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HomeMy WebLinkAbout0008 RUE MICHELE - Health .8�RUE MICHELE Barnstable (formerly #0 aka 20) A = 335 — 073 ii 3I„ k 111 I, 1111� a P Omford.. NO. 1521/3 BLU 10% a o .1� � p � � M I d � � , �?� N � o ��� a �� �i ._ �� t y a u P �. G �� r i F e � .� _� _ e r; - t } Y4 � Y May- lea � t X i F n � a t 3 ' ?n f ,�d^•eA't,.'=, mow f t£ } Y e 7 K a :`+ sq :15 t ram,- 1 Y'p�Y fnot42 4 4 ��r Lek t t - n t i t J i �oFs Tom" Town of Barnstable Barnstable 1 edcaC i E.BARNS[ABL Board ofHealth �fn►��' 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Paul J.Canniff,D.M.D FAX: 508-790-6304. Donald A.Guadagnoli,M.D. Junichi Sawayanagi August 9, 2017 Mr. Brian G. Yergatian, P.E. BSC Group 349 Route 28, Unit D West Yarmouth, MA RE: Variance Granted / 8 (formerly 0 and 20) Rue Michele, Cummaquid A= 335=073 Dear Mr. Yergatian, You are granted conditional'.variances, on behalf of your client, Ernest J. Jaxtimer, JHJ Realty Trust, to construct an onsite sewage disposal system at 8 Rue Michele Road, Cummaquid, Massachusetts, designed for three bedrooms without incorporating innovative/alternative (I/A) nitrogen reduction technology. The variance granted is as follows:` Section 360-18 W: The soil absorption system will be placed in an area where there is not at least four feet of naturally occurring pervious soil below the entire leaching facility. Only 2.83 feet of naturally occurring soil is available above the seasonal high groundwater elevation in the area of the proposed leaching facility. This variance is granted with the following conditions: (1) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. Q:\WPFILES\BSC Group Yergatian 8 Rue Michelle 2017.docx (3) The septic system shall be installed, in substantial compliance with the revised plans dated July 21, 2017. (4) 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 revised plans dated July 21, 2017. This variance is granted because the submitted plan does meet all of the provisions of the State Environmental Code, Title 5. Although the applicant fails to meet a particular provision of the Board of Health Regulation, it appears that the new septic system will provide the same degree of environmen'tal protection as normally required. I c rely yo rs Va , Chairman Q:\WPFILES\BSC Group Yergatian 8 Rue Michelle 2017.docx '° ass,s� i �- c7 �ME RQf�I / DATE: FEE: l D . I BAMgrneLe Mass. REC.BY: Town of Barnstable SC$ED.D ATE: ' Board of Health Chi 200 Main Street,Hyannis MA 02601 14 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald A.Guadagnoli,M.D. Alternate:Cecile Sullivan,RN,MSN g VARIANCE REQUEST FORM LOCATION Property Address: 0 Rue Michele(a.k.a.20 Rue Michele) Assessor's Map and Parcel Number: Map 335,Parcel 73 Size of Lot: 1.24 Acres Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: Rue Michele APPLICANT'S NAME: Thomas Moran Phone (508)326-1980 Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: Ernest J. Jaxtimer, Tr,JHJ Realty Trust Name: Brian G. Yergatian, P.E. (BSC Group) y Address: 48 Rosary Lane, Hyannis, MA 02601 Address: 349 Route 28, Unit D,W. Yarmouth, MA 02673 Phone: Phone: (617)896-4590 EMAIL: -byergatian@bscgroup.com VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) Article VIII, Sec. 360-18(A) Requesting modification of previously approved_ variance for a reduction of the proposed design flow from 440 GPD (with I/A)to 330 GPD without l/A. NATURE OF WORK: House Addition LJ House Renovation LJ Repair of Failed Septic System LJ K i Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in S separate,collated packets. _ Five(5)copies of the completed variance request form - Five(5)copies of engineered plan submitted(e.g.septic system plans) Five(5)copies of MA DEP approval letter for I/A septic systems only. Five(5)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) A completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian Signed letter stating that the property or business 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_Five(5)copies of full menu submitted(for grease trap variance requests only). $95.00 variance request application fee collected (No,fee for lifeguard modification renewals , grease trap variance .renewals [same owner/lessee only],outside dining variance renewals[same owner/lessee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) t Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Paul J.Canniff,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Donald A.Guadagnoli,M.D. C:\Users\Decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BMQD49H2\VARIREQ Rev APR2017.DOC Date: July 6, 2017 From: BSC Group, Inc. 349 Main Street,Unit D CERTIFIED MAIL RETURN RECEIPT REQUESTED West Yarmouth, MA 02673 Re: #0 Rue Michele,Cummaquid,MA Dear Abutter: A public hearing has been scheduled for the Barnstable Board of Health to take action on an application for variances from the Regulations of the Mass. Department of Environmental Protection, Title 5, and/or the Town of Barnstable Regulations for Subsurface Disposal of Sewage,as follows: Title 5 None Town of Barnstable Article VIII,§360-18(A): Variance requested to allow installation of a.leaching facility in an area with 2.83 feet of pervious soil above the seasonal high groundwater elevation in lieu of 4 feet,as required. Said hearing will be held in the 2nd floor hearing room at the.367 Main Street Town Hall Building on July 25, 2017 at 3:00 p.m. The application and plans are available for review at the Barnstable Health Department, 200 Main Street, Hyannis, Monday through Friday (excluding holidays) from 8:30 a.m. to 4:30 p.m. Sincerely, r - Brian G.Yergatian, P.E.,.LEED AP Project Manager/Associate cc: Barnstable Health Department \\bscbos\yar\Projects-YAR\4882804\_PrjCtrl\Submissions\2017-07-06 bgy LT abutter notification.docx f January 25, 2017 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 RE: Owner Authorization,Assessor's Map 335, Parcel 73,Barnstable,Massachusetts Dear Sir/Ma'am; As the owner of the property referenced above,,l hereby authorize BSC Group,Inc. to:represent. the interests of this property, regarding the current request-for variance(s)from Massachusetts Title V and the Rules and :Regulations of the Barnstable Board o£.Heal.th. Sincerely, Ernest J. Jaxtimer, Trustee JHJ Realty Trust 1/25/2017 + AbutterReport . Board of Health Abutter List for Map & Parcel(s): '335073' Direct abutters (no set distance) and the properties located across the street. Total Count: 8 Close C , 335026 A UMMAQUID MA LIBRANDI,MARSHA PO BOX 396 02637 3035/143 335027 BURKE,HELEN 4073 MAIN ST./RTE BARNSTABLE,MA 2 6A 02630 5257/96 335028 WHITE LINCOLN E JR 142 WEST STATE GRANBY,MA 27487/194 &BARBARAJ STREET 01033 335058 SAMUELL,CARYN LEE PROUDEST MOM OF ALL PO:BOX 441 CUMMAQUID;MA 18261/98 TR TRUST 02637 335065 ELLIOTT,MARCIA PO BOX277 CUMMAQUID,MA 19955/41 ���JJJ 02637 335071 SCHOOLEY,SCOTT M 6 WOODSIDE CIRCLE HARTFORD,CT 22076/286 &MUSILLI,GIULIANA 06105 . 335073 JA IMER,ERNEST] CJHJ REALTY TRUST 48 ROSARY LANE 02601 IS,MAJTR 22401/178 336053 BURTON,BEVERLY A PO BOX 96 CUMMAQUID,MA 19783/45 02637-0096 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 certifled.list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 1/25/2017. http://maps.townofbarnstable.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 1/1 Town of Barnstable Geographic Information System January 25, 2017 336082 336054 I y 336o4- #331'] #4096 #4140 351007003 351002001 351002002 351060� 351061 336019 Z #9 336041 336043 36092 336046 'y[ 336051 ,ti #0 #4170 - #4190 #16 #4224 } #55, R1 #41 #60 #4044 336049 #4084 361004 #45.. #4042. pas 11 r 336066 336049001 t 351050# 31' �. Z #42 #4070 3, 3366112 . Q; r 336052 351049f 351048 0 #39 336040 3360072CND 336048" #4099 # 416 #211 336044 #4054 G 336639 #4022 : #4040�336047 : #4 046 335027 335024 #3990 d #4046 ..;.;;:::� #4073 5 #27' 335025 D 336088 ::•:335028..•.. 3 1#000, #3970 #4010 : #4061 : .:•:::.•}::::'::::'i i '.}: 351047 l # 336053 ......:•....:.... .:..::f. '•i:<:i #4181 #1055 b ....0 . E6q 335075,i �,8: :...;.::..'::•'i'f':r' ':#4083;:; 335023 #4007 #4029';, #39 1 tD #4039 :....:.•:: -::.:• :'•::•:;;•::: ::::.: 350050 1714005 : #4019 335073;::•<; a #4027 p 336032 335065 335049 035048 335033 #37 350008001 :. #3951 #39 #3941 335034 #3985.: �'••'� '.�i;. ..; . #3965 335066 350007002 #49.. , :...•..•.:..........:.. 335071 335045 , ; :;#0: a #4257 335046 r#46 335076 335067 335062 #16. #81 335026 , `#62 336061 #4I :rr;•,: 351047062:. 335036::., . .. 00 ❑. #76 1 #116 335 i 069 BF 335035 '-p 335060 #70 �3008002 #42 „#100 #4011 :..,:;. 335041 #65 #93 :336038 : 335040 Cf#79 Q #105 335037 335029001 �c.' #98 #.119 335029003 ii'::;:':::..i:.. {:liii'`..• ::. 97 335078002 #46rs 335029002 335078003 #102 :•.:. ::: #45 335029 .';: • 350001 O #101 335055 335077: 0 #T46 F t #0 335084 #195 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:335 Parcel:073 Board of Health boundary determination or regulatory Selected Parcel g ry interpretation:.Enlargements beyond s scale of Abutter List Type—Direct abutters(no set distance)and the.properties located 1"=100'may not meet established map accuracy standards. The parcel lines on this map W ,� are only graphic representations of Assessor's 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 e Crocker, Sharon as 17 From: Crocker, Sharon Sent: Tuesday, April 18,2017 5:58 PM To: '(field@bscgroup.com' Subject: FW: -0- Rue-Michelle (a.k.a. 20 Rue Michelle) Barnstable 617-896-4581 TO: Craig Field Please see email below. . . Brian Yergatain had filed paperwork in February 2017 requesting variance(s) from the Town of Barnstable Board of Health. Changes were made and he moved this item to April. Do you know whether he has anything to submit for next week's meeting? Or, would he like it continued until the May 23, 2017 meeting. If he would like it continued, I do need something in writing (an email is fine), which requests this. Thank you for any assistance you may offer. Sharon Crocker Office Manager ° Public Health Division 508-862-4644 From: Crocker, Sharon Sent: Tuesday, April 18, 2017 5:50 PM R To: lbyergatian@bscgroup.com' C' i FJJ Subject: -0- Rue Michelle (a.k.a. 20 Rue Michelle) Barnstable 617-896-4590 TO: Brian I am pulling the packages together for,our next Board of Health meeting'nextTuesday,April 25, 2017. . Do you have some paperwork for the Board. .Are.you going to be requesting a postponement? Please let me know. . Thank you. Sharon Crocker Office Manager Public Health Division 508-862-4644 i to Crocker, Sharon From: Yergatian, Brian <byergatian@bscgroup.com>. Sent: Wednesday,.March 15, 2017 11:54 AM To: Crocker, Sharon e Subject: RE:_-0- Rue Michelle (aka.20 Rue Michelle), Barnstable Hi Sharon, . There is nothing new to report. We would like to continue until the April 2017 public hearing.`Thank you Brian G. Yergatian, P.E., LEED AP I Project Manager&Associate: , BSC Group 349 Main Street, Route 28 West Yarmouth MA 02673 direct 617-896-4590 main 508-778-8919 ' From: Crocker,Sharon [mailto:sharon.crocker@town.barnstable.ma.us] " Sent:Tuesday, March 14, 2017 11:09 AM , To:Yergatian, Brian <bvergatian@bscgroup.com> Subject: -0- Rue Michelle (aka 20 Rue Michelle);-Barnstable 617-896-4590 TO : Brian Yergatian T g , am putting the Board packages together.and I am wondering whether there is any new information to include in the package for the March 28th meeting. The Board received the paperwork last month and it was postponed until March. Any new plans, etc.? Please let me know. Thank you. . Sharon Crocker Office Manager Public Health Division - 508-862-4739" CL� � � b7 � �� a� a �� � �7 i 6®a� h� � � i J hb DR. MARSHA ALIBRANDI 4093 MAIN STREET PO Box 396 CUMMAQuID,MA 0263? 508-362-4993 H MARSH[QMEGANET.NET CELLITEXT 203-305-2800 Town of Barnstable February 23,2017 Board of Health 200 Main Street Hyannis,MA 02601 Dear Members of the Board Regarding your upcoming February 28 Review: In response to your recent Abutter Notification, and as homeowner of Map and Parcel 335-026, I am writing with concerns regarding the most recent attempt to increase the opportunities on a proposed project by BSC on the part of"Tom Moran" on Map& Parcel 335-073: #0 Rue Michele,AKA#20 Rue Michele., N �, I' Enclosed are: Pages 1-2)Your Board's September 17,2007 Letter of Conditions on a plan proposed for this property 3) Showing maps of my own and the property in question,highlighting the location of my Existing Well (since 1984),and showing various"owners" of the property in question. 4)The current 2017 BSC Plan whose request before you is to reduce the required Article VIII required 4'to 2.53' 5) Current maps showing my abutting property and pond,all sloping downhill from the lot in question 6)TOB GIS property and aerial maps of the abutting properties showing: A. the current owner of "0" Rue Michele and B. the drainage of Drowning Pond from my 4093 Main Street(335-026)property to the Mill Creek system, Barnstable Harbor and Cape Cod Bay. My primary concern is protecting my own well. My tenancy on my own property is affected by the conditions immediately adjacent to that well. I was present during the digging of some 3 percolation test wells, and have spoken with the Health Department staff member who dug the wells. The concerns that lead to my notifying you of the surrounding area (not to mention the perched water table and wetland on its property) are the ever-expanding plan of the building footprint and number of bedrooms on this property that could cause an imbalance of conditions potentially affecting the health of my own well and the surrounding downstream system. I greatly appreciate your consideration of my concerns, as I appreciate your previous conditions. Sincerely, Dr.Marsha ibrandi Author&Principal Investigator,GIS in the Classroom Director of Secondary Teacher Education,Fairfield University(Retired) Coordinator of Secondary Social Studies Education,NC State University(Reitired) Social Studies Teacher,Cape Cod Regional Technical High School,(Retired) Abutter Dr. Marsha Alibrandi filing to Board of Health Hearing Hearing: Feb 28, 2017 Re: BSC Application for Variance of Septic System Requirements on 335-073; `r#0" Rue Michele AKA#20 Rue Michele Please see specifically the Board's point 2 below. 77 i �Otvv 0 - ! '�• aLiY6i`' ,q � ='Yts'7.�.. >XYR• �-�Ad'e ..: 1s �33.frE.19w �. M ,�„�; a aiv S WE �rtbei 17, t}t9? Mr: Mal*Cribb. P. : OsC Group . 657 Man•str et Unit,611 'West Yarn nouth. MA p Y§a {,� �.e� ,y ■�. y ,;.W rt.��y 4+1 "l ` r°`a"�'14�%C,�.L}-RUL'YYsICiI�r `1U�ft= ,../r•A. k a d±. s�'F,: L✓ce",6a{J 1X/1 n.1.�r�1/#Jj 5 j X V oa Ybu are grnte+ c�r►tlitronl varrqGes on behdlf csfssur { arcra �lt►ott, tv k costs#rvc#-an pan:srte sewage ctrspcas�� systeran @ 0 �tue M►chei Et+ A �umm Uud py �.9�i !tires �. p� bedreranis v�rrtt�ou� ��.v►��r.�ra'km� � � ,� Xt, � �: Y�f.ssach `dlh innovativelalternat ve(f1A}rr�trQgen reduct�4n tecfiribla y x� Thysriance g�antetl �s as faliows a. section 36Q-18 ( ►i The so77 absorpt�4n systernu�ll be':p�lar, d mrt area uvhtre there�s a nt>t at'teasf fflur feet of r#aturalty occurnng;pery 66%. beiovuentire fie�c�tt�ig f�ct��fiy .�a dr x r�, r $ s"` rd"�9`� �s +'''yygty i), n r,. r„'Y t, •¢ ,. q k 'Y ° °+'�F'�' " 'F'3ti + n.^u .4a+a N uk .�ds d • ,,. This variance rs grer�ted"Ith'the foflawin -'-C6n (t) The destgnir?g engfinee '%shallsttbrttrrbgen Xoctr �calulatigns based upon the actual size ofTMthe roposedtaWWINhar� dvr�}� goo# : .nenaV n krac�e 14 } the:'Cape God met�hodaloty� c Mmene bX Loading, utrt�z�ngthe eatac� e o w Corrtmission, st�all:hvtkexceede� k a pefpri�lti© a P � t r 2 No more than tie (� F dre dms r axi�nuariPa utt WMI n4e at#h+s ca e i { } Densr study ra®rris, offt ces, Isrshe att�cleepf>�g lofts= at�d similar, ae caflms ro rsnaaEiycirdt -toe lA D� went of Envir©nmental are, consjder6d be, o... ,4 (3} hip,applicantsha�! recl'd`arbperly wvrde decl restricti©n, signed b the, �teg�st vfr Deus restricting the owner ofthe`proe � at`theristalevunj of tfie ce+corded deed prt3pert try th ee ( � droc is r axiMUM, copy' �iWP 1 &DjjbRueM cl�cile2407new.doe Page 2 of the 2007 Board of Health's conditions. restriction shall be submitted to the Health Agent ,works constructionprior to obtai�tn permit, � a disposal (4) The septic system shall be installed in substantial co wth ttie revised plans dated August 24, 2007. mp\lance t � k kj (5) The desrgnmg engineer; shall supervlse the constcuct►ort of ttceoistte sewage disposal system and�shall�Ger, -to wnttng to ttie Boacdfof Heatththatthe g system was installed In substant a{ compllance'"gowlththerevised places dated b 0 August 24, 20Q7 v ,h' y* � E s —J. This vareance rs1 granted because thesubcnlitedplan1oes meet atl of thepcays4prisxof the S#ate ,hV rc-nmental ode Itle�5 Alttlou h the appticant farls�to meet a p cttcialac i ^,ss a tea^ -. '�+ -- 5 x �+ ¢ �'9�- prov�SEQn Qf the$Bar ! oNenRegutatto,rlt appeals thattheteW septic system Ott„ as norrciall re aired r proviltle the sat�edegree ofnvir�nrnentalprofeetlonY y q {z �a " ,emu +5"S xx a,'s �,wr+r T. 7.,'€ u ' $ �, �,• �" �f, - 'SKI., s a ieff : Na 4011 Jhttp/A",w.bwnbanstable ma.Ls/arms/appgeoapp/map.aspx?property]D 335073&mapparbatk * yy � ;GTown of Barnstable Geographic Information System New sear Please note that ownership of the 2 properties I Parta�YiEwer Castom Map ALattero -P slra o o zoom D��uunu� adjacentto mine(mine 335-026,outlined in blue) . �. Q n ® � 7PG Map: 335 Parcel:;pT3 } Location: 0 RUE MICHELE - have been "fluid" within the"RealtyTrust"shown 11 so" Upner, €E1L1017,MARCIA with Yellow Ma right: rAOrIWg g� son � p at g ht:2015 showin g .m� .me, y` Map B P 1 335073 ,�'- Elliottasownerr. / Location ORUEMICHE,LE j, ;; Itcre 9 1.19 ecreai _ tow Parcel »we9- Parcel Viewer Custom Ptap Abutters Mailing Address .W,ELLIOT7'.MARCIA_A 1 V ti4 Yr XY r PO 60X 2]7 ��11 T a Yit" k. r'..CUMMAQUID,MA 02 Extr F The map below d'tauildngs f0 Land 2 r. f219300'+ right accessed ,� • Appraised auilAA f0 ";' { is 'r» Total praised" f219 300 2014 showing B y low ,Eats Fea[uros. to F Out Buildings r f0 S Jaxtimer as . -- »wee sP „Land -SOP f210300 0 .m 121 a .Buildings', P ;o Owner i aToteIA,es, f�1B,3 S Set Scale I._'1211 pe=al Photos - r Owner e,8fRN5TE1Na]ONATHAN K 4 e ,I'tap>!�arc�138�g2§oo2 e. a ' Location-s102RUE,MICHELE 4 'WISL@AR,`VIRG[NViTR.,r-c Location'7Q RUE f IGHELE y Owner i StRNSM114'30NATHAN K Ir `Atop a lei371 _a. q l Location D RUE MICHELE Owner —SCHOOLEY SCOTT M&"MUSIW. GIULfAM w" rtnli�l'A.aiYo{a35M _ Location^� ORUEMICHELEt e.. 'a`w0ot MERr.ERNESY l TR, ., AtljdcerK tPleaSe Lh0058 agU[[er list type) A� � s Below is the 2007 Plan. Please note location of my Existing Well in the red circle(myaddition). This 2007 building plan is considerably smaller than the proposed 2017 project. In this plan, my Existing Well is almost negligibly represented. In the 2007 plan, a Garage is shown on the right(south), and a 4-bedroom home was proposed. The Board of Health's Conditions(point 2), "No more than 3 bedrooms maximum are authorized atthis property. Dens,study rooms,offices,finished attics,sleeping lofts,and similar-type rooms are considered"bedrooms"accordingto the MA Department of Environmental Protection." Yet in the current 2017 plan,a larger area, a 2-car garage, and an "unfinished attic" appear. Clearly with each opportunity,the applicant is trying to increase the potential living area—the garage is "connected"to the house. The question is,WHY is the current variance now being requested? It would seem to provide an option for a "finished"attic.../4th bedroom,already restricted by the Board. It aros.'�F� L.:.•wr,.,w„ �( �' ' e ' �_iY 1 :,g„�`-- ,c �:�ia ;� �,.-.�°:.`� Fa,b " �+��- Gv-,.•��„�N L�.n•�"v���.._. .-...� to cre m.c+,tsaas.s�..�-`.. ���' << 0 rn' , 17 F �a�Via:, s�t+'Clv�'4^esx i Gm *-p... � -?fit' ..y ¢s ... � �. a �'�.�� '� :- w'� # VVVi d'^Fp "sAry ", » ( sad• fi .v .�-- " L1ND DELU+fA N 4R x r; s r s1 ROPE APPROVED 8Y f v aA F #. $t? 84M n �'lot-0 ^ OARhtS7ABLE COA+SfRVAROK FILLO ) A ODl77t6VAL NOVfh!PfR OF 200 W4 t+VsfRvxR�DRyA/NAGf AJ!0gW LEA �' ^`, _ r4A4 5 g cam . ,.... >s^', '_g � T.. �•_rt'�����. wr�., ,µ 3#'f' � " ,.4 q—rr a On the facing page, please see the 2017 plan with expanded footprint, extended added garage with potential attic, and location to my property. I have lived on the abutting property(335-026)for 38 years. During those decades,the 335-073 property had various uses:Horse corral,vegetable garden plot, private dump for old vehicles when owned by John and Michele Elliot. In 1984,,my pre-existing (1923)shallow well ran dry,and the new well was located as shown(depth 65')due to the proximity of both myTitle V septic system(replaced 2010)and wetland. c + n4��� ok ml WAiUS PAW OF ky x �.w. :� � i$'k 1 i "�'_' � .:^ �':%bnt`�..�"""s+.i',,•r� ! ..fir `�' •�"`+ t Y ; ,gyp may' { / .IJ21Z9'10'E 51 t.t7' r s ; x„ s +k ,n � � '��., � ;.���,�Ec �a �•m,;�,2 �'r,� r�, �' .'�ay,�.� '�z o.:��`�#p�,�.R W "'� Sro ..* ,-,.r,. .. �'.;+w� The pond, called "Drowning Pond"on � ' e �-� �. r� +fit � � � ,'�.- � �` ..+•- ' r ,�,'"' Zvi �`✓'!'� � old Town maps, is .r �� se downgradient to the east,feeding into Barnstable Harbor, f through a culvert f. ;� r, under Rte. 6A via .3�t C rs ' ra the Long Pasture µ k a . w Audubon Land, under Keveney Lane,to the1 " .. " ,I . Mill Creek watershed, v '1 Shown on next page. *# F� rows.o III BARNS !EPR(OPERTY MAPS • 1 � I X I 1 .1 ,A,. • 1 6 3 ,•.ir �., - � �'� ,���r q' rxa,' Z, 4 " Y zi ell` `Yir� r �� � ,«+.s,k.7. �r „ai x"'$•�I�' ��i*F, '�_�,�,� 'Y�.��' ,k jr. F��j t �'�'����3' �.�� �',�p i �','� fi�P;,� '� :: A F 19e }�"� s•`.�y.$ .• d� -io .1`Yr,a`�-tAJd•, - ,,sr - fit xt ..ai �T c��+x Ym�i"y:�3, a +EP,Y►'i;�x 'ts�` c. �< `�F:� �. � �' ,� ,1 +"t inset shows tion Of i 1 1 �• historic11 ditch ` culvert i}` �r- ► ,:�•, :tY. oldbog F, ' 1a 'r. �"' t e. ire: # 'F` ...••-w�; ero under '• flowing1 1 • ! •,yg� l.r ! ; s culverts leading to can 1 drainage,the Mill Creek watershed 1 1 • �' �' �+iy�tg���3 r �3•.R��' ,f;7 ,.r: s Jh 1Fk�y�1a�!)W'��� _ rnst• 1 11 �• d • �H r'rs 'x+ "�a+w�ritf��L,�iu s''�.'i�.r. ,. ..•Y��� a.r:�'�t.�s .Y�n s".'�'?eS S -5 Ye[+'c.p.. j - P I ■ Complete items 1,2,and 3. A Signature ■ Print your name and address on the reverse ❑Agent nplete items 1,2,and 3. A ature ' © Print your name and address on the reverse X L ❑Agent so that we can return the card to you. X Addressee so the We can r6t6rn the card to you. 99 Address ■ Attach this card to the back of the mail piece, a eived by(Printed Name) C. Dat of De five P ■ Attach this card to the back of the mailpiece, eceive by(P' Nam) C. Dt7q eli or on the front if space permits. �� or on the front if space permits. 1,.Article Aridrecseri to: O. D. Is delivery address different from item iT Yes i i 1. Article Addressed to• 4q,&jr, D Lrb f/ D. Is deliv ddress different from item iT ❑Yes I If YES,enter delivery address be1 ❑No • i If YES, er delivery address below: ❑No Prop ID:335026 I 3), ALIBRANDI,MARSHA ``'— 'I Prop ID:336053 PO BOX 396 r�k R� ' �; BURTON,BEVERLY A CUMMAQUID,MA 02637 \ C / . � , E PO BOX 96 '� CUMMAQUID,MA 02637-0096 II I IIIIII III III I II II I III I IIIII I L 3. Service Type ❑ ority Mail aillm 3. Service Type ❑Priority Mail�ress® (IIII LI IILI L ❑Adult Signature ❑Re�IStiEirlMailR IIIIII II IIII IIIIIIIII III IIII II I II III II III ❑Adult Signature ❑Registered Mal" w Adult Signature Restricted Delivery ❑Registered Mail Restricted ❑Adult Signature Restricted Delivery ❑Registered Mail Restrir 9590 9402 1962 6123 102.1 39 Certified Mail® Delivery m[Certired Maile Dr311very Certified Mail Restricted Delivery ❑Return Receipt for r' ❑Collect on Delivery Merchandise 9590 J4OZ 1962 6123 1008 07 ❑Certified Mail Restricted Delivery ❑Return Receipt for g TM i ❑Collect on Delivery Merchandise [2.:Article Number.(flansfer fmm.c�arvrrw.rahAh ❑Collect on DeliveryRestricted Delivery ❑Signature Confirmation 9 ❑Collect on DeliveryRestricted Delivery ❑Signature Confirmatior 7 0 7 5 10640, .D D,D 5 .8491 3 911 . fail e t ❑Signature Confirmation j 2• Article Number(Transfer from service labeq- _. Hal ❑Signature Confirtnatior Oelif Restricted Delivery Restricted Delivery i I 7 D 15 0640 ODD 5 8491 3935 0)I Restricted De livery Restricted Delivery `P-S Form 3811 tJuly 2015;PSN.753o o2-ooa9053 - , ?• «-x': Domestic Return Receipt I I PS Form 3811,July 2015'PSN 7530-02-000-9053 - Domestic Return Receii MAI _ t ' ® • • s • • • ■ Complete items 1,2,and 3. A Signat ■ Complete items 1,2,and 3. A Signature i0 Print our name and Y address on th e reve rse ❑Agent nt . 