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HomeMy WebLinkAbout0040 NYES POINT WAY - Health 40 NYES POINT RD., CENTERVILLE Centerville A e 233 013 fFJ� o i UPC 12534 .,* No.7� 153LOR HASTINGS. HN 72, /0, wv ovjw t 5 e"ll) 1 ()C\ o vv� Bk 30780 Rs350 ®r*82819: 09-222-2017 & 11 = 45ct DEEP RESTRICTIONS 'WHEREAS, Paul D.NaricPro, is owner of the property of 40 Nyes Point Way, Centerville, MA cis -:recorded ire r Deed Book',291 10 Page 66 having a mailing address of PG Box 1274, Centerville, W, Barnstable CountyVassachusetts 02632 WHEREAS, Paul D. Vancura has agreed with fheJown of Barnstable; Board of Health to restrictions as to the number 0 be drooms which can be included'in the home located on said lot and use.of, - property aslo pre-conclition to obtaining varionce�in connection with installation of a.Tight Tank ir rio r1fol Code,Title V, disposal,permit in compliance with 310�CMR,1.5.00 State,Env nme Requirements, for r the subsurface Disposal of Sanitary Sewc�qe; WHEREAS, the.Uwn of Barnstable Board of Health, as a pre-co.Indition to,,gralritinIq a disposal Works ConStrUctir on.permiffor a septic syst I em in comp liance with 310 CMR 15.200, State Environmental ..Code, Title V, Miinluh�vmr(Tight Tank system), and authorizing the issuance of Variances for Tight Tank insto I llatio' n,issued on August 29, 2017, is requiring that the agreement for the below restrictions on the number,of bedrooms and use of the house on the, lot'be put on record with the Barnstable County Registry of-Deeds byr recording this document. NOW,THERFORE, Paul D. Vonoro owner of 40 Nyes Point Way,'Centervil[e, MA does hereby place the following restrictions on the above-referenced,land in accordance with the agreement with the' town of Barnstable Board of Health, which restrictions shall run with the land and be binding upon all successors in title: 40 Nyes Point Way, Centerville, MA is subject to the following restrictions,., 1, Na more:than:two (2) bedrooms maximum are oUrthori zed'at this property,. Dens,study rooms, offices, dtfics, sleeping lofts, and similar-typ e rooms are considered %ed rooms"'accord ing to the MA department of Environmentol'Protedion, Z The ttg' ht,tdn engineered plans. shall a 1.1 be i nsta I led i n strict accordance a n ce with the I The'designing engineer shall supervise,,fhe construction of the onsite sewage disposal system qhd sholUcerfifyrin writing to the board of Health that the system was installed in substantial compliance. th'the submitted with i I plans; 4 The:dwelling is restricted to seasonal use-, The,dwelling shall be occupied for less thon.six months, each year. The tight tank shall be pumped at I east once per year. Tfit on'Site. r private well sholl. be tested for potability for the common parameters: total coliform,, .p'hr sodium, and iron. It is recommended.the well water should be tested annuall nitrate, Y. f" Bk 30780 Pg351 #48289 These.restrictions shall con roue in full force,and effect until such time as the Premises shall connect to Town.sewer, at,which time the restrictions shall become null and void. For title of 40 N.yes Poinf Way see Deed recorded with the Barnstable County Registry of'peeds.in Book 291.10 Page 66. EXECUTED as a sealed instrument this ; -19 day of September 2017. Pdul D.Vancu�ra THE COMMONWEALTH OF MASSACI USETTS,.BARNSTABLE SS .:September , 2017 .Then personally appeared before mi:;the undersigned Notary Public, !Paul D. Vancura, owner,:aforesaid proved to rne.thraugh satisfoct6ry evidenrP of identification.which was Florida Drivers' license, to be'the person whose name is signed on the preceding document, and acknowledged to me that he signed it:-voluntarily for its stated purpose as his free act and deed. Notary ublic Printed Name t 4- tAh11U`G .tC�U My commission ekpires: DARCY OUNN4RICCfl Mfl RWQ0.a00MOflN88111Y 41;MYIeISdNISfIAi lArr Gairimf�si0n E�es�efMumyl1,20� OARWASLd REGISTRY OF DEEDS .100 Meade, Register r 32 > No. t/) Fee / THE COMM OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISIO OF BARNSTABLE, MASSACHUSETTS Yes 21pplitation for D pstem �tConstCULtion Permit Application for a Permit to Construct( ) Repair( C ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 4o t NeS Pa i Owner's Name,Address,and Tel.No. d R wces' P Assessor's Map/Parcel -I 33Z13, t 0(" vA�C� �`�� Installer's Name,Address,and Tel.No. Sa S"01`F'�s7'1 Designer's Name ddress an_ Tel o. �� ��'454� t�� �-�r�� r s c t�2Ct s t�-t 9 39 AiA-IXJ 577 YAJKAcO✓T,+P0a5- Type of Building: Dwelling No.of Bedrooms C91 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) :rV9TAA-V H —10 3 SOO Qyk— '�' Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signe Date Application Approved by Date AZ Application Disapproved by Date for the following reasons Permit No. Date Issued fit' A 3 Fee eo t" ,THE COMM OF MASSACHUSETTS Entered in computer: " PUBLIC HEALTH DIVISIO F BARNSTABLE, MASSACHUSETTS Yes RptiLatton for M pstem Construction Permit Rk Application ibi a Permit to Construct,( ) Repair(, ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. x 40 S �oi Owner's Name,Address,and Tel.No. Assessor's Map/Parcel &2 P 0 N:)Y- MA Installer's Name,Address,and Tel.No. 50 S-4`11-8%r't-T Designer's Name Address and Tel No. S OW -'Sex—4514 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures n t Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date - Title ..W Size of Septic Tank Type of S.A.S. Description of Soil t Nature of Repairs or Alterations(Answer when applicable) LL- 10 eLf(rC: --r t Et;+T Tipl)K 1D rp- L-AQ Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of' Compliance has been issued by this Board of Health. Signed _ Date l;�"�.t "�;�•__ Application Approved by _ _ Date Application Disapproved by Date for the following reasons Permit No. / J Date Issued y THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by (204®f=UJ I DIF E"T6_RP/L(sa�; at 40 NY ES P010T WAY (L' 1 V I C,4,i5 has been constructed in accordance x with the provisions of Title 5 and the for Disposal System Construction Permit N.7 dated Installer CAP E K9 l D E ICJ Z-WAJ,�-GS Designer 7()p W N (2k IpF EX,.) lIAJ > Cr #bedrooms P, Approved design flowf gpd /� The issuance of this permit shall not be construed as a guarantee that the�system will fimction as designed. Date M / Inspector ----- - -------------------------------- --------------------------------------------------------------------------------- --------- . Na. Fee /0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal .pstem Construction permit Permission is hereby granted to`Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at 140 (V 1 EC ,Po(""r"' WAN and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be complete within three years of the date of this permit. Date r ���" /� / Approved by�,_ _ r / ? D ?7 WE Regulatory Services Town of Barnstable s Thomas P.Geiler,Director Public Health Division wpFQ qr,' Thomas McKean,Director 200 Fain Street,Hyannis,MA 02601 j Office: 508-862-4644 Fax: 508-790-6304 i Installer&Designer Certification Form - - Date:_ Sewage.Permit#. _ r37. /_Assessor's MapkParcel_Z3j /•3_ Designer: o W r% f- E (Wr) Installer: �F-� . Address: I v I�,r r.,- i Address: .