERTY, R.S., SE2755 WITNESS: DONNA MIORANDI, IRS ENGINEER: PUMP CHAMBER ENGINEER: 22, 2008 CONC. RETAINING WALL DATE: (NOT TO SCALE) WITNESS: DONNA MIORANDI, IRS NOT TO SCALE PERC. RATE < 2 MIN/INCH DATE: JANUARY 29, 2009 DWELL. PERC. RATE < 2 MIN/INCH p# 12327 CLASS I SOILS p# 12446 PROVIDE STOR-BURN OR COMPOSTING (FAILED) (FAILED) TOILET ELEV. ELEV. ELEV. ELEV. OLD ELEV. OLD ELEV. REMAINS OF WALL AND RIDGE LINE E::��l 17-771 0 PROPOSED H-20 1000 GAL. ST 63.6' oil 630 oil 63.4' oil 63.49 oil 63.4" , 0" 63.4' 317.70' -20 A A A A A A A3-0ro- 1000 LS LS LS LS GAL. PC LS LS N PROP. WATERLINE 10YR 3/2 10YR 3/2 1 OYR 3/2 10YR 4/1 10YR 4/1 - ---------7--- 7L--- ----------- -------:-w-_4ztt- 10YR 3/2 1299 20' 64.43 ---- --9-6 376 0 1.8% 64. 6 619 B B --- EXIST. RAVEL • .6 71' 6 ............ 9 5' REMOVAL OF UNSUITABLE SOIL REQUIRED--------- ROA&----- 'lip AROUND PERIMETER OF LEACHING FACILITY, LS_ LS 70.18 C�2 w "t 0 B B B -6-�.29 A2 �\64.18 DOWN TO SUITABLE SOIL LAYER. REPLACE 10YR 6/4 60.5' 10YR 6/4 60.5' PROP. GARAGE 73.15 FOREMAN'S APT. 70.18 68.01 66.59 - ----- WITH CLEAN MED. SAND, TO MEET LS LS LS LS 40" 36" V/ , v�,Al 3 .16 IL liap- ------434-0 63. 7 SPECIFICATIONS OF 310 CMR 15.255(3) UPLAN 12._9 ,_� 71.. 1:�).42 *rr LJAfj' 63.8 10YR 6/6 10YR 6/6 1 OYR 6/6 60.' 10YR 6/6 6' PIPE -X 3611 4's $1 60.4 C1 C1 60.6' 349p 60.7' 3 59 36 72.6a--73.27 70.72 _70.04 0 - .81 SIL SIL X_ 6 4 POSSIBLE PIPE (LOCATE AND _--7 3.2 7 73.01 A9 _X_ z-.-S-6 D3 63.31 63. 68.55 d 0 SEAL WITH CONCRETE) 2.5Y 7/3 2.5Y 7/3 Ai \ I 2 \\ C11 C11 C11 C1 I I A114� 66.79 42 D, - 72.25 72.11 57.4' 57.4' PERC CS CS CS CS 789) 120' Z<2.90 72.342 .6 - D4 A 7 .74 4t)l PERC 2 77 _417. A14 PROP. CONC RET. WALL (OR 5 67.04 0 63. 9 33.23 EQ.) AT 5- OFF SAS IN 10YR 6/4 10YR 6/4 1 OYR 6/4 10YR 6/4 6- A7) 62.07 0�1 AREA SHOWN (SEE DETAIL) C2 C2 9.95 A16 67.28 n TOP AT EL. 66.4' 57.1 7619 57.2' 0 57.4' 57.4' CSL POCKETS CSIL A21 - 7. _n I TH 72 LS, M S 1 7810 7211 \D14 711293 A20 67. 