9 X ;; ■ Print your name and address on the reverse Agent so that we can return the card to you. ❑Addressee X ❑Agent ddres 1,1111 Attach this card to the back of the mailpiece e• Receive by(Panted N e) C. Date of elivery J j so that we can return the card to you. ' �/' l i ■ Attach this card to the back of the mailpiece, e• ceived y(Printed N m C. D t of De q or on the front if space permits. �Liy -� :, or on the front if space permits. ` 1. Article Addressed to: xf FF.J1,0 COP/ D. Is delivery address di nt from item 1? ❑Yes 1. Article Addressed to: - D. Is delivery address different from item.l Ye If YES,enter delivery-address below: ❑No Prop ID:335073 i 1 ry i Prop ID:335028 If YES,enter delivery address below: ❑No JAXTIMER,ERNEST J TR ��1 �u 1\ p�� '� JHJ REALTY TRUST JVJHITE,LINCOLN E JR&BARBARA C ' 48 ROSARY LANE f` 1142 WEST STATE STREET _ Q� HYANNIS / C2ANBY,MA 01033 MA 02601 I C` ar IIIIIIIII IIII IIIIIIIII IIII IIII • Service Type ❑Priority Mail Express® a3.IIII I IIIII I III ❑AdultSignature ❑Real MaIlTm IIIIIIIII IIII IIIIIIIII IIII (IIIIi IIIIII(IIII III 13 dultSieType ❑Priority Mall Exprosal redMailffm ❑Adult Signature Restricted Delivery. ❑Registered Mail Restricted ❑Adult Signature ❑Registered MaIITM ❑Certified Mail® Delivery Adult Signature Restricted Delivery ❑Registered Matt Rash 9590 940Z 1962 6123 1009 44 ❑Certified Mail Restricted Delivery ❑Return Receipt for 9590 9402 1962 6123 1021 46 ❑Certified ed MaJi RasMcted Delivery ❑Re1etIV Receipt for ❑Collect on Delivery ,: Merchandise 2. Article Number(Transfer from service Iabeo p j ❑Collect on Delivery Restricted Delivery; ❑Signature Confirmation*'" ❑Collect on Delivery Merchandise "1Aail' j g �❑Signature Confirmation P. Artcle Numheclriansfer from.service.rahe0_. _ ❑Collect on Delivery Restricted Delivery ❑Signature Conflnnatic 7 D 15 0640 0005 8491 3 9 5 9 �lan Restricted Delivery i 'Restricted Delivery j : wail i r l 1 t ❑Signature Confirmatic 7 D 15 D 6 4 D D D 0 5-- 8 4 91 :3 9 9 7 . < << Restricted Delivery 0 o�ii Restricted Delivery PS Form 3$11,July,2015_PSN 7530 02-000-9053 Domestic Return Receipt PS Form 3811;July,2015 PSN 7530-02-000-9053 Domestic Return Rece 1■ Complete items 1,2,and 3. Et Signat / ■ Complete items 1,2,and 3. A Signatu ■ Print your name and address on the reverse r ❑Agent ❑Agent so that we can return the card to you. X i kPAgent ee ■ Print your name and address on the reverse X 9 r so that we can return the card to you. ddres: j 0 Attach this card to the back of the mailpiece, B. Received by me Name) C. D to of De e ,, ■ Attach this card to the back of the mailpiece, a Re eived by(Panted Name) C. Dat of De vi or on the front if space permits. or on the front if space permits. j l ���� j� t a.ir ie AA,+...�.-A«,,. r r c w c .,r n it .- _ _ -- " / f i t' i 9 L' .� � VJf J IfWVM9VM ! First-Class Mail USPS TRACKING# "" :m u u V •. t ` �aY r FirSfl s 1(Ait Postage&Fees Paid USPS Permit No.G-10 ( I �.. A1ttriAial "L 'FO''�p 9590 9402-" 6'2 6123 1021 39 I - 9590 9402 1962 6123 .1008 07 United States •Sender:Please print your name,address,and ZIP+4®in this box• f I United States •Sender:Please print your name,address,and ZIP+4®in this box• Postal Service ' Postal Service BSC Group,Inc. E ;I 349 Route 28,Unit D t '! BSC Group,Inc. f West Yarmouth,MA 02673 349 Route 28, Unit D l West Yarmouth,MA 02673 I, I. � II I :jr : (t : EE c t :a :• ! E I s p:•si :' `y y e 3 gE 1 } {>�• i l �I {� t{•�• i.{ �• I !r.{ I I {i� i {i� t .{�t � � Il��l-l3j:l:.��!♦'.F.a�l•I{ `ll�'iiFil}i}.R:}:tll}}!�`lltr� `4�lrlFi �i I USPS TRACKING# USPS TRACKING# - -- — wo Is s"Mai i aid First-Class Mail jasn"it °' I! USPS Postage&Fees Paid J Permit No.G-10 9590 9402 1962 6123 1009 44 9590 9402 1962 6123 1021 46 United States •Sender:Please print your name,address,and ZIP+4®in this box•Postal Service United States •Sender:Please print your name,address,and ZIP+40in this box• Postal Service BSC Group, Inc. 349 Route 28, Unit D. BSC Group, Inc. West Yarmouth, MA 02673 349 Route 28,Unit D West Yarmouth,MA 02673 ,1 i1°�}�Itt!lilll�l it"i'iE�}pf}�lld�i�'li�i: #F"r�Et �lll�fi ���ItE 'l�Illl�aal.i;�ll'I�I�Iri�Il�or�Ir.�I11F IIIIIIl;lIIIrllrl�erir.�l�lr I o Complete Items 1,2,and 3. A. Signatu o Print your name and address on the reverse X ❑Agent so that we can return the card to you. ddressee o Attach this card to the back of the mailpiece, WD. Reeived by(Printed Name) o. Dat of Delveryor on the front if space permits.1. Article Addressed to: �Fj' p BON livery address different from item 1? Yes If YES,enter delivery address belouvc, i ❑ o Prop ID:335027 s` BURKE,HELEN 4073 MAIN ST./RTE 6A BARNSTABLE,MA 02630 II I�IIIII IIII III I II II I III IIIII I I I I IIIII III 3. Service Type ❑Priority Mali alPI ❑Adult Signature ❑Registered MaIIT^� ❑Adult Signature Restricted Delivery ❑Registered Mail Restricted 9590 9402 1962 6123 1008 14 MMCertifled Mail® pelive ❑Certified Mail Restricted Delivery ❑Return eceipt for ❑Collect on Delivery Merchandise 2. Article Number(transfer from service iabe/) ❑Collect on Delivery Restricted Delivery.P,Signature Confirmation*^+ Mail ❑Signature Confirmation 7 015 0640 0005 8491 3928 Hail Restricted Delivery Restricted Delivery 3�a1 Ps Form 3811,July 2015 PSN 7530 02-000-9053 Domestic IF!eturn Receipt _---- i e Complete r items 1,2,and 3. k Signatu s Print your name and address on the reverse , X ®Agent so that we can return the card to you. ; aAddse ® Attach this card to the back of the mailpiece,, r B. Received by bled Name) C. D of De see 1 or on the front if space permits. 1. Article Addressed to: H0 OT7 BD y D. is d livery a dress differen m item 1 13 Yes Prop ID:335065 If YES,enter delivery address below: p No PO BOX 27MARCIA CUMMAQUID,MA 02637 W ` .110 II I IIIIII IIII III I II II I Iil i IIIiI l l l l l lllll l I IIIvice Type Signature Restricted Delve CJ Regist Mail ered Maill-s® { 9590 9402 1962 6123 1007 91 Certified Mails N. ❑Registered Mail Restnctedi Delivery , Certified Mail Restricted 9eilvery "'w❑Refum Reoelpt tort}x ❑Collect on Delivery d1 Merctiandlse 2. Article Number(transfer from.service/ahe0- O Collect on Delivery Restricted Deiivery-,ta nature ConfrmationT 7 015 0640 0005 8491 3942, AAa Restricted P layery' #40-Se nature o iry ry tion PS Form 3811;July 2015 PSN 7530 02-000-9053 of _ .._ , Domestic Return Receipt: I USPS TRACKNG# I First-Class Mail I Postage&Fees Paid i USPS I Permit No.G 10 9590 9401".'621 6123 1008 14 United States •Sender:Please print your name,address,and ZIP+4®in this box* Postal Service BSC Group, Inc. 349 Route 28,Unit D I West Yarmouth,MA 02673 I �i[ll� ii �i��li��lii�`is�.�'t i'i►'j�.�tfj:t„i�;��,liil�;�;��J7: F . I s f First-Class Mail i Postage&Fees Paid 4 USPS l Permit No.G-10 s 9590 9402 1962 6123, 1007 91. United States •Sender:Please print your name,address,and ZIP+4®in this box• Postal Service _ BSC Group,Inc. 349 Route 28,Unit D West Yarmouth,MA 02673 -4;,;2076 N ` `: Fee 60 THE COMMONWEALTH OF MASSACH SETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 1 01pplitation for bisposal 6pstem Constru>rtion Permit \1QF ication for a Permit to Construct( ) Repair( ) Upgrade( ) b ( ) XC omplete System El Individual Components �1 Location Address or Lot No.Q v E t c 14�;(,�` er s Name,Address and Tel.No. Assessor's Map/Parcel 3-as/0-7 C-AF- i i _ Gw F,,'?-qL Instal 's/Name,Address,..a�nld Tel.Noe—even-71,�"_.a - I,f Designer's Name,Address,and lT�el.No. ~fl/ /emu/ri•/ (',p F G Cyc f 152//�/�i S C G r^W o r' 3 19 Type of Building: Dwelling No.of Bedrooms ✓ Lot Size sq.ft. Garbage Grinder(W) Other Type of Building w No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) >3 gpd Design flow provided ® gpd Plan Date I I Z( 1 17 Number of sheets Revision Date Title Size of Septic Tank `�C� �d:ter Type of S.A.S. Description of Soil 9�7 ��`c� t �t�C� 07l d r 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 system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board o e_alT"ltlf �" gne �� y Date �� Application Approved by a Date Application Disapproved by Date for the following reasons Permit No. Date Issued No x.`' / �" '. Fee THE COMMONWEALTF�iOMASSACHUSETTS Eateredincomputer:—Yes f f, PUBLIC HEALTH-'DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zipplication for Disposal *pstem Construction Permit pp 1cation for a Permit to Construct( ) Repair( ) Upgrade( b do ( ) complete System ❑Individual Components Location Address or Lot No. er s uT M Name,Address and Tel.No. �1 S R �cN Assessor'sMap/Parcel 339/0-73 Zl� RfD��PAvtt �'E5_ MOIL-end Installe 's Name,Address,and Tel.No.5a�'*T f , ? t'3 Designer's Name,Address,and Tel.No. es c G A10 o r 349 (Z;+C_ZS UrJ( "r d o t)E ST jAr1AA0Q-rW "A OZ '13 Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder(rf Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 gpd Design flow provided j y 0 gpd Plan Date 1-2-1 /S 7 Number of sheets ' Revision Date i Title Size of Septic Tank 'SOO 66 A Type of S.A.S. Description of Soil e e.,,,,,f , ,,,��� 7l d Nature of Repairs or Alteration's(Answer when applicable) Y� Date last inspected: Agreement: The undersigned agrees to ensure the cons 'ction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of _ Compliance has been issued by this Board o e t r gned Date Application Approved by (4 c Date Application Disapproved by Date for the following reasons P Ale Permit No. Date Issued afw- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS ,+ Certificate of Compliance THIS IS TO CERTIF .that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( by at 0 has been con��"; e with the provisions o )ifile 5 and the for Disposal System Construction Permit No. d • Installer ��� Designer f #bedrooms Approved design flow _ gpd The issuance of this permit shall not a�construed as a guarantee that the syste will functi n des' �d. Date a Inspector ------------------- -.--------- ------------ ' // -----------------------------------------------------------------------------Fee � ✓--_ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal *pstem Construction Permit Permission is hereby anted to Co Ftruct( Re air ) Up de �, A�baon System.located at a 1 1r 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. �I Provided:Construction must be completed within three years of the date of this permit. Date Approved by i r hook DEED RESTRICTION WHEREAS, Ernest J. Jaxtimer, Trustee of JHJ Realty Trust under a Declaration of Trust dated June 12, 2003 and recorded at Barnstable Registry of Deeds in Book 18038, Page 272, of 48 Rosary Lane,Hyannis, Barnstable County, Massachusetts 02601 is the owner of the property located at 420 Rue Michele, Cummaquid,Massachusetts hereinafter referred to as Lot 5A and being shown - 49 on a plan entitled"A/N/R Plan of Land, Rue Michele in Cummaquid, Q Massachusetts",Property of Marcia Elliott, which has been duly recorded in Barnstable County Registry of Deeds in Plan Book 613, Page 59, Dated July 7, 2006. a WHEREAS; Ernest J. Jaxtimer, Trustee of.JHJ Realty Trust, as the owner of said lot has (� agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any existing home or newly built home on said lot as a pre-condition to obtaining a disposal works construction permit v in compliance with 310 CMR 15.00 State Environmental Code, Title V, Minimum s� 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, is requiring that the agreement for the restriction on the number of bedrooms in any house on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, moo . NOW, THEREFORE, Ernest J. Jaxtimer, Trustee of JHJ Realty Trust, does hereby place the following restriction on the above-referenced land in accordance with this agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: I Ernest J..Jaxtimer, Trustee of JHJ Realty Trust agree that any house located on the Locus property shall contain no more than three 3 bedrooms and agree that this shall be a permanent deed restriction affecting 420 Rue Michele located in Cummaquid, Town of I Barnstable MA, and being shown as Lot 5A on the plan recorded in Plan Book 613, Page 59. f For title of #20 Rue Michele see the following deed: Book 22401, Page 178. Executed as a sealed Instrument day of August, 2017. l Owner's signa re: rnes . ;eer, Trustee COMMONWEALTH OF MASSACHUSETTS Barnstable, SS. On this day of August, 2017, before me, the undersigned notary public, personally appeared Ernest J. Jaxtimer, Trustee aforesaid, proved to me through satisfactory evidence of identification, which were a driver's license, to be the person whose name is signed on the preceding or attached document; and acknowledged to me that he signed it voluntarily for its stated purpose. Nok Public My Commission Expires: f (C-\ KATHY ANN VALLIERE Notary Public COMMONWEALTH OF MASSACHUSETTS , My Commission Expires March 11, 2022 BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register } Town of Barnstable Regulatory Services, ' Richard V:,`Scali;Interim:Director' Public Health Division Thomas McKean,0"""torx 206-ME",Street,Hyannis,„MA.02601 Office 508=86Y 644' Fax:, 5 m 6304 Installer&Desianer,Certification Form Date:_July 24,2018 Sewage Permit#, " 3 Assessor-s MapTareol 335 i 073 , - .De"signer: BSC Group Installer`:; .CAPS.— Co4s L. e9 .Address: 349'Raute"28, Orn D":..,_ - Address:z West Yarmouth; MA,02673 {.koce. 1C.N, -T ._.A A o 2`q6 pn O$ •II, - r; G4PE.. t�7A� y�_GQ`Zvas issued'apermit to=install`=a5 (date) (installer) 8 Rue septic system at glVlichele based•on a design drawn by (address)" _ . � - Brian G.Yergatian ;dated July 5;.,2017.(R"evi§ecf July 21,2017) ., (designer) - I certify that:the septic;system referenced above was installed�substantially5aecordin9 to the design, whichwmay include minor approved changes'such as lateral,relocation of the: distribution,box`and/or septic tank: Strip out (if'requrred) was inspected and,the soils` were_found_satisfactory, I certify that the septic system referenced above was ins,'I"d with rnajgr changes (i.e. .,.. greater thanl0° lateral.relocation of the SAS or any vertical relocation of any component': of,the septic system)but in accordance with State&:Local Reguiahgns Plan revision or certified as-bunt by designer to>follow-.. Strip out(if required)was inspected and theaoils: were;found satisfactory.. I.certify lhat N6,.,systerri=referenced above,was constructed in cornpliance',with,thet6ft s ' o e I�Anapprovalwleiters(if applicable) ,, y `�BRIAN G. (Installer's Stg l re) a NERGATIAN . rs CIVIL, No 46206.E ( ff`ix _iIcre) - PI:LFASL lid T'tJ 'l"fl BARt I ABTB 'U LIB HST DIOlY. 'T i �. . Olg COMLIANCIl�""Ul� l; I'TO' BE IIJI+:D Ulf TIL.;BOTH THIS FORM:ANT#: A5= _ BUILT:CA�'CD RE#X T I BY THEr BAg AB C. AI;MD�tON. THANKYOU: da QASephc\pesigner Certification Form Rev',8-14-13.doc II TOWN OF BARNSTABLE LOCATION AU 2 tN\K,am)e_1 e. SEWAGE# VILLAGECU-MVVIAgU1 ASSESSOR'S MAP&PARCELaJ3S'd-13 INSTALLER'S NAME&PHONE NO.C40CL Co a-S `a�•�aee�1� y32 9 SEPTIC TANK CAPACITY LEACHING FACILITY: e e n G� t (type)�''c (size) 23 X w� 460S,G. NO.OF BEDROOMS 3 OWNER -J IAZ I ` Y U PERMIT DATE: • ILk • b COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 5' Feet Private Water Supply Well and Leaching Facility(If any wells exist on r- site or within 200 feet of leaching facility) l0® Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaachm facility , `� )S Feet FURNISHED i vr " Zfl 0 - _ Message Page 1 of 2 Flynn, Judith y_ From: Schlegel, Frank - Sent: Friday, October 21, 2011 10:48 AM To- Flynn, Judith Subject: RE: 37 Rue Michele - Barnstable Hi Judith, I don't know why you are having a problem with the properties on this very small road. It has only been subdivided & re-subdivided about 3 times and I've had to go back and combine & re-split some of the parcels many times! Tom McKeon once asked me to stop changing everything out there. I told him not to shoot the messenger; that I was only reporting what the property owner was doing to their land. It seems like every time the owner gets a buyer, they want a different configuration of.the land. Then when the buyer backs out of the deal, the owner changes it back or to some new definition to try to satisfy a potential buyer. The owner of Rue Michelle once came in to complain that l kept changing the addresses. I told her that as long as she kept changing the definition of the land, the addresses would change to! Anywho, back to your problem. Number 20, Map 335 Parcel 074 was deleted and combined with Map 335 Parcel 073 (lot 5A). I currently don't have a new address for Map 335 Parcel 073 because When the two vacant parcels got combined, I need to know where they plan on placing the building because now - that 2 parcels became one, the parcel has a lot of road frontage and I need to know where the house will sit before I can assign it a number to keep the house numbers in proper sequence. I will not be assigning --- #3 to any parcel out there. #20 came from the fact it was 200 feet from Rte6A to the center of Parcel 074. Y_ I could assign a number to that parcel because it had little frontage on the road. Number 3, if it were ever --- assigned, would be to the first parcel on the street because the house/driveway would need to be 30 feet from Rte 6A and that property is already addressed as#4061 Main St/Rte 6A. This is why I don't try to second guess a number on a large parcel. The owner ends up building the house at a different location than where I try to guess and the numbers end up out of sequence and I end up changing the house - number in the 11 th hour of occupancy when the fire department discovers the problem. I hate it when this happens and it doesn't get fixed and causes delays in emergency response. I do not want to find out about number sequence problems as a result of.an emergency. No one said house numbering is easy! Hope this helps! _- Thanx, Frank -----Original Message----- From: Flynn, Judith Sent: Wednesday, October 19, 2011 11:36 AM To: Schlegel, Frank Subject: 37 Rue Michele - Barnstable Frank... I'm having trouble with 37 Rue Michele vs 20 Rue Michele....20 Rue Michele (Map -- 335 - Parcel 73 & 74) has a lot of paperwork pertaing to a septic problem..... but#20 does not exist in the system; and as I can tell Parcel 74 does not exist. AND, there are no building on Parcel 73. 37 Rue Michele (Map 335 - Parcel 065 Lot 1) has a building with three bedrooms...and, no history whatsoever....could #20 acutualy be#3 10/24/2011 Upon motion duly made by Mr. Kaufman, seconded by Dr. Canniff, the Board voted to continue until the next meeting so they can come back with a revised plan. (Unanimous vote in favor.) EXCERPT FROM BOH MINUTES -;JUNE 13, 2006:1: -+ III. Continued Items from Previous Meeting(s): A. Mark Dibb, BSC Group, representing Marcia Elliott 20 Rue Michele, Barnstable, 51,692 square feet parcel, requesting variance regarding amount. :y of pervious material above groundwater, new construction,,four bedrooms, FAST I/A system proposed. Mark Dibb presented his revised plan dated 5/22/06. He summarized changes to date: changed from a five to a four-bedroom, they incorporated a FAST I/A System, have a catch basin for run-offs,an6 have added a liner around the entire ---- system. The new plan revision changed the property line adding a pie-shape of 40 feet (an additional 6,000 square feet). t Mr. Dibb explained this allowed them to move the leaching area to the south, away from the wetland. They moved the entire house and drive 10 feet to the south. He also added another foot of separation from the ground water,.now being 6 feet of separation. The only variance they are requesting is the minimal lot variance. Upon motion duly made by Dr. Canniff, seconded by Dr. Miller, the Board voted - approval for the marginal lot with (a) Installation in accordance with the engineering -_ plan dated 5/22/06, (b) No more than four (4) bedrooms are authorized at this - property, and (c) The applicant shall record a properly worded deed restriction, signed by the property owner, at the Registry of Deeds restricting the number of bedrooms at this property to four (4), before the applicant obtains a disposal works construction permit. EXCERPT FROM BOH MINUTES 29/11/07. A. Mark Dibb, BSC Group, representing Marcia Elliott— 20 Rue Michelle, Barnstable, 1.24 acres, house addition, one variance. Mark Dibb presented the new plan reducing the previously approved four- bedroom I/A-plan to the current three-bedroom plan without an I/A system. - Arlene Wilson, representing the neighbors, said they are happy to see the reduced number of bedrooms but had a question on the size of the lawn. Upon a motion duly made Mr. Sawayanagi, seconded by Dr. Cannff, the Board voted to approve-the proposed spec plan with the following conditions: (1) a - three-bedroom deed-restriction will.be recorded, and (2) when the final permit is <. applied for, the final plan must have the calculation for nitrogen loading (including the structure, the driveway, and the lawn) must be under 5 parts per million. - (Two voted in favor,'Dr. Canniff voted against.) 6OF6 EXCERPT FROM-5/16/06'BOH MEETING MINUTES: - Continued Items from Previous Meeting(s): �- A. Mark Dibb, BSC Group, representing Marcia Elliott — 20_Rue Michele, ��- Barnstable, 51,692 square feet parcel, requesting variance regarding amount of pervious material above groundwater, new construction, four bedrooms, FAST I/A system proposed. Mark Dibb and Richard Clark of BSC Group were present. Mark Dibb said - previous revisions are changing from 5 bedrooms to 4 bedrooms, added an -. FAST I/A System, added run-off control measures to keep additional run-off from entering wetlands, and added a 40 mil polyliner around the entire soil absorption . system at a depth of 2 feet below the interface (so at a depth of 66 inches). Also, they have not requested any dimensional variances from the wetlands. Dr. Miller mentioned they did a site visit at the property reviewed the test holes_ done at the other lots. This is the only non-conforming system needed. The - Board will review the increased protection versus the increase to cost, which is -- almost tripled. The lots with abutters on wells will be limited to one bedroom for --- every 10,000 square feet for the project, and # 20 will be limited to 4 bedrooms; Mr. McKean recommended the wastewater effluent must be tested quarterly _ r during the next two.years and once annually thereafter for pH, BOD5, TSS, and TN. Also, throughout the life of the I/A System, the.System shall be under an operation and maintenance (O&M) contract. Arlene Wilson spoke representing abutter and stated there are no elevations ; --- given for the surface grade at the actual percolation tests and the numbers do ----- not correspond to the test pit numbers on the site plan for this lot. Test Pit 2 is actually Test Pit 2A on the site plan. It says ground.water observed is 54 inches, but the symbol on plan says 42 inches. Mr. Dibb explained the ground water is at 54 and the symbol has a line pointing to 54 inches. Dr. Canniff discussed reconfiguring the two lots to avoid an easement and avoids -_ an I/A system. Kieran Healy of BSC Group explained thetown has a shape factor regulation and in this case, they need a one acre lot and if they do a `pork - chop' shaped lot, it will not have enough room leftover. The Zoning Board of Appeals would need to approve a variance.and it would be hard to obtain this variance. Dr. Miller expressed that if-they have to vote on it as it is; he would vote against it because he feels there may be another option that would be better and that would be to reconfigure unless it creates a hardship by losing a lot. BSC Group would like to continue but believes the variance will still be needed. _T They will make every effort to avoid the need of the variance. 