•'�y L�a���s,�H � On was issued a permit to install a (date) (installer) septic system at 7 n Y ( ed V 0 k I& Woy based on a design drawn by (address) �)G�e,1 dated y'e y Q�^A a9,do l 7 (de gner) I/ I certify that the septic system referenced above was installed substantially according to the design, which may include.minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. • greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. �qcc DANIELA, Gn i/d,;// o . OJALA tall ignature) CIVIL No.46502 (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABL]E PUBLIC HEALTH IDDISION CERTIFICATE OF CONRLIA NCE WILL NOT BE ISSUED UNTIL BOTH TI•IIS FORM AND AS-BUILT CARD ARE RECEDED BY THE BARNSTABLE PUBLIC HEALTH DIVISION THANK YOU. Q Pc/Desi Health/Se ti er Certification Form 3-26-04.doc � TOWN OF BARNSTABLE / LOCATION YO Alys SEWAGE# -3 VILLAGE ;� rill_ ASSESSOR'S MAP&PARCEL 64FAJ'j/A:Z33L_a3 INSTALLER'S NAME&PHONE NO. Zvb&.,v' & CL, 6P. � (1 '9: 2-Gg-30 SEPTIC TANK CAPACITY 35�7 7—tai0- lo...� LEACHING FACILITY:(type) 41Drle- (size) NO.OF BEDROOMS OWNER PERMIT DATE: �(��'�y COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY p lb O 3s00 `�� Al ; 19�6 of w^tk Bt- / " C3 TOWN OF BARNSTABLE L6CATION `�U lU4 eJ Q c 4 12d SEWAGE # VILLAGE C, (/( C C� ASSESSOR'S MAP& LOT a 3 3- D/ INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type)�U (size) NO:OF BEDROOMS BUILDER OR OWNER PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by r � bed���" �i� �, � / �� jj�AA/I11i f; I: ' � , �' \� • � 1 Town of Barnstable Barnstable Board of Health aA �e A_q&M 200 Main Street,Hyannis MA 02601 MASS �f0 MP't A 2007 Office: 508-862-4644 Paul J.Canniff,D.M.D. FAX: 508-790-6304 Junichi Sawayanagi Donald A.Guadagnoli,M.D. August 29, 2017 Mr. Daniel A. Ojala, P.E., P.L.S. Down Cape Engineering 939 Main Street, Route 6A Yarmouth Port, MA 02675 RE 40 Nye's'.Polnt'Way, Centerullle''MA/Tight:Tank Approval A „233 013 Dear Mr. Ojala, You are granted variances on behalf of your client, Craig Vancura, to install a tight tank at 40 Nye's Point Way, Centerville, Massachusetts. The variances are granted with the following conditions: 1. The existing septic system shall be abandoned properly. A disposal works construction permit must be obtained prior to disconnection and filling and/or of the existing system. 2. No more than two bedrooms are authorized at this property. 3. The dwelling is restricted to seasonal use only. The dwelling shall not be occupied for more than six months each calendar year. 4. A two (2) bedroom deed restriction and seasonal use restriction must be properly recorded at the Barnstable County Registry of Deed and a proper copy must be submitted to the Town of Barnstable Public Health Division. 5. The tank shall be pumped once each year. In addition, it shall be pumped whenever the alarm sounds. A tight tank is permissible at this location because the physical constraints at the site severely restrict the location of the septic system due to its very close proximity to a watercourse and to high groundwater. In ereIy, AR k�� Im\ .auI an i , D . "`:::JJJ. Q:WP\Ojala Vancuara 40 Nye's Point Way Tight Tank Approval 2017.docx r - l y � IA S OFTHE Tp� �" ` 1.' 1�2�iti"' �— DATE: Py 1•0 .. FEE ± BARNSTABLE, 9MASS. �+ 6,s . �0� REC.BY• ° gyp Town of Barnstable - -ASCHED.DATE: 0'El rn Board of Health r7l wh 200 Maiin Street, Hyannis MA 02601 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 VARIANCE REQUEST FORM LOCATION , Property Address: ��E S 001 t_ I �cc�r,_, ►�-�'r !L 1�-c t� Assessor's Map and Parcel Number: 2?i3 Z 01 Size of Lot: Wetlands Within 300 Ft. Yes X Business Name: No Subdivision Name: APPLICANT'S NAME: � � c'-L.4A Phone Did the owner of the property authorize you to represent him or her? Yes _�� No PROPERTY OWNER'S NAME CONTACT PERSON. Name: �a.e �� C�-k 2/o'- Name: Can ����CIF IL-A, Address: ��-�o-4 12-_1 4- Address: G�� �'t-''i Phone: Phone: EMAIL: ✓�"iLc vGv t 2vy� . — VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) t% �►'� s Lac ��- NATURE OF WORK: House Addition LJ House Renovation LJ Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 5 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. a 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) 1V!//4 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]) 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 ` f � a tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, inc land court civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. surveys Ame H.Ojala,P.E.,P.L.S. July 25, 2017 Daniel E.Gonsalves,E.I.T.,S.E. structural design Craig J.Ferrari,E.I.T.,S.E. Barnstable Board of Health 200 Main Street site planning Hyannis, MA 02601 sewage system Re: #40 Nyes Point Way,Centerville designs Dear Board Members: inspections Enclosed is a variance filing request for the above-referenced site. On behalf of our client, we are requesting a variance under Town of Barnstable Health Regulations Chapter 360-1: Reduction in setback, septic (tight)tank to the wetland (100'to 30.6') and under 15.405 permits Maximum Feasible Compliance 1(a): reduction in setback,tight tank to property line (10'to 6' and 1(b): reduction in setback,tight tank to foundation (10'to 5'). We are seeking approval for the use of a tight tank in this unique situation. The site consists of a 0.23 acre lot, improved with a 2 bedroom seasonal cottage and dirt driveway. The area is bordered to the west by a wetland and to the east by a Bordering Vegetated Wetland associated with Bearse Pond. No construction work is proposed. The project involves the upgrading of cesspool septic system, which by virtue of it being a single cesspool (actually located on the abutting vacant lot) is considered a failed system by the Health Department. Due to the seasonal nature of the cottage,the fact that the abutters (and locus) are on private wells, and that there is no place on the site where a normal Title 5 septic system can be realistically sited due to the proximity to wetlands and private wells,we are proposing a 3500 gallon tight tank. By proposing a tight tank,the cottage will be restricted as to its use to no more than 6 months of the year. A deed restriction will be placed on the property indicating the presence of the tight tank and its associated restrictions. A"Request for Determination" was filed with the Conservation Commission, scheduled to be heard the evening of July 25th. It is expected to be approved. Due to the extreme site restrictions (2 wetlands and a private well in close proximity) as well as the seasonal nature of the cottage,the proposed tight tank was the logical choice for this situation. In accordance with CMR 15.260,this tight tank system would be abandoned and the dwelling connected to town sewer once sewer is installed in the area. Very truly yours, Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. �L r �— 27', 5'--+ 22'1— [-5'3 117 5'3 C C —7 CHEST QUEEN BED BUNK BED 1 BEDROOM zzil u AMOIIRIE B /BEDROOM U AMOIRE \ QUEEN BED ot G G A F.NG D—w.H BATH LIVING AREAS cLo v A E 2„DIA REFRIG - - - I --7I� KITCHEN / — E WOODSTO -� P VE F � I UP REVISED 3I17/98AMOIRFSIZE L7'4 REVISED 9IM7-KITCHEN WALL,ELECTRICAL I 2T1 REVISED B2W7-deck delete REVISED BM97-ELEC OUTLETS LIVING AREA INSULATION-WALLS=312' REVISED 04AG9.7-deck -CEILING=12' REVISED 03/0397-Idtchw 795 sq It VANCU RA COTTgGE ISSUED 01/24/97 DWVANCURA 40 NYES POINT WAY BEARSES POND ' - CENTERVILLE, MA. i 5 . i 1 Barnstable Conservation Commission & Barnstable Board of Health 200 Main Street Barnstable, MA 02601 Dear Sir/Madam Please accept this letter as my authorization to permit Down Cape Engineering, Inc. to be my representative at all public meetings involving the septic upgrade at 40 Nyes Point Way, Centerville, MA. Sincerely l ,�60, * Paul Vancura (617-875-8232) cell Date tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, inc land court civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. surveys Arne H.Ojala,P.E.,P.L.S. Daniel E.Gonsalves,E.I.T.,S.E. structural design July 25, 2017 Craig J.Ferrari,E.I.T.,S.E. site planning Dear Abutter: sewage system designs A public hearing has been scheduled for the Barnstable Board of Health to take action on a request for variances from the Town of Barnstable Regulations and from Title 5 Regulations inspections for the subsurface disposal of sewage for the proposed tight tank septic system at#40 Nyes Point Way, Centerville. The variances requested are as follows: permits Variance requested under Town of Barnstable Health Regulations: Article I,Section 360-1: reduction in setback, septic(tight)tank(100'to 30.6')to wetland. Under Title 5 Maximum Feasible Compliance 15.405 1(a): reduction in setback, septic(tight)tank to lot line (10' to 6') and 1(b): reduction in setback, septic(tight)tank to foundation (10'to 5'). Said hearing will be held in the Selectmen's Conference Room, South Street, Hyannis, August 22, 2017 at 3:00 pm. Plans and the application describing the proposed activity are on file at the Board of Health office, 200 Main Street, Hyannis. It is recommended to check with the Health Department to confirm date and time if you are interested in attending. Sincerely, ov) Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health f 7/25/2017 AbutterReport Board of Health Abutter List for Map & Parcel(s): '233013' Direct abutters (no set distance) and the properties located across the street. Total Count: 4 Close Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CityStateZip 233013 VANCURA, PAUL D PO BOX 1274 CENTERVILLE,MA 29110/66 02632 MASSACHUSETTS, DIV OF FISHERIES& 100 CAMBRIDGE~~ BOSTON,MA 233014 COMMONWEALTH OF WILDLIFE STREET 02202 1488/231 233057 PASTER,BENJAMIN G SPINDELL FAMILY IRREV 123 PLEASANT PINES CENTERVILLE,MA 23216/318 TR TRUST 08 AVE 02632 MASSACHUSETTS, DIV OF FISHERIES& 100 CAMBRIDGE BOSTON,MA 233070 COMMONWEALTH OF WILDLIFE STREET 02202 1488/231 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters.If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 7/25/2017. httn•//mane tnuinnfhwrnctnhlo iic/nrrtims/nnnnanann/AhnttarRannrt acnx?tvna=RnH - 1/1 2— Additional abutters notified by certified mail along Nyes Neck Road and Nyes Point Road affected by septic pumping truck for tight tank at#40 Nyes Point Road: NVes Neck Road: #44 Jeffrey Gruenglas,44 Nyes Neck Road,Centerville 02632 #54 James Hermitage and Sarah Almy-Hermitage, 38 Aldana Road, Halifax, MA 02338 #74 James Badera Jr. , 135 Swan River Road,West Dennis 02670 #100 Yvonne Cavallini, 100 Nyes Neck Road, Centerville Nyes Point Road: #11 Carol Bergenheim, 265 South St., Medfield, MA 02052 #10 Richard N. Hughes,#10 Nyes Point Road, Centerville #22 Town of Barnstable (vacant) Town of Barnstable Geographic Information System July 25,2017 .. 234 oo4Too #152 23�005�00 234006T00 234001002 234003T00 #114 #222 234070 #160 234007T00 #216 234072 #96 234008T00 #176 #84 n S O 1� P os 233 5 #153 �23407 1 #1 90 233053 #7) `F h 3 k x A21�AOO=5=5�'2 33056 233062 #107 r#911 233054 $ #179 °� #83 t� Z tel 23 3008 #6 2 3 7 ... 'i`•':#30:.:i::: E`r'..<;)''r.;:r::'>C':::ii:5''.`•ii.:::`.:'•:i;?`:5:!•''.•ii•f =.• i':•i::•:;; 233007 #0 233013'•' #40 233 009 #44 233068 :: 233014,`-::: 233010 233067 #54 #10 O/NTW.4Y 233066 233011 #100 / 233015 0 6 2 Fee #74 y� 233069 233019 #50 NP �- #11 #49 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:233 Parcel:013 Board of Health boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel 1-100'may not meet established map accuracy standards. The parcel lines on this map Abutter List Type-Direct abutters(no set distance)and the properties located are only graphic representations of 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 d,rJ,V l TLc)#--t Y'f1 K--> 1.to'n F—t � � r tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering, inc land court civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. surveys Arne H.Ojala,P.E.,P.L.S. Daniel E.Gonsalves,E.I.T.,S.E. structural design Craig J.Ferrari,E.I.T.,S.E. July 25, 2017 site planning Dear Abutter: sewage system designs A public hearing has been scheduled for the Barnstable Board of Health to take action on a request for variances from the Town of Barnstable Regulations and from Title 5 Regulations inspections for the subsurface disposal of sewage for the proposed tight tank septic system at#40 Nyes Point Way, Centerville. The variances requested are as follows: permits Variance requested under Town of Barnstable Health Regulations:Article I, Section 360-1: reduction in setback, septic(tight)tank (100'to 30.6')to wetland. Under Title 5 Maximum Feasible Compliance 15.405 1(a): reduction in setback, septic(tight)tank to lot line (10' to 6') and 1(b): reduction in setback,septic(tight)tank to foundation (10'to 5'). Said hearing will be held in the Selectmen's Conference Room,South Street, Hyannis, August 22, 2017 at 3:00 pm. Plans and the application describing the proposed activity are on file at the Board of Health office, 200 Main Street, Hyannis. It is recommended to check with the Health Department to confirm date and time if you are interested in attending. t Although not a direct abutter, we are notifying you as per the Town's requirement that abutters who might be affected by the periodic pumping of the tight tank must be notified of its(proposed) location and the frequency of pumping. The location is next to the dwelling and driveway of#40 Nyes Point Way. Frequency of pumping is expected to be about once every 3 to 4 weeks during the seasonal use of the property(6 months maximum occupancy allowed). Sincerely, � � l A. Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. cc:Abutters file Barnstable Board of Health { Nk 13708 Pg271 023268 04-0'9-�0�1 @ @8z37a NOTICE OF 2-BEDROOM DEED RESTRICTION Pursuant to Condition (2)of the Town of Barnstable Board of Health's letter dated January 25,2001 granting approval of multiple Variances relative to the instaliation of a Title 5 Sewage Disposal System to repair an existing failed cesspool on the property situated at 40 Nye's Point Way,(referred to as Lot 13 off Nye's Neck Road) Centerville, Barnstable County, MA,owned by David W. Vancura and Paul D. Vancura,this document hereby restricts the existing dwelling to a maximum Of two(2) bedrooms until such time as Town sewer is available and shall be noted in the margin of the deed dated November 18, 1996, recorded at the Barnstable County Registry of Deeds in Book 10501, Pa 62 & 163 and run within the chain of title to this property. ail h id W. Vancura /,g Paul D. Vancura STATE OF FLORIDA S Q-N"05m, County March 0- ,2001 Then personally appeared'the above named David W. Vancura and Paul D. Vancura and acknowledged the foregoing to the their free act and deed, before me II l blic (;a Comm' lion Expires: ;M.' -,. JULIA A.KRAJIC i1 WCOMMIS"OCCOMM 'r EXPMES Marchs.20W ¢ondetlTMuNO[of,PubMtUnderwriters BARNSTABLE REGISTRY OF DEEDS Massachusetts Department of Environmental Protection 7 Bureau of Resource Protection Well Completion Reports Well Driller 0 Please specify work performed: Address at well location: IQ ................._.............._.._..___......_....__...._..__.._..........