7 1 ai 1 72.27 --\70.31 "I �11 .1.3 OBS G-W OBS G-W OBS G-W OBS G-W 10YR 6/8 10YR 6/8 D5 �72.0� A22 �-70.52 "I "I 6� ;11 1 2' 102" 100 100" R91t -.6_9.7A1 7 z .40 8291 138" 144" 6)62.80 ---_70 81 .04 69.38 A rem- C2 C2 C2 C2 7 -9�2.04 Afi - 63.30 - 63.411 BENCHMARK: USE C. BASIN FS FS MS FMS D13 T-4 I C3 C3 ___15 3 1.8,/ 50.4' AT ELEVATION 62.2' A23 • 6 2.5Y 7/3 2.5Y 7/3 2.5Y 7/4 2.5Y 7/3 70.3 62.68 SILT CLAY SILT CLAY 61.57 UPLAND D6 \7�ioll ----. 63.06 .82 LOAM LOAM (70.54 03 --PROP. VENT WITH CHARCOAL FILTER- 6 63.58 A2t/71 D12 �72.25 D -21,71.01 63 73 -4 62.41111 AND BUGSCREEN (FINAL PLACEMENT BY 120" 53.6' 120" 120" 53.4' 120" 120" 5BG 6/1 5BG 6/1 6,�?4 4 CONTRACTOR WITH HOMEOWNER 53.6' 1 1 1 156" 1 53.4' 168' 1 53.4' 7 D8 71.31 71.51 4 62-19 CONSULTATION) 1.77 D10 6 062.�� 7-1-_83)91.84 -� - 63.49 61. WATER WEEPING FROM PIT, 96" 1.61 7: 72.12 (71.82 A.3 .34 62.28 GROUNDWATER ADJUSTMENT DATA: 71.58 WELL: SDW-252 1.86 .82 .30 ADJE2.9' _173.31A SYSTEM DESIGN: 54.60 1.94 ,�� /r2.56Br54.97 -7219 462.31 59 GARBAGE DISPOSER IS NOT ALLOWED C DESIGN FLOW: 2 BEDROOMS @ 110 GPD 220 GPD USE A 220 GPD DESIGN FLOW" **2 BEDROOM DEED RESTRICTION REQUIRED TITLE 5 SITE PLAN SEPTIC TANK: 220 GPD (2) = 440 (SHOWING GREYWATER SYSTEM) USE A 1000 GAL. H-20 SEPTIC TANK (ALLOWED UNDER 15.262(2)(a)) OF USE A 1000 GAL. H-20 PUMP CHAMBER (MONOLITHIC POUR) LEACHING: 7 GREAT HILL ROAD 220 GPD x 0.5 110 GPD (GREYWATER SYSTEM ALLOWS 50% REDUCTION) CENTERVILLE LEGEND BOTTOM AREA: 19' x 8' 152 SF (.74) 112.5 GPD (OK) PREPARED FOR 99 - EXISTING CONTOUR USE 19' x 8' SCH. 40 PVC PIPE AND STONE SYSTEM X EXIST. SPOT ELEV. PATRICIA HAMMEL MURPHY 99 PROPOSED CONTOUR off 508-362-4541 fax 508-362-9880 OF hfq&. F Mq 198-4] PROPOSED SPOT EL. downcope.com @ MARCH 31 , 2009 TH1 V DANIEL DANIELA. REV. 6/22/09 (FILTER own cope en OJALA A. TEST HOLE engineering, h7c. 0 REV 4/27/10 (SAS, REMOVE ESMT, I TEST HOLES) civil engineers CIVIL OJALA SLOPE OF GROUND .46502 No.4098) Scale: 1"= 40' land surveyors <3 41. P, , 4 , MA 9,39 Main Street ( Rte 6A) GIST APPROVED DATE BOARD OF HEALTH UTILITY POLE N L YARMOLITHPORT MA 02675 0 20 40 60 80 100 FEET FIRE HYDRANT DATE DANIEL A. OJALA, P.E., PL..S. 02-336 NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 10- WATERPROOF 000 TEE MONO 00 0 00 6.1 12 IST DWEL . 02-336 SILT FENCE ASBLT.DWG(SBO)