5 OF 6 :::. a EXCERPT FROM-4/18/06'BOH MEETING: Continued Items from Previous Meeting(s); A. Mark Dibb, BSC Group, representing Marcia Elliott - 20 Rue Michele; - Barnstable, 51,692 square feet parcel, requesting variance regarding --� amount of pervious material above groundwater, new construction; five bedrooms proposed. Mark Dibb stated they made three changes. He revised: (1) plan from a 5 bedroom to a 4 bedroom proposed, (2) included a FAST 0.5 system, and (3) revised the grading in driveway area and added roof downspouts so any runoff will go into a catch basin to prevent it from going into the wetland area along the ;- road. Also, he made the requested plan edits: (1) it is.new construction (not --- repair), (2) they have added locations and depths of percolation tests performed, — (3) a note is added to reference the ground water determination used and the adjustment, and (4) added a note regarding plans referenced in the past. They also supplied the Health Division will additional soil test and percolation test data. �.. Mr. Dibb explained there were two test holes on different days very close to each other. Test Pit 2A was performed on May 11, 2005, dug to 60 inches and stopped as there was quite a bit of weeping. Test Pit 1 B was done in August and there was no water at the time so they dug 240 inches (20 feet). Mr'Dibb stated - they did not see any evidence of fill as they were about 2 feet away from original test pit, and for the percolation test, they were down below the initial 60 inches and into undisturbed soil. The pervious material was determined down at 192 inches and that was undisturbed at that time. Arlene Wilson,'A.M. Wilson Associates, representing the abutters, Karen Samuels and Charles Corey, questions the note now added to the plan regarding ground water adjustment which says an adjustment was necessary because it was done during the high ground water time of year. Ms. Wilson said the Health - - Division's records state that work was done across the street, and slightly to the - south, for a septic inspection at essentially the same time as this perc was done --- and shows the ground water as a couple of feet higher than this lot. .Data has still not been.given for the surface water in the impoundment areas immediately to N and NW of this lot. The plan still does not show the location of,the wetland and drainage basin on her client's lot, nor the outlet for that basin which currently is an open channel.with standing water in it. So, even.though there is a setback and the leaching field is somewhat smaller now, the setbacks are from the end of a pipe and Mr. Dibb does not show what that pipe services. The Town GIS map for the area showing the wetland area (ponding area) and she believes the wetland at that time was about 90 feet. This information still needs to go on the plan to show whether they have sufficient distance of setback of reserve area. LL-- The photographs in the Health files of percolation test and holes shows soil as pretty grey which is generally an indication that there are saturated soils for a =. significant portion of the year. The grey soils come up to the surface and they :. v - 3 OF u._' finally found sand at around elevation 33 (20 feet down), which is also very grey and appearing to be water logged. Based on Ms. Wilson's observations in terms of the elevation of wetlands and surface waters, in the pond just to the north of -- this site, and the correlation between that and the soil evaluation report for the lot -� across the street, the ground water is pretty..consistent at 47 feet. This is higher than the plan and does not have a ground water adjustment. It is known that the soils do not percolate. It may be reasonable to lean on the conservative side here. Ms. Wilson summarized the data obtained is inconsistent for the two tests ^— in the front hole which is the only hole that passed, where it failed in May and passed in August. They will have to dig 17 feet down, and water from surrounding area will leach in. The catch basin at the driveway area, between --ll- the SAS and the ponding area north of the lot, is in bad soil as well and unless -- they dig 17 feet for catch basin, it won't work and drainage will fill up the septic -- system. The new design is better because of the reduced bedrooms and the nitrogen removal will be good if the system is occupied and used year-round, but system is still questionable to her. Ms. Wilson feels some variance requests are still missing,,i.e., the setback from the ponding area across the street, and Title V .in terms of round water g adjustment method, not doing the percolation test in the most restricted soil, not using slowest percolation to size the septic system, and she feels they clearly did a percolation test in disturbed ground. Dr. Miller asked applicant to find out the distance of setback of reserve area to rt.--- ponding area. Dr. Miller feels a site inspection would help to make a decision. Mr. Dibb responded to Ms. Wilson's questions. Mr. Dibb explained when Ms. Wilson refers to inspection reports and GIS, they are different datums. Mr. Dibb _:.. tries to put the plan on a datum close to a Roadway Design Plan. This plan is 0.18 off of a Design Plan from the 70's. These are assumed datums. The —: inspection report does not say was datum it is on. The original soil tests were May 11, 2005. Mr. Dibb researched data from a couple of local wells and found - May was the wettest month of year. Therefore, he did not need a groundwater adjustment based on the regulation that it was the wettest month of'year.. Mr. McKean said the Health Division has been trained to use the closest.water body level as the guideline; here it would be 47 as Ms. Wilson had mentioned. Mr. Dibb referred to the ponding area, to the clay pipe: he said that ponding area does not have wetland species. It does get wet during the year. If you look at ;w 100 feet from reserve area, he feels he still complies using the 47 feet. Dr. Canniff said he has been out to the site and he is not comfortable with the . property and, would like a site visit. Upon a motion duly made by Dr. Canniff, seconded by Mr. Kaufman, the Board voted to do a site visit with Mr. McKean and Mr. Dibb at the location on May 2 at w 3pm, and Mr. Dibb will have it stacked out. (Unanimous vote in favor.) 4OF `� - I 20 RUE MICHELLE, BARNSTABLE: - Excerpt from-February 2006 BOH Meeting: --_� Variance Requests: A. Mark Dibb, BSC Group, representing Marcia Elliott— 20 Rue Michele, Barnstable, 51,692 square feet parcel, requesting variance regarding amount of pervious material above groundwater, new'construction, five bedrooms proposed. -� Mark Dibb was requesting a marginally lot variance for his client and.said a soil --- testing was done in May 2005 and August 2005. Mr. Dibb will be seeking --=- Conservation approval as well. Mr. Dibb had an approved plan to update the entire length of Rue Michelle down to the cul-de-sac at end. The plan includes an 8-inch water,main installed the entire length which will also service this lot. : Mr. McKean.said the engineer failed to show all test holes that were excavated on -_-- the property and the engineer did not show locations of percolation tests on the -,.- plan. Mr. McKean recommended denying the applicant's request for 100% variance from the regulation and the plan be revised to meet Title V in regards to - the test holes and percolation tests. - Mr. Dibb said he will have the percolation test locations added. Mr. Dibb said he will be taking out the clay and replacing'with 4 feet of pervious soil. Mr. McKean suggested more holes be done in the SAS area and pointed out the size of the - reserve area is short 120 square feet. Mr. Dibb will be digging down 17 feet. -_ Dr. Muller stated that with water at Test Hole 1 A, one of the concerns-is that even if they excavate the clay, it may bring water up to the surface which would infiltrate the system. This is why only one hole in the SAS area is not adequate. Dr. Miller ' --said he is reluctant to grant the variance to this degree until the lot is more completely evaluated and determined if there is a more adequate area on the lot. This area of the town is noted for extreme variability within a given lot. Mr. McKean noted that the August test was during the driest time of.the year. Arlene Wilson, A.M. Wilson Associates, was representing Karen Samuel and A Charlie Cory, owners of the property at corner of Rue Michelle just outside this -- ,development. Ms. Wilson was a member of the Conservation Committee in. 1970's and had much awareness of Rue Michelle. Ms. Wilson pointed out the plan -. submitted had an error in referring to work as a repair. It is actually new construction as spelled out in the variance application. Also, there were a number of percolation tests done on this lot according to the log book at the Health Division. There is no water elevation shown for Log 2B which is one of the doubled up lots. However, there is a note at the top of the log saying "estimated high ground water 44.9. Ms. Wilson assumed that was because there was I OF modeling at that elevation, although the modeling does.n'--t show on the plan. The modeling would be as good an indicator of water weeping in the hole or, actually, standing water. Ms. Wilson stated there was missing information on the plan which should be provided. Ms. Wilson's concern was that there were no soil evaluation reports provided to the Health Division so there is no way for the public _. to cross check the information. The wetland showing on the lot has surface water in it. Last May, it had quite a bit. Ms. Wilson stated it would have been appropriate �,— for the survey crew to get a water elevation on the pond last May when they were there. More importantly in terms of what the plan needs, Ms. Wilson said there is . ---- an area on her clients' property which also has a pond. On the plan, there are -- notations saying existing pipe invert. There are pipes that connect the ponds,on both sides of road. Some are from the first try at this development in 1973-1974. If the surface water is mapped out, a portion of the reserve area is less than 100 feet from the surface water area. Houses #37 and #102 both had septic u� inspections done 2 days before the May percolation test on this lot. On House# 37, it said they had high water and didn't dare dig up an area because they were afraid of contamination. Ms. Wilson says a more actual ground water should be 47 feet, not 45.3 feet, in terms of where the bottom of the septic system should be. - Ms. Wilson listed the number of variances missing are: 1) setback for the reserve from the water area across the street, where they need about 10 feet, 2) the 4 feet of soil above maximum ground water. They are not using maximum water �.:. elevation — should use 47 feet, 3) they haven't requested a variance from the methodology to determine ground water elevation (they should do percolation in March and April, or use the Frimptor method, 4) Section 28 of Chapter 360 Protection of Private Wells limits septic flow to 440 gallons per acre where any - -- neighbors are on wells. The lots to the east are also on wells and since the plan. --- doesn't propose public water for those, the lot needs 10,890 square feet per w-- bedroom x 5, that means they are short 2,758 square feet. 5) A number of - variances from Title V: providing percolation test information, the percolation method, you,use the slowest not the fastest results. The assessor's show these as two lots. The assessor's value of the two Lots of$140,000 for both stating they are not really sure this lot can be developed. y, The way the lot is regraded, most of the surface flow will run into the pond area and no one has looked at what extent it will effect the neighbor. y•q, Dr. Miller said the area has 6 lots under a single owner and therefore, falls under the 1650 rule, require the consideration of shared or I/A systems. A treatment system may solve,some of the problems. Mr. Dibb requested a continuance to April 18, 2006, meeting. Granted. 2 OF b I Message Page 1 of 2 Flynn, Judith :. From: Schlegel, Frank Sent: Friday, October 21, 2011 10:48 AM - To: Flynn, Judith Subject: RE: 37 Rue Michele - Barnstable Hi Judith, I don't know why you are having a problem with the properties on this very small road. It has only been - - subdivided & re-subdivided about 3 times and I've had to go back and combine & re-split some of the parcels many times! Tom McKeon once asked me to stop changing everything out there. I told him not to shoot the messenger; that I was only reporting what the property owner was doing to their land. It seems like every time the owner gets a buyer, they want a different configuration of the land. Then when the buyer backs out of the deal, the owner changes it back or to some new definition to try to satisfy a potential buyer. The owner of Rue Michelle once came in to complain that I kept changing the addresses. I told her that as long as she kept changing the definition of the land, the addresses would change to! Anywho, back to your problem. Number 20, Map 335 Parcel 074 was deleted and combined with Map v. 335 Parcel 073 (lot 5A). I currently don't have new address for Map 335 Parcel 073 because when the two vacant parcels got combined, I need to know where they plan on placing the building because now _. that 2 parcels became one, the parcel has'a lot of road frontage and I need to know where the house will sit before I can assign it a number to keep the house numbers in proper sequence. I will not be assigning --... #3 to any parcel out there. #20 came from the fact it was 200 feet from Rte6A to the center of Parcel 074. I could assign a number to that parcel because it had little frontage on the road. Number 3,"if it were ever assigned, would be to the first parcel on the street because the house/driveway would need to be 30 feet from Rte 6A and that property is already addressed as#4061 Main St/Rte 6A. This is why I don't try to second guess a number on a large parcel. The owner ends up building the house at a different location - than where I try to guess and the numbers end up out of sequence and I end up changing the house - number in the 11 th hour of occupancy when the fire department discovers the problem. I hate it when this happens and it doesn't get fixed and causes delays in emergency response. I do not want to find out about number sequence problems as a result of an emergency. No one said house numbering is easy! ' Hope this helps! Thanx, Frank - -----Original Message----- From: Flynn, Judith Sent: Wednesday,October 19, 2011 11:36 AM To: Schlegel, Frank Subject: 37 Rue Michele - Barnstable Frank... --. I'm having trouble with 37 Rue Michele vs 20 Rue Michele....20 Rue Michele (Map — 335 - Parcel 73 & 74) has a lot of paperwork pertaing to a septic problem..... but#20 does not exist in the system; and.as I can tell Parcel 74 does not exist. AND,,there are no building on Parcel 73. 37 Rue Michele (Map 335 - Parcel 065 Lot 1) has a building with three bedrooms...and, no history whatsoever....could#20 acutualy be#3 ti 10/24/2011 . � ,--i Cr 5 �r►y'h'1 �5 �,'M�, �'��V/ ° ally .�ti Y'jt c S'CA c�� -u rt�+ e• L, J $ ,yJlr- ,l "-j �- f- NI\1 L91� 1 /y r `ZI r '1y1 U.�) �1r-la , �ila � {,ii ,L F �' ° _' 't' 1 v # D:R�e\a ►ll.. ' ��Tl b'1�'� 1�/,, c' -✓'a ^lt (JI �� O.l L�'►Q `� Q y i�' �ILi`�pJ �R_ '��A., t lr'ff{✓� `-'C.�ej-1 .-_�)Jd'4/vv/ _- W 1.=3= �Y'?JN'S� — � yJ:�'l i✓ ��:J`/�y L 5-pi � �c , '� l- "CZ "t3� ' , 4b'lr� ''-yIlk 11 ' ifI�yCb Il y 03 �Ii,..) Oa GAS'+ ►sty ', .fyP �- r,l�h� � iiN �.W '> S �.�1�� IZ-2\ � (��� �". � `�.P1 � �0�er� '% �►' � '.`t a` �xE t Barnstable Town of Barnstable 9� AM&UIMMA Board of Health 200 Main Street, Hyannis MA 02601 - 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi September 17, 2007 Mr. Mark Dibb, P.E. BSC Group 657 Main Street, Unit 6A West,Yarmouth, MA RE. Variance Granfed/20=Rue Michele; Cum;maqud f+ A= 335;-73 and 74Y Dear Mr. Dibb, You are granted conditional variances, on behalf of your client, Marcia Elliott, to construct an onsite sewage disposal system at 20 Rue Michele Road, Cummaquid , Massachusetts, designed for three bedrooms without _ incorporating innovative/alternative (I/A) nitrogen reduction technology. The variance granted is as follows: Section 360-18 W: The soil absorption system will be placed in an area where there is _ not at least four feet of naturally occurring pervious soil below the entire leaching facility. This variance is granted with the following conditions: (1) The designing engineer shall submit nitrogen loading calculations based upon the actual size of the proposed lawn and dwelling roof. The final nitrogen loading, utilizing the calculation methodology recommended by the Cape Cod Commission,,shall not exceed five (5) parts per million. (2) No more than three (3) 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 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 three (3) bedrooms maximum. A copy of the recorded deed Q:\WPFILES\DibbRueMichelle2OO7new.doc r ' restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The septic system shall be installed in substantial compliance with the revised plans dated August 24, 2007. (5) 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 revised. plans dated August 24, 2007. This variance is granted because the submitted plan does meet all of.the provisions of the State Environmental Code, Title 5.. Although the applicant fails to meet a particular provision of the Board of Health Regulation, it appears that the new septic system will provide the same degree of environmental protection as normally required. Sin e ely y s, W yne filler, M.D. Chairm n Q:\WPFILES\DibbRueMichelle2007new.doc Y ZIiE DATE: i o b FEE: • s�xrtsr.►src. • � 9 MAS&t659. REC. BY f Town of Barnstable Vq S CHED. DATE: I� lDO Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-852-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: 20 & 32 Rue Michele, Cummaquid, MA Assessor's Map and Parcel Number: 335, Parcels 73&74 Size of Lot: 1.24 Acres Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: Rue Michele APPLICANT'S NAME: Marcia Elliott Phone 1-508-326-3600 Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: Marcia Elliott Name; BSC Group, Mark Dibb, P.E. Address: P.O. Box 277, Cummaquid, MA, 02637 Address: 349 Main St. W. Yarmouth, MA 02673 Phone: 1-508-326-3600 Phone: 1-508-778-8919 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) Article VIII - Marginal Lot: 4' Requesting modification to previously approved pervious material req. above max variance to allow a 3 bedroom dwelling with groundwater, 0' existing, 6' proposed no I/A in lieu of 4 bedroom w/I/A. NATURE OF WORK: House Addition 0❑❑❑❑❑ House Renovation ❑ Repair of Failed Septic System �� Checklist (to be completed by office staff-person receiving variance request application) `] Please submit copies in 4 separate completed sets. -ji - Four(4)copies of the completed variance request form C:I `'J Four(4)copies of engineered plan submitted(e.g.septic system plans) —q 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 pplicant's b1kpense(forTitle 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/lessee 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 C:\Documents and Settings\decollik\Local Settings\Temporary Internet Files\OLK1\VARIREQ.DOC ,�v) :. " 0 Complete items 1,2,and 3.Also complete ignatu item 4 if Restricted Delivery,is desired. ❑Agent 0 Print your name and address on the reverse ❑Addressee so that we can return the card to you. eceiv by(Panted ame C. a of elivery 0 Attach this card to the back of the mailpl (3t ;, 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 �J 3. S rvice Type 0 vV Certified Mall ❑Express Mail ❑Registered ❑Return Receipt for Merchandise i ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 7005 3110 0000 9004 9041 (Transfer from servi�' PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE First-Cl Mall C� "t Post gal'ge&Me's.Paid P d No.G7P, • Sender: Please print your na e�tess,�ZIP+4 i t is bbox\ I J I I I I ' I ' I I o Complete items 1,2,and 3.Also complete A. Sig re item 4 if Restricted Delivery is desired. 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X ❑Agent o Print your name and address on the reverse Addressee so that we can return the card to you. B. Received b PWR Name) C. Date of Delivery o Attach this card to the back of the mailpiece, P.0283� or on the front if space permits. D. Is d addre e t f.m item 1? ❑Yes 1. Article Addressed to:( If Y nter deli ad ess eldw: ❑No W� 5 '. 3. Se ice Type �O f WcgG tified Mail ❑Express Mail ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article N , 7�D 0 5 31r10) 0 0 0{y{9 0-0 4� 9 P 3 4 fil (Ransfer A v,. 1 1 �x I PS Form 3811,February 2004 Domestic Return Receipt 102595-02-M-1540 .j� yyt "�"l`%:T-. �k, +�: .�* �t'► X"^"? ,.fl�'� rw�wd'.'S� .,www«,w "�Msu�x�st�"' UNITED STATES r OSTAL SERVICE 9r�a � ,:• "`�d Irs A , � c. ai .....:�•?..., �:t..ts..,;�?,if;.r.,''�:?r .?�•�'t*'a ,fir :. :.++�n"'^k.,. _ dr I • Sender: Please print your name, address, and ZIP+4 in this box • • I VVV i .•,,,.:� .R iff ) f r 1ff.. 1 r p ff : !f i f%!1'??c1.f:%I f:ii0ftf?:i%If::??%?J91f?11?fi1?4111? t' I r y. , August 24, 2007 Town of Barnstable—Board of Health Thomas McKean 200 Main Street Hyannis, MA 02601 RE: 20 Rue Michele, Cummaquid, Massachusetts Dear Mr. McKean, I hereby authorize the BSC Group, Inc. to present on my behalf, the request for a variance for the above referenced parcel. Please give BSC Group, Inc. a call if you have any questions. Sincerely,. P Marcia Elliot 47 r PROJECT NO 48828.00 LOCATION 20 Rue Michele MBSC GROUP CALC BY Mark Dibb DATE 8/24/07 NITROGEN LOADING CALCULATIONS APPLICATION/USE: Residential EXISTING PROPOSED -TITLE V LOT SIZE: I 57678 s.f. I LOT SIZE: I 5767811s.f. IMPERVIOUS SURFACES: IMPERVIOUS SURFACES: Roof Area 4483 s.f. Roof Area 4483 s.f. Paved Area s.f. Paved Area s.f. NATURAL AREA: 53195 s.f. NATURAL AREA: 53195 s.f. lawn 9051 s.f.' lawn 9051 s.f. TITLE V FLOW: ITITLE V FLOW: Existing 440 gpd Proposed I 330 gpd RECHARGE 18 in/yr 1.5 ft/yr Natural Areas 40 in/yr 3.3 ft/yr Off Impervious Surfaces Page 1 of 7 EXISTING ACTUAL -4 BEDROOMS NO IA WASTEWATER 440 gpd x 3.785 Ugal 6 Ud x 35 mg/L = 62 mg/d IMPERVIOUS SURFACES: Roof 4483 s.f. x 40 in/yr x ft/12in x 28.32 Uft^3 x 1yr/365d = Ud 1159 mg/d x 0.75 mg/L = m /d Paved Os.f. x 40 in/yr x ft/12in x 28.32 L/ft^3 x 1yr/365d = L/d 0 mg/d x 1.5 mg/L = "» mg/d LAWN 9051 s.f. x 3 Ibs/1OOOsf"yr x 1 yr/365d x 454,000 mg/lb x 0.25 = mg/d NATURAL 531975s.f. x 1.5 in/yr x 28.32 Uft^3 x 1yr/365d = " 6 "' Ud 58289 + 870 + 0 + 8443 = 7.5 ppm ' 1665 + 1159 _ + 0 + 6191 Page 2 of 7 EXISTING -ACTUAL-4 BEDROOMS - NO IA WASTEWATER 440 gpd x 3.785 Ugal x(2.5/6"") Ud x 35 mg/L = 6: mg/d **Assume 2.5 people/unit IMPERVIOUS SURFACES: Roof 4483 s.f. x 40 in/yr x ft/12in x 28.32 L/ft^3 x 1 yr/365d = Y'1 ''Ud 1159 mg/d x 0.75 mg/L = mg/d Paved 70 s.f. x 40 in/yr x ft/12in x 28.32 L/ft^3 x lyr/365d = m Ud 0 mg/d x 1.5 mg/L = ` mg/d LAWN 9051 s.f. x 3 Ibs/1000sf*yr x 1 yr/365d x 454,000 mg/lb x 0.25 = y'mg/d NATURAL 53195 s.f. x 1.5 in/yr x 28.32 L/ft^3 x lyr/365d = L/d 24865 + 870 + 0 + 8443 = 4.2 ppm 710 + 1159 + 0 + 6191 SUMMARY-4 BEDROOMS W/O I/A Proposed Title V Flow = 7.5 PPM Actual = 4.2 PPM Final Calculation = (Title V Flow+Actual)/2 1 5.9 PPM lFor 4 Bedroom w/o I/A Page 3 of 7 PROPOSED -TITLE V-3 BEDROOMS WASTEWATER 330 gpd x 3.785 L/gal Ud x 35 mg/L = 37 `ti mg/d *35 mg/L x% nitrogen removal per alternative treatment: 0 % IMPERVIOUS SURFACES: Roof 4483 s.f. x 40 "3 x r/365d L/d in/ r x ft/12in x 28.32 L/ft 1 = 119 Y Y � 1159 mg/d x 0.75 mg/L = mg/d Paved -0 s.f. x 40 in/yr x ft/12in x 28.32 L/ft"3 x 1yr/365d = L/d 0 mg/d x 1.5 mg/L = - mg/d LAWN 9051 s.f. x 3 Ibs/1000sf*yr x 1 yr/365d x 454,000 mg/lb x 0.25 4 mg/d NATURAL 53195 s.f. x 1.5 in/yr x 28.32 Uft"3 x 1yr/365d = r Ud 43717 + 870 + 0 + 8443 = 6.2 ppm 1249 + 1159 + 0 + 6191 Proposed Nitrogen Loading: 6.2 ppm Page 4 of 7 r PROPOSED -ACTUAL-313EDROOMS WASTEWATER 330 gpd x 3.785 Ugal x(2.5/6'*) L/d x 35 mg/L mg/d Assume 2.5 people/unit *35 mg/L x% nitrogen removal per alternative treatment: 0 % IMPERVIOUS SURFACES: Roof 4483 s.f. x 40 in/yr x ft/12in x 28.32 L/ft^3 x lyr/365d = 1 L/d 1159 mg/d x 0.75 mg/L = ;mg/d Paved I 01s.f. x 40 in/yr x ft/12in x 28.32 L/ft^3 x lyr/365d = L/d 0 mg/d x 1.5 mg/L = A mg/d LAWN 9051 Is.f. x 3 Ibs/1000sf*yr x 1 yr/365d x 454,000 mg/lb x 0.25 = n mg/d NATURAL 53195 s.f. x 1.5 in/yr x 28.32 L/ft^3 x 1 yr/365d = I__Ud 18648 + 870 + + 0 + 8443 = 3.5 ppm 533 + 1159 + 0 + 6191 SUMMARY-3 BEDROOMS W/O I/A Proposed Title V Flow = 6.2 PPM Actual = 3.5 PPM Final Calculation = (Title V Flow+Actual)/2 = 4.9 PPM Page 5 of 7 pp 20 RUE MICHELLE, BARNSTABLE: Excerpt from February 2006 BOH Meeting: Variance Requests: A. Mark Dibb, BSC Group, representing Marcia Elliott— 20 Rue Michele, Barnstable, 51,692 square feet parcel, requesting variance regarding amount of pervious material above_groundwater, new construction, five bedrooms proposed. Mark Dibb was requesting a marginally lot variance for his client and said a soil testing was done in May 2005 and August 2005. Mr. Dibb will be seeking Conservation's approval as well. Mr. Dibb had an approved plan to update the entire length of Rue Michelle down to the cul-de-sac