__.................. New Well Street Number: Street Name: 40 NEYS POINT WAY Please specify well type: Building Lot#: Assessor's Mao#: Domestic 233 NJ Assessor's Lot#: ZIP Code: ' Number Of Wells: 57 02632 City/rown: Well Location BARNSTABLE In public right-of-way: GPS Yes f"No North: West: 41.67917 70.33498 Subdivision/Property/Description: Mailing Address: W.click here if same as well location address -__------ Property Owner: Street Number: Street Name: WILL VANCURA 40 NEYS POINT WAY Cityfrown: State: Engineering Firm: BARNSTABLE MASSACHUSETTS ZIP Code: 02632 Board of health permit obtained: (*Yes r- Not Required Permit Number: Date Issued: W2018 009 41/22/20018 V v Massachusetts Department of Environmental Protection " p Bureau of Resource Protection-Well Driller Program fi. Well Completion Reports(General) Well Driller - General Well Form DRILLING METHOD Overburden Bedrock uger Choose Bedrock- WELL LOG OVERBURDEN LITHOLOGY From(ft) To(ft) Code Color Comment Drop in drill Extra fast or slow Loss or addition stem drill rate of fluid 0 10 I tBrown 'Fast r SlowFine To Coarse S YES NO Loss Addition TRACE GRAY r f' w t" �- f�`Fast I"Slow 10 15 Fine To Coarse S= Brown E>t. YES NO Loss Addition WELL LOG BEDROCK LITHOLOGY Drop in Extra fast or Loss or Visible Rust Extra lFrom(ft) To(ft) Code Comment addition of Large drill stem slow drill rate Staining fluid Chips ES 1 0..._ FastS -Loss Addition^. mm-� (Choose Code .Yes Yes ADDITIONAL WELL INFORMATION Developed �t Yes(7 No Disinfected 'a Yes r.No Total Well Depth 15 Depth to Bedrock -� Surface Seal Type None �racture Enhancement Yes f�No CASING T1i!Is Casing above ground? From: 1 To: 0 From To Type Thickness Diameter Driveshoe .........._.............._...._...........-----_.................____.........................__.._.. ....___..__........._....... ............... ..._.......... -._-_............__..__._............_.___ ._.. �0 1 12 v inyl Chloride — Schedule 40 ....... ._... I4 U �iYes Poly SCREEN rNo Screen From To Type Slot Size Diameter 12 15 Stainless Steel Well Point 0.012 L___ 1 WATER43EARING ZONES r DRY WELLI From TO Yield(gpm) C2_� 15 12 PERMANENT PUMP(IF AVAILABLE) 2 Wire Constant Speed ' Pump Description Horsepower Submersible 1/ Pump Intake Depth(ft) 10 Nominal Pump Capacity(gpm) 10 ANNULAR SEAL/FILTER PACK Water Batches Method Of From To Material 1 Weight Material 2 Weight (gal) (count) Placement Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program `* Well Completion Reports(General) !!Choose Material Choose Material . —Choose One ,4 — I_......................................................... _._._�_. ..__. _ ......................................................._..._...._ WELL TEST DATA Date Method Yield(gpm) Time Pumped Pumping Level(ft Time To Recover Recovery(ft (HH.MM) BGS) (HH:MM) BGS) ---------------------------_---------- -------------------- ___________..._._______...._. '_�_— --- ------------ 2018� Constant Rate Pump 12 1 30 0:01 WATER LEVEL Date Measured Static Depth BGS(ft) Flowing Rate(gpm) i - I COMMENTS WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision,according to the applicable rules and regulations,and this report is complete and accurate to the best of my knowledge. Supervising Driller DESMOND THOMAS E Monitoring[M] Signature III, DrillerDESMOND III Registration# 764 THOMAS,E DESMOND WELL Firm DRILLING INC. Rig Permit# - 0551 Date Job Complete 4/23/zo18 NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. °.. .....__.....,. .....:..:.. .................. .,........,. ....,...,_;.. . ,..... ....E I 7 E 0. CERTIFICATE QF ANALYS:IS 'YE Barnstable C:ounfiy Hearth Laborafio M-MA00"9 rY't Reclp160 Sally Desmond Order Igo G18105850!. desmond Well DNipng; Report Dated.: 04/27C2018` P 0,a6x:2783 5ubmitter:• Well Driller Orleans,. MA 02553' Descrlp*n: 4 DAY RUSH 40 NYES.PQTN.T WAY-VOC ONL: ......... t:aboratorwiliM: 1$ .r�$5; .0 Matrix. Water Drinking Water Sample = Samped: U4/26%2018 14 5 sy DWD l ` Collection Addr,: 40 NY S PAINT WAY ENTEQVICI E,MA Received; Q4/26/2018 14 44 t3y Palrrielip' Sample Location : Turn-Around. 96 Hr Rush _ Analyst: yn 'Method: EPA 524:2; DI`lution..a Date Analyzed 04/26/20iB @ 15:3,5 3 EPA 524:2 Va/atrle Qrgam by GC/MS' p es MCL MV4s Result MCA 1!�._..� Parameter ug/ ;. ug/L Lig/L Parameter ug/l Ug/L; ug/L he NDDlchlorodlfiuoro0 Cliloromethane. ND: o,so Chloroform 18` s0 o,so Vinyl chloride N. 2 0 0.50 cis 1,ZDlchloroethene ND;: ' 13romometh6ne ND 0.5o cis 1,3=Dlchloropropene; .. NO. 0.50: 1,1,1,27Tatachi6r6ethane ND oso Dibrorppchloromethane :N57-7 0.50 11,1=Tr0loroethane ND; zoo Wso D(bromomethane- .. ND-. 0.50' 1;1, 2Tetrachloroethane ND 0,50 Ethylbenzene:. Al) �0G. 0.50 2, 1,1,2-Trichloroetharie ND' s o 0 50 Hex achlorobutadiene ND-:. 0.50 1,T-D(chlomethane ND 0,50 IsopropylMn.zene. ND 0,50 1;1 Dichloroethene ND'; Z o osb Methylene chibelde;. 'ND s,o 1.1 Dichloropropene Np yl-tent butyl;ether ND'o so Meth o so 3 TricI lorobenzene ND. 0 50 Naphthalene ND 0$0: 1'2,3-Tri616roprop6ne :ND o so n-But.ylbenzene ND 1,2,44riehlorobenzene ND: 70. 0 50 n Rropylben pne ND oa0 12,4 Trimethylbenzene ND_ 0 50 p-Isopropyltolbene ND o 5 0. . .. 0:54. .... sec 6titylbenzene; NO .... .. 0 50 12 Dibromo 3 chloropropane ND 1,2 Dibromoethane(ED.B) ND O.5 Styrene ND 100 0.50: ' 12001orobenzene NA 094 '0'50 tert Butyibeozene. ND 0,50: I 127Dichloroethane; ND' s:o, 0.50 Tetrachioroethene ND 5.0 030' i-;3 Dichloropropane ND. 0 50 Toluene .::.. 1 9 ._ 1000 0,50. 1;3,S=7rimethylbenzene ND 0 50;' Tota(xylenes ` NR0000 0.50 I 0:50 trans-:1;2-plchloroethene ND= ioo; 0.50 1,3 Dichlorgbenzene. ND _ 1;3 Dichloropropane ND': 0 5o trans 1;3 Dichlorapropene; ND ..._. 1,4 Dichlorobenzene N,D:: 5.n. o 5tt , Trichloroe then e ND so 0,50 22 Dlchloropropane ND' 0 50 Trlchlorofluoromethane ND Al' 2 Chlorotoluene ND 0 50. Compound %Recovered: 4-Chlorotoluene ND 0 50. 1 2 Dichlorobenzene 44. < 820/o 70 130 Benzene; _ ND 5 0. 0 50 .. p Bromoflubrobenzene 7:5% 70. 130;; B,omoben ene ND 0:50 . Bromochloromethane; Np`: oso Bromodichloromethme ND Bromoform ND 0.50 Carbon tetrachloride; ND. t Chlorobenzene ° ND ioo " .0.50' i E Attached;please t�ntl:the labor at ,cei tlf cl parameter list,, / Approved (Lab!. Director) X 1 t ND None Detected RL Reporting latnit MCL Maximum taminant;Level 3195 Main Street; P.Q. B Box 4`2 ar n st able, MA 02630 Ph; 508-375, .66Q5 Page;i ofs I - .i CERTIFICATE OF ANALYSIS Barnstable CoUnty Health Laboratory(M NAM) : Recipient; Sally Desmond Order No:: G18105587ti Desmond Well Drilling Report Dated: 04A 0/2618 P 0 Box 2783 Submitter Well Driller W Orleans, MA 02553 Description. Lab,Analysis _....:.._..... ..._ ___......... ....... _......_ ......... -.................... .. ................. �............. .Laboratory ID#: 181.05587,01 Matrix: Water Sample#: Sampled; 04il6/2018 11-50 By- Customer Gollectian;Address :•40.Nyes Point Way,Centerville,MA Received: . 04/1712018` '10512. By: Ryan Sample Location-., Depth 30' Turn.Around: 48 HrRush Routing ITEM RESULT. UNITS'. RL MCL METHOD# ANALYST TESTED TIME Nitrate as Nitrogen 0.76 mg/L. 0 10! 10 EPA 300.0 LAP 04/17.2018 10 53 Copper ND mgtL 0 10.. 1.3 EPA-200 8 CL 04/18/2018 14`53 ' (ron ND rnglL. 0.% 0:3 EPA 200.8 CL 04/18/2018 14:53 pH 6.3 PH AT 25C NA 6.5-8:5 SM 4500-H-B DGB 04l17/2018 1.4:01 SodiGlTl 9.1 mg/G 2;5 2 : EPA.2008 CL; 04/1812018 14 53 TotaLC:oliform. Absent: PIA o o SM0223B' RG: oal17l2o1s 15:28 CorlductanCe • 176. umohs/cm 2 0.` EPA 120.1 DCB 04/17/2018 '10 53 Watersample meets the;recommended.ltmits for drinking water of all the above.tested parameters: Attached please find the laboratory certified parameter list. _ APproved B , (Lab Director) a i . 