at end. The plan includes an 8-inch water main installed the entire length which will also service this lot. Mr. McKean said the engineer failed to show all test holes that were excavated on the property and the engineer did not show locations of percolation tests on the plan. Mr. McKean recommended denying the applicant's request for 100% variance from the regulation and that the plan be revised to meet Title V in regards to the test holes and percolation tests. Mr. Dibb said he will have the percolation test locations added. Mr. Dibb said he will be taking out the clay and replacing with 4 feet of pervious soil. Mr. McKean suggested more holes be done in the SAS area and pointed out the size of the reserve area is short 120 square feet. Mr. Dibb will be digging down 17 feet. Dr. Miller stated that with water at Test Hole 1 A, one of the concerns is that even if they excavate the clay, it may bring water up to the surface which would infiltrate the system. This is why only one hole in the SAS area is not adequate. Dr. Miller said he is reluctant to grant the variance to this degree until the lot is more completely evaluated and determined if there is a more adequate area on the lot. This area of the town is noted for extreme variability within a given lot. Mr. McKean noted that the August test was during the driest time of the year. Arlene Wilson, A.M..Wilson Associates,was representing Karen Samuel and Charlie Cory, owners of the property at corner of Rue Michelle just outside this development. Ms. Wilson was a member of the Conservation Committee in 1970's and had much awareness of Rue Michelle. Ms. Wilson pointed out the plan submitted had an error in referring to work as a repair. It is actually new i construction 'as spelled out in the variance application. Also, there were a number of percolation tests done on this lot according to the log book at the Health Division. There is no water elevation shown for Log 213 which is one of the doubled up lots. However, there is a note at the top of the log saying "estimated high ground water 44.9. Ms. Wilson assumed that was because there was Q:\MINUTES\EXCERPT OF MINUTES\MULTIPLE Hearings\EXCERPTS BOH 20 Rue Michelle_multiple dates 2005-2007.doc Page 1 of 6 modeling at that elevation, although the modeling doesn't show on the plan. The modeling would be as good an indicator of water weeping in the hole or; actually; standing water. Ms. Wilson stated there was missing information on the plan which should be provided. Ms. Wilson's concern was that there were no soil evaluation reports provided to the Health Division so there-is no way for the public to cross check the information. The.wetland showing on the lothas surface water in it. Last May, it had quite a bit. Ms. Wilson stated it would have been appropriate . for the survey crew to get a water elevation on the pond last May when they were g there. More importantly in terms of what the plan needs, Ms. Wilson said there is an area on her clients' property which also has a pond. On the plan, there are notations saying existing pipe invert. There are pipes that connect the ponds on both sides of road. Some are from the first try at this development in 1973-1974: If the surface water is mapped out, a portion of the reserve area is less than 100 feet from the surface water area. Houses #37 and #102-both had septic inspections done 2 days before the May percolation test on this lot. On House# 37, it said they had high water and didn't'dare dig up,an area because they were afraid of contamination. .Ms: Wilson says a more actual ground water should be 47 q feet, not 45.3 feet, in terms of where the bottom of the septic system should be. Ms. Wilson listed the number of variances missing'are: 1) setback for the reserve from the water area across the street, where they need about 10 feet, 2) the 4'.feet of soil above maximum ground water. They are not using maximum water elevation — should use 47 feet, 3) they haven't requested a variance from the methodology to determine ground water elevation (they should do percolation in March and April, or use the Frimptor method, 4) Section 28 of Chapter 360 Protection of Private Wells limits septic flow to 440 gallons per acre where any neighbors are on wells. The lots to the east are also on wells and since the plan doesn't propose public water for those, the lot needs 10,890 square feet per bedroom x 5, that means they are short 2,758 square feet. 5) A number of variances from Title V: providing percolation test information, the percolation method, you use the slowest not the fastest results. The assessor's show these as two lots. The assessor's value of the two lots of$140,000 for both stating they are . not really sure this lot can be'developed.. The way the lot is regraded, most of the surface flow will run into the pond area and no one has looked at what extent it will effect the neighbor. Dr. Miller said the area has 6 dots under a single owner and therefore, falls under the 1650 rule, require the consideration of shared or I/A systems. A treatment system may solve some of,.the problems. Mr. Dibb requested a continuance to April 18, 2006, meeting.° Granted. Q:\MINUTES\EXCERPT OF MINUTES\MULTIPLE Hearings\EXCERPTS BOH 20 Rue Michelle .multiple dates 2005-2007.doc Page 2 of 6 - ` EXCERPT FROM 4/18/06 BOH MEETING: Continued Items from Previous Meeting(s): A. Mark Dibb, BSC Group, representing Marcia Elliott— 20 Rue Michele, Barnstable, 51,692 square feet parcel, requesting variance regarding amount of pervious material above groundwater, new construction,five bedrooms proposed. Mark Dibb stated they made three changes. He revised: (1) plan from a 5 bedroom to a 4 bedroom proposed, (2) included a FAST 0.5 system, and (3) revised the grading in driveway area and added roof downspouts so any runoff will go into a catch basin to prevent it from going into the wetland area along the road. Also, he made the requested plan edits: (1) it is new construction (not repair), (2) they have added locations and depths of percolation tests performed, (3) a note is added to reference the ground water determination used and the . adjustment, and (4) added a note regarding plans referenced in the past. They also supplied the Health Division will additional soil test and percolation test data. Mr. Dibb explained there were two test holes on different days very close to.each other. Test Pit 2A was performed on May 11, 2005, dug to 60 inches and .stopped as there was quite a bit of weeping. Test Pit 1 B was done in August and there was no water at the time so they dug,240 inches (20 feet). Mr. Dibb stated they did not see any evidence of fill as they were about 2 feet away"from original test pit, and for the percolation test, they were down below the initial 60 inches and into undisturbed soil. The pervious material was determined down at 192 inches and that was undisturbed at that time. Arlene Wilson, A.M. Wilson Associates, representing the abutters, Karen Samuels and Charles Corey, questions the note now added to the plan regarding ground water adjustment which says an adjustment was necessary because it . was done during the high ground water time of year. Ms. Wilson said the Health Division's records state that work was done across the street, and slightly to the south, for a septic inspection at essentially the same time as this perc was done and shows the ground water as a couple of feet higher than this lot. Data has still not been given for the surface water in the impoundment areas immediately to N and NW of this lot. The plan still does not show the location of the wetland and drainage basin on her client's lot, nor the outlet for that basin which currently is an open channel with standing water in it. So, even though there is a setback and the leaching field is somewhat smaller now, the setbacks are from the end of a pipe and Mr. Dibb does not show what that pipe services. The Town GIS map for the area showing the wetland area (ponding area) and she believes the wetland at that time was about 90 feet. This information still needs to go on the plan to show whether they have sufficient distance of setback of reserve area. The photographs in the Health files of percolation"test and holes shows soil as , pretty grey which is generally an indication that there are saturated soils for a significant portion of the year. The grey soils come up to the surface and they QAMINUTES\EXCERPT OF MINUTES\MULTIPLE Hearings\EXCERPTS BOH 20 Rue Michelle_multiple dates 2005-2007.doc Page 3 of 6 finally found sand at around elevation 33 (20 feet down), which is also very grey and appearing to be water logged. Based on Ms. Wilson's observations in terms of the elevation of wetlands and surface waters, in the pond just to the north of this site, and the correlation between that and the soil evaluation report for the lot across the street, the ground water is pretty consistent at 47 feet. This is higher than the plan and does not have a ground water adjustment. It is known that the soils do not percolate. It may be reasonable to lean on the conservative side here. Ms. Wilson summarized the data obtained is inconsistent for the two tests in the front hole which is the only hole that passed, where it failed in May and passed in August. They will have to dig 17 feet down, and water from surrounding area will leach in. The catch basin at the driveway area, between the SAS and the ponding area north of the lot, is in bad soil as well and unless they dig 17 feet for catch basin, it won't work and drainage will fill up the septic system. The new.design is better because of the reduced bedrooms and the nitrogen removal will be good if the system is occupied and used year-round, but system is still questionable to her. Ms. Wilson feels some variance requests are still missing, i.e., the setback from the ponding area across the street, and Title V in terms of ground water adjustment method, not doing the percolation test in the most restricted soil, not using slowest percolation to size the septic system, and she feels they clearly did a percolation test in disturbed ground. Dr. Miller asked applicant to find out the distance of setback of reserve area to ponding area. Dr. Miller feels a site inspection would help to make a decision. Mr. Dibb responded to Ms. Wilson's questions. Mr. Dibb explained when Ms. Wilson refers to inspection reports and.GIS, they are different datums. Mr. Dibb tries to put the plan on a datum close to a Roadway Design Plan. This plan is 0.18 off of a Design Plan from the 7O's. These are assumed datums. The inspection report does not say was datum it is on. The original soil tests were May 11, 2005. Mr. Dibb researched data from a couple of local wells'and found May was the wettest month of year. Therefore, he did not need a groundwater adjustment based on the regulation that it was the wettest month of year. Mr. McKean said the Health Division has been trained to use the closest water body level as the guideline; here it would be 47 as Ms. Wilson had mentioned. Mr. Dibb referred to the ponding area, to the clay pipe: he said that ponding area does not have wetland species: It does get wet during the year. If you Look at 100 feet from reserve area, he feels he still complies using the 47 feet. Dr. Canniff said he has been out to the site and he is not comfortable with the property and would like a site visit. '• Upon a motion duly made by Dr. Canniff, seconded by Mr. Kaufman, the Board voted to do a site visit with Mr. McKean and Mr. Dibb at the location on.May 2 at 3pm, and Mr. Dibb will have it stacked out. (Unanimous vote in favor.) Q:\MINUTES\EXCERPT OF MINUTES\MULTIPLE Hearings\EXCERPTS BOH 20 Rue Michelle_multiple dates 2005-2007.doc Page 4 of 6 EXCERPT FROM 5/16/06 BOH MEETING MINUTES: Continued Items from Previous Meeting(s): A. Mark Dibb,BSC Group, representing Marcia Elliott— 20.Rue Michele, Barnstable, 51,692 square feet parcel, requesting variance regarding amount of pervious material above groundwater, new construction, four bedrooms, FAST I/A system proposed. Mark Dibb and Richard Clark of BSC Group were present. Mark Dibb said previous revisions are changing from 5 bedrooms to 4 bedrooms, added an FAST I/A System, added run-off control measures to keep additional run-off from entering wetlands, and added a 40 mil polyliner around the entire soil absorption system at a depth of 2 feet below the interface (so at a depth of 66 inches). Also, they have not requested any dimensional variances from the wetlands. Dr. Miller mentioned they did a site visit at the property reviewed the test holes done at the other lots. This is the only non-conforming system needed. The Board will review the increased protection versus the increase to cost, which is almost tripled. The lots with abutters on wells will be limited to one bedroom for every 10,000 square feet for the project, and # 20 will be limited to 4 bedrooms, Mr. McKean recommended the wastewater effluent must be tested quarterly during the next two years and once annually thereafter for pH, BOD5, TSS, and TN. Also, throughout the life of the I/A System, the System shall be under an operation and maintenance (O&M) contract. Arlene Wilson spoke representing abutter and stated there are no elevations given for the surface grade at the actual percolation tests and the numbers do not correspond to the test pit numbers on the site plan for this lot. Test Pit 2 is actually Test Pit 2A on the site plan. It says ground water observed is 54 inches, but the symbol on plan says 42 inches. Mr. Dibb explained the ground water is at 54 and the symbol has a line pointing to 54 inches. Dr. Canniff discussed reconfiguring the two lots to avoid an easement and avoids. an I/A system. Kieran Healy of BSC Group explained the town has a shape factor regulation and in this case, they need a one acre lot and if they do a `pork chop' shaped lot, it will not have enough room left over. The Zoning Board of Appeals would need to approve a variance and it would be hard to obtain this variance. Dr. Miller expressed that if they have to vote on it as it is, he would vote against it because he feels there may be another option that would be better and that ' would be to reconfigure unless it creates a hardship by losing a lot. BSC Group would like to continue but believes the variance will still be needed. They will make every effort to avoid the need of the variance. Q:\MINUTES\EXCERPT OF MINUTES\MULTIPLE Hearings\EXCERPTS BOH 20 Rue Michelle_multiple dates 2005-2007.doc Page 5 of 6 � 5 Upon motion duly made by Mr. Kaufman, seconded by Dr. Canniff, the Board voted to continue until the next meeting so they can come back with a revised plan. (Unanimous vote in favor.) EXCERPT FROM BOH MINUTES -JUNE 13, 2006: III. Continued Items from Previous Meeting(s): A. Mark Dibb, BSC Group, representing Marcia Elliott— 20 Rue Michele, Barnstable, 51,692 square feet parcel, requesting variance regarding amount of pervious material above groundwater, new construction, four bedrooms, FAST I/A system proposed. Mark Dibb presented his revised plan dated 5/22/06. He summarized changes to date: changed from a five to a four-bedroom, they incorporated a FAST I/A System, have a catch basin for run-offs,and have added a liner around the entire system. The new plan revision changed the property line adding a pie-shape of 40 feet (an additional 6,000 square feet). Mr. Dibb explained this allowed them to move the leaching area to the south, away from the wetland. They moved the entire house and drive 10 feet to the south. He also added another foot of separation from the ground water, now being 6 feet of separation. The only variance they are requesting is the minimal lot variance. Upon motion duly made by Dr. Canniff, seconded by Dr. Miller, the Board voted approval for the marginal lot with (a) Installation in accordance with the engineering plan dated 5/22/06, (b) No more than four (4) bedrooms are authorized at this. property, and (c) The applicant shall record a properly worded deed restriction, signed by the property owner, at the Registry of Deeds restricting the number of bedrooms at this property to four (4), before the applicant obtains a disposal works construction permit. EXCERPT FROM BOH MINUTES — 9/11/07: A. Mark Dibb, BSC Group, representing Marcia Elliott— 20 Rue Michelle, Barnstable, 1.24 acres, house addition, one variance. Mark Dibb presented the new planreducing the previously approved four- bedroom VA plan to the current three-bedroom plan without an I/A system. Arlene Wilson, representing the'neighbors, said they,are happy to see the reduced number of bedrooms but had a question on the size of the lawn'. Upon a motion duly made Mr. Sawayanagi, seconded by Dr. Cannff, the Board voted to approve the proposed spec plan with the following conditions: (1) a three-bedroom deed restriction will be recorded, and (2)when the final permit is applied for, the final plan must have the calculation for nitrogen loading (including the structure, the driveway, and the lawn) must be under 5 parts per million. (Two voted in favor, Dr. Canniff voted against.) Q:\MINUTES\EXCERPT OF MINUTES\MULTIPLE Hearings\EXCERPTS BOH 20 Rue Michelle_multiple dates 2005-2007.doc Page 6 of 6 . _New VA Svstem Permit Summary Sheet I e K Site Information �/l�f l� 3 3,s —®73 U�. � Town: � Town Permit# # Assessor Map/Parcel: JF 3 j_ ® J Unique Town ID # Site Address: 6�R��I I_ Owner Name: 2j,"a f R EjL j o-M Grp Altername Name: Home Phone: 3� 3�� Mailing Address: Work Phone: Title 5 Information Building Type/Use: �5i�WTOLd /Uo �� �esign Flow: VA(gpd) r Seasonal• Yes ❑ No ❑ Unknown ❑ Bedrooms: Title V N.S.A.: Yes ❑ No ❑ Unknown ❑ Lot Size: Non-standard components: Please list all components e.g. i/A treatment unit,pump chamber, pre-and post equalization tanks,pressure distribution SAS, effluent filter, UV unit, etc., and maintenance schedule for each component e.g. quarterly, 2x/yr, annual, etc. I/A Treatment Unit '3g) M Make and Model: ✓art icRe F4.�' ®� F S6�DEP Permit Type: ❑ General Approval Date: , 11 COC Date: ❑ Provisional Contract Entity: ❑ Remedial Contract Start Date: Contract Duration: ❑ Pilot Installation Date: Unit Startup Date: DEP Permit ID# Alor Aa� L �C.)b� Influent/Effluent Monitoring Requirements and Water Quality Limits Please indicate water quality parameters that must be monitored and any town mandated water quality limits;if no limits are shown, we will assume parameters and effluent limits specified in the system's DEP approval will apply. Effluent N®3 iT&A-rf- KT+AT✓4 s� D �f��A� IVir�4A�v Aei� � PH BOD5 X CBOD ❑ , TSS TN L 19 M,� rim i rate Nitrite ❑ Organic N ❑ Ammonia ❑ TKN ' Fecal Coliform Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑— Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: (' 14-< Other Applicable Limits: Influent Ifan A�e►nuA�� '�r��®,,�-�— t+s L.j�r� PH ❑ BODS ❑ CBOD ❑ TSS ❑ TN ❑ Nitrate ❑ Nitrite ❑ Organic N ❑ Ammonia ❑ TKN ❑ Fecal Coliform ❑ Total P ❑ Organic P ❑ TDS ❑ Oil/Grease ❑ Conductance ❑ Alkalinity ❑ Water Usage ❑ Temp. ❑ Monitoring Schedule: Other Applicable Limits: s Tracking# Entered: Entered By: FAX:508-375-6880 bciatech@cape.com r Town of Barnstable Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,R-S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. July 14, 2006 Mr. Mark Dibb, P.E. BSC Group 657 Main Street, Unit 6A West Yarmouth, MA ananee G=rand/20 Rull �icheleCUmtraqurd � x_ IA"Techn�lo9§Y � X � .: . . / 5 4, Dear Mr. Dibb, You are granted conditional variances, on behalf of your client, Marcia Elliott, to construct an onsite sewage disposal system at 20 Rue Michele Road, Cummaquid , Massachusetts. The variances granted are as follows: Section 360-18 (A): The soil absorption system will be placed in an area where there is not at least four feet of naturally occurring pervious soil below the entire leaching facility. These variances are granted with the following conditions: (1) No more than four (4) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to four (4) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The applicant shall submit an operation and maintenance (O&M) contract to the Board of Health prior to obtaining a disposal works construction permit. Throughout its life, the System shall be under an operation and maintenance (O&M) agreement. The System owner shall be responsible for maintaining a contract with the Company or the Company's approved operation and maintenance contractor. Q:DibbsRueMichele2006 20 (4) The applicant shall submit a monitoring plan to the Board of Health. The wastewater effluent shall be tested quarterly for pH, BOD5, TSS and TN during the first year of operation and annually thereafter (5) The System shall not exceed 19 milligrams per liter total nitrogen (TN) concentration measured as the total TKN (total Kjeldhal Nitrogen), NO3-N (Nitrate nitrogen) and NO2-N (Nitrite nitrogen). (6) The innovative/ alternative (I/A) nitrogen reduction septic system shall be installed in substantial compliance with the revised plans dated May 22, 2006. (7) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans dated May 22, 2006.. These variances are granted because the submitted plan does meet all of the provisions of the State Environmental Code, Title 5. Although the applicant fails to meet a particular provision of the Board of Health Regulation, it appears that the new septic system with I/A technology as designed, will provide the same degree of environmental protection as normally required. Si cerely yAiller, y A. . hai an Q:DibbsRueMichele2006 TOWN OF BARNSTABLE Health Division— 200 Main Street - Hyannis, MA 02601 ' �pF THE 1p� FAX ���; Date: C) * BMWSTABMMAS& • 039 Number of pages including toyer sheet: s6gq. ,0� �prFG MA'S A To n From: SHARON CROCKER "5U-S ►'1 �f}S� �`1��-S B(iP, Town of Barnstable Health Division c-rh Mail to: 200 Main Street Phone:. $—3 S— teas 75 -1p 999 Hyannis,MA 02601 Fax phone: , — 3 W o� — a (p.O' Phone: 1-508-862- ��9 CC: Fax phone: 1-5087790-6304 REMARKS: [:1 Urgent Fbr your,review:. ElReply ASAP El Please comment � u P. 1 COMMUNICATION RESULT REPORT ( AUG. 3.2006 11:32RM ) TTI BARNSTABLE BOARD OF HEALTH FILE MODE OPTION ADDRESS (GROUP) RESULT PAGE ---------------------------------------------------------------------------------------------------- 048 MEMORY TX 915083622603 OK P. 4/4 ---------------------------------------------------------------------------------------------------- REASON FOR ERROR E-1) HANG UP OR LINE FAIL E-2) BUSY E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION TOWS a aF BARKSTABLE . Health Division—200 Main Street - Hya is, MA 0260,1 Lo' f FAX : Date:SA1WW�IAB Una Number of pages including coyor sheet: 1639. To From: SHARON CROCKER 4-jo !45! �.�5.. . u Town of Barnstable Health Division Mail to: 200 Main Street Phone:. 8w �p -r�& Hyannis,MA 02601 -• r Fax phone: AV V�r 3 (o 0 , o7 (&O ,Phone; ` Z-508.8b2- i 3 CC: Pax phone: 1-508490-6304 I.i L19tllE DATE: + FEE: + BARNSPABIE, r y MASS gEC C. BY / /� Ivy Town of Barnstable SCHED. DATE: Board of Health 200 Main Street,Hyannis MA 02601. Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 inner Kan,M .H. �ayne A.Ng�er,M.RM VARIANCE REQUEST FORM r LOCATION ; t Property Address. 20 Rue Michele Cumma uid MA Assessor's Map and Parcel Number: 3 3 5/7 3 & 74 Size of Lot: 51 ,692 s f. w r- z-` r •. Wetlands Within 3.00 Ft. Yes X Business Name: Oj No Subdivision Name: #305 APPLICANT'S NAME: Marcia Elliott Phone Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: Marcia Elliott Name: Mark Dibb _ BSC Group,. Inc. Address: P.O. Box 277 Address: 657 Main Street, Unit 6 .. CummacLidd,- MA 02637 W: Yarmouth, MA 02673 Phone: 508-326-3600 Phone: 508-778-8919. VARIANCE FROM REGULATION(List Rag) REASON FOR VARIANCE(May attach if more space needed) / Article VIII - Maringal Lot l- 4 ' pervious material above. max groundwater required, 0 ' existing seetenclo ed plans for dt- -ai 1 :G s" • 4-NATURE OF • House Addition ????? Huse Renovation 0 Repair of Failed Septic System'D Lw construction Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ 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) C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK3\VARIREQ.D0C lee,��S AWN cra;s Sires ilei f1 1 . IN BSC 'GROUP A.M prc V id"lift thal cieaie, Value "p 657 Main Street Unit 6 A May 12, 2006 Route 28 West Yarmouth . K= MA 02673 0 Town of Barnstable—Board of Health _ Attn: Thomas McKean Tel: 5o8-778-891g 200 Main Street 8o0-288-8123 Hyannis, MA 02601 Fax:508-778-8966 RE: Rue Michele Residential Development—Review of Board of Health Article XIII www.bscgroup.com Innovative and Alternative Systems— 1650 G.P.D. for Development , Dear Members of the Board, On behalf of the applicant, Marcia Elliott and request of the Board, BSC Group, Inc. has h Town of performed a review of the above referenced project pursuant to Article XIII of the - P J Barnstable Board of Health Regulations. 4 Project Overview Existing Conditions The proposed residential development consists of seven (7) new single-family '^ 'z residences on existing 1+-acre lots. It is assumed the residences will be 3, 4 and 5 { bedroom houses but may vary based on the sale of the lots and all applicable rules and j MF regulations. These lots along with two (2) developed lots are all under common ownership and therefore fall under review of the Board per Article XIII. The scope of the project also includes the required upgrade of the roadway; as previously approved - by the Town Engineering Department. The roadway upgrade includes a new water a main to service all nine (9) dwellings, new roadway surface, underground utilities, and _ anew drainage system. . Soil Conditions Extensive soil testing has been performed over the entire subdivision and the results are on file at the Health Department. An Exhibit has also been prepared to better display the location of the test pits and a copy has been provided with this letter. Engineers Groundwater Environmental Scientists Based on available Town Mapping, actual ground,water exists at depths of 18 to 35 feet. The only lot that qualifies as a "Marginal Lot" per the Town of Barnstable GIS Consultants regulations is Lot 1 (20 Rue Michele, as shown on the exhibit) which is currently before the .Board for a variance request. All the other lots have areas of suitable Landscape material for sewage disposal and it is anticipated that no other variances will be Architects requested for the entire subdivision. Groundwater information has been provided in the soil test logs and is shown on the Test Pit Exhibit. Planners Surveyors a • ,.- , Town of Barnstable—Board of Health ` v; May 12,2006 Page 2 Wetlands and Nitrogen Sensitive Areas The only Bordering Vegetative Wetland affecting the vacant lots within the subdivision is delineated on lot 1. Furthermore, no portion of the subdivision is within a Town or State delineated nitrogen sensitive area. Sewage Disposal System Options Per request of the Board and for benefit of the.applicant, BSC has reviewed two options regarding the siting of Sewage Disposal_Systems at the above referenced parcel. This section will discuss each option and will provide information on the environmental benefits and feasibility of each type of system. Please note that every option includes the proposed I/A system for Lot 1 which is currently before the board for the "Marginal Lot" variance. Option 1 —Individual Sewage Disposal Systems This option includes developing the 7 vacant lots with single-family dwellings to be served with their own individual septic systems. .With the exception of Lot 1, which has an Innovative Alternative System proposed, all the systems will be gravity fed standard systems. These systems will satisfy all the state and local regulations for subsurface sewage disposal. Based on the soil and groundwater conditions, it is our belief that additional treatment by Innovative Alternative systems would not substantially benefit the environment. k, Individual systems would allow the development to be free of the burden of easements and covenants that a shared system would put,on the lots. They would also allow the ' road upgrade to begin immediately, since additional permitting will not be required. This will allow the sale of individual lots to begin after the roadway construction. The approximate construction costs of the 7 individual systems is $120,000. Very 4 .3 limited legal counsel, additional permitting beyond each system, and easements (if any) would be required under this option. Option 2 —One Innovative/Altemative shared system The final option is to propose a single shared I/A system to serve the seven vacant lots and to also include the 2 existing dwellings. This system would include individual septic tanks at each dwelling with outlet filters to ensure system functionality: It would require a sewer line to be installed within Rue Michele to pipe the effluent to the I/A unit and a pump chamber which would be located approximately at the cul-de- sac. Finally, a pressure dosed soil absorption system would be sited at the rear of lot 5. The major benefit to this system is the location of the S.A.S. being in the best available soil on the site. The environmental benefit is similar to the option 1, since.there is generally no groundwater issue .over the entire subdivision, the added nitrogen removal of the I/A system would be negligible in comparison to the other option. This option would require many easements, a detailed form of ownership, financial assurance for the life of the system,.and costly operation and maintenance programs over the life of the system. ' am L., wxSMso_. Town of Bamstable—Board of Health • -- May 12,2006 Page 3 The approximate construction cost of this option is $310,000. This cost estimate does not include legal and permitting fees for easements and required documents, operation and maintenance programs for the I/A components and the interest and hardships incurred by the applicant as a result of the additional permitting time required. Please note the construction costs herein have been provided by a licensed installer and are estimates based on conceptual system designs and quantities. Final " construction costs will be based on permitted site plans yet to be designed and submitted. Summary Based on the information provided herein, both options would provide similar environmental protection but with different levels of encumbrances and costs as described above. A summary of the general site conditions is as follows: 1. The lots are not in a Zone II; 2. The lots are not in a Barnstable Groundwater Protection Area; 3. A water main is to be installed to service all nine (9) lots; 4. All lots are greater than one (1)acre; ` 5. The only variance required is for Lot 1 for depth to perched water, Town of Barnstable; 6. No Title 5 variances are required for any lot. Conclusions The applicant and BSC understand the Article XIII bylaw and the level,of environmental protection it is aimed at providing. ,However, based on the facts that no additional. variances are needed, the size of the lots, the desired type of ownership of the lots, the proximity of the lots to surface water,and the analysis provided above, and the hardship ` placed on the applicant by possible permitting delays and costs,BSC requests that the applicant be allowed to move forward with Option 1. Please feel free to contact BSC Group if you have any questions. Sincerely, BSC Group, Inc. Mark D. Dibb, P.E. Town of Barnstable Board of Health M i! MASS. ' 200 Main Street - Hyannis MA 02601 9 ass. i639• AjFp�,fA Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form received on �/dl�6 the Petitioner(s), �'l 2"!L . -g-A& regarding the property at X✓zE M,,z&,yc the petitioner(s)and the Board of Health agree that the Board of Health has until (insert date)to act upon the Petitioners'completed application for a variance. In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner(s): Board of Health: Signature: Azz &Z Signature: Petitioner(s)or Petitioner's Representative Chairman Print: //1///4er— AT& lj Print: . Wayne Miller, M.D. Date: Date: Address of Petitioner(s)or Petitioner's Representative SC G2o✓Pr �.�� Town of Barnstable Board of Health ,45-7 Public Health Division �a�rc2o��� , ltilf9 d1-67 3 200 Main Street Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc l7E HA ?a;19, Page: 1 ,o CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory Report Dated: 10/17/2006 Report Prepared For: Pat or Tera Order No.: G0638437 P. K. M. Contractrors, Inc. P O Box 775 East Dennis, MA 02641 Laboratory ID#: 0638437-01 Description: Water-New Main Sample#: #1 Sampling Location: Rue Michele Rd.W.Barnstable MA Collected: 10/6/2006 Collected by: Chris S. End of Line Received: 10/6/2006 Test Parameters ITEM RESULT UNITS RL MCL Method# Analyst Tested Note LAB: Microbiology Total Coliform 0 (TNTC) P/A 0 0 MF-SM 9222B AF 10/6/2006 Laboratory ID #: 0638437-02 Description: Water-New Main Sample#: 42 Sampling Location: Rue Michele Rd.W.Barnstable,MA Collected: 10/6/2006 Collected by: Chris S. Beginning of Line Received: 10/6/2006 Test Parameters ITEM RESULT UNITS RL MCL Method# Analyst Tested Note LAB: Microbiology Total Coliform 0 (TNTC) P/A 0 0 MF-SM 9222B AF 10/6/2006 Approved By: ab irec�gcam r„a C,7 r o Y „. .. 1� ,. 1 � ..+..t il'- .;�f:�F r ,. t.. r,i.a• .� 1:^-,r,.\•tl 1 - ' RL Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Town of Barnstable �F THE Tp� Board of Health * MMM STAB 200 Main Street - Hyannis MA 02601 MASS. 9� 163g. 10� ArEO��p Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form received on the Petitioner(s), __,4ic CT�PA � regarding the property at 20 Zvi- A4r-c c.4-,- the petitioner(s)and the Board of Health agree that the Board of Health has until (insert date)to act upon the Petitioners' completed application for a variance. In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. Petitioner(s): Board of Health: Signature: �G? vf Signature: Petitioner(s)or Petitioner's Representative Chairman Print: 41A> 4 0--,66 Print: Wayne Miller, M.D. Date: L/LS/G Date: Address of Petitioner(s)or Petitioner's Representative Town of Barnstable Board of Health 6r j,, �¢ vim¢ `' Z Public Health Division r-41 /$I e 07G-7 200 Main Street Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc BSC GROUP a.� . ;u 657 Main Street Unit 6 May 12, 2006 Route 28 West Yarmouth MA 02673 Town of Barnstable—Board of Health Attn: Thomas McKean Tel: 508-778-8919 200 Main Street 800-288-8123 „ < Hyannis, MA 02601 Fax:508-778-8966 RE: Rue Michele Residential Development—Review of Board of Health Article XIII www•bscgroup.com Innovative and Alternative Systems— 1650 G.P.D. for Development Dear Members of the Board, On behalf of the applicant, Marcia Elliott and request of the Board, BSC Group, Inc. has performed a review of the above referenced project pursuant to Article XIII of the Town of - Barnstable Board of Health Regulations. Project Overview Existing Conditions The proposed residential development consists of seven (7) new single-family residences on existing 1+-acre lots. It is assumed the residences will be 3, 4 and 5 bedroom houses but may vary based on the sale of the lots and all applicable rules and regulations. These lots along with two (2) developed lots are all under common ownership and therefore fall under review of the Board per Article XIII. The scope of the project also includes the required upgrade of the roadway, as previously approved by the Town Engineering Department. The roadway upgrade includes a new water main to service all nine (9) dwellings, new roadway surface, underground utilities, and anew drainage system. . Soil Conditions Extensive soil testing has been performed over the entire subdivision and the results are on file at the Health Department. An Exhibit has also been prepared to better display the location of the test pits and a copy has been provided with this letter. Engineers Groundwater Environmental Scientists Based on available Town Mapping, actual ground water exists at depths of 18 to 35 feet. The only lot that qualifies as a "Marginal Lot" per the Town of Barnstable GIS Consultants regulations is Lot 1 (20 Rue Michele, as shown on the exhibit) which is currently a before the .Board for a variance request. All the other lots have areas of suitable Landscape material for sewage disposal and it is anticipated that no other variances will be Architects requested for the entire subdivision. Groundwater information has been provided in the soil test logs and is shown on the Test Pit Exhibit. Planners Surveyors a 6� Town of Barnstable �F IHE Tp� Board of Health * STAB , * 200 Main Street - Hyannis MA 02601 y MASS. g 1639• AlfD��A Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form received on a-6 243 z4xet the Petitioner(s), 114^eX- Qr13& f BSA. regarding the property at 0-0 R,yt- iw4,-L S4' ,T- the petitioner(s)and the Board of Health agree that the Board of Health has until i9 0�_ t` _ ZO-Oz (insert date)to act upon the Petitioners'completed application for a variance. In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. t+ $ Petitioner(s): Board of Heal Signature: _ Signature: etitioner(s)or Petitioner's Representative Ch ' man Print: b s�" Print: Wayn Miller, M.D. Date:T28�,96 Date: Address of Petitioner(s)or Petitioner's Representative 6S� � < G Town of Barnstable Board of Health �4. � Public Health Division 200 Main Street Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc f Town of Bamstable—Board of Health .;.:. May 12,2006 ' Page 3 } The approximate construction cost of this option is $310,000. This cost estimate does not include legal and permitting fees for easements and required documents, operation and maintenance programs for the I/A components and the interest and hardships incurred by the applicant as a result of the additional permitting time required. Please note the construction costs herein have been provided by a licensed installer and are estimates based on conceptual system designs . and quantities. Final construction costs will be based on permitted site plans yet to be designed and submitted. Summary Based on the information provided herein, both options would provide similar environmental protection but with different levels of encumbrances and costs as described . above. A summary of the general site conditions is as follows: 1. The lots are not in a Zone II; 2. The lots are not in a Barnstable Groundwater Protection Area; 3. A water main is to be installed to service all nine (9) lots; 4. All lots are greater than one (1)acre; 5. The only variance required is for Lot 1 for depth to perched water, Town of Barnstable; 6. No Title 5 variances are required for any lot. Conclusions The applicant and BSC understand the Article XIII bylaw and the level of environmental protection it is aimed at providing. However, based on the facts that no additional. variances are needed, the size of the lots, the desired type of ownership of the lots, the proximity of the lots to surface water and the analysis provided above, and the hardship placed on the applicant by possible permitting delays and costs, BSC requests that the applicant be allowed to move forward with Option 1. Please feel free to contact BSC Group if you have any questions. Sincerely, BSC Group, Inc. Mark D. Dibb, P.E. • Town of Barnstable—Board of Health May 12,2006 = ; Page 2 ° Wetlands and Nitrogen Sensitive Areas The only Bordering Vegetative Wetland affecting the vacant lots within the subdivision is delineated on lot 1. Furthermore, no portion of the subdivision is within a Town or State delineated nitrogen sensitive area. Sewage Disposal System Options Per request of the Board and for benefit of the applicant., BSC has reviewed two options regarding the siting of Sewage Disposal Systems at the above referenced parcel. This section will discuss each option and will provide information on the environmental benefits and feasibility of each type of system. Please note that every option includes the proposed I/A system for Lot 1 which is currently before the board for the "Marginal Lot" variance. Option 1 —Individual Sewage Disposal Systems This option includes developing the 7 vacant lots with single-family dwellings to be served with their own individual septic systems. With the exception of Lot 1, which has an Innovative Alternative System proposed, all the systems will be gravity fed standard systems. These systems will satisfy all the state and local regulations for subsurface sewage disposal. Based on the soil and groundwater conditions, it is our belief that additional treatment by Innovative Alternative systems would not substantially benefit the environment. Individual systems would allow the development to be free of the burden of easements and covenants that a shared system would put.on the lots.. They would also allow the road upgrade to begin immediately, since additional permitting will not be required. This will allow the sale of individual lots to begin after the roadway construction. The approximate construction costs of the 7 individual systems is $120,000. Very . limited legal counsel, additional permitting beyond each system, and easements (if any)would be required under this option. Option 2—One Innovative/Alternative shared system The final option is to propose a single shared I/A system to serve the seven vacant lots and to also include the 2 existing dwellings. This system would include individual septic tanks at each dwelling with outlet filters to ensure system functionality. It would require a sewer line to be installed within Rue Michele to pipe the effluent to the I/A unit and a pump chamber which would be located approximately at the cal-de- sac. Finally, a pressure dosed soil absorption system would be sited at the rear of lot 5. The major benefit to this system.is the location of the S.A.S. being in the best available soil on the site. The environmental benefit is similar to the option 1, since there is generally no groundwater issue over the entire subdivision, the added nitrogen removal of the I/A system would be negligible in comparison to the other option. r This option would require many easements, a detailed form of ownership, financial assurance for the life of the system, and costly operation and maintenance programs over the life of the system. �a F r. , k CI. GROUP. $: { ' s 657`Main'Street Unit 6 January 4, 2005.., r4�lesi�outh MA' 0673 Y s . Town ofBarristable Board of=Health `> 5088 gq q Thomas McKean ? FiSoss s966 2.00 Main Street -'Hyannis;MA 02601 o^ • -RE: ' Rue Michele•Residential•Developrrmnt Review of Board of Health Article_XIII rri r� Innovative and,Alternative Systems—A650 G.P.D. for Development ' Dear-Mr 1VIeKean, , Ori behalf of the_-a licant Marcia Elliot BS:C Grou Inc.is re ue'tin a review;of the - pP , p, q g proposed,residential.development on Rue Michele in Currimaqud under article XIIh of the Town of Barn stable:Board:of Health Regulations 'The:p`roposed residential development consists of eight(8)news>ngle family residences -- °on°existirig,I+-acre lots:'It isassuined the residences wil-b 5 bedroom houses`but is Subject to nary based'on the sale of thedots LThe dwellings are to be serviced by a new waterline that is being installed as part:of the,roadway improvement project._that.has ' t already been approved' ` ,-Attached arethe approved subdivisionplans;for the.reference project:. ' z ;i Please'give me a call if you have any:quest>ons _ { Srncerely, Mark'D Dibb, P:E: -'The BSC Group, InC En�ineei ° - - s Env►ronrrmental - 4 Scientists GIS:Consultants t Landscape Y ,• Architects` ` ? f Planners s r Surveyors:` • 1 f t _ $� y „ I 9� dQa wig . - Art, , r r � raaej� Al1O/OM .tl b - - - _, • �_ A 'S.oLILiNt ~ ' Gx ti sill ,-Al jog _L u 8 : � SA sip sy�� e syg iQ� AIM bg € �.: a 9�q�on OUR b= gym � Kyb4'pg" d � AFy y6 �i 1P4 uYs F�l - ��y • C8AWl � s EQY PER r' $� KN PER .1 B tiaz I am 3m •� � ��� .a� 9 �` � � �s� k � an Nram AavN a � b ..._ .]1aY15Natlfli0 Nn01 N1 A JD In 2 �zi'oc� cn r=i SOX i rn R . . r' U _ate 0 A Q , - aAVMaa AN aMD - -. l � Lot 1'; 'Lot4 - M—i:l3R 34 tt` :- Lin A2N2 I-M Awn Ili � I \� °lYr Lot 3 or t}Y !� zae A2u Lot 2 ca 9+r•va 4 - ayv Hedroad. Mess. E.O.T.C,r. aW ....a LOCUS MAP'` OWNER OF RECORDAIR s _YN21'.tOW'3 � 6 ASStBM MY 223 PANm 25 piL[y011�0.= 'u Q • ILNS a MITMM/O1A Pam rm C 4'. .. Y AS 9NNM1 M1 L•AIWMMiT VANf1 f3WQH Sml 0 ' J t DAIm JAr i/N2 S r REFERENCES ZONING SUMMARY - n®I=nn PAGE 2n. _ PA°B=2x PAM S' ' PLAN OF. LAND e RA LOT on ar a Ian tot mml#z xo' Isr, BARNSTABLE. MA m m 22xA« AIpMIMp.a MEADOW POND, INC. BARNSTABLE PLANNING BOARD air xi,xoas . . APPROVAL fACM)W SAMRS 1V. CONNOt LAW/S NOT Rm m 1 min 1MAT➢9 MN Mu MAW a - 2xaNAta AWN=O L tuNAIR'1, - APO As AMaom+.NMANr T. e.oa.. ves � down-cape engineering, Luc' - NO(ralBlavA/pv As>a n+ - CML ENGINEERS - . ■A �0M1N SBoN at LAND.SURVEYORS ' Fm am2m ux w2LApm er N[A40w d52Nnx12Nx DAM Awa R . 0.1E ciew 2L - Y � BS "G' ,w( y. 60 Main Street 1< .. Unit-6, i t Route z8 c: January 4;2005 , West Yarmouth MA_ 7 oz673 - , Town of Barnstable Board of Healtfi Tel:_5o8 778 89�9 . Thomas McKean 'K F,ax:5o8-7A:8966 r 200'Main Street Hyannis,MA 0260L., - F RE 20 Rue Michele,Cumniaquid..-Massachuktts Dear. Mi McKean, I hereby'- the.HSC Grou Inc. to resent on m behalf the re uest:f s ' Y _ p; P Y a •variance for.the above�referenced parcel -W r Please give BSC Group,'Inc a call if you have any questions C. Sincere y.; T t ' Marcia Elho ' _ Engineers "Environmental Scientists..,Co GIS nsultants A Landscape 5 q Architects. P4" ners. _ Surveyors-, (� Town of Barnstable P#_ 1e C - 3 . 6 30� 1&e Department of Regulatory Services Public Health Division Date 1.51 Na. ,e q. �e� 200 Main Street,Hyannis MA 02601 rE0 MA'S�' Date Scheduled Time /' Fee Pd. cC% •Soil Suitability Assessment for Sewage Dis osal Performed By:_/'/ty2 OtQR: PE Witnessed By: 1.;L LOCATION &,GENERAL INFORMATION Ox Location Address � Owner's e /o6 2-04.3 2 2�E.wl t cGte 2 address /D L 2urz rt-+<^c Assessor's Map/Parcel:,M 13 5� PAI&Fr✓. 7Y/7 3 Engineer's Name �SC (J lz a v/; r'•*//C . NEW CONSTRUCTION _ REPAIR Telephone# ' '77$ �911 Land Use LA'7 kA L. /i..I Slopes(%) O' 3% Surface Stones A14 . Distances from: Open Water Body 7-02 ft Possible Wet Area l ft Drinking Water Well �R Drainage Way Z VV A ft Property Line 2 s r t ft Other ft, s • SKETCH:(Street name,,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) 4 A Z ' , rV Parent material(geologic) .1 ye G A Depth to Bedrock All'? n ri Depth to Groundwater. Standing Water in Hole: �S Weeping from Pit Face S3 Estimated Seasonal High Groundwater P c.0 i^0 53 r DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole;_ 1.V In:---Depth to soil mottles: Depth to weeping from side of obs.hole: 3 in. Groundwater Adjustment ft. L•tdex.Well# Reading Date: Index Well level„ ..,, Adl.factor, ,. Adj.Groundwater Level, _ PERCOLATION TEST Date - Time Observation e. Hole# /v Time at 9" . . . Depth of Perc Time at 6" Start Pre-soak Time @ 'lime(91,41 End Pre-soak _ _ Rate MinJlnch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Bole 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:\SEPTICVERCFORM.DOC __ AdL: DEEP OBSERVATION HOLE LOG Hole# / Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) R 3 Y C 0 -13� /0 Y/? As DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistenc Gravel b�Zbd ..4 ya 6/4 7211'--60 f f C S.C.c AY'e V'# 1 W'F/Fq�✓&" L DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsi tenc Oravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Con isten Gravel) Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes 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? n/o _ If not,what is the depth of naturally occurring pervious material? Certification I certify that on // b Z (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 3,10 CMR 15.017. %i% ` -�` -"� D a t e s /3 OS Signature �� - Q:ISEFTICVERCFORM.DOC ,4_ � _ ° � y Town of� nstable P# C� ' L..�'I 't' :1.1�­,."..��.1,...­.1.I..,..-�:.�.��.t..1.66 I.'.I...1.I"��-��....4 1I-1�...,."�J...-,..',."�.�..6.,-,—.I_..6....!. ?' Department of Regulatory Services �`� • 1 L,....­1..-._.IV�.:-..,I,-.6.....�. sue.► Publ><c Health`D><vis><on rrsas Date 1. ". l rE� a1� . 20. Main Street,Hyannis MA 02601 . .. .. .- ,. I. Date Scheduled � . '., "ter--- Time Fee Pd, :=v . . .> .� . F Soil Suitab �ity`Assessment - - for S wage s osal' I. 6. I. " Performed B �1C. y. D T' - Q /� i. �' Witnessed By: _ I Location Address -VOCATION;&GENERAL INFORMATION 20 &'; 32 "Rue Michele Oweer 's me E 1 . . li t.. . mna iiid MA GvlhS ; q : . Address 102 Rue Michele Assessor's Map/Parcel ; .. M335 `Parcels . 74/73 gineersName BSC Grou En P, znc NEW CONSTRUC770N .' X "REPAIR . Telephone# 508=778.-8919 Land Use VA�./4N '1` e Slopes(96) S t. :, Surface Stones /V Distances from Open Water Body NA ft' Possible Wet Area T� f '. . , ' �t ell __d 0 ft Dunking Water W Drainage Way ��D ' „ . ft`.-Propen y� ne :: �:9 f . . . ft Other' ft t . SKETCH•(Street name,,t- . tons of lot,exact locations of test holes&per:tests,locate wetlands in proxtrmty to holes) . , . - . e .