0 fi ND None Detected RL,= Reporting urnif MCL=,Maximum:Coritaminant Level 3195 Main Street, 'PQ:Box 427,, Barnstable., MA 02630 Ph:608-375=6605 Page: 1 of 1 i '' ,, YY �QI c No. l,/���� I Fee Li 7 BOARD OF HEALTH TOWN OF BARNSTABLE 01ppYicatiou jfor lVell CousStructiou permit .Application is hereby made for a permit to Construct V" Alter( ), or Repair( an individual well at: qD Nkf�s�(�j�,� 1 / Cery0le nLA 1:2 3:-:1) VFS Location-Address I V-24-32- Assessors Map and Parcel l<< &n—c kra- 40 Nqe-s ` piAf a.q pow✓i ))e- 1A Owner e Ad s i MbyAA Wal -Dr► i I yi� r )ne-. iatnleer Rd. DV-leas UA a-LID5-3 Installer-Driller Address Type of Building Dwelling '�Q Other-Type of Building No. of Persons Type of Well ��Yt � l Capacity in &,tyms YYllrl Cl-4t- Purpose of Well Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the well in operation until a Certifi at of Compliance has been issued by the Board of Health. Signed nate Application Approved By Jt v� k vL a L I Date Application Disapproved for the following reasons: Date Permit Noo )-o ®o f Issued Die --------------------------------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Certificate of Compliance THIS IS TO CERTIFY,that the individual well Constructed Altered( ), or Repaired( ) by Dcmanrt LLY11 dri 1 c. Installer has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. Date Inspector • r:e * sM Fee Ll BOARD OF HEALTH TOWN OF BARNSTABLE 2pplicatiou -for Yell Cou9tructiou Permit Application is hereby made for a permit to Construct IVY Alter( ), or Repair( ) an individual well at: Q �1�/eSDnir,4 UM/ 1le AIA2 33 / D cal _ e Location-Address V��?32 Assessors Map and Parcel I�ail � 1,��i(1C' tlr _ 40 Niles 120trlt luau Pevi Vi Ile— AAA Owner Addr�s nloncl tJxt1 l�ri iI o� , rt�. ' k ,�thFx 2c . nr1pax)l AAA UVP53 Installer-Drillers* '" Address Type of Building Dwelling V P S Other-Type off Building No. of Persons Type Capacity I n t 63 nA I I nY , T e of Well `�(�rY�._�j G Ca aci 'PL.r min x4e, Purpose of Well a 4 Agreement: The undersigned agrees to install the afore described individual well in accordance with the provisions of the I Town of Barnstable Board of Health Private Well Protection Regulation-The undersigned further agrees not to place the I well in operation until a Certificate of Compliance has been issued by the Board of Health. Signed "''Date i Application Approved By YVj0,-t-tf .Date Application Disapproved for the following reasons: Date Permit No� �v Q 1 � "''" (0 09 Issued ' I D,to _..__o_-mmee_•ve_e.00am_omv_e4>-4_e____------_.e»_4_e.e__ a -------e__de___— BOARD OF HEALTH TOWN OF BARNSTABLE " Certificate of (Compliance . THIS IS TO CERTIFY,that the individual well Constructedy(, Altered( ), or 'Repaired( ) by Installer at has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORILY. [ Date Inspector f �4/•!' Yc�.WMI '`.4.tiMl �.�^I_ILi7i.l.�::44�__—.�.�_ai.s+aN_m.t'T.4.wy_:�.yg��r BOARD OF HEALTH TOWN OF BARNSTABLE - y�y Yell Cougtructiou Permit No�. ( . "' �V"� Fee Permission is hereby granted to 1>S N-1t m yi Ugfl _Avslhn1 i Inc. Installer to Construct„(,< Alter( ), or Repair( an individual well at: t—J w Street as shown on the application for a Well Construction Permit Dated �Oq l I Date 'Approved By �-C"�C-�)�- -- U— 13. WETLAP ENVIRONME BENCHMARK: Ph MAP P RCEL cc�, 14. DEWAn CEMENT BOUND 'g AMIN PASTER w NECETIGHT TANI =35.0' NAVD88 pg 23216 PG 318 NECESSAR \ � 15. WHEN ' 233 PARCEL 70 —�� OWNER SH. iMMONWEALTH OF 24.00' .�4.04' f 1i AND TIGHT AASSACHUSETTS WELL �'� OAT LAUN H = ABANDONE 1488 PG 231id—A ! \ �V �V+ LAWN DEC8 C� l r0 Off 4 SILKQQ c11,� � � (. •O� � tt Z o `\ co DECK io al RETAINING KEYSTONE OR �' G i `1 64.52 AL ' ¢2 MAP 233, RC f : MMONWEALTH OF �1 MASSACHUSETTS f Dg 1488 PG 231 • P \ - ` c i NOTES LEGEND NORMAL HIGH WATER LEVEL ALARM 1.DATUM IS MAW 8a - .�Rd - - SYSTEM PROFILE 3P 518OIFE MOTEM CAP CITY.�M ANo -i WNICIPAL WATER 6 NOT AVAILABLE 99- ETISTNC COMOUR (KKWK m � PRESS TO SILENCE SWITCH ON PANEL 3.MINIMUM PIPE PITCH TO BE 1/8"PER FDOT. o SIDE BUILDING.LOW VOLTAGE FLOATS. X 991 pIST.SPOT ELEV. = SIOPLEX PANELS.MEYERS OR EUUAL 4.DESIGN LOADING FOR ALL PROPOSED PRECAST PROPOSED COxroL01 PROP.24"0 CAST �� UNITS TO BE AASHO H-= Laaa RON WATERTIGHT OR RAIL GUARD S.P9�JOINTS TO BE MAOE WATERTIGHT- _ (94. PROPOSED SPOT EL 420 COVER TO GRADE WHERE>W 6.CONSTRUCTION DETAILS lO BE IN ACCORDANCE TAf1 \ COVER OVER PRECAST 40.0 REVEAL WITH 310 CMR 15.000(TIRE i) b Y 145f HOLE KEYSTONE y Y 7,THIS BE U IE FOR PROPOSED WORK GNLY AND WO �� a 2X SNIPE OF GROUND I WALL OR NOT ro BE USED FOR lAr LINE STAI(WG-OR ANT Lake U 3 i INV.IN 38.0 4' EQUAL OTHER PURPOSE 11:11 a UTILITY POLE 3500 GAL H-20 S/T •39.4' K,'ESTExnLE PIPE FOR SYSTEM TO SYSTEM sGH 4'.40- Pvc. ' FIRE MDRNIT TIEBACK 35.0 9.COMPONENTS NOT A RE BAIXFILLm OR Kole 1m xt 9Hm9 Mw N�W _ 3/5 TOTAL CAPACITY CpNKfµpp WITHOUT IISPECnON BY BOARD OF / ALARM ON HEALn1 AND PDTMI590N.OBTAWm FROM BOARD OF HEALTH. }8" +0.CONTRACTOR SHALL BE RESPONSIBLE FOR ]44-7233 AND VERIFYING ' CALLING DiGSAFE(1 888- ) ' LOCUS S MAP HALL VERIFY THE. OF EL 32.42' UTI LOCATION OF ALL UN MENC MENT OVERHEAD 0 _ -THE INSTALLERS _ __ 9TONE oa.-..---. T a WORK, ' � ER OUTLETS o o e'�° um3nes PRIOR TO COMMENCEMENT SCALE 1"=2000't ALL UTILITIES AND ALL BUILDING SEW ODMP-nw.(Ien1(2D R TO INSTALLING ANY PORTION ALL BE PUMPED AND ELEVATIONS PRIOR 11.EREMOV LEOR PUMPED FACDTY SHALL INVERT OUT OF DWELLING IS TIGHT TANK D REMOVED N%L PUMPED AND FILLED wlnN cIEAN ASSESSORS MAP 233 PARCEL 13 OF SEPTIC SYSTEM. I AN APPROXIMATE. PLUMBING TO BE RAISED IF 25 (NOT m SCALE) SAND NECESSARY. ("-x SLOPE�') WATERPROOF/WUTExnCHT LOCUS IS TATHIN FEMA FLOOD ZONE% 1i INSTALLER FOR AL RM VERIFY THE EI.EION.PoCAL SYSTEM ISFLOOD SUITABLE R FOR ALARM CONNECTION.ELECTRICAL HAZARD) PCT ANNUAL CHANCE COMMUNITY FOUNDATION-- 17 TIGHT TANK PERMIT REQUIRED. HAZARD)AS SHOWN ON COMMUMTY BUOYANCY CALLS: PANEL 025001CO562J DATED 7/16/2014 H-20 3500 GAL ST WEIGHS 33.045 LBS EN IRONM N FLAGGED BY BRAG HALL OF BLII x 16.5 x 7.5%62.4= 11,583 LBS UP (OK) ENVIRONMENTAL CONSULTING, USE WATER ELEVATION OF 33.9 AT BEARSE'S POND Bm-7.-T RK P AP P RCEL TIG4. T TANK.PGR REOUOET FOR INSTALLATION OF COUND TIGHT TANK.PROVOE TOT CONTAINMENT AS VD86 B IN PASTIER NECESSARY. OB 23216 PG 318 IS.WHENLL RKO Im BEWE WAVTHMIN E 30.D ATS 9 MAP 233 PARCEL 70 24.00' 4.04 i \ 11, ANO TGHT NAM(SYSTEM SHALL BE COMMONWEALTH OF AT LA' H ` ABANDONED/REMOVED 'TIGHT TANK NOTES: -\MASSACHUSETTS - WELL 488 PG 231 i IS SEASONAL USE REOIIO6O FOR USE 6 TIGHT TANK DWELLING .ci IS SEASONAL USE OHLT AND IS NOT TO BE OCCUPIED F(%i MORE ' Kr S. TIW1 SIX MONTHS OUT OF TVE CALENDAR YEAR AN OPERATIONS \ ANO YNN74TANCE MA KHL BE RE REQUIRED FOR TIIE LIFE OF THE - SYSTETL.TANKS TO BE RATPm.AS REOUWm AND ALARM TO BE •PSI IN9PEDTm+TIME PER YEAR. /a F��9 SYSTEM DESIGN: TIGHT TANK SHALL.BE DESIGNED AND INSTALLED IN ACCORDANCE . WITH 310 CMR 15 2BO.AS AMENDm- - 1 GARBAGE DISPOSER IS NOT ALLOWED • tJ1�.'C.n I WN 1 i V' p 1 oy�2 O DESIGN FLOW:?BEDROOMS 0110 GPD 220 GPD USE A 330 GPD DESIGN FLOW VARIANCE RmUETI D: UNDER MAIL FFli98LE OOYPI.IANCE 15.404 �� 10�- R_ % N (1°}REOICTION M SETBACK,SEPTIC(TIGHT)TANK TO LOT LINE(10'TO 6') J. TIGHT TANK: 330 GPD(5)n 1650- (10}.REDUCTION IN SETBACK.SEPTIC(TIGHT)TANK TO FOUNDATION(10'TO V) O�� y,/ O1X YIN. 2000 GAL TIGHT TANK CAPACITY REQUIRED TOWN OF BARNSFABLE REGULATIONS:MO-1: USE A 3500 GAL TIGHT TANK - REDUCTION IN SETBACK SEPTIC(TINT)TANK ro KE7lAND,tar TO 30.6' ?,1 1_ `\ } D] 6 f�25: DECK Goa CA 0 l 4..� - \ !