> �,"..I..''...-,�'..-:_.,�.I,..�.....-`�..�...­.�,.:.,'..,....:��,I i_,I..-1.�,1...-.��.-...-7'.._�...-­�,� w .r ; . u . l I - r Z SO ";r G iS°' f ITJ I {.kY { SS`` fy wa ' .. H ( 1 .. ... .- f ci I .ra _7 0� x .: r v"C r�Y -e <' .� l .., ; y ;>. . q ., .. ... - :i rl .... . -.t , - r1 ,... .. . ;a Fe :.s ¢: .; :' 1 Parent material(geologic) `—V . ;1 Depth to Bedrock - , Depth to Oroundwater Standen Water m Hole: d ' n t . g Nam_ Weeping from Pit Face - N,, JA��I le I r , . Estimated Seasonal High droundwater . DETERMINATION FOR SEASONAL HIGH WATER TABLE r . Method Used:` .. Depth Observed standing in obs.hole i in Depth to soil mottice u, i Depth to weeping from side of obs.hole Z" in Groundwater AdJuettnent ft. Index Well# Reading Date .Index Well level .-Adj,factor,,,,,,,. Adj.OroundwnterLavel .r.. .F NATION TEST 'bete //," l • ,4 Observation Hole# t>, Time at 4",.,. , . Depth of Pere 2/.S Tune at 6" " Stan Pre-soak Time 0 b D 'pig�g,�6,�� . i end Pre-soot[ F r�Oo=.' G/'p� r Rate`MinAnch �'"Z 4 `` + _, ,. ,Site Suitability Assessment:. Site Passed ,-Y Stte Failed Additional Testing Needed(YM) . - . . _ Original: Public Health Division Observa'tjon Hole Data To Be Completed'on Back----- * . p&I1, rI- �//:;:.AP4AAlriN,fc,, .�'o.r-' PrA Got�Ac_ RF6-I, � I ***If percolation test Is to be conducted within 160,of wetland,you must first notify the• Barnstable Conservation Division at least one Q)week prior to beginning: � - Q:�SEPTICIPERCFORM.DOC / . . .. V + ---"---i.zF"...�_.._......_._ :_........__s..;.._,.,. ._._ .....,_.:..._--.. ....._.r, ...�.:�..,..,�.:-,,...-.::._._ .--,� .:. , ,�:_.:_.�_,. ...�,...._•� _.._.�.�._..� ,,,� .•.,� _.:_... u..._K.___n _ _....—-,a.._ • Y...-:...,..�.. --- DEEP OBSERVATION HOz.E-LOG Hole# Depth from Soil Horizon Soil Texture ' H + Soil Color Soil Other' ` Surface(m) ' ` (USpA) ' Munsell) Mottling (Structure,Stones;Boulders Cn ,i Ati0 rc `Y2 y CU4Ytt �0 26 Sf}rnPc Tit]K.t�iU Aire 00VO DEEP OBSERVATION HE O LOG Hole# Depth from. Soil Horizon Soil Texture Soil.Color Soil Other Surface(in.) (USDA) (Munsell). Mottling (Structure,Stones,Boulders. C nsi"en , % v Ito M DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Con 1e F17. 1; DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture _ Soil Color . Soil Other' Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. . Consistency, Flood Insurance Rate Map: Above 500 year flood boundary. No Within 500 year boundary No Yea Within 100 year flood boundary No_:, Yes 4 Denth of Naturally Occurrine Pervious Material Does at least four feet of naturally occulting pervious material exist in'all,areas obsbrved throughout the area proposed for the soil absorption system? `a. If not,what is the depth of naturally occurring pervtdus material? Certification I certify that on / �- (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysts was performed by me consistent with i the required training.expertise and experience described in 10 CMR 15.017.. Signature Date ti ,.. • '. Q:�S•BPr7C1PERCPORM DOC . _ _ y4073 MAIN STREET - #4093 MAIN STREET MARSHA ALIBRANDINI , HELEN T. WATTS ASSESSORS MAP 335 ASSESSORS'MAP 335 PARCEL 26 PARCEL 27 - - i ' 700 N/F • W61 MAIN STREET / '� �H� � � t ., JEAN KROESER •` o, - Jr 1 ` J j BOUND E� ASSESSORS MAP 335 '� CONTRACTOR TO VERIFY J �`� J FOUND / PARCEL AP '` EXISTING ELEC/TEL ! / R Tp AND COORDINATE FUTURE I J `.� \ \. •\ COMPANY WITH LOCAL UTIUT�Y -7 9 A PROPOSED J AIL it<' •' ` \\ 8-PVC WATER MAIN •-3L� �' \ ROPOSED 1'WATER (" 0 OF MARKED J O 1 J •`•`•\ �• A AL Ak HPROPOSEDAYBALES PROPOSE GAS SERVICE SERVICE t '-_- UNDERGROUND E/T JJ J ••�� • •trffLL PROPOSED GAS SERVICE f IRON AL �` A4 W/SILT��• PROPOSED 1' WATER j PROPOSED 1- WATER 8'X6'TAPPING PIPE ,r- SER E - UTILITY RUE _ M I C H�/L E J SERVCE SLEEVE AND VAL .r.., F NO A` •. •�•%�,VTI 't ,,.� BOX (40'MIDE-PRIVATE WA AS SERVICE ` J - BO �..' C SERVICEr PR .\1 \ m .. .. _. -.'-. - .: ------ ------------- - _ AND J SERVICE - TER `, w w w, M S w w ` .Gas y_.. 'GAS=-- Gas GAS -Gas -- A -'0-�, --c,As�ca OP UTILITY PROFESSIONAL ENGINEER DATE ��'-''"`�-�.a R \ tt•, r" —.—• CONCRETE• l I unu •� _ ROPOSED 2-WATER - \ BUFFER TOWE7LAN0 BOUND 1 a 1 BOX ; _fie SERVICES(TO REAR LOTS) MH3 B'X6-TEE FOUND./ 1 YiELL �,. _ _ ROADWAY 'BOUND 6-PVC TO MYDRAN>QAGE g5` l \ .X6, TEE y �. En/c 8'-8-REDUCER IMPROVEMENT FOUND OK q76� _ 6' PVC TO HYDRANT EXISTING '' ''^ `.s W O �- 6' PVC TO HYDRANT \ 4 pLAµ�="—.—. •/, `a PROPOSED 1' WATER PROPOSED CAS SERVICE �\Gqy,�T �. --- r., >$.� SERVICE OR CONNECT EXISTING y 100'BUFFER TO WETLAND —R HOUSE TO WATER MAIN ROPOSED UTILITY AND GAS PLAN 4039 MAIN STREET �� PROPOSED 1'WATER <:i�SERVICES- CARYN SAMUELL, TRUST (AS REQUESTED) SERVICE 11 ��GAS ASSESSORS MAP Sa 335 j41 �s 1 ROPOSEO 1 WATER �GAS GAS RUE MICHELE PARCEA V�'; GAS/GAVICE S �N \ 1, _iBOULDER /4STING.SERVICE ��� \ a CUMMAQUID r =J TO REMAIN \ N/F i^ �_ MASSACHUSEFS \ #4029 MAIN STREET °r � ! ! (BARNSTABLE COUNTY) JANIE BARBER UTILITY PLAN ASSESSORS MAP 335 \1'• e, PARCEL 75 _ UTILITY PLAN AND PROFILE ROUTE 6A 100.0000' VC t, AUGUST 15, 2005 L� :•PVI STA- 6+59.06. PVI ELEV- 44.92 PROPOSED RIGHT c A.D. - -3.00 GRADE K - 33.33 - I- - --0. - I- - - - - - - - - - - - m REVISIONS: -- - --- - - - - EXISTING GRAD _ m + a ^-•' N0. DATE DESC. 48 - - - - - - - - C - - PROP SED LEFT -1.00 iii 1 8/24/05 REV. DRAINAGE EASE. GRAD _ - - ADD Fll1URE DRIVES - - -- - - - - PROPOSED G - - - O - - - - -� ADE - 7 - - - PROPOSEp 8'WATER MAIN GRADE RI T/LEFT z ` W - - - - - - - \pZ - - - - - PREPARED FOR: Ms. MARCIA ELLIOTT . s� J I va I c WI BOX 76 N 30 WINDWARD WALK 36 H AR WI CH - - - - . - - - _ - - . _ _- - &a r� - _- - - - - MA 02645 ++ + 32 _ c�$� i 18 I .��. BSC GROUP - - - - - - - - - J,-- - - - - - 657 Main Street,Unit 6 iV 00 0 =�n N W.Yarmouth Massachusetts 28 - - - - --- - - - - - - -- -- - -- g-$ S - - •- -- - } -, II l 02673 .. < m 5087788919 _. ..— _— — _ - — w h Q 2D09 The asc.:rani.Inc. m _ �yy SCALE: 1' = 40' HORIZONTALLY 24 - - - - - - - - - _ _ - _ _ - .. - _ $ co U 1' - 4' VERTICALLY - — 10 20 Yoca •. N a L M MEG' "'� CL n ,. PRCJ. MGR.: C. FIELD Ram - b D. w Q �-P _ rn 5`� CAS:DESICN2K.HEALY McCARTIN w ON al— AD7 m m Wc6 w4"1 nC 0,6 I �m N� 01^ aN �N mN Ym ^N PROFILE <p .�+ vad mm acm rdm oom mn m,� m,c ^m �c nj +< r'i„1 c� am.. n� nm n'� DRAWN: K. HEALY v + <•' cp a� v< s.y- va <e c,f ee ,r,a n„, n„, n n CHECK: C. FIELD O+GO 1+00 "�+.2+00 3+00 4+00 5+00 6+00 ' 7+00 - - 8+00 9+00 FILE: 8828ROAD.OWG J., - F DWG. NO: 5626-02 -••-- -- SOIL TEST PIT DATA: SEPTIC TANK DETAIL: 1 ,500 GALLON REVISIONS LEACHING FIELD DETAIL. NOT TO SCALE NO. DATE DESCRIPTION P-11003 P-110 0 3 P-110 7 4 P-110 7 4 P-10991 NOBS` '' SEPTIC RCED CONCRETE. STEEL 5. SCHEDA 40 ND PVC OR CASTTLET TEES -IN-PLACE N BE ACETCONCRETE. 1. - TEST PIT #1A_ TEST PIT #2A TEST PIT #1B TEST PIT #28 TEST PIT #3 2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. . GRD. EL. 50 9 GRD: EL. 49•8 GRD UNLESS UNDER PAVEMENT, DRIVES OR 36" MAX COVER. EL. 49•8 GRD. EL. 50.5 GRD. EL. 51.9 TRAVELED WAYS, WHEREIN H-20 LOADING EST. H. GW 44.9 EST. HIGH GW. 45.3 EST. HIGH GW. 43.8 EST. HIGH GW. NO GW EST. HIGH GW. NO GW SHALL APPLY. FINISHED GRADE i 3. ALL PIPE. CONNEC110NS AND CONCRETE 2-24" DIA CONCRETE MANHOLES �� ` \ A A A A DATE: CONSTRUCTION SHALL BE WATERTIGHT. W/ METAL HANDLES BROUGHT SANDY LOAM MAY 9, 2005 WITHIN 6" TO GRADE i CAP ENDS LOAMY SAND 10YR 3 2 LOAMY SAND LOAMY SAND LOAMY SAND 4. FILL ALL UNUSED KNOCKOUTS WITH -. TOP 51.6 10YR 3 3 „ 20" 10YR 3 3 N 10YR 3 4 » 10YR 3 3 » TEST BY: MORTAR. 4" PVC '" '� �8c -- - - , 42 B 10 12 12 TEE TO BE UNDER N •+ • •+ • .+ • •�4° '° ° ;o use .00s;„ • • • + !/ GENERAL NOTES: 12 MIN. ova a q�'�Rgf c� a Yagf a of '+t B SANDY LOAM B B B BSC GROUP, INC. M.H. OPENING » agf ° °� " ^ • � a°►f•�`b°►f °'fre„�• • .a° ti„ 6, �,„ 1. THIS PLAN IS FOR DESIGN AND LOAMY- SAND 10YR 6/6 LOAMY SAND LOAMY SAND LOAMY SAND WITNESSED BY: /�►t41� sC +�/ 6 » • • •e • • •a •u •+ • • •+ • +c}r+ • •��a • • • CONSTRUCTION OF THE"4SEWAGE 10YR 4/6 10YR 4/6 10YR 4/6 10YR 6/6 6 ,� y DISPOSAL FACILITY ONLY. 60" EL = 46.3 42 " DON DESMARAIS, R.S. RAISE M.H W,C-_ - 36 36" 48" 11 -o ,f SEWER BRICK , - •.�. •••. -_-.: - LEVEL BOTTOM 2. ALL CONSTRUCTION METHODS AND PERC. RATE: 10'-0" & MORTAR ' " 23' MATERIALS SHALL CONFORM TO MASS. RED-OX - 72" WEEPING - 54" RE-DOX - 72" -MIN./INCH NORMAL WATER LEVEL 12 PROPOSED PROPOSED BOT 44. D.E.P TITLE 5 AND LQGAL BOARD 40 MIL LINER PROFILE 40 MIL LINER OF HEALTH REGULATIONS. C1 C C1 C1 C1 SOIL EVALUATOR �� 10N 3" 14" ALL AROUND ALL AROUND 3. ALL PIPES LOCATED UNDER PAVEMENT MEDIUM SAND S. CLAY LOAM S. CLAY L AM S. CLAY LOAM S. CLAY LOAM MARK DIBB, P.E. PRECAST SEPTIC TANK `� " " » OR TRAVELED WAY SHALL BE SCHEDULE 1 OYR 7/3 1 OYR 6p3 1 OYR 6/3 1 OYR 7/3 a INLET TEE 5-p 36 MAX. - 12 MIN. COVER 40 OR EQUAL. 93" EL = 44.8 60" 192" 21000 162" SOIL CLASS: _ - 5' 0' 4'-9" %+ 6'-0" 276 MIN. FINIH GRADE 4" MIN. LOAM & SEED 4. THERE ARE NO KNOWN PRIVATE WELLS EL = 43.1 EL = 33.8 EL = 33.0 EL = 38.4 1 _ _ 4-1 MIN. W CN /- LOCATED WITHIN 150 FT OF THE C2 6,-2N Z LIQUID DEPTH c�ormm) e• LOAM &' SEED DISTURBED AREAS / PROPOSED LEACHING FACILITY NOR S. CLAY LOAM '•: ANY KNOWN WELLS`PROPOSED' WITHIN 1 Y C2 C2 C2 L.T.A.R. N '. �i p s� NtN I 150' OF ANY KNOWN LEACHING FACILITY. 108" MED. SAND MED. SAND MED. SAND 0.74 G.P.D./SQ.FT. EL = 41.9 1OYR 7/3 1OYR 7/3 1QYR 7/3 -.�e�:_ .��::��;•_�.:�..: :---e_ .��`:,�::� T 5. WITHIN LIMIT OF EXCAVATION REMOVE �}°P'a BOTTOM ON LEVEL STABLE BASE °a +a ►� L2" MIN. OF 1/8" TO .ALL TOPSOIL, SUBSOIL AND OTHER " 6' •P + •r �ayPq°P+ r • ° 1/2" WASHED STONE IMPERVIOUS MATERIAL. PLAN VIEW � � � � �/� r 4" PERF. PVC. 6. REPLACE ALL EXCAVATED MATERIAL WITH EL = 29.8 40" EL = 29.0 25F " 6" MIN. 3/4" To ii.�d �l��l N N ill\ \� \� �\ \� EL = °33.4 222 1 1/2" STONE CROSS-SECTION VIEW 3/4 TO 1-1/2 DOUBLE SCHEDULE 40 CLEAN GRANULAR SAND, FREE FROM ORGANIC WASHED STONE (NO FINES) ' MATERIAL AND DELETERIOUS SUBSTANCES. DATE: DATE: DATE: DATE: _ 20' � I OF SOIL SHALES D LAYERS OF L NOT BE USED. THRENT E FILL SHALL MAY 11, 2005 MAY 11, 2005 AUG. 11, 2005 AUG. 11, 2005 I I '1 NOT CONTAIN ANY MATERIAL LARGER THAN TEST BY: TEST BY' TEST BY' TEST BY: CROSS-SECTION TWO INCHES. A SIEVE ANALYSIS, USING A #4 BSC GROUP, INC. BSC GROUP, INC. BSC GROUP, INC. BSC GROUP, INC. NITROGEN LOADING NOTE: PPGE 95 SIEVE, SHALL BE PERFORMED IL A REPRESENTATIVE SAMPLE OF FILL. UP TO 45� WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: 276, TOWN OF BARNSTABLE REGULATIONS BY WEIGHT OF THE FILL SAMPLE MAY BE 3 BEDROOM PROPOSED NITROGEN LOADING FOR THE SITE: 4.9 PPM (CALCULATIONS PROVIDED WITH QOK ....� DESIGN CRITERIA: RETAINED ON THE #4 SIEVE. SIEVE ANALYSES DON DESMARAIS R.S. DON DESMARAIS R.S. DAVID STANTON, R.S. DAVID STANTON, R.S. VARIANCE APPLICATION) PLAN 8 REQUIRE SOIL EVALUATOR TO INSPECT ALSO SHALL BE PERFORMED ON THE FRACTION OF FILL SAMPLE PASSING THE #4 SIEVE, SUCH PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: BOTTOM OF EXCAVATION PRIOR TO ANY DESIGN FLOW: ' ANALYSES MUST DEMONSTRATE THAT THE �11A_MIN./INCH NA MIN./INCH 2 MIN./INCH -2-MIN./INCH T N/F INSTALLATION AND ALSO PRIOR TO FINAL MATERIAL MEETS EACH °F THE FOLLOWING N/F 3 BEDROOMS AT 110 G.P.B./� 330 G.P.D. SPECIFICATIONS: SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR - 4083 MAIN STREET V4093 MAIN STREET 100r MUST PASS #4 SIEVE # BACKFILLING. „ mARSHA .ALIBRANDINI w 4 75 mm EFFECTIVE PARTICLE SIZE ARK DIBB P.E. N21'25'1 BEVERLY A SWEENEY _ _ ( ) MARK DIBB. P.E. MARK DIBB, P.E. MARK DIBB, P.E. M 0 E ASSESSORS MAP 335 -- -__ __ __. fi0�-10ox MUST PASS #50 SIEVE 130.00' ASSESSORS MAP 336 PARCEL 26 (0.30 mm EFFECTIVE PARTICLE SIZE) SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS: PARCEL 53` REQUIRED SEPTIC TANK: O%-20% MUST PASS #100 SIEVE NA 1 - • NA - �" 0.15 mm EFFECTIVE PARTICLE SIZE LOT #5-A _ EXISTING 330 X 200% - 660 GAL. WELL -� U76-5% MUST PASS #200 SIEVE L.T.A.R. L.T.A.R. L.T.A.R. L.T.A.R. _ - N/F N21'25'10"E _ SEPTIC TANK PROVIDED: = 1500 GAL. (0.075 mm EFFECTIVE PARTICLE SIZE) NA G.P.D./SQ.FT. NA G.P.D./SQ.FT. 0:74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. ~- _ JILL ELLIOTT 111.1T NI SEPTIC 7. EXISTING UTILITIES WHERE SHOWN _ ASSESSORS MAP 335 �• •-17.3T�. IN THE DRAWINGS ARE APPROXIMATE. HIGH GROUNDWATER COMPUTATION T. `�--� PARCEL 73 & 74 SIZE OF LEACHING FACILITY REQUIRED: THE CONTRACTOR SHALL BE RESPON- BASED ON TP 2A INDICATES -_ 57,678f S.F.�'"� SIBLE FOR PROPERLY LOCATING AND # ESTIMATED INDICATES `"-- �2 COORDINATING THE PROPOSED CON- 1.32f ACRES DESIGN PERC. RATE: MIN. INCN SEASONAL HIGH PERC. ~D�Eb BOOK 12588, PAGES 157 & 159' 1yO� / STRUC11oN ACTIVITY WITH DIG-SAFE WEEPING O 54" 45.3 GROUND WATER TEST �- "�- - - -- LONG TERM APPL. RATE 0. AND THE =APPLICABLE UTILITY GROUNDWATER ADJUSTMENT NOT REQUIRED PER �_ 3,500t S.F. WETLAND 74 G.P.D/S.F., COMPANY"AND MAINTAINING THE SECTION 360-18(B) OF THE TOWN OF BARNSTABLE INDICATES - 54,178t S.F. UPLAND BOARD OF HEALTH REGULATIONS. GROUNDWATER y OBSERVED INDICATES `` T 1.24t ACRES - - - 2� LOT #4A - EXISTING UTILITY SYSTEM IN SERVICE. 330 GPD T 0,74 GPD/SF 445 S.F. DIG-SAFEJ`SHALL BE NOTIFIED PER OBSERVED DURING THE WETTEST SEASON OF THE GROUND WATER ® UNSUITABLE "�• �` '� ^- SH. FA. 18.10 4 �- ,5�, N/F THE STATE OF MASSACHUSETTS YEAR MATERIAL �. �- PROPOSED C_EARIN ^ RUE MICHELE, LLC STATUTE CHAPTER 82, SECTION 409 53,539t S.F. UPLAND �. ASSESSORS MAP 335 AT TEL. 1-888-344-7233. THE 1.23t ACRES � F PARCEL 71 & 72 SIZE OF LEACHING FACILITY PROVIDED: ENGINEER DOES NOT GUARANTEE -° DEED BOOK 19955, PAGE 73 THEIR ACCURACY OR THAT ALL PROFILE: NOT TO SCALE _ `t -• �"' � "'-' � "'� • --- . � �" '�•., � � % � � �.� --��'-�`����` 330 GPD - 0.74 SF/GPD - 445 S.F. UTILITIES AND SUBSURFACE STRUCTURES QUFF ARE SHOWN. LOCATIONS *0 ^ , EL-A FIRST PIPE LENGTH ` * R T - ' �{ *" �O ELEVATIONS OF UNDERGROUND U11LITIES " `"- 0 7 �' USE LEACHING FIELD TAKEN FROM RECORD PLANS. THE TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL '' - ' ` �r � _ r,�► EL-55.00 » -2 L� _ M L ;��1 t s. +� c^: CONTRACTOR SHALL VERIFY.'SrZE, >' 6 OF FINISHED GRADE. FOR MIN. 2 �� --. .,, NQ FINISH GRADE N ,,..., -- r' 44.0' ` �� r e: � �- --� -� -' �' t �., � c�aAro� BOTTOM - 20' x 23' - 460 S.F LOCATION AND INVERTS OF UTI�?TIES ' =52.5-52.9 �p `� d FIELD - - AND STRUCTURES AS REOV cD PRIOR 4" p - = a t PROPOSED DECK 1 P T' t `. a,,. .,�n ^:_ STAP ^. .,.,,, 7 �- VC SC 40 N `ig�i , �3'1 e H 80 4" PVC S H ` - 0. 5.0 \� ;_,lm.� 460 S,F X 0,74 SF/GPD 340 GPD LEACHING FIELD g a - ` 8. THIS SYSTEM IS NOT DESIGNED FOR HONO �- ~ PROPOSED `f THE USE OF A GARBAGE GRINDER. ' !I-C 1=D f=G .. �. ' 340 GPD PR❑V. > 330 GPD REQ. A GARBAGE GRINDER IS NOT " 3BEDROOM PROPOSED RECOMMENDED DUE TO RECOGIIIZED I-E 9 - 7 ~` '� O DWELLING PROPOSED op 1500 GAL. �i��a , , ADVERSE IMPACTS TO lI1E LEACHING -- OUTLET I=F 6 SEPARATION * , w N T.O.F. 56.0 cv \ SEPTIC TANK 8 RESERVE AREA = 20 X 23 = 460 S.F. FACILITY. ram: DIST. BOX M "FAST"' / SEPTIC TANK ! PERCHED GROUNDWATER ` . '` "" ~- - . ` = 9. EXITING INVERTS ARE TO BE CHECKED BY OF DOWNSPOUTS 10 .� MINIMUM REQUIRED 445 S.F. THE CONTRACTOR PRIOR TO CONSTRUCTION. K z . � �a ~� ` 28.0OD MIN - �- � rn ______ __ s 0. THE ENGINEER IS TO BE NOTIFIED OF LOCUS INFORMATION _ �., � ANY FIELD CHANGES THAT MAY BE INVERT ELEVATIONS: .4 W -. q9 ``� REQUIRED. ZH�MI O TOP OF FOUNDATION 56.00 A ��• .� '' `�. n �h ^' ' -- car, CURRENT OWNER: JILL ELLIOTT 4" INVERT AT BUILDING 53.81 B MARKD. yc � � � � � 1g7.6' � .4 � ��iUP D188 `� 4" INVERT AT SEPTIC TANK (IN) 53.05 C C GT v CIVIL OSED ` j w TITLE REFERENCE: DEED BOOK 19955, 335B w . . 4" INVERT AT SEPTIC TANK (OUT) 52.80 D �� �� �` � "` �- ��'� HAYBAL � �` �� r" PLAN REFERENCE: PLAN BOOK 600, 22 349 Main Street, (RT. 28) Unit D 4" INVERT AT DIST. BOX IN 52.20 E �sSrol�L `,, �� .�,, � .,._ --. � � �,... o ,. '� •... .._ � ,� WELL W. Yarmouth Massachusetts ( ) . .,� -- �O' w / EXISTING ASSESSORS MAP: 335 02673 4 INVERT AT DIST. BOX OUT 52.03 F 'e,� �. PARCEL: 73 & 74 �, ``°••,, TP#26 t� 0 508 778 8919 (OUT) I. , ' INVERTS AT LEACHING FACILITY: v �. �_ - CbNC r 3.0 ZONING DISTRICT: RF-2 - Zo 7 �_ _ BLOCK FND. PROPOSED 20 x23 T �. /LY / ____.ry ..._.__ _ . . SETBACKS. FRONT 30 PROJECT TI .Lc. r / I 4" INVERT AT BEGINNING � - � CBE m� % z o�--�- r y� LEACHING FIELD SIDE 1`5', OF LEACHING FIELD 51.92 G BREAKOUT ELEV. 52.5 �, ' _�I REAR 15'' i V-4,4 90PIPE r� PROPOSED �""'� ..•� MINIMUM LOT SIZE: 43 560t S.F. DESIGN FOR „ o •-� PROPOSED 40 MIL FIELD LOCATED � D BOX �-�� 1' POLY LINER 4 INVERT AT END NOTEr , OF LEACHING FIELD 51.8 H N F ����, W,ETLAND DELINEATION APPROVED BY ) � " " w. / - WATER LEVEL l ` �-' .... EXISTING°LOT AREA: 57,678t S.F. #4061 'THE BARNSTABLE CONSERVATION 1 �.��� TP#3 SEWAGE DISPOSAL ELEVATION AT BOTTOM MAIN STREET COMMISSION IN NOVEMBER OF 2005. J' &/�/06) !EL 44.80 1 ? ;'r =`1 51.9 OVERLAY DISTRICT: OLD KINGS HIGHWAY 51 .3 J JEAN KROEBER r (NO ADDITIONAL DRAINAGE ALLOWED / f EXISTING TELL OF LEACHING FIELD `� I NITROGEN SENSITIVE SYSTEM ' MAP 335 PER CONSERVATION COMMISSION) ����� w I TO BE ABANDONE ZONE: NOT A .ZONE II 6 SE ATION \ ,.-• ROPOSED LEAC�IIN� I •<, PERCHED PARCEL 28 EXISTING PIPE CATCH BASIN TP#2A/#1B,P, GROUNDWATER 45.3 K / INV=44.48 I ' FEMA FLOOD I PER PAN) ,��� �1�I� ° �,, " a b ' PROF:2Q'x23' ZONE DISTRICT: "C", DATED 7/2/92 #20 �I`1� \ ' L - �" _ PANEL #250001 0001 D DATUM: - EXISTING RESERVE AIREA-- '�-- 'T _ '-- �-- !,1TILITY 'BOX RUE I CH LE _ __. _ - _- - - - 94.62' E - � � ' � M E - - - UTILITY 8 NO SCALE VERTICAL DATUM: ASSUMED - LOCUS LAN . CU M M AQ I D " BENCH MARK SET: PK NAIL IN PAVEMENT. ELEV 48.70 -"""_ �_ _.." " __ ._. ... _ .._ ... _.. _ ... __. _._ ___ . ,_ _ ~.- ___ _._ ��~� _�. - " " _... ___ �. -.. •�-•'�•- _ - .-� .- _ _. -_ _ ..... __ .__ �.... �_ ._-. _� �.� __ _ " " " •• 14'44'S0" 9 - - M ASSACH U SETTS VARIANCES REQUESTED: ���� '��- HAYBALEs • • - ^'� . . - . - . . - . . . . .__ q RUE MICHELE * BENCHMARK SET �40' wioE - pR11/A?E wAl� 6A 3 70 MASSACHUSETTS TITLE 5: y ��� W/SILT FENCE c 1�9 PK NAIL IN PAVE. D C NONE ELEV. = 48.70 L❑CUS Z PREPARED FOR w ---y-.� w .•- w w w _ w_ -- . d Z Ms. MARCIA ELLIOTT TOWN OF BARNSTABLE - ARTICLE V1II - MARGINAL LOT _w - - -- -mw_ - - - - -- -- -- - - - �' - - �- ° � GAS GAS z GI P.O. BOX 277 - GABS GA 15A3 AS - -- -�" Z r CUMMAQUID 4' PERVIOUS MATERIAL ABOVE MAX. """"" " " "" " " " " " " " " " GROUNDWATER REQUIRED FOR - _ �_ . I _ _ I� D D BARNSTABLE -'; �, ' 1 I l \I ,. I d � BMAN02637E INSTALLATION OF ON SITE SEWAGE 50 BUFFBR"Tfl WETLAND ~' �, XISTI ?G PIPE / } _ E• f I I N o VARIANCE REQUESTED INV-4 .76 ( 1 �XISTING WELL „ (PER LAN) _ ' _ \T-6 BE ABANDONED / f BAY COLONY RR D -4 DATE. AUGUST 24, „2007 0' PERVIOUS MATERIAL ABOVE MAX. (PERCHED) GROUNDWATER EXISTING. EXISTING 8 EXISTING PIPE + i • �-' `" - \ I f bd = ' WATER MAIN S EXISTING D6NAGE \ ' �` �� t \ r" COMP. DESIGN: K. HEALY 6 PERVIOUS MATERIAL ABOVE MAX. PERCHED GROUNDWATER PROPOSED. INV=43.70 \ , l 1rq (PER PLAN) \1A PON;DING AE IEA \ MA�RCIA ELLIOTT ti / / CHECK: M. DIBB : ADDITIONAL NOTES: 4 \ / •} ASSESSORS MO 33 � i i � -' PIP INV=44�30 is �. 6 DRAWN: K. HEALY PLAN VI E W rn, T tELD LOCAtD) k PARC6E 65 & � � - - y''`� FIELD: D. GAZZOLO / J. McCARTIN 1 . EXISTING DRAINAGE PIPE INVERT ELEVATIONS FROM PLAN PREPARED I 45,3 2\f S.F. -� BY DOWN CAPE ENGINEERING .DATED 11/07/1975. A DATUM ADJUSTMENT SCALE: 1' = 20 FEET �� 1.04t ACRES y FILE NO. 8828SEP-8-13-07 �► -< DEED BOOK 1995�,PA E 41 Q OF -0.18 BASED ON THE FIELD� LOCATION OF THE 12 ALUMINUM PIPE DWG NO. 562s-o4 AT ELEV. 44.90 (DOWN CAPE PLAN ELEV=45.08) WAS USED. o io 20 40 FT. -� � � -- � - JOB N0. 4-8828.00 SHEET 1 OF 1 • � • 3 \ i LAUN . BATH ' DINING KITCHEN GARAGE FAMILY LIVING OPEN FIRST FLOOR { SCALE: 1" = 4 FEET 0 2 4 8 FT. CLOSET CLOSET BATH BATH BED #3 > ' *op"I BSC Gp,�,ou P,., 12 x 14 349 Main Street, (RT. 28) Unit d W. Yarmouth Massachusetts 02673 508 778 8919 PROJECT TITLE: I .. PROPOSED ATTIC FLOOR OOR -- _P_LAN S ..- MASTER #20 BED #1 RUE MICHE > LE 24 x 16 CUMMAQUID BED #2 MASSACHUSETTS 16 ' x18 ' PREPARED FOR: Ms. MARCIA ELLIOTT OPEN P.O. BOX 277 CUMMAQUID BARNSTABLE MA 02637 DATE: AUGUST 24, 2007 SECOND FLOOR DRAWN: K. HEALY FILE NO. 8828SEP-5A.DWG DWG NO. 5626-05 JOB NO. 4-8828.00 SHEET 1 of I 6A (H-10)SOIL TEST PI ATA LEACHING FIELD DETAIL 1 ,500 GALLON SEPTIC TANK � m NOT TO SCALE VENT W/BIRD NOT TO SCALE "< LOCUS SCREEN n Z Z 4" PERFORATED PVC Z f=i1 O0 O� N P-11003 P-11003 P-11074 P-11074 P-10991 W/SCREW CAP TO EXTEND DOWN NOTES RAISE AT LEAST ONE EXISTING COVER Z r -< TEST PIT j 1 A TEST PIT2A_ TEST PIT 9 1 B TEST PIT 2B TEST PIT TO NATURAL SUBGRADE To WITHIN 6" OF FINISHED GRADE "' A D 51.9 MIN. 2% SLOPE 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. GRD. E1 50.9 GRD. EL. 49•8 GRD. EL. 49.8 GRD. EL. 50.5, GRD. EL. OVER LEACHING FIELD 3' MIN. 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H=10 THE RISER SHALL BE 18 HDPE PIPE Z EST. H. GW 44.9 ES HIGH GW. 45.3 EST. ,HIGH GW. 43.8 EST. HIGH GW. NO GW EST. HIGH GW. NO GW LOADING. P OC PERFORATIONS SHALL BE DATE: 3/8»-5/8' DIA. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION 6" MAX CONC. COVER A A AND ORIENTED MIDWAY SHALL BE WATERTIGHT. _ A SANDY LOAM A MAY 9 2005 12" MIN. COVER 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED BAY COLONY RR r LOAMY SAND 10YR 3 2 LOAMY SAND LOAMY S ND LOAMY SAND BTWN CENTERLINE AND I I " M 10YR 3 3 42" 20" 10YR 3 3 10" 10YR 3 4 1`2" 10YR 3 3 12" TEST BY: INVERT OF PIPE :;:•t�:::,..• •.;:,;:.,;••:.:_::.:.. . ;r,. ..,:,:,: , •:, :•.:...x~ ;..-••. ::, COVERWITHIN. OF TANK WALL AND ACCESSIBLE FROM TANK B SANDY LOAM �7 LOAMY SAND LOAMY S ND; LOAMY SAND BSC GROUP, INC. 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. 4 LOAMY S ND 10YR 6 6 3 WITNESSED BY: " / 1OYR 4 6 1OYR 4/6 1OYR 6/6 CONNECT ENDS 6 1OYR 4�6 " / " " DON DESMARAIS, R.S. 4 PERFORATED OF LATERALS 60" EL = 46.3 42 36" 36 48 SCH. 40 PVC PIPE 10'-6" a EL = 45.9 I EL = 46.8 EL = 47.5 EL = 47.9 PERC. RATE: (TYP.) AND VENT » LOCUS MAP „ LEVEL BOTTOM 10'-0" REDOX. - 72" WEEPING _ 54" REDOX. _ 72 C1 C1 -�-MIN./INCH 23' • 10" - NOT TO SCALE C1 C C1 S. CLAY LOAM S. CLAY LOAM SOIL EVALUATOR 3" MEDIUM SAND S. CLAY LAM S. CLAY L AM 10YR 5/3 10YR 7/3 MARK DIBB, P.E. PROFILE -I 4' MIN. » 1 UYR 7/3 1 OYR 6�3 " " 2" MIN. OF 1/8" TO 1/2- 6 w LIQUID 5-8 93" EL = 44.8 192" 210 162 SOIL CLASS: - " 4-s LOCATE DEPTH 3/4 TO 1-1/2 DOUBLE WASHED STONE OR _ _ _ a EL = 43.1 EL = 33.8 EL = 33.0 EL = 38.4 1 DOUBLE WASHED STONE GEOTEXTILE 5'_g» INLET TEE OUTLET TEE C2 CONTAINING NO FINES �, - - - UNDER COVER W/GAS BAFFLE 3" � ti`(N OF Mgssgcy S. CLAY LAM L.T.A.R. 4 MIN. LOAM AND SEED I 3» o� G 10YR 6 3 C2 C2 C2 1 pg" MED. SAND MED. SAND MED. SAND 0.74 G.P.D./SQ.FT. BRIAN G. L = 41. 1OYR 7/3 1OYR 7/3 1OYR 7/3 v CIVIL YERGATIAN y .., _ o. 20 EL = 29.8 240" EL = 29.0 258" EL = 33.4 222" " ,• p PLAN V 3/4" TO 1-1/2 CROSS-SECTION VIEW S�awALENG�� I EW '�<r s CRUSHED STONE DATE: DATE: DATE: DATE: MAY 11, 2005 MAY 11, 2005 AUG. 11, .2005 AUG. 11 2005 2' 4' 4' 5' 1 5' OVERDIG TO l TEST BY: TEST BY: TEST BY: TEST BY. VARIANCES REQUESTED LEACHING nELD CROSS-SECTION 3, BSC GROUP, INC. BSC GROUP, INC. BSC GROUP, INC. BSC GROUP, INC. GENERAL N OTES BRIAN- G. YERGA DATE WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: PROFESSIONAL ENGINEER DON DESMARAIS R.S. DON DESMARAIS R.S. DAVID STANTON, R.S. DAVID STANTON,' R.S, MASSACHUSETTS TITLE 5 1. THIS PLAN IS INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE SEWAGE NONE �/ DISPOSAL FACILITIES, DWELLING AND ASSOCIATED SITE WORK. PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: SYSTEM STEM PROFILE A- MIN./INCH A MIN./INCH -2--MIN./INCH 2 MIN./INCH TOWN OF BARNSTABLE NOT TO SCALE 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CMR 15.000 AND SOIL EVALUATOR" ARTICLE VIII, §360-18(A): VARIANCE REQUE TED TO ALLOW INSTALLATION OF EL=A 4" SCH. 40 PVC BARNSTABLE BOARD OF HEALTH REGULATIONS. SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR TOP FOUNDATION L=60 FT, FIRST PIPE LENGTH A LEACHING FACILITY IN AN AREA WITH 2.83 FT. OF PERVIOUS SOIL ABOVE TO BE SET LEVEL SEPTIC SYSTEM MARK DIBB. P.E. MARK DIBB, P.E. MARK DIBB, P.E. MARK DIBB, P.E. S=0.0145 FOR MIN. 2' 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE THE SEASONAL HIGH GROUNDWATER (PERCHED WATER) ELEVATION IN LIEU OF 4" SCH. 40 PVC FINISH GRADE SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS: 4 FT, AS REQUIRED. L=14 FT. PROPOSED LEACHING FACILITY. 52.1-52.4 DESIGN NA N�.