/ MA REnvmIG AP ALL \ 1 \ PROVED DATE BOARD OF HEALTH KEYSMTE OR LO `+ 64.52 '\ 2_33 C 95 (J( II MMONWEALTHO MASSACHUSETTSF TIGHT TANK SITE PLAN \' + DB 1488 PG 231 _ OF #40 NYES POINT WAY %,J CENTERVILLE, MA PREPARED FOR CRAIG VANCURA DATE JUNE 6,2017 1i�-7si-9✓80 OIWIELA o' DANIEI I 00xeeePe.COm OJALA A GiVIL aAIA down co x°w990_ pe engineering,Inc. - 4 civil engineers . "°,.ss1:,.e•`vi ss d, land surveyors ScOle:1'=2d (,-�'1� U / ` 939 MOin Street(Rte 6A) DATE DANIEL A. OJALA,P.E..P.LS. YARMOUTHPORT MA 02675 0 10 20 30 40 50 FEET 17-077 DCE #17-077 " s Page: of 1 CERTIFICATE OF ANALYSIS ° M' Barnstable County Health Laboratory (M-MA009) Report Prepared For: Report Dated: 9/20/2017 Paul Vancura Order No.: G17103231 P O Box 1274 ' Centerville, MA 02632 0� Laboratory ID#: 17103231-01 Description: Water-Drinking Water Sample#: Sample Location: 40 Nyes Point Way Centerville, MA Collected: 09M/2017 Collected by: P.Vancura map 233 parcel 013 Received: 09/11/2017 Routine ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED NOTE Nitrate as Nitrogen ND mg/L 0.10 10 EPA 300.0 LAP 9/12/2017 Copper ND mg/L 0.10 1.3 EPA 200.8 LAP 9/11/2017 Iron 0.72 mg/L 0.10 0.3 EPA 200.8 LAP 9/11/2017 pH 6.5 PH AT 25C NA 6.5-8.5 SM 4500-H-13 DCB 9/12/2017 Sodium 24 mg/L 2.5 20 EPA 200.8 LAP 9/11/2017 Total Coliform Absent P/A 0 0 SM 9223B RG 9/11/2017 Conductance 150 umohs/cm 2.0 EPA 120.1 DCB 9/12/2017 Sodium level is above the maximum contaminant level. Those on a low sodium diet may wish to consult a physician. The water may present aesthetic problems(taste, odor, staining)due to Iron. Attached please find the laboratory certified parameter list. Approved By: (Lab Directo �s ND=None Detected . RL = Reporting Limit MCL=Maximum Contaminant Level 3195 Main Street, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 �r 4 OF HA - rti CERTIFICATE OF ANALYSIS a7 7p i 1.3 �'°, Barnstable County Health Laboratory (M-MA009) Recipient: Matrix: Water-Drinking Water Paul Vancura } Sampled: 09/11/2017 10:30 P 0 Box 1274 Received: 09/11/2017 10:55 Centerville,. MA 02632 Collection Address: 40 Nyes Point Way Centerville, MA Order#: G17103231 Sample Location: map 233 parcel 013 Description: rekt-40 Nyes Pt.Way Lab ID: 17103231-01 Date Analyzed: 9/12/2017 @ 15:25 Sample#: Analyst: yn Method: EPA 524.2 Dilution Factor: 1 Comment: Sodium level is above the maximum contaminant level. Those on a low sodium diet may wish to consult a physician.The water may present aesthetic problems(taste,odor,staining)due to Iron. EPA 524.2- Volatile Organics by GC/MS Result MCL MDL Result MCL MDL Parameter ug/L ug/L ug/L Parameter ug/L ug/L ug/L Dichlorodifluoromethane ND 0.50 Chloroform ND 80 0.50' Chloromethane ND 0.50 cis-1,2-Dichloroethene ND 70 0.50 Vinyl chloride ND 2.0 o.so cis-1,3-Dichloropropene ND 0.50 Bromomethane ND 0.50 Dibromochloromethane ND 0.50 1,1,1,2-Tetrachloroethane ND 0.50 Dibromomethane ND 0.50 1,1,1-Trichloroethane ND 200 0.50 Ethylbenzene ND 700 0.50 1,1,2,2-Tetrachloroethane ND 0.50 Hexachlorobutadiene ND 0.50 1,1,2-Thchloroethane ND 5.0 0.50 Isopropyl benzene ND 0.50 1,1-Dichloroethane ND 0.50 Methylene chloride ND 5.0 .0.50 1,1-Dichloroethene ND 7.0 0.50 Methyl-tert-butyl ether ND 0.50 1,1-Dichloropropene . ND 0.50 Naphthalene ND 0.50 1,2,3-Trichlorobenzene ND 0.50 n-Butylbenzene ND 0.50 1,2,3-Tnchloropropane ND 0.50 n-Propylbenzene ND 0.50 1,2,4-Trichlorobenzene ND 70 o.50 p-Isopropyltoluene ND 0.50 1,2,4-Trimethylbenzene ND. 0.50 sec-Butyl benzene ND o.50 1,2-Dibromo-3-chloropropane ND 0.50 Styrene ND 100 0.50 1,2-Dibromoethane(EDB) ND 0.50 tert-Butyl benzene ND 0.50 1,2-Dichlorobenzene ND 600 0.50 Tetrachloroethene ND 5.0 0.5.0 1,2-Dichloroethane ND 5.0 0.50 Toluene ND 1000 0.50 1,2-Dichloropropane ND 0.50 Total xylenes ND 10000 0.50 1,3,5-Trimethylbenzene ND 0.50 trans-1,2-Dichloroethene ND 100 0.50 1,3-Dichlorobenzene ND 0.50 trans-1,3-Dichloropropene ND 0.50 1,3-Dichloropropane ND 0.50 Trichloroethene ND 5.0 0.50 1,4-Dichlorobenzene ND 5.0 0.50 Trichlorofluoromethane ND 0.50 2,2-Dichloropropane ND 0.50 Surrogates %Recovered QC Limits(%) 2-Chlorotoluene ND 0.50 p-Bromofluorobenzene 910/0 70 130 4-Chlorotoluene ND 0.50 1,2-Dichlorobenzene-d4 97% 70 130 Benzene ND 5.0 0.50 Bromobenzene ND 0.50 Bromochloromethane ND 0.50 Bromodichloromethane ND 0.50 Bromoform ' ND 0.50 Carbon tetrachloride ND 5.0 0.50 Chlorobenzene ND 100 0.50 Chloroethane ND 0.50 Attached please find the laboratory certified parameter list. Approved B (Lab Director) J ND=None Detected RL = Reporting Limit MCL=Maximu Contaminant Lev 3195 Main Street, PO. Box 427, Barnstable, MA 02636 Ph: 508-375-6605 Page 1 of 1 • �s r Town of Barnstable Barnstable Regulatory Services Department Public Health Division 200 Main Street,Hyannis MA 02601 2007 Office: 508-862-4644 Richard Scali,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL # 701.2 10 i 0. v 000 2S 4 -4-- s-1 s Z. January 27, 2017 PAUL D VANCURA PO BOX 1274 CENTERVILLE MA 02632 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 • The septic system located at, 40 Nyes Point Way, Centerville,MA, was given an extension by the BOH to replace the sewage system by March 5, 2011. A recent review of our records reveals no evidence of any progress in replacing the system, and the deadline is significantly over-due. The septic system"Fails"under the guidelines of the 199.5 TITLE 5 (310 CMR 15.00) due to the following: Single cesspool requiring upgrade by March S, 2011 per order of Board of Health You are ordered to repair or replace the septic system within 6 months from the date you receive this notification. Failure to repair/replace the septic system with in the deadline period will result in future enforcement action. PER ORDER OF THE BOARD OF HEALTH • 42a�s Mc ean, R.S. CHO Agent of the Board of Health oat ell ri Town of Barnstable sA�l�rlx�A�, Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Sumner Kau&nan,MSPH Paul Canniff,D.M.D. March 20, 2006 David Vancura 138 Governor's Way Topsham, ME, 04086 RE: 40 Nyes Point Way; Centerville Dear Vancura: You are granted another extension of five years, until March 15, 2011, to replace your onsite sewage disposal system at 40 Nye's Point Way, Centerville. This extension is granted with the following.conditions: • You shall sign a Consent Order agreement. This document includes a requirement for the owner to regularly deposit funds into a Town Gift Account (escrow funds) to be applied to the owner's share of the cost of the municipal sewage treatment and disposal system as determined by the Department of Public Works. • If the Town does not proceed with the construction of public sewer in this area, these escrow funds shall be used to defray the cost of the installation of a conforming Title 5 subsurface treatment and disposal system on the property on or before March 15, 2011. Sincerely yours, Wayne Miller, M.D. Chairman Board of Health Town of Barnstable Q:Vancura2 t 7") DAVID W. & LINDA P. VANCURA a,tkv 7 Telephone 207-729-4203 138 GOVERNOR'S WAY TOPSHAM,ME.04086-1473 February 10, 2006 Wayne Miller, M.D., Chairman Board of Health Town of Barnstable 367 Main Street Hyannis, MA. 02601 RE: 40 Nyes Point Way, Centerville Seasonal Property Dear Mr. Chairman: As directed in the Board's June 28, 2001, letter to me, copy attached, this is,our request for an additional multi-year extension from the order to replace the on-site sewage system servicing this seasonal property at the subject address. It would appear, from information available, that the.Public Works pro ject(PW-06-35), Sewer Collection System Expansion, now has an implementation date of FY 2007 for the Lake Wequaquet area. As before, we continue to support this expansion. As further directed, we continue to have our existing cesspool pumped annually and well water tested( see latest enclosed data). This property has been family owned since 1959; the existing system, although non-conforming to today sstandards, has been fully functional and well maintained through- out e years and we see no reason to believe it will not continue to function, 4inc rly until he installation of the planned sewer system extension.3 �. M Me , ry curs and auD. Vancura, Owners ,r ,6Ar UP ..,,.,.� .ice4,rr.- x t �Et„E r Town of Barnstable ti U Regulatory Services x x x BARNSfABLE, " Thomas F.Geiler,Director 9 MASS. E1639n. Public Health Division Thomas McKean,Director 367 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 June 28, 2001 Mr.David Vancura 138 Governor's Way Topsham,Maine.040:86.__ Re: 40 Nyes Point Way, Centerville Dear Mr. Vancura, You are granted an extension of five years, from the order to replace your onsite sewage disposal system located at 40 Nyes Point Way Centerville, Massachusetts. This extension is granted with the following conditions: 1. This existing cesspool(s) shall be pumped annually by a licensed septage hauler. 2. This extension expires in five (5) years, on July 1, 2006. The dwelling shall be connected to public sewer on or before that date or the applicant shall submit a request for extension at that time. The existing is granted because the town council has recently approved funding for designing-the sewer lines in this area. The applicant agreed to connect the dwelling into town sewer as soon as it becomes available. Sincer yours ner Kaufman,M.S.P.H. Acting Chairman Y CERTIFICATE OF ANALYSIS i Page: 1 Barnstable County Health Laboratory Report Dated: 5/26/2005 Report Prepared For: Order No.: G0530285 Paul Vancura 138 Governors Way Topsham, ME 04086 Laboratory ID#: 0530285-01 Description;. Water D:mwng Water _---.-Sample.#:...-30285.. .._._.. Saanptin�-Loeahon "4i)Nyes Pt db ay,Genteruitte Mr1= __._.. _ -- — - `— Colhctcd: ,5/2-3/200.5_ Collected by: P.Vancura Map 233 Parcel 013 Received: 51231200.5 Routine ITEM RESULT UNITS RL MCL Method# Tested LAB: Inorganics Nitrate as Nitrogen BRL mg/L 0.10 10 EPA 300.0 5/23/2005 LAB: Metals Copper BRL mg/L 0.10 1.3 SM 311113 5/25/2005 Iron 0.31 mg/L 0.10 0.3 SM 311113 5/25/2005 Sodium 19 mg/L 1.0 20 SM 311 l B 5/25/2005 LAB: Microbiology Total Coliform ABSENT P/A 0 0 309 5/23/2005 LAB: Physical Chemistry Conductance 140 umohs/cm 1.0 EPA 120.1 5/23/2005 pH 6.2 pH-units 0 EPA 150.1 5/23/2005 Based on the.res.ults,.of-the:.parameters tes.ted,.-the.w_ater..is suitab.le.for.drinking,,but:.may present aestheti.c.problems(taste, odor,staining)due to Iron. Approved By: (L irector) ORIVI L RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 4��.°Il•+1'3ARE,ii + 3�i`''as ,+ .; *.'�"u't .':il ,r, ..:+ _ CGn^ 41PoE.. ,�"9°g ., <, 12, �9'x- �'a�.y"a '.Y•r +. . 1` xn�.u'u-+ Mi ,., Project Estimated"'Completio'n'Dafe ctxobef 2006 ' N 1 n Project Working Title: SEWER COLLECTION SYSTEM EXPANSION Project Location: Lake Wequaquet and Stewarts Creek Areas of Concern and the Cape Cod Community College Project Description: This is a multi-year project involving the design and construction of sewer collection systems for sewering of Areas of Concerns (AOC's) identified by the Wastewater Facilities Plan. The areas identified are those where there are public health and environmental concerns caused by failing septic systems and/or dense population concentration in Zones of Contribution to public water supply wells. The Plan included a cost effective analysis of the least costly way to solve those problems. The Areas of Concern that are listed on the five-year CIP projection are those that have been determined to be best solved by sewering and connection to the Hyannis Water Pollution Control Facility. Before this project can proceed beyond the design phase three major projects must be near successful completion. They are the Wastewater Water Facilities Plan, Effluent Mitigation (PW 05-31), and the Hyannis Water Pollution Control Plant Capacity Improvements (PW 05-30). Impact Of Denial/Postponement: By not proceeding with this project, the health of the citizens of Barnstable will be put at risk and the ability to safely utilize resources will be jeopardized. The Cape Cod Community College will be unable to complete their facilities upgrade. Project Cost Estimates: Design $ Construction $26,630,000 FY Cost _Project Description/Components 2006 2007 $22,840,000 Sewering AOC CE4 (Lake Wequaquet Area) $ 3,790,000 Sewering AOC H1 (Stewart's Creek Area) 2008 $ 1,933,250 Design of CE1 (Long Beach, Craigville Bch Rd 45 CERTIFICATE OF ANALYSIS Page: 1 iU 39 ' Barnstable County Health Laboratory Report Dated: 5/26/2005 Report Prepared For: Order No.: G0530285 Paul Vancura 1318 Governors Way Topsham, ME 04086 Laboratory ID#: 0530285-01 Description: Water-Drinking Water Sample#: 30285 Sampling Location 40 Nyes Pt Way,Centerville MA Collected: 5/23/2005 Collected by: P.Vancura Map 233 Parcel 013 Received: 5/23/2005 Routine ITEM RESULT UNITS RL MCL Method# Tested LAB: Inorganics Nitrate as Nitrogen BRL mg/L 0.10 10 EPA 300.0 5/23/2005 LAB: Metals Copper BRL mg/L 0.10 1.3 SM 3111 B 5/25/2005 Iron 0.31 mg/L 0.10 0.3 SM 3111B 5/25/2005 Sodium 19 mg/L 1.0 20 SM 3111E 5/25/2005 LAB: Microbiology Total Coliform ABSENT P/A 0 0 309 5/23/2005 LAB: Physical Chemistry Conductance 140 umolis/cm 1.0 EPA 120.1 5/23/2005 pH 6.2 pH-units 0 EPA 150.1 5/23/2005 Based on the results of the parameters tested,the water is suitable for drinking,but may present aesthetic problems(taste, odor,staining)due to Iron. Approved By: �' (L irector) RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Page: 1 CERTIFICATE OF ANALYSIS to Barnstable County Health Laboratory Report Dated: 6/10/2004 Report Prepared For: Order No.: G0425254 Paul Vancura 138 Governors Way Topsham, ME 04086 Laboratory ID#: 0425254-01 Description: Water-Drinking Water Sample#: 25254 Sampling Location 40 Nyes Point Ln Centerville MA Collected: 5/25/2004 Collected by: P Vancura Received: 5/25/2004 I Routine ITEM RESULT UNITS RL MCL Method# Tested LAB: IC Lab Nitrates BRL mg/L 10 10 EPA 300.0 5/25/2004 LAB: Metals Copper BRL mg/L 1.3 1.3 SM 3111B 6/2/2004 Iron 0.3 mg/L 0.3 0.3 SM 3111B 6/2/2004 i Sodium 18 mg/L 20 20 SM 31 11 B 6/2/2004 LAB: Microbiology I Total Coliform Absent P/A 0 Absent 307 5/25/2004 LAB: Physical Chemistry i Conductance 130 umohs/cm I EPA 120.1 5/25/2004 pH 5.9 pH-units 0 EPA 150.1 5/25/2004 Water sample meets the recommended limits for drinking water of all the above tested parameters. ,. Approved By: %��__ Director) RECEIVED JUN 17 2004 TOWN OF BARNSTABLE HEALTH DEPT. RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 Page: 1 CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory �ss�catv`t. Report Prepared For: Report Dated: 6/3/2003 Order Number: G0319780 Paul Vancura 138 Governors Way Topsham, ME 04086 Laboratory ID#: 0319780-01 Description: Water-Drinking Water Sample#: 19780 Sampling Location: 40 Nyes Point Way Centerville MA Collected 5/16/2003 collected by: P Vancura 233-013 Received 5/16/2003 Routine ITEM RESULT UNITS MCL Method# Tested LAB: IC Lab Nitrates <0.1 mg/L 10 EPA 300.0 5/16/2003 LAB: Metals Copper <0.1 mg/L 1.3 SM 3111B 5/19/2003 Iron 0.4 mg/L 0.3 SM 3111E 5/19/2003 Sodium 9.3 mg/L 20 SM 3111B 5/19/2003 LAB: Microbiology Total Coliform Absent P/A Absent 309 5/16/2003 LAB: Physical Chemistry Conductance 82 umohs/cm EPA 120.1 5/16/2003 pH 6.1 pH-units EPA 150.1 5/16/2003 Note: Based on the results of the parameters tested,the water is suitable for drinking,but may present