�_ 1 1 .'' S=0.025 4' SCH. 40 PVC �- « 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE L.T.A.R. L.T.A.R. L.T.A.R. L.T.A.R. MATERIALS. NA G.P.D./SQ.FT. NA G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P,D./SQ.FT. - 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF 1=B I=G ....:: ::.:,.... I=H HIGH GROUNDWATER COMPUTATION TOWN OF BARNSTABLE REGULATIONS r J EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND INDICATES 1=C I=E I=F LEACHING DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL #O RUE MICHELE BASED ON TP 2A) v ESTIMATED INDICATES REQUIRE SOIL EVALUATOR TO INSPECT FIELD SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 SEASONAL HIGH PERC. .` DISTRIBUTION 5.2' SEPARATION WEEPING 0 54' 45.3 GROUND WATER TEST BOTTOM Or EXCAVATION PRIOR TO ANY BOX INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A IN SEPTIC TANK a NOTE: REPRESENTATIVE SAMPLE,OF FILL. UP TO 45% BY WEIGHT MAY BE RETAINED ON THE GROUNDWATER ADJUSTMENT NOT REQUIRED PER INSTALLATION AND ALSO PRIOR TO FINAL K INDICATES SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF SECTION 360-18(B) OF THE TOWN OF BARNSTABLE MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED SEASONAL HIGH GROUNDWATER BOARD OF HEALTH REGULATIONS. GROUNDWATER OBSERVED INDICATES BACKFILLING. THE FOLLOWING SPECIFICATIONS: BARNSTABLE m OBSERVED DURING THE WETTEST SEASON OF THE GROUND WATER El UNSUITABLE IN THE TRENCH OVER ALL PVC PIPING YEAR MATERIALMASSACHUSETTS E 100% MUST PASS #4 SIEVE JOX ST PASS 0 SIEVE °a- ®-- _ v _ ---�. A "" 1 ® -' 0 20% MUST PASS #100 SIEVE (BARNSTABLE COUNTY) 0-5%;;MUST PASS #200 SIEVE DISTRIBUTION BOX DETAIL (H-20) E � - - - - - ' ®- L r^~ W O p0 s. EXISTING UTILITIES WHER SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES CHE ,- _--E- ",�$1�4450 f �' "13dH-SET - A � NOT TO SCALE - ` ' N') / • NOT GUARANTEE THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES`ARE„SH0IAAV.' _ SITE PLAN '" E �- - . f REMOVABLE - .. .- - RUE ¢Q'WID ) A. - r CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES COVER W. ( - -� -W' WETL AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF CONSTRUCTION. IF 6' MAX. -� 'i BENCHMARK: ' ' 0 �3 .- PK NAIL SET a y, _2 WF-1 ANY DISCREPANCIES ARE DISCOVERED OR FIELD CHANGES REQUIRED, THE CONTRACTOR EL 48.76 ; / , �% `' SHALL NOTIFY THE ENGINEER IMMEDIATELY. • \ v i - CONC. RISER ® � , �� �° \ 1 I _ F 7. THE CONTRACTOR SHALL''BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED JANUARY 31, 2017 • 5' 24. _ .- -ter - _ - 4 o I I 3 ZL �� CONSTRUCTION ACTIVITIES WITH DIG-SAFE AND THE APPLICABLE UTIUTY COMPANIES, AND m 4' WALLS '' / �' % ` SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS IN SERVICE. a �144 50"W q'j 1 i ] A I / \ PROPOSED STONE 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG-SAFE, PER MASS. STATUTE CHAPTER 82, SECTION -lift " [t1 ' '' `� SURVEY MARKED 40 AT (888) 344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. " (6) 5 DIA. `• 18" ABOVE GRADE Wdl•-4 \ �� O O 24 KNOCKOUTS EXISTING WELL. 0 ,• \\(3 REQ.) Op ' » _ �, 5 \ \ 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR 13 BE ABANDON D o WF .� TP-1B \, \ -- -� ✓ USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). o » 10. THE WATERLINE SHALL BE SLEEVED OR RELOCATED PRIOR TO CONSTRUCTION OF THE NO. DATE DESC. Q� 3 BOTTOM ON LEVEL 6" MINIMUM s �' .. (n �`' a / RESERVE AREA (IF NEEDED). STABLE BASE _ l 3/4' TO 1-1/2" PLAN VIEW ...........y• ••`� ®� o CRUSHED STONE •. g DIST. £ CO ETE BLOCK ® ® ` - --- N/F �•�.." ••' BOX ` FOUNDA 101 S.F. #4061 MAIN STREET o SECTION VIEW .� S O ® LINCOLN E. WHITE JR. N �_3 / �• +' � SCHEDULE OF ELEVATIONS S ASSESSORS MAP 335 >' NOTES: \• g ;; (tl \` ® - l PARCEL 28 v 1. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR / s ;•'•; - _ _ - _ _ ® � `� , '' . _ -�_�.� �'� LIMIT OF �'• •`• - _ f_ _ 0 FOUNDATION A v IN PUMPED SYSTEM. .''•`•• ` TOP OF EXCAVATION AND �'.',•. �'. ...y TP-2B 2. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL Z .•,°•.•,•,•�`•�% ' ' - - 56.00 `� �' � � 4" INVERT AT BUILDING B 5 FT. OVERDIG `� r 52.87 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. .'.`.'.'. ` �` o �g0 .% PROPOSED - - U�F,� \ �� 4" INVERT AT SEPTIC TANK (IN) �2.52 C DOWN TO TOP OF 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. C HORIZON -L / DRIVEWAY _ \r0 W \ 4" INVERT AT SEPTIC TANK OUT D a: 5. CONCRETE COVER SHALL BE RAISED TO WITHIN 6 INCHES OF FINISHED GRADE. 4,► -/ �Tz �� / (OUT) 52.27 o PROPOSED 4" INVERT AT DIST. BOX (IN) 51.40 E ®� * ODRYWELL `� _.»- - a� 4" INVERT AT DIST. BOX (OUT) 51.23 F ELEVATIONS AT LEACHING FACILITY: PROPOSED 9 S ....._ - - - - ... - -- �- U+ fn `�� WATTLES ~` ��6, P 4" INV. AT START OF LATERALS 51.12 G (BREAKOUT 51.7) LOCUS INFORMATIONK . e v' 53` -- ` ` 4' INVERT AT END OF LATERALS 51.00 H P• BOTTOM OF LEACHING FIELD 50.50 J PREPARED FOR: PERCHED GROUNDWATER 45.30 K TOM MORAN CURRENT OWNER: JHJ REALTY TRUST CI 00 E. JAXTIMER, TRUSTEE GARAIGE 2145 CAPTAINS WALK co SLAB 55 2 ?Co' �� • VERO BEACH, FL 32963-2822 TITLE REFERENCE: DEED BOOK 22401, PAGE 178 (508) 326-1980 " DESIGN CALCULATIONS 3 PLAN REFERENCE: PLAN BOOK 613, PAGE 59 ;� ` fi,. LONE A PROPQSED o ERNEST J. JAXTIMER TR. DESIGN FLOW 9 ASSESSORS MAP: 335 PROPOSED 3- BEDROOM PARCEL: 073 1.500 GALLON DWELLING m �, -� "` -- , _ - - ASSESSORS MAP 335 _ o __ - _ _-- - -- - -- UP - - -- -- - 3 BEDROOMS ® 110 GPD/BEDROOM = 330 GPD SEPTIC TANK PARCEL 73 � �, Co ZONING DISTRICT: RF-2 � k�TH OFMA i EiBSC ND-48 0 �--`50 __ 57,678f S.F. #4073 MA REQUIRED SEPTIC TANK C, SETBACKS: FRONT 30 s ECK 53 ✓ 53,969f S.F. UPLAND 349 Route 28, Unit D a°Oo SIDE 15' ag CRAroA ti >> sROP• O _ - --"'� 3,709t S.F. WETLAND HELEN 330 GPD X 200% = 660 GALLONS REAR 15' FIELD y o �� 0�O --- _ ___ ASSESSOR ! USE 1,500 GALLON H-10 SEPTIC TANK W. Yarmouth, Massachusetts 9NO. ® ®� p ,� /' ` r 51 - �- PARC SIZE OF REQUIRED LEACHING FACILITY 02673 y MINIMUM LOT SIZE: 43,560 S.F. ss �s, �'� �-y P � _ 508 778 8919 LOT AREA: 57,678t S.F. LAND�° o ,,� �, - DESIGN PERC. RATE: <2 MIN/INCH o LONG TERM APPL RATE: 0.74 GPD/SF a / 49 _ --- -- -.- _. - - - --- - .- - - .- -- - - - - - --. - .__. _._._ © 2017 BSC Group, Inc. NITROGEN SENSITIVE 330 GPD = 0.74 GPD/SF = 446 SF ZONE: NOT A ZONE 11 �,5:1 NEIGHBORHOOD WELLS ' LOT #4A /s - --� PROPOSED CL�'RINO I SCALE: 1" = 20' _ SIZE OF LEACHING FACILITY PROVIDED 0 �, / N/F SCOTT SCHOOLEY r / N M-25'10"E 130.00' FEMA FLOOD & i USE A 20' x 23' SQ. FT. LEACHING FIELD i ZONE DISTRICT: "X", 7/16/14, 25001CO559 J GIULIANA MUSILLI r N/F 0 10 20 40 �r OVERLAY DISTRICT: OLD KINGS HIGHWAY ASSESSORS 'MAP 335 i /` N21.25'10'E 111.1T #4083 MAIN STREET BOTTOM/EFFECTIVE LEACHING AREA = 460 S.F. FILE:...Pro'ects-YAR 4882804 C D\4882804-SP.dwg 17.3T � BEVERLY BURTON J \ \ PARCEL 71 ASSESSORS MAP 336 460 S.F. X 0.74 GPD/S.F. = 340 GPD (INSTALLED CAPACITY) DWG. NO: 5626-08 aZi N19•35-�ME PARCEL 53 340 GPD > 330 GPD (10 GPD RESERVE CAPACITY PROVIDED)- SHEET 1 OF 1 N/F JOB. NO: 4-8828.04 i TEST PIT —#1— TEST PIT _94 TEST PIT 95 _ TEST PIT —0 TEST PIT DRAIN1 TEST PIT —97 TEST PIT 0 TEST PIT #13 TEST PIT _ TEST PIT #11 TEST PIT #14 TEST PiT _ i15 _ TEST PIT #16 DATE 5 11 05 DATE 8 11 05 DAB 5 11 05 DATE: 5 11 05 DATE 5 11 05 DATE 5 11 05 DATE 5 11 05 DATE 5 12 05 DATE 5 12 05 DATE 5 12 05 DATE 8 11 L05 DATE -Vjl&5 DATE 5 11 05 EST. DEPTH EST. DEPTH EST. DEPTH EST. DEPTH EST. DEPTH EST. DEPTH EST. DEPTH EST. DEPTH „ EST. DEPTH EST. DEPTH EST. DEPTH EST. DEPTH EST. DEPTH TO GW. 72" TO GW. NONE TO GW. NONE TO GW. NONE TO GW. NONE TO GW. NONE TO GW. NONE TO GW. 84 TO GW. 84 TO GW. NONE TO GW. NONE TO GW. NONE TO GW. NONE ydAA—L. SAND L. /12" � 12" 6" � 12" 10" 8" 8" A-S. LOAM:10YR4/ 12" $" VILA 10YR3/3 B—L SAND B—L SAND B-L SAND B—L SAND B— L.SAND 18 —L• SAND:10YR6/ „ —L SAND: „ „ FILL B—L.SAND B—LSAND 10YR4/6 „ 10YR6/6 10YR5/6 10YR6A „ B— LSAND 10YR5 6 " 24 24 —S. LOAM:10YR6/ 24„ „ 10YR5/6 1 —L.SAN 42" 36 48" 48" 36 t0YR6/s 36 40 36 36" 32" j3" Cl—S. CLAY LOAM A/B—L. SAND Cl—S. LOAM C1—M.SAN 60„ C1—S. CLAY LOAM Cl—S. CLAY LOAM C—S. CLAY LOAM C—S. CLAY LOAM 10YR3/3 „ t OYR�3 3 _ 72 t0YR6/3 1OYR6/3 1— S. CLAY LOAM 10YR6/6 t0YR5/6 10YR5/6 48 64" / 1 / 10YR7 3 93„ 80" _ _ Cl S.LOAM A L Cl—S. CLAY LOAM Cl—S. CLAY LOAM C2— M. SAND „ C2—M. SAND Cl—M. SAND / 10YR7/3 10YR6/3 96 10YR7/3 C—S. CLAY LOAM tOYR`7/3 78 10YR7/3 1087 /1 " 105" 108" 102" 102" 108" 117" GROUNDWATER: GROUNDWATER: C2—M. SAND C2—M. SAND OBS. — 84" OBS. — 84" 10YR7/3 10YR7/3 / C4 — M. SAND C2 — MED. SAND 10YR7/3 144" 132" 162� 156" GROUNDWATER: GROUNDWATER: 168" NONE NONE ENCOUNTERED ENCOUNTERED C2—M. SAND C2—M. SAND 180" 180" GROUNDWATER: 180„ 173" 192" 1OYR7/3 10YR7/3 NONE GROUNDWATER: GROUNDWATER: GROUNDWATER: ENCOUNTERED GROUNDWATER: NONE C2—M. SAND NONE NONE NONE 10YR7/3 222" 216" ENCOUNTERED ENCOUNTERED ENCOUNTERED ENCOUNTERED GROUNDWATER: GROUNDWATER: 40" NONE NONE ENCOUNTERED ENCOUNTERED GROUNDWATER: NONE ENCOUNTERED r \/ MAIN STREET '\ �\ PROFESSIONAL ENGINEER DATE 'RLY A SWEENEY AS ORS MAP 33 M CU MAIN TREET 05 r 4073 MAIN STREET ` IN .. ;5a'40" MARSHA I M f7 M ASSESSORS M 335 PLAN HELEN O ASSESSORS M 335 L0 \' PARCEL 27 N/F /\ %\ \ OF MARCIA TT F1?� 3'500 E US SSORS M 335 b'.5 — M CaEl -a • 1,692t S. LAND 18t ACRES rz ll7 DEED 19955. P 75 t'0 \/ \/ 48,19 SF D n %\ �/ w CS `� RUE- MICHELE \, O LOT tU �3 \/ Ln w N 4 C5 - �j • N/F r %\ RUE MICH L.L� LOT #4061 MAIN / ASSESSORS -- JEAN 335 `7 N/F ND %\ I N / K Sp• ` PARCEL 71 72 - MARgA OTT X— A MAP 6 49,859f S `-� ; ASSESSORS AP • CE1 28 T • \'\ DEED BOOK 19955. P GE 73 PARCEL 9 do 70 r / > X C U M MAQ U I D ,J 1.0 ACRES I °' "� ' _ DEED B 19955, PAGE 7 O r U� (� X MASSACH USETTS AL � ,iE + --•r ,r,,. � � : ; � � ,� � � i / .M/�Rq�OR M Tr Ees NG �. BARNSTABLE COUNTY) IRON I L / P TION of PARCEL re PIPE ■ u„�TY E F , x ,IYr Ul o 90X `` BOOK 19955. P 0 �k . _ -------------- — --- — --_._°�_=_—=— �- ;: - � TES— - T P IT n �,— BUFFFER T BOUND ,sox 'jt3 OTT ,9955/ EXHIBIT \ MMB % FOUND I I- ' %\ /♦ 7 "n o \ /\ \ MARCIA EwOTT 955/20 - 1x EASTI FOUND �90UND / \\ �� ELEC OX o SEE PLAN BOOK /\ o ��....• `��\/ EXIST. LOT #1 a 599, PAGE 2OCU �95 Z 1 /1 N STREET c \\ AR M CIA 1T o M CD MAY 89 2006 q16•PNA A CARYN UELL, TRUST . �,"' 1L� SE VP 8 ASSE SS MAP 335 � PA CEL 65 RUE i ELE, C. 35 332t S. . M A p CEL 7 68 / , A S \' 0 DEED BOOK 9 PA 7' F. � IA OTT /\ a: ER , 2t ES n ��y M 335 o o DEED 19 PAGE 73 rr. �� r,,, TION PAR 29 � • REVISIONS: (� N/F c00h ' { NO. DATE DESC. 4029 — ARBER 0 S 335 F „12.80 — CEL N1D'S�J�,� "� EXI A/ � s o ° o"w' r GARAGE <\ th ,Zo 3.o�. IN \/ y'84 y. 3 ��gS.otN 401 MAIN STREET 1� r+ MAP 335 OD /\ P 60 \/ \/ 03 — 402 A N EET •ct %\ %\ MAP 33 d� 30 !n in i ,...•---� PREPARED FOR: Ms. MARCIA ELLIOTT I ' .. TEST PIT _.#2— TEST PIT #3 TEST PIT #19 TEST PIT #20 TEST PIT #21 TEST PIT DRAIN2 TEST PIT _ TEST PIT . 18 TEST PIT #110 TEST PIT #A P.O. BOX 76 DATE 5 11 05 DATE 8 11 05 DATE 5 09 05 DATE 5 09 05 DATE 5 09 05 DATE 8 11 05 DATE 5 11 05 DATE 5 11 05 DATE 5 12 05 DATE 5 .12 05 30 WINDWARD WALK EST. DEPTH TO GW. 72" EST. DEPTH TO GW. 72" EST. DEPTH EST. DEPTH EST. DEPTH EST. DEPTH EST. DEPTH EST. DEPTH EST. DEPTH EST. DEPTH HARWICH TO GW.- NONE TO GW. 114 TO GW. 116 TO GW. NONE TO GW. NONE TO GW. 101" TO GW. NONE TO GW. 144" MA 02645 10YR3/2 „ A—L A :1 „ — " — :1 " — .1 ,. — " _ 10 12 12 10 12 15 „ B—L. SAND B—LSAND:10YR5/ „ B—LSAND •B—LSAND 10YR4/3 10YR4/3 15" B—S. LOAM 20 10YR4/6 B—LSAND Cl—S. CLAY LOAM 24 10YR5/6 B—LSAND 1OYR6 6 „ 24" 32" B—L. SAND 36 10YR6/6 30 10YR5/6 36 B—LSAND B—LSAND 10YR6/6 " 1OYR6/6 Cl—S. CLAY LOA 2 10YR6/3 Cl—S. CLAY LOAM 10YR5/6 48„ 10YR5/6 48„ 41" „ Cl—S. CLAY LOAM n „ 1OYR5/3 Cl—S. CLAY LOAM iDIR 60 t0YR6/3 55 65 60" Cl—S. CLAY LOAM BSC ���+••• Il GROUNDWATER: C1—M. SAND B—C.SAND 10YR6/6 10YR5 6 " _ 10YR7/3 62 10YR7/4 60" 657 Main Street, Unit 6 oes. - 54 87" o�o� �3 D 78" � W. Yarmouth Massachusetts C2—M. SAND C2—M. SAND C2—C. SAND C2—S. CLAY LOAM — 10YR7/3 10YR7/3 10YR7/3 C2—M. SAND 02673 S. CLAY 126" C—S. CLAY LOAM 10YR7/3 GROUNDWATER: — 132" = loYRs/s 5087788919 OBS. — 114" GROUNDWATER: 132" = 144" C 2005 The BSC Group, Inc. 132" NONE " GROUNDWATER: GROUNDWATER: GROUNDWATER:" SCALE: 1" =p 60' HORIZONTALLY 156 ENCOUNTERED GROU D ATER: GROUNDWATER: OBS — 116" 08S. — 101" OBS. — 144" 1" = 4' VERTICALLY NONE ENCOUNTERED 180" METERS GROUNDWATER: 192" 0 30 60 120 FEET NONE 210" ENCOUNTERED GROUNDWATER: C2—M. SAND NONE ENCOUNTERED PROJ. MGR.: C. FIELD � 10YR7/3 ) THE PURPOSE OF THIS PLAN IS TO ACCOMPANY THE VARIANCE REQUEST FOR 20 ENERAL NOTES: FIELD: D. GAZZOLO / J. McCARTIN RUE MICHELE. THIS PLAN HAS BEEN PROVIDED AT THE REQUEST OF THE BOARD AND IS CALC./DESIGN: M. DIBB 258" DENOTES UNSUITABLE MATERIAL FOR DISCUSSION OF THE 1,650 GALLON PER DAY I/A BYLAW PURPOSES ONLY. REFER DRAWN: M. DIBB GROUNDWATER: TO ACTUAL TESTHOLE SOIL SUITABILITY ASSESSMENT FORMS FOR TEST PIT AND OBS. — 72" PERCOLATION INFORMATION. CHECK: C. FIELD 2) TESTPIT AND LOT NUMBERING FOR THIS EXHIBIT ONLY AND DOES NOT CORRESPOND TO THE SUBMITTED SEPTIC DESIGN PLANS OR ASSESSORS INFORMATION. FILE: 8828ROAD.DWG 3) VERTICAL DATUM AND ELEVATIONS BASED ON TOWN GIS INFORMATION. DWG. NO: 5626-02 4) ACTUAL GROUNDWATER VARIES FROM ELEVATION 15 TO 18 PER THE TOWN OF SHEET 1 OF 1 BARNSTABLE GROUNDWATER CONTOUR MAP JOB. NO: 4-8828.00 SOIL TEST PIT DATA: SEPTIC TANK DETAIL: 1 ,500 GALLON H-20 DISTRIBUTION BOX DETAIL: NOT TO SCALE REVISION LEACHING FIELD DETAIL. NOT TO SCALE DATE DESCRIPTION P-11003 P-11003 P-11074 P-11074 NO. OF OUTLETS 9 1. 4/03/06 ADD "FAST" TEST PIT #1A TEST PIT #2A TEST PIT #1B TEST PIT #2B FINISHED GRADE 36" MAX .COVER REMOVE BEDROOM GRD. EL. 50.9 GRD. EL. 49.8 GRD. EL. 49.8 GRD. EL. 50.5 44.9 43.8 EST. HIGH GW. REMOVABLE 3 WALLS FINISHED GRADE 2. 5 11 06 INCREASE LINER EST. H. GW EST. HIGH GW. 45.3 EST. HIGH GW. No Gw SEE SHEET FOR "MICRO-FAST 0.5" DETAIL COVER NOTES: / / A A A A ti;9„+,ti;v„+,q:•v....;:•v.:•' 5" 1. DIST. BOX TO WITHSTAND H-20 LOADING ! � i LOAMY SAND SANDY LOAM LOAMY SAND av� B"'" 2• PROVIDE INLET TEE OR BAFFLE WHERE i CAP ENDS " • •� • -• •u• GENERAL1. THISAN IS FORDESIGN AND LOAMY SAND T SLOPE OF PIPE EXCEEDS 0.08 FT. TOR 10YR 3/3 „ 10YR 3/2 20" 10YR 3/3 10" 10YR 3/4 12" DATUM r T 4 PVC 42 B 4 40-T C BOOS/ THIS OF THE SEWAGE IN PUMPED SYSTEM. see •e • • • • e e e b e •Q o �•� e • • • /, B r , B B T 20" a:1f�� ��:�fi � a°r!�` :1f :1fi��:'�f :1fi�� i`i� 6. DISPOSAL FACILITY ONLY. r r , T LOAMY SAND SANDY LOAM LOAMY .SAND LOAMY SAND VERTICAL DATUM: ASSUMED 3. FIRST TWO FEET OF PIPE OUT OF DIST. e • •e e • • e • e • e e ,e •e • • • e • • • 2. ALL CONSTRUCTION METHODS AND 1OYR 6/6 1OYR 4/6 6" 9,5" OUTLETS 8" BOX TO BE LAID LEVEL. u MATERIALS SHALL CONFORM TO MASS. 1OYR 4/6 „" 10YR 4/6 60" EL = 46.3 ; 42 36" 36" ' BENCH MARK SET: PK NAIL IN PAVEMENT. ELEV 48.70 e+ All­44 ee oee T 4. RECOMMENDED MANUFACTURER-ROTONDO LEVEL BOTTOM D.E.P TITLE 5 AND LOCAL BOARD r , 4" OR APPROVED EQUAL. 26' OF HEALTH REGULATIONS. RED-OX 72" WEEPING 54" RE-DOX 72" ' BOTTOM ON LEVEL PROPOSED PROPOSED 3. ALL PIPES LOCATED UNDER PAVEMENT r STABLE BASE 6" MIN. 3/4" TO 5. ALL PIPE CONNECTIONS AND CONCRETE 4p MIL LINER PROFILE 40 MIL LINER OR TRAVELED WAY SHALL BE SCHEDULE Cl C Cl r Cl 1 1/2 CRRUSHED CONSTRUCTION SHALL BE WATERTIGHT. ALL AROUND ALL AROUND 40 OR EQUAL. MEDIUM SAND � � S. CLAY LOAM � S. CLAY LOAM � S. CLAY LOAM � CROSS-SECTION STONE BASE IL 10YR 6/3 1 OYR 6p3 ADDITIONAL NOTES: 6. FIT BREAKOUT BARRIER SNUG AROUND 36" MAX. - 12" MIN. COVER 4. THERE ARE NO KNOWN PRIVATE WELLS / _ 1 OYR 7/_3 r D-BOX AND USE EPDXY RESIN FOR WATER LOCATED WITHIN 150 FT. OF THE 93" �� EL -- 44.8 ---- 60" - 192 r 210" TIGHT SEAL. " PROPOSED LEACHING FACILITY NOR I EL - 43.1 " T2% MIN. FINISH GRADE 4 MIN. LOAM & SEED ANY KNOWN WELLS PROPOSED WITHIN - EL = 33.8 EL = 33.0 1. EXISTING DRAINAGE PIPE INVERT ELEVATIONS FROM PLAN PREPARED " 7. FILL ALL UNUSED KNOCKOUTS MATH MORTAR. 150• OF ANY KNOWN LEACHING FACILITY. C2 BY DOWN CAPE ENGINEERING DATED 11 07 1975. A DATUM ADJUSTMENT 30 LOAM & SEED DISTURBED AREAS / / 5. WITHIN LIMIT OF EXCAVATION REMOVE S. CLAY LOAM „ PRECAST DIST. 34 MAXIf�IM 10YR 643 C2 C2 OF -0.18 BASED ON THE FIELD LOCATION OF THE 12 ALUMINUM PIPE 30• Box / 18" p 13, MZN ALL TOPSOIL. SUBSOIL AND OTHER 11081, MED. SAND MED. SAND _ AT ELEV. 44.90 (DOWN CAPE PLAN ELEV=45.08 WAS USED. DIAMETER g+A e , , e -�• " " IMPERVIOUS MATERIAL. L = 41.9 10YR 7/3 10YR 7/3 ` ) CLEANOUT g.•e � , � L2 MIN. OF 1/8 TO 6. REPLACE ALL EXCAVATED MATERIAL WITH 6• •A��+° +q�OegoyPe e e� + •► e 1/2" WASHED STONE CLEAN GRANULAR SAND, FREE FROM ORGANIC a+' ��40 PERF. PVC. MATERIAL AND DELETERIOUS SUBSTANCES. 3/4" TO 1-1/2" DOUBLE � ' � ' ' � SCHEDULE 40 MIXTURES AND LAYERS OF DIFFERENT CLASSES EL = 29.8 40" EL = 29.0 258" WASHED STONE (NO FINES) OF SOIL SHALL NOT BE USED. THE FILL SHALL DATE: DATE: DATE: DATE: TYP NOT CONTAIN ANY MATERIAL LARGER THAN 30' I TWO INCHES. A SIEVE ANALYSIS, USING A #4 MAY 11, 2005 MAY 11, 2005 AUG. 11, 2005 AUG. 11, 2005 PLAN VIEW SIEVE, SHALL BE PERFORMED ON A CROSS-SECTION REPRESENTATIVE SAMPLE OF FILL. UP TO 45% TEST BY: TEST BY: TEST BY: TEST BY: BY WEIGHT OF THE FILL SAMPLE MAY BE BSC GROUP, INC. BSC GROUP, INC. BSC GROUP, INC. BSC GROUP, INC. RETAINED ON THE #4 SIEVE. SIEVE ANALYSES PPGE g5 TOWN OF BARNSTABLE NEW REGULATIONS ALSO SHALL BE PERFORMED ON THE FRACTION WITNESSED BY: WITNESSED BY: WITNESSED BY- WITNESSED BY: DESIGN CRITERIA. AOF FILL SAMPLE NALYSES MUST DEMONSTRATETHE E#4 SIEVAT E, SUCH DON DESMARAIS R.S. DON DESMARAIS R.S. DAVID STANTON, R.S. DAVID STANTON, R.S. 2'16,� N/F REQUIRE SOIL EVALUATOR TO INSPECT p` 800K 4083 MAIN STREET MATERIAL MEETS O S EACH OF THE FOLLOWING PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: PN 1 EVERLY A sWEENEY BOTTOM OF EXCAVATION PRIOR TO ANY DESIGN FLOW: SPECIFICATIONS:100Y MUST PASS #4 SIEVE NA_MIN./INCH -N.A__MIN./INCH �-MIN./INCH -MIN./INCH ASSESSORS MAP 336 N�N STREET INSTALLATION AND ALSO PRIOR TO FINAL N -.4 $EDROOMS AT 110 G.P.B.�D 440 G.P.D., (4.75 mm EFFECTIVE PARTICLE,SIZE) 4093 MA S EE 10%--100% MUST PASS #50 SIEVE SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL. EVALUATOR PARCEL 53 # BACKFILLING. (0.30 mm EFFECTIVE PARTICLE SIZE) MARK DIBB. P.E. MARK DIBB, P.E. MARK DIBB, P.E. MARK DIBB, P.E. i N21-25'10„E MARSHA ALIBRANDINI °X-20% MUST PASS #100 SIEVE �30.00' ASSESSORS MAP 335 (0.15 mm EFFECTIVE PARTICLE SIZE) SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS:` PARCEL 26 IREQUIRED SEPTIC TANK: 0%-5% MUST PASS #200 SIEVE NA NA 1 1 -- 1 (STING 440 X 200% = 880 GAL. (0.075 mm EFFECTIVE PARTICLE SIZE) -- LOT #5 WELL 7. EXISTING UTILITIES WHERE SHOWN N21`25'10" _ SEPTIC TANK PROVIDED: = 1500 GAL. IN THE DRAWINGS ARE APPROXIMATE. L.T.A.R. L.T.A.R. L.T.A.R. L.T.A.R. N/F E NA G.P.D./SQ.FT. NA G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. -- _ MARCIA ELLIOTT 111.17' NI SEPTIC THE CONTRACTOR SHALL BE RESPON- SIBLE N/F -- _ ASSESSORS MAP 335 17.37',. FOR PROPERLY LOCATING AND COOK HIGH GROUNDWATER COMPUTATION INDICATES #4073 MAIN ST. - PARCEL 73 & 74 SIZE OF LEACHING FACILITY REQUIRED: COORDINATING THE PROPOSED CONE STRUCTION ACTIVITY WITH DIG-SAFE DESIGN PERC. RATE: <2 MIN. INCH AND THE APPLICABLE UTILITY BASED ON TP#2A v ESTIMATED INDICATES HELEN WATTS '`�`�-�- __--� 51,692t S.F. ''' �. � " SEASONAL HIGH PERC. MAP 335 --..� 1.18t ACRES � -� ` ,�yo� G.P.D S.F. EXISTING UTILITY SYSTEMCOMPANY AND IN SERVICE. G THE WEEPING A 54 45.3 GROUND WATER TEST PARCEL 27 DEED BOOK 19955, PAGE 75 �. ---48-- - LONG TERM APPL. RATE 0,74 / DIG-SAFE SHALL BE NOTIFIED PER GROUNDWATER ADJUSTMENT NOT REQUIRED PER 48,192t S.F. UPLAND INDICATES -� `' �` - THE STATE OF MASSACHUSETTS SECTION 360-18(B) OF THE TOWN OF BARNSTABLE - " "-- -- ._.,,,,, 3,500f S.F. WETLAND ''-�•:,, � LOT #4 = TATUTE CHAPTER 82, SECTION 409 BOARD OF HEALTH REGULATIONS. GROUNDWATER �_ OBSERVED INDICATES _,._. - _ -' 440 GPD T 0.74 GPD/SF 596 S.F.SOBSERVED DURING THE WETTEST SEASON OF THE GROUND WATER UNSUITABLE �' `� N/F AT TEL. 1-888-344-7233. THE YEAR MATERIAL � '-" ~- �•.._.• �� � RUE MICHELE, LLC ENGINEER DOES NOT GUARANTEE ASSESSORS MAP 335 THEIR ACCURACY OR THAT ALL PARCEL 71 & 72 SIZE OF LEACHING FACILITY PROVIDED: UTILITIES AND SUBSURFACE STRUCTURES PROFILE. NOT TO SCALE � -' - '�►• '- t S.F. ARE SHOWN. LOCATIONS AND \ ELEVATIONS OF UNDERGROUND UTILITIES `- -• �" e Vf 1.1 4± ACRES TAKEN FROM RECORD PLANS. THE _ 'S~� --' ~ " '' �" �� °D DEED BOOK 19955, PAGE 73 CONTRACTOR SHALL VERIFY SIZE, '' �' • - �o B '�-- -_ _ _._ � 1.0 ; #� 440 GPD - 0.74 SF/GPD = 596 S,F, EL-A FIRST PIPE LENGTH `` a.,, ` `�--�... O „-1 TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL \ ,r ,,,I � LOCATION AND INVERTS OF UTILITIES EL-54.1 6" OF FINISHED GRADE. FOR MIN. 2' `� �. � � OFF` W �. AND STRUCTURES AS REQUIRED PRIOR _ .. FINISH GRADE N �`'••-� ``� ~` FR - 1 % USE LEACHING FIELD TO THE START OF CONSTRUCTION. -\ 4" PVC scH 40 tJ . �y QSED DECK # "\ " _ �..0:_� -e_._ �� . 'C 7 FAST BLOWER BOTTOM = 24' x 26' = 624 S.F 8 THIS SYSTEM IS NOT DESIGNED FOR ;r 4" PV `� '9/11 3' THE USE OF A GARBAGE GRINDER. �I' A GARBAGE GRINDER IS NOT A SCH 40 -Ij 4" PVC H LEACHING FIELD o C3;' -- 70.0 3" "FAST" VENT RECOMMENDED DUE TO RECOGNIZED _ H , ~ ` ` -� PROPOSED `� 624 S.F X 0,74 SF/GPD = 461 GPD ADVERSE IMPACTS TO THE LEACHING \I=D I=G ~ 4 BEDROOM `� PROPOSED FACILITY. I=c I=E �'� � r "� DWELLING PROPOSED - \ 1500 GAL. 461 GPD PR❑V, > 440 GPD REQ, 9 OUTLET - b GARAGE a6 ` MICRO FAST 9. EXITING INVERTS ARE TO BE CHECKED BY I F T.O.F. 55.0 cV THE CONTRACTOR PRIOR TO CONSTRUCTION. r - DIST. Box 5' SEPARATION '- ~` �` �`�• �`-� M RO DOWNS TS 10' 0.5 SEP. TANK RESERVE AREA = 24' X 26' = 624 S.F. FAST" SEPTIC TANK 0. THE ENGINEER IS TO BE NOTIFIED OF PERCHED GROUNDWATER Z 28.0 MIN �'`5r ANY FIELD CHANGES THAT MAY BE rn / S�;`` `` \ -- \ REQUIRED. K -- -- - S LOCUS INFORMATION #4061 MAIN STREET ,w -- JEAN KROEBER oY ` ��~- TO 1'''�- ` o CURRENT OWNER: MARCIA ELLIOTT INVERT ELEVATIONS: ASSESSORS MAP 335 g -` GRO'�R ;9BSk� PARCEL 28 e �. 137.6 �N • -, � PROPOSED TITLE REFERENCE: DEED BOOK 19955, 335 657 Main Street, (RT. 28) Unit 6 W.Yarmouth Massachusetts TOP OF FOUNDATION 55.0 A a i ~ �'RQROSED - , "'" - D BOX PLAN REFERENCE: PLAN BOOK 600, 22 02673 4" INVERT AT BUILDING 52.53 B - _ HAYBALES,I _ • `� �' `"e �` ASSESSORS MAP: 335 5087788919 4" INVERT AT SEPTIC TANK IN 51.73 C � M �. '~� �_ `- `�~ -- 6• 150' TO ( FELD PARCEL: 73 & 74 J2 \\ EXISTING WELL PROJECT TITLE: 4" INVERT AT SEPTIC TANK (OUT) 51.48 D - I. . ... ZONING DISTRICT: RF-2 4" INVERT AT DIST. BOX IN 51.20 E ''. '' - -- .. �- �CONCRE 1....1 1 •A t , ( ) � _ _ - SETBACKS: FRONT 30 „ -. BLOCK FO A N bI ` PROPOSED 26 x24 SIDE 15' 4 INVERT AT DIST. BOX (OUT) 51.03 F ` ' �` • '� ►I1. �`� ` � TO BE�R,EMOVE I �`1 1 LEACHING FIELD DESIGN FOR DG "• {,- ' - L � • � �• � °' y... �• -•N \� REAR 15 -- PROPOSED 40 MIL EX1STlNG PIPE \ / y„�.-L MINIMUM LOT SIZE. 43,560t S.F. SEWAGE DISPOSAL INVERTS AT LEACHING FACILITY: ✓ ��11, \ INV=44`'�J8 1 POLY LINER �111i \, II, FIELD LOCATED •1 ,� ,Now �3i EXISTING LOT AREA: 51,692t S.F. L - SYSTEM .- NOTE: - 4" INVERT AT BEGINNING , I►, ' WETLAND DELINEATION APPROVED BY 7 1 PROPOSED 26'x24' OVERLAY DISTRICT: OLD KINGS HIGHWAY 50.93 G BREAKOUT ELEV. 51.5 / THE BARNSTABLE CONSERVATION 1 \ 10 'S 9 RESERVES AREA OF LEACHING FIELD / \ I ' Q COMMISSION IN NOVEMBER OF 2005. ����� s I EXISTING WELL NITROGEN SENSITIVE E: NOT A ZONE II 4" INVERT AT END �?1.�N°F1� EXISTING. PIPE rCATTCH BASIN ROPOSED AC�4\ To BE ABANDONED V` �, #20 OF LEACHING FIELD 50.8 H �� �$ � ����� \ INV=44.48 � I :` �•,� '�•� FEMA FLOOD o MARK .. �� PER P AN) 1� � � �. " " L S , ZONE DISTRICT: C , DATED 7/2/92 RUE M I CH ELE ,L ,sir, ELEVATION AT BOTTOM 50.3 J N0.45937 y _~ �i1i� `III' �`��� - �-- •-� - 2. OF LEACHING FIELD - - • ,r. .�- . _ ° _ ,. EXISTING PANEL #250001 0001 D .,,__ r r �y�_"` N _ UTILITY BOX CU M M AQU I D o,sT �'° ` _ _ - - - _ - - - - . ``�- / UTILITY B =° `� A ___ LOCUS PLAN: N❑ SCALE "� PERCHED » - - - _ " GROUNDWATER 45.3 K .� _.. - _ ._ �__ _ 14. 450 w TT _ - - M ASSACH U SETTS m _ - - •� HUTU qE N BENCHMARK SET (40' WIDE - PRIVATE WAY) 6A VARIANCES REQUESTED: --� �G AYB LES � R UE MICHELE � PK NAIL IN PAVE. 3 � _ �? W/SILT FENCE c 70 r -- PROPOSED NEW WATER MAIN LOCUS PREPARED FOR: ELEV. = 48.70 x MASSACHUSETTS TITLE 5: M w - r� w w~ w w _ _ _ _ - d Z Z Ms. MARCIA ELLIOTT -- \ ° / f �` \\ - o /-,� GAS G S Z 7- 0 N P.O. BOX -277 ~� � GAS GA S CUMMAQUID o - - - -- - •• `I5AS' �- o NONE _- - - - \ � -< - » « -�- - - \ , BARNSTABLE Z:z . _- I I \ r MA 02637 TOWN OF BARNSTABLE - ARTICLE VIII - MARGINAL LOT EASTI G PIPE ! I > _ f N a \ INV=4 .76 l 1 ISTING WELL ¢ ...� C L 50 BUFFER TO WETLAND" �-- \ v, W 4' PERVIOUS MATERIAL ABOVE MAX. _ - _ - „ \(PER LAN) -I BE ABANDONED �3 D -+ DATE: DECEMBER 30, 2005 GROUNDWATER REQUIRED FOR FUTURE 8 EXISTING PIPE � � ', 1 � • -- -� 1 \ t � ,/ ��� BAY COLONY RR � = COMP. DESIGN: K. HEALY WA WATER MAIN INV=43.70 1 EXI$TING D AINAGE \ rrI Q INSTALLATION OF ON SITE SEWAGE Po DING A EA \\ l r �\ CHECK: M. DIBB (PER PLAN) ` W \ PIPE INV=44�30 \ I \ " , - DRAWN: K. HEALY co 1 VARIANCE REQUESTEDco PLAN VIEW �'� LD LOWED) \\,, • ; \� --'� 6 FIELD: D. GAZZOLO J. McCARTIN • /\ _ / 3 n I 0 PERVIOUS MATERIAL ABOVE MAX. (PERCHED) GROUNDWATER EXISTING. SCALE: 1' = 20 FEET FILE NO. 8828SEP-5.DWG co 5' PERVIOUS MATERIAL ABOVE MAX. (PERCHED) GROUNDWATER PROPOSED.. �-� ¢ DWG N0. 5626-04 MARCIA ELLIOTT a 0 10 20 40 FT. i ASSESSORS MAP 335 - JOB NO. 4-8828.00 SHEET 1 OF 2 a i REVISIONS FAST® AIR LIF NON-CORROSIVE N0. DATE DESCRIPTION CLAMP EVERY 2 FT I � GASKET GASKET Specifications For MicroFAST O , J 11. 4/03/06 ADD FAST" 59' (150cM) NON-CORROSIVE CLAMP EVERY 2 FT Wastewater Treatment System REMOVE BEDROOM 2. 5/11/06 INCREASE LINER RISER RISER 1, GENERAL 5, REMOTE MOUNTED BLOWER 9, WARRANTY AIRLIFT 2' AIR The contractor shall furnish and PLASH PLATE 15 .5• 2• AIR SUPPLY The blower May be Mounted remote The Manufacturer of the MicroFAST 0,5 (38.1 .3cm) SUPPLY LINE install (1) MicroFAST 0,5 treatment with no more than 100 ft (30.5 M) of —M 31• MIN AIRLINE LINE system as manufactured by treatment system shall warrant for (1' MI _0 Inc, The treatment piping and no more than four elbows, three years from the date of system cro halt shipment or two years form the date 450 GALLON 26 15t,5 GASKET GASKET system shall be complete with all from the MicroFAST unit on a contractor supplied concrete base, of start-up, whichever occurs first, 350 GALLON (1704 L) MIN (66cM) (38,itL3cM) needed equipment as shown on the The blower must not set in standingequipment y p (1325 U that the a ui ment the provide will MIN, drawings and specified herein, water and its elevation must be higher be free from defects in material and NON-CORROSIVE The principal items of equipment shall than the normal flood level. A workmanship, CLAMP EVERY 2 FT include FAST System insert, insert lid two-piece, rectangular housing shall (or le extensions if that option is be provided with tamper-proof screws. In the event a mechanical component FAST® g p The discharge air line from the blower fails to perform as specified or is FAST® AIR SUPPLY AIR LIFT chosen), blower assembly, blower to the MicroFAST shall be provided controls and alarms, The MicroFAST 0,5 p proven defective in service during the AIR LIFT OPTIONS7 and installed by the contractor, warranty period, the manufacturer Li unit shall be situated within a 450 (SEE NOTE 5) shalt repair or replace such defective BLOWER gallon minimum compartment in a two 6, ELECTRICAL parts, (Cost of labor on NON-CORROSIVE SEE DRAWING,., compartment tank as shown on the The electrical source should be within CLAMP EVERY 2 FT. MICROFAST®0,5 L NOTE plans, or in a 800 gallon one repair/replacement is not covered Tank(s) must 150 feet of the blower, Consult local under this warranty.) The replacement (SEE AIR SUPPLY OPTIONS) compartment tank, code for Longer wiring distances, All 3' (7.62 cm) VENT 1, SECURE ORIGINAL 7' X 7' FOOT TO LEG EXTENSION 9 9 or repair of those items normally SEE DRAWIN conform to local, state, and all other wiring must conform to code, The input consumed in service such as air filter, TOP OF TANK FLUSH WITH MICROFAST® 0.5 L BY PLACING TW❑ (2) SCREWS IN EACH SIDE OF THE applicable codes, The contractor shall power required for the blower is BOTTOM OF CONCRETE LID LEG EXTENSION, EIGHT (8) SCREWS PER FOOT ARE P q etc,, shall be considered as part of WITHIN 1 1/2' provide coordination between the FAST 115/230 Volts, Single Phase, 60/50 GASKET INCLUDED AND SHOULD BE USED ❑N EACH ❑F THE system and tank supplier with regard g routine maintenance and upkeep. _ Hertz, 3,8/1,9 Full Load Amps, minimum FOUR (4) CORNER LEG EXTENSIONS, to fabrication of the tank installation wire size is 16 A,W,G. (Locked Rotor It is not intended that the of the FAST unit and delivery to the _ 2, ANCHOR THE LEG EXTENSIONS (4 CORNER LEGS Amps are 18.6/9.3). All conduit and manufacturer assume responsibility for - - - - - ONLY) TO THE BASE OF THE TANK, PLACE BOLTS job site, wiring between the electrical control contingent liabilities or consequential AT OPPOSITE CORNERS OF THE LEG EXTENSION 2, OPERATING CONDITIONS panel (optional.), the power supply, and dama9es of any nature resulting from BASE. The MicroFAST 0.5 treatment system the blower shall be furnished and defects in design, material or 3, TO ELONGATE FOOT PAST THE PROVIDED 12' CUT shall be capable of treating the installed by the contractor, workmanship, or delays in delivery, wastewater produced by typical family 7, ALARMS replacement. or otherwise. THE 3.9' LEG EXTENSION IN THE CENTER INTO TWO activities (bath, laundry, kitchen, etc,) The alarm system shall consist of a SEPARATE PIECES, THEN CUT A SCH 40 PVC PIPE ranging from (1) one to (8) eight visual and audible alarm to indicate 10. FLOW AND DOSING TO THE DESIRED LENGTH AND SLIP THE PIPE OVER persons and not to exceed 50O US loss of power to the blower and/or Wastewater treatment systems work THE TOP AND BOTTOM CUT SECTIONS OF THE LEG Gallons per day (1893 LPD). high water level. A manual silence best when influent flow is delivered as EXTENSIONS, switch is included, 3, MEDIA consistently as possible, FAST systems 41 DIAM 4, ATTACH PIPES WITH STAINLESS STEEL SCREWS, INSTALLATION AND OPERATING have been successfully designed, tested The FAST media shall be manufactured I and certified recieving gravity, 450 GAL of rigid PVC, polyethylene or INSTRUCTIONS demand-based influent flow, However (1705.5 L) \FAST 5. THE AIR SUPPLY LINE INTO THE FAST) UNIT MUST polypropylene and it shall be All work must be done in accordance when influent flow is controlled (either EFFLUENT BE SECURED SO AS TO PREVENT DAMAGE FROM supported by the polyethylene insert, with local codes and regulations, by pump or other means) to the FAST PIPE PIPE VIBRATION. The media shall be fixed in position and Installation of the MicroFAST 0,5 shall system to help with highly variable flow 4� 6, SEE ALL NOTES ON MCF 0,5 L DRAWING, contain no moving or wearing parts and be done in accordance with the conditions, then multiple feeding events shall not corrode, The media shall be written instructions provided by the should be used to help assure even SETTLING TREATMENT designed and installed to ensure that manufacturer. No more than four foot flow, optimum performance, and reliability. ZONE ZONE sloughed solids immediately descend of fill may be placed over the FAST? IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE through the media to the bottom of lid. Operation manuals shall SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. be furnished which will the septic tank, , Dat 1— - include a description of IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE S BIO MicroFAST 0 5 F 4, BLOWER installation,system operation, and TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. ® maintenance �HOF�;AR MICROBI S The MicroFAST 0,5 unit shall come pprocedures, There shall Date 01-03-05 *� ELEVATION INCORPORATED Short equipped with a regenerative type be a separate manual for � ® �� M6ARYiD. 1-800-753-FAST(3278) g yp B 10 M I C R B I S INCORPO A ED MicroFAST(R)0. 5 m . -Wbm6b% I3 blower capable of delivering 11-25 CFM, the installer, service .•�+ by gMI The blower assembly shall include an provider, and owner, l ' `_,7 49 1-800-753-FAST 3278 .�5:- 7 ' inlet filter with metal filter element, tailored to each, .,, OIIOI�pO Am M nsc 0 YI°a dn/ "OIL. ANCHOR BOLTS NDS 6' GRATE SEE NOTE 2. BOLT LEG EXTENSION (6-034 ROUNDGRATE) TO ORIGINAL FOOT. W/7,1 SO IN OPEN SURFACE SEE NOTE 1. 0,5000 (5cM) AREA OR EQUIVALENT SEE 0.3125 2.3125 2.2500 ORIGINAL NOTE 4. ORIGINAL (3. M) (23.5cM) (22.9cM) ��o FOOT FOOT O O . SCHEDULE 40 \ O C18.4cM) PVC PIPE 3. 75' CUT 6'-0" DIA. FRAME & GRATE, LEBARON LF 248-2 ' (30 cm) C9.8cro) SECTION---� 3" LAYER OF PEASTONE ° BSC GROUP SECURED WITH 8' STAINLESS C2o.3cM> 657 Main Street, (RT. 28) Unit 6 e ° STEEL SCREWS TYP ANCHOR BOLTS W. Yarmouth Massachusetts SEE NOTE 2, 4.2500 2.2500 . • PLAN VIEW 2'-0"f 1" ; y �� 02673 (43.2cM) (22.9cm) IAM `\ XTEND M.H. TO FINISH GRADE s, � PROVIDED 12' \ SEWER BRICK & MORTAR 508 778 8919 OBSERVATION LEG EXTENSION LEG EXTENSION \� 8" MIN. \ FILTER FABRIC (1' OVERLAP) PORT SEE NOTE 3, MODIFIED LEG EXTENSION— WITH / PROJECT TITLE: 4' PVC PIPE \ " DESIGN FOR 6' (15.2cM) 12 HDPE \ 0 0 O O TEVI = 14.0 0.3125J VENTS NOTES. SECURE ORIGINAL 7' X 7' FOOT TO LEG EXTENSION SHOREY LCB-1000-H-20 OR EQUIVALENT SEWAGE DISPOSAL (3.9-CM-7— W/FAST LID BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE \ O 0 0 0 TYP 5,6875 (57.8cm) EIGHT (8) SCREWS PER FOOT ARE SYSTEM LEG EXTENSION, " � O 0 "INCLUDED AND SHOULD BE USED ON EACH OF THE 8 -8 \ 0 0 4 -11 BLOWER HOUSING A FOUR (4) CORNER LEG EXTENSIONS. DIMENSIONS (SECTION A A) 2, ANCHOR THE LEG EXTENSIONS (4 CORNER LEGS 0 0 0 0 #20 ONLY) TO THE BASE OF THE TANK. PLACE BOLTS \ -0 2'-0 AT OPPOSITE CORNERS OF THE LEG EXTENSION 0 0 0 0 / SHOREY 6' DIA. SHIM, 2' SECTION RUE M I CH ELE N BASE, j 2'-0~ CU M M A[�U I D BLOWER W/ HOOD 3. TO ELONGATE FOOT PAST THE PROVIDED 12', CUT / O O O 0 75 (BY BIO-MICROBICS) THE 3.9' LEG EXTENSION IN THE CENTER INTO TWO / M ASSACH U SETTS SEPARATE PIECES, THEN CUT A SCH 40 PVC PIPE T❑ THE DESIRED LENGTH AND SLIP THE PIPE OVER 3/4" - 1 1/4" DIA. WASHED STONE THE TOP AND BOTTOM CUT SECTIONS OF THE LEG 13" MIN. / "MICRO—FAST 0.5" 14' EXTENSIONS, t (35.6cM) 4, ATTACH PIPES WITH STAINLESS STEEL SCREWS. UNSUITABLE METERIAL TO BE REMOVED '- BACKFILL WITH CLEAN SAND PREPARED FOR: cc Y 5. VENT TO BE HIGHER 0 AVOID INFILTRATION.BRATI❑NOVE INISH CAPGWITH 6R VENT CROSS— SECTION Ms. MARCI A ELLIOTT a. A A P.O. BOX 277 M GRATE W/AT LEAST 7.1 SO, IN. OF OPEN SURFACE N 7AREA, SECURE WITH STAINLESS STEEL SCREWS (SEE CUMMAQUID CONCRETE 6 MCF 0.5 L DWG). H - 20 PRECAST LEACHING CATCH BASIN BARNSTABLE g BASE N R MA 02637 RUN VENT TO DESIRED LOCATION AND COVER 5' OPENING WITH 3' VENT GRATE W/AT LEAST 7.1 SO. • (12.7cM) IN, OPEN SURFACE AREA, SECURE WITH STAINLESS DATE: DECEMBER 30, 2005 LL (10. cM) STEEL SCREWS, VENT MUST NOT ALLOW EXCESS COMP. DESIGN: K. HEALY MOISTURE BUILDUP OR BACK PRESSURE, 7 — CHECK: M. DIBB -I I I� -I I 1=1- II-I I I-I ( (—III BLOWER IN THE INTEREST OF TECHNOLOGICAL PROGRESS, ALL PRODUCTS ARE DRAWN: K. HEALY w SUBJECT TO DESIGN AND/OR MATERIAL CHANGE WITHOUT NOTICE. co ' ' ' ' �—III—� —1 1 —1 1 1— H❑USING — — FIELD: D. GAZZOLO / J. McCARTIN co DIMENSIONS B10 ELECTRICAL CONDUIT ® FILE NO. 8828SEP-5A.DWG MICROBIC BLOWER S Micro�AST® O15 X D 00 co 2' MIN. AIR PIPING CONTROL SYSTEM) 1-800-753-FAST<3278) ZDW NO. 5626-04 o , JOB NO. 4-8828.00 SHEET OF 2 a a SOIL TEST PIT DATA . (H-10) 6A LEACHING FIELD DETAIL 1 ,500 GALLON SEPTIC TANK > m -4 0 NOT TO SCALE VENT W/BIRD NOT TO SCALE '< LOCUS SCREEN 0 Z P-11003 P-11003 P-11074 P-11074 P-10991 4" PERFORATED PVC Z _ o 0 TEST PIT S TEST PIT - TEST PIT 1 B TEST PIT - TEST PIT 3 W/SCREW CAP ro EXTEND DOWN NQIE RAISE AT LEAST ONE EXISTING COVER Z r -n "< N TO NATURAL SUBGRADE 177 to -< GRD. EL 50.9 GRD. EL 49.8 GRD. EL 49.8 GRD. EL. 50.5 GRD. EL. 51.9 MIN. 2X SLOPE 1. SEPTIC TANK SHALL BE STEEL REINFORCED CONCRETE. To WITHIN s" OF FINISHED GRADE y D OVER LEACHING FIELD 3' MIN. 2. SEPTIC TANK SHALL BE CAPABLE OF WITHSTANDING H-10 THE RISER SHALL BE I W HDPE PIPE EST. H. GW �•9 EST. HIGH GW. 45.3 EST. HIGH GW. 43.8 EST. HIGH GW. NO GW EST. HIGH GW. N0 GW z � PERFORATIONS SHALL BE LOADING.* p DATE: 3/8--5/8- DIA. 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION " CONC. COVER A A A A AND ORIENTED MIDWAY SHALL BE WATERTIGHT. SANDY LOAM MAY 9 2005 12 MIN. COVER s _ LOAMY SAND 10YR 3 2 LOAMY S ND LOAMY S ND. LOAMY S ND BTWN CENTERLINE AND I I 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCATED BAY COLONY RR m 10YR 3 3 42" 20" 10YR 3 3 10" 1 OYR 3 4 10YR 3 3 TEST BY: INVERT OF PIPE �;; ,;;:, .:•• :Nj: �TH�INR•12" OF TANK.WALL AND ACCESSIBLE FROM TANK B SANDY LOAM B B B BSC GROUP, INC. 5. FILL ALL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. LOAMY 4,6 D 10YR 6/6 L�UYR 4,6 D LOAOYMRY 4,6 D L_OOYR 6,6 D WITNESSED BY: r " 42" / " / " DON DESMARAIS, R.S. 4" PERFORATED CONNECT ENDS 4 6 60 EL = 46.3 36 36 48 SCH. 40 PVC PIPE OF LATERALS : . a " " PERC. RATE: (TYP.) AND VENT " EL = 45.9 EL = 46.8 EL = 47.5 EL = 47.9 10'-6" WEEPING _ 54 - Cl C1 -MIN./INCH LEVEL BOTTOM 23 - LOCUS MAP REDOX. - 72 REDOX. 72 10-o .. _ Cl C Cl S. CLAY RY6�33 M S.101 RY7 Q3 M SOIL EVALUATOR 10* - NOT TO SCALE ' MEDIUM SAND S. CLAY L AM S. CLAY LOAM / / PROFILE (- 3" ` 10YR 7/3 10YR 6p3 MARK DIBB, P.E. 4' MIN. 93" EL = 44.8 60" 192" 210" 162" SOIL CLASS: 2" MIN. OF 1/8" TO 1/2" LIQUID EL = 43.1 EL 33.8 EL = 33.0 EL 38.4 1 3/4" To ,-1/2" DOUBLE WASHED STONE OR _ 4'-6` LOCATE DEPTH C2 DOUBLE WASHED STONE GEOTEXTILE 5'_8• - - INLET TEE OUTLET TEE o �NOF S. CLAY LOAM CONTAINING NO FINES " - - - UNDER COVER W/GAS BAFFLE ti 1OYR 6 3 CZ C2 C2 L.T.A.R. 4 MIN. LOAM AND SEED I 30 3 BRIAN G. G 108" MED. SAND MED. SAND MED. SAND 0.74 G.P.D./SQ.FT. : , YERGATIu►N EL • 1OYR 7/3 1OYR 7/3 10YR 7/3 CIVIL 4' .0 9 NO.46206 C EL 29.8 40 EL = 29.0 258" EL - 33.4 222" ._ �• ':'� �:• PLAN VIEW �6" MINIMUM s`ONAt 6» t' 3/4 TO 1-1/2 CROSS-SECTION VIEW ,..,.< DATE: DATE: DATE: DATE: - CRUSHED STONE MAY 11, 2005 MAY 11, 2005 AUG. 11, 2005 AUG. 11, 2005 , 2, 4, 4, 5, TEST BY: TEST BY: TEST BY: TEST BY: VARIANCES REQUESTED 5 BOTTOM of 7/21/17 BSC GROUP. INC. BSC GROUP, INC. BSC GROUP, INC. BSC GROUP, INC. LEACHING FIELD CROSS-SECTION GENERAL NOTES WITNESSED BY: WITNESSED BY: WITNESSED BY: WITNESSED BY: B G. YERGATIAN DATE MASSACHUSETTS TITLE s PROFESSIONAL ENGINEER DON DESMARAIS R.S. DON DESMARAIS R.S. DAVID STANTON, R.S. DAVID STANTON. R.S. NONE 1. THIS PLAN IS INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE SEWAGE �/ DISPOSAL FACILITIES, DWELLING AND ASSOCIATED SITE WORK. PERC. RATE: PERC. RATE: PERC. RATE: PERC. RATE: S 1 STEM PROFILE NA_-MIN./INCH NA MIN./INCH 2 MIN./INCH 2 MIN./INCH TOWN of BARNSTABLE NOT TO SCALE SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR SOIL EVALUATOR ARTICLE Vln, §360-18(A): VARIANCE REQUESTED TO ALLOW INSTALLATION OF EL=A 2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310 CbAR 15.000 AND 4` SCH. 40 -PVC - FIRST PIPE LENGTH BARNSTABLE BOARD- OF HEALTH REGULATIONS. A LEACHING FACILITY IN AN AREA WITH 2.83 FT. OF PERVIOUS SOIL ABOVE TOP FOUNDATION L=59 FT. MARK DIBB. P.E. MARK DIBB, P.E. MARK DIBB, P.E. MARK DIBB, P.E. TO BE SET LEVEL THE SEASONAL HIGH GROUNDWATER PERCHED ELEVATION IN LIEU OF 4 FT, S=0.0147 FOR MIN. 2' SEPTIC SYSTEM (PERCHED) 4` SCH. 40 PVC 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE SOIL CLASS: SOIL CLASS: SOIL CLASS: SOIL CLASS: AS REQUIRED. L=14 FT. FINISH GRADE PROPOSED LEACHING FACILITY. NA NA 1 1 S=0.025 4` SCH. 40 PVC 52.,-52.4 DESIGN 4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE L.T.A.R. L.T.A.R. L.T.A.R. L.T.A.R. NA G.P.D./SQ.FT. NA G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. 4 MATERIALS. A,2rvv,�- I=Ll / _ - •;?:K•,;::�.:. ^:•.;',•:; •;,; I=H 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT of HIGH GROUNDWATER COMPUTATION INDICATES TOWN OF BARNSTABLE REGULATIONS i-G EXCAVATION WITH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND BASED ON TP 2A ESTIMATED 1=E 1=F #O RUE MICHELE INDICATES REQUIRE SOIL EVALUATOR TO INSPECT LEACHING DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS of DIFFERENT CLASSES of SOIL = SEASONAL HIGH PERC. •k FIELD WEEPING O 5,C 45.3 • DISTRIBUTION 5.2 SEPARATION SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 GROUND WATER TEST BOTTOM OF EXCAVATION PRIOR TO ANY SEPTIC -TANK BOX INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A GROUNDWATER ADJUSTMENT NOT REQUIRED PER M4.1E: IN SECTION 360-18(B) OF THE TOWN OF BARNSTABLE INDICATES INSTALLATION AND ALSO PRIOR TO FINAL K REPRESENTATIVE SAMPLE OF FILL UP TO 45X BY WEIGHT MAY BE RETAINED ON THE BOARD OF HEALTH REGULATIONS. GROUNDWATER OBSERVED. INDICATES BACKFILLING. MAGNETIC REFLECTIVE TAPE SHALL BE PROVIDED SEASONAL HIGH GROUNDWATER #4 Gam• �� ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF BARNSTABLE ! OBSERVED DURING THE WETTEST SEASON OF THE _ GROUND WATER UNSUITABLE IN THE TRENCH OVER ALL PVC PIPING THE FOLLOWING SPECIFICATIONS- YEAR MATERIAL MASSACHUSET'I'S_ 10OX'MUST PASS #4 SIEVE 1OX MUST PASS #50 SIEVE _ (BARNSTABLE COUN y� •'s^ �� '" r 0-20X MUST PASS 00 SIEVE 1 T, •�`^.-,r-,•- �"`� _---- __..�^=`��ETT� :.-.�- .�- a 0-5X MUST PASS #200 SIEVE DISTRIBUTION BOX ( H-20J � - .00, Z NOT TO SCALE - r -- E L - �- ��4.q.4'S0"MI 2� -SET 6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER DOES / C NOT GUARANTEE.THEIR ACCURACY OR THAT ALL SUBSURFACE STRUCTURES ARE SHOWIN.REMQVABLE ,�- �� `_ ..�.._ - (�E Ml,„v,oE) �.� _ ,�- �. _ _ ---- . _.- • ''"� SITE PLAN c� COVER W ' ` (40 - , ..QS • / CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS OF UTILITIES 6 MAX. -��--`_ `- I a ''�'' WF-1 VYET� AND STRUCTURES, BENCHMARK: -- WITHIN THE LIMIT OF WORK PRIOR TO THE START OF CONSTRUCTION. IF m PK NAIL SET ; - -- r ' WF-? ANY DISCREPANCIES ARE DISCOVERED OR FIELD.CHANGES REQUIRED, THE CONTRACTOR f EL 48.76 �--' SHALL NOTIFY THE ENGINEER IMMEDIATELY. CONC. RISER -- o q CL T - - C0 I �- WF 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE PROPOSED ULY 5, 2017 _ CONSTRUCTION ACTIVITIES WITH DIG-SAFE AND THE APPLICABLE UTIUTY COMPANIES, AND °$ 4" WALLS 5 24 "1 "� 0 yL \� N " - --' �� V \ SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS � �� �" ---- I � ( � IN SERVICE. � �1' 4" SCH. 40 PERF. I ti V j ` •� C- •�- o • Sy4 h�50 W M , PVC LATER- �•) PROPOSED STONE , 8. CONTRACTOR IS REQUIRED TO NOTIFY DIG-SAFE, PER MASS. STATUTE CHAPTER 82, SECTION 11 " SURVEY MARKER. i _ 24" K OCICOUTSEX. W TO 1• ` 40 AT (888) 344 7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF CONSTRUCTION. 0 0 BE ABAN ED / TYP. / �(3 REQ.) GRAt�E p W�. ` , 13 TP_y ` yp .- .. 9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION OR • '• ' ' y B ` .-- '" USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR 15.240(4). -' _ldaBOTTOM ON LEVEL st1 DIST. \ '" '�- 10. THE WATERLINE SHALL BE SLEEVED OR RELOCATED PRIOR TO CONSTRUCTION OF THE a STABLE BASE 6" MINIMUM pU�N VIEW �'• \ BOX �" �.- RESERVE AREA (IF NEEDED). N0. DATE DESK. 3/4" TO 1-1/2" 1 7/21/17 RESERVE AREA CRUSHED STONE PROPOSED '�•S \ £ 4°' GON�RETE BLOCK - - Y SECTION VIEW RESERVE �3p• S ` FOUNDA`11Q°1 101t S.F. �.__. _.._ .__ - __ f 1 MAIN J AREA 2 S �. 1�6 N STREET UNCOUV E. WHITE JR. .• ASSESSORS M SCHEDULE OF ELEVATIONS. = dQIEB: LIMIT OF �.:. ,',� - TP-3 5 FT. OVERDIG S� y AP 335 ` y� PARCEL 28 1. PROVIDE INLET TEE OR BAFFLE WHERE SLOPE OF PIPE.EXCEEDS \:... a DOWN TO TOP OF `'�' _ 0.08 FT./FT OR IN PUMPED SYSTEM. C2 HORIZON .•.•. . X.�`2.4.� - ' -" ``` ''�- •_._ .. -j TP-28 _ s TOP OF FOUNDATION 2. FIRST TWO FEET OF PIPE OUT OF DIST. BOX TO BE LAID LEVEL. y �!.' > -., --- -- - ar 56.00 a M 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE �j►, �` • i0, 4" INVERT AT BUILDING 52.87 B WATERTIGHT. cry k PROPOSED T _^ _ FFEF, r Sc� 4' INVERT AT SEPTIC TANK (IN) �2 . C 4. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. w DRMVAY O `� " 5. CONCRETE FINISHED COVER SHALL BE RAISED TO WITHIN 6 INCHES OF m PROPOSED �� i� �'' - _ / 4" INVERT AT SEPTIC TANK (OUT) 52-27 D EDGE OF 23'X20' DRYWELL ��• .�� - -- -- �.� 4 INVERT AT DIST. BOX (IN) 51.40 E .0 LEACHING FIELD cn _ -- �) �, N� 4" INVERT AT DIST. BOX (OUT) 51.23 F 1 c�14 Wv PROPOSED - ELEVATIONS AT LEACHING FACILITY: AREARESERVE \s PROPOSED SED '�'�_... -�. .,,_ �•.. �r � 95 - - .. WATTLES 4 INV. AT START OF LATERALS 51.12 G' LOCUS INFORMATION �- �.: / p P r 53-- � `�. `' e � Q, 8 Z " (BREAKOUT 51.7) wk 4 INVERT AT END OF LATERALS S s' .,� --_ - PREPARED FOR: ar BOTTOM of LEACHING FIELD TOM MORAN a CURRENT OWNER: JHJ REALTY TRUST PERCHED GROUNDWATER 45.30 K E. JAXTIMER, TRUSTEE �4rr Q , e 2145 CAPTAINS WALK �< � p TITLE REFERENCE: DEED BOOK 22401 PAGE 178 ^ - VERO BEACH, FL 32963-2822 hY t 4 e 2 fi J y. ...�- ~ PLAN REFERENCE: PLAN BOOK 613 PAGE 59rL��� �• ' D ES I (5oa) 326-1980 i,;f ,t -� i v'' t/a.t`r xy r ,t'a t" `' _r - • L • • .- TI 0 N S - �ROPOsD r �h G at y r ._ OT IAA _ G N CALC U LA ASSESSORS MAP: 335 PROPosED " = EDRtCliu w►N Y ,� _ N �• PARCEL: 073 1,500 GALLON e �hI ,�° k ;. ERNEST J. JAXTIMER TR. DESIGN FLOW SEPTIC TANK ' ;" 1n� 73�, a � .. ,,. - _ _. ASSESSORS MAP 335 OS ZONING DISTRICT: RF-2 Tfl ` " �' � - - `- - - - -' 3 BEDROOMS O 110 GPD BEDROOM = ^� yf PARCEL 73 / 330 GPD BSC c00 SETBACKS: FRONT 30' � � 4 .rt . - `` ..,,,*. -- N 73 MA REQUIRED SEPTIC TANK 50 57s78t S.F. SIDE 15' > s3 / ROp• DECK 5 ��� ,�-- •..� ---.. 53.969t S.F. UPLAND �HELEN � 60 GALLONS 349 Route 28, Unit, D REAR 15' - f_ --- --- _�, 3,709t S.F. WETLAND ASSESSOR USE 1,500 GALLON Hs 0 SEPTIC TANK W. Yarmouth, Massachusetts MINIMUM LOT SIZE: 43,560 S.F. 51 f�� F- ---- --- __-_ T _�_ _ __ ___ PARK U2673 12 Z / SIZE OF REQUIRED LEACHING FACILITY �I LOT AREA: 57,678t S.F. ,� ^.._. -- _ -_-----....,. 508 778 8919 DESIGN PERC. RATE: <2 MIN/INCH •��-, NITROGEN SENSITIVE s 49 `' LONG TERM APPL RATE. 0.74 GPD/SF ZONE: NOT A ZONE II r. RING - - - - - © 2017 BSC Group, Inc. o NEIGHBORHOOD WELLS LOT #4A PROPOSED CLEARING 330 GPD + 0.74 GPD/SF = 446 SF SIZE OF LEACHING FACILITY PROVIDED _ SCALE: 1" = 20' N FEMA FLOOD N/F SCOTT SCHOOLEY '' / N21.25'10`E 130.009 USE A 20' x 23' SQ. Fr. LEACHING FIELD ZONE DISTRICT: "X", 7/16/14, 25001 CO559 J & 0 10 20 40 Fr a GIULIANA MUSILU 0 N/F N21'25'10"E 111.17 OVERLAY DISTRICT. OLD KINGS HIGHWAY ASSESSORS MAP 335 -' 4083 MAIN STREET BOTTOM/EFFECTIVE LEACHING AREA = 460 S.F. o PARCEL 71 ,7.37 » BEVERLY BURTON FILE:...Projects-YAR\4882804\C\D\4882804-SP.dwg _ ASSESSORS MAP 336 460 S.F. X 0.74 GPD/S.F. = 340 GPD (INSTALLED CAPACITY) DWG. NO: 5626-08 � N19'35 40 E 340 GPD > 330 GPD (.10 GPD RESERVE CAPACITY PROVIDED) SHEET 1 OF 1 N/F PARCEL 53 JOB. N0: 4-8828.04 FINE . LINE ARCHITECTURAL DESIGN PW84&1268 � www MIRBAYFIDID 97'-2 1/2" 0msmi&MA02855 24'-3" 11'-11 1/2" bl'-0" MOTES: 8'-0" 13'-5" 12'-5" 14'-5" 9'-9" B C D E i I 1 y 18'-0" I 1 i i 1 I I I I I I ... . .............. _..._..... M_ DECK 71 I N _ \ � __ C4 m m 1 m i .. .... � : _ . .1 v x i N N x Q EXTERIOR Q t .� m SHOWER . 1 �i 1 o cv i _..._. ...--5 EP .,...._m_ ::...._. In BENCH 0 r 7TO VE UX 1 — J I� N O tt LAtJNDIZY� BULK HEAD R: I Os mcoo 13/4" I w � �DINING �O - U (1'-2 114" I�CHEN 10'-8" `9 19'-1 3/4" ' HARD WOODoko o w II o I 1 MASTER � `r B f it CATHEDRAL CEILING I V2 BATH � HARD WOOD ' , 1 PTD 5953 it IID o W 1 f 59 3/4"x53 3/4" Oil FAMILY I I irr HARD WOOD p I .2 S N FZ; O li N I PTD 2953 0 0 i 1 0 2k F 29 3/4"x53 3/4" N o WIOX45 ST BM ABOVE FLUSH co — COLUMN 2 rl,. - 4x4x.25 TSJcl HALF i WALL I 1 z 1 I 3 6 10'-9 3/4 FIRE LIVING _ TE _ I I"63TER ABOVE , HARD W001jo OABO T BATH l of _.._. ..:_r_.v TILE x m ..,.: .....:....».............:::...:.....w.,.,,..:....,,........:....,............:„,:...,..:......:.,.... .,......,...... .., ..,....:.. ..,.......,, PORCH '..s 3Q 20'-0 I = I o / (7 f�� STEP I v 4 � fi- F N ELT I�p� 7� • GEr M DAM +you QAIE 16StJE to m m I m m UN17 0061R1CIION>I1=T ' co I m 1 a 1 � 2 N X X 0. r Q. er Q PORTICO Q er Q er MASONRY 0-1 m m m m 1 T I FE11EM v� a I ( I : a1E oesa�nall i 1 1 o, a o I ) I 6 FILM Ob °a 'L' Z q'° PRDJECT# 1613 FAT#SOF10 9'-0" 4'-8" (01-3" b'-4" b'-q, 4'-6" 9'-3" 17'-0" 24'-0" 20'-0" 39'-2 1/2" 44'—0" WO�.�'aFT. LMNG SPACE FIRST FLOOR PLAN .�GAt. :W?=T-Or DM VW 271 FINE LINE ARCHITECTURAL DESIGN PM842D-1286 www 061B�Yt1�MA0�66 NM: r bl'-0" 17'-0" 5'--0" 5'-5 3/4" 14'-4" 11'-5" 7'-9" N m m m N m LDx chi m 0 \ A m m to umi �E w_. _ _: .. .� ..... ___. / 0 'L I 2Q _ .. BATH # ;: m TILE. _ 1 z , L __... ..m : _w.__.,..._ _ _,,, _ ,,.. o W v 1 y) t = x ` W. co A 2ui , BEDROOM Ks BMX?OOM #2 _. HA► WOO O q i ,� i WARD WOOD �., RD D t1 11'-10 1/2" 2'-b" 1 -10 1 2" 7'-7" 5'-0" 0. 53 OPEN TO - - - - - - - \ - PTD 1 0 l iy S L S i l 4 ' - O BELOW "" 1 29 3/4"x 3 3/4" N - 2 HARD WOOD O O O \ - - - 0 - - , Q \ FAMILY OPEN HALL CASEP JOPENIN t ENTERTAINMENT i L II r , _ ._ _. 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"............__...,......... .,......, ..,_..rr, e �„ .'$:,, t'f6, ' § � ..i•�..a ..a, ,r&t5t.,.., s'-i �` � .i i,�, 1,4�,1=Lo4 ,, ��, I ;` `€ ff) € cy DOE 1l1lII OOP811111CIION SET x „L`. ,n I i R L L�y g, FEAM -loll 8�-6" 11'-S° # DAIE D�IION a� y V 241-011 20'-0" Jr L 715 SQ.FT. i �► SECOND FLOOR PLAN 47 < "s� � \a L PLAN PRO►H,T# 1818 SHEET#4OF10 Mlle imll