aesthetic problems(taste, odor,staining)due to Iron. Approved By: LLADirector) 0n8ARN$1 3 Super ior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 i-.,-s outh bore qp CF/1i� urvey O Consultants, Inc. ,0k 11?0 Registered Land Surveyors q�T�FASrq OJ & Civil Engineers T B<<c April 9, 2001 Thomas A. McKean,R.S., C.H.O. Public Health Division Barnstable Town Hall 367 Main Street Hyannis, MA 02601 Re: 40 Nye's Point Way, Centerville,MA David W. Vancura- Sewage Disposal System Upgrade Dear Mr. McKean: Enclosed herewith please find a copy of the recorded 2-Bedroom Deed Restriction relative to the above captioned property, as per Condition (2)of your letter dated January 25, 2001. Sincerely, Donna J. Foulsham Administrative Assistant /df Enc. cc: David W. Vancura 138 Governor's Way Topsham, ME 04086 I 167 R Summer Street• Kingston, MA 02364 (781) 582-2185 • (800) 479-7553 • FAX (781) 582-2239 e-mail: SSSURVEYCO@AOL.COM 04-0972001 @ 08 : 37a NOTICE OF 2-BEDROOM DEED RESTRICTION Pursuant to Condition (2) of the Town of Barnstable Board of Health's letter dated January 25,2001 granting approval of multiple Variances relative to the installation of a Title 5 Sewage Disposal System to repair an existing failed cesspool on the property situated at 40 Nye's Point Way, (referred to as Lot 13 off Nye's Neck Road) Centerville, Barnstable County, MA, owned by David W. Vancura and Paul D. Vancura, this document hereby restricts the existing dwelling to a maximum of two (2) bedrooms until such time as Town sewer is available and shall be noted in the margin of the deed dated November 18, 1996, recorded at the Barnstable County Registry of Deeds in Book 10501, Pa 62 & 163 and run within the chain of title to this property. / r avid W. Vancura Paul D. Vancura STATE OF FLORIDA 5OLp,."O:c�, County March <) , 2001 Then personally appeared the above named David W. Vancura and Paul D. Vancura and acknowledged the foregoing to the their free act and deed, before me � L ic (M7bl sion Expires: �;;•;;;�, jULIA A, KRAJIC ,' ` r'� MYCOMMISSIONON915014 `•.• EXPIRES:MambS.2004 gtfndWThruNOlmyPub6cUntlerwrders COMMONWEALTH OF MASSACHUSETTS C�ivF� f EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS row 4p 2 0? DEPARTMENT OF ENVIRONMENTAL PROTECTI yFo NgRNST00, 7 20 RIVERSIDE DRIVE, LAKEVILLE, MA 02347 508-946-2700 OEp�ge(� OqM Sv ev ARGEO PAUL CELLUCCI BOB DURAND Governor Secretary JANE SWIFT LAUREN A.LISS Lieutenant Governor Commissioner March 14,2001 Thomas A. McKean, Health Agent RE: BARNSTABLE--Subsurface Sewage Board of Health Disposal-Proposed Variance to 310 . P.O. Box 534 CMR 15.000 "Title 5 of The State Barnstable,Massachusetts 02601 Environmental Code" 40 Nye's Point Way, Centerville And Transmittal No. 201517 David W. Vancura 138 Governor's Way Topsham, Maine 04086 Dear Mr. McKean and Mr. Vancura: Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.412, the Southeast Regional Office of the Department of Environmental Protection has completed its review of the above- referenced application. The applicant requested Department approval of a variance granted by the Barnstable Board of Health for the repair of-the on-site sewage treatment and disposal system at.40 Nye's Point Way, Centerville. The application contains a copy of the Board of Health's grant of a variance from the following provisions of Title 5, 310 CMR 15.000: . 310 CMR 1.5.104: Procedure for performing a percolation test.No test was performed due to high ground water'. As part of the application,the Department received a plan,titled as.follows: SEWAGE DISPOSAL SYSTEM UPGRADE DESIGN AT i #40 NYE'S POINT WAY BARNSTABLE, MA MAP 233, LOT 13 PREPARED FOR This information is available in alternate format by calling our ADA Coordinator at(617)574-6872. DEP on the World Wide Web: http://www.magnet.state.ma.us/dep Aga Printed on Recycled Paper 2 DAVID W. VANCURA. 12 OAK RIDGE CIRCLE WEYMOUTH,MA 02188 SOUTH SHORE SURVEY CONSULTANTS, INC. 167 R SUMMER STREET KINGSTON,MA.02364 Based upon its review of the application, and in accordance with 310 CMR 15.410, the Department has determined both of the following: 1. The applicant has established that enforcement of 310.CMR 15.304 would be manifestly unjust, considering all of the relevant facts and circumstances of this case. The naturally occurring pervious material lies below the water table. De-watering would be costly. Based on this information, the applicant has demonstrated that to deny the variance would be manifestly unjust. 2. The applicant has established that a level of environmental protection that is at least equivalent to that provided under 310 CMR 15.000 can be achieved without strict application of 310 CMR 15.104. The applicant has established equivalent environmental protection because a sieve analysis was performed on a soil sample. The soil absorption system is designed in accordance with Title 5 and the Department's existing policies. The Department,therefore, approves the System. Should you have any questions regarding this matter,please contact Christos Dimisioris at (508) 946-2736. Very truly yours, T - Brian A. Dudley Bureau of Resource Protection D/CD/cb cc: Gary Russell South Shore Survey Consultants, Inc. 167 R Summer Street Kingston, MA 02364 DEP Wastewater Management, Title 5 Section;Boston . K This Variance Approval is an action of the Department. Any person aggrieved by this action, may request an Adjudicatory Hearing. A request for a hearing must be made in writing and postmarked within thirty)(30) days of the Variance Approval date. Under 310 CMR 1.01(6)(b), the request must state clearly and concisely the facts, which are the grounds for the request, and the relief sought. The Hearing request along with a valid check payable to the Commonwealth of Massachusetts in the amount of one hundred dollars($100.00) must be mailed to: Commonwealth of Massachusetts Department of Environmental Protection P.O. Box 4062 Boston, MA 02211 The request will be dismissed if the filing fee is not paid, unless the appellant is exempt or granted a waiver as described below. The filing fee is not required if the appellant is a city or town (or . municipal agency), county, or district of the Commonwealth of Massachusetts, or a municipal housing authority. The Department may waive the adjudicatory hearing filing fee for a person who shows that paying the fee will create an undue financial hardship.. A person seeking a waiver must file, together with the hearing request as provided above, an affidavit setting forth the facts believed to support the claim of undue financial hardship. F TOWN OF BARNSTABLE �FSH Er. T� 6�P� 4o OFFICE OF i HARTSTAB71 BOARD OF HEALTH MAS& p 00 039• ��� 367 MAIN STREET c Mai At HYANNIS,MASS.02601 January 25, 2001 David Vancura 138 Governor's Way Topsham, ME, 04086 RE: 40 Nyes Point Way, Centerville Dear Vancura: You are granted multiple variances to replace your onsite sewage disposal system at 40 Nye's Point Way, Centerville. The variances granted are as follows: 310 CMR 15.104: To conduct a sieve analysis in lieu of the requirement to provide percolation testing. 310 CMR 15.405 1 (a): To install a soil absorption system only six (6) feet away from the property line, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.405 1(b): To install a soil absorption system only five (5) feet away from the foundation wall, in lieu of the twenty (20) feet minimum setback required. 310 CMR 15.405 1 (d): To reduce the size of the leaching area required by 25%, from 297 square feet to 223 square feet. 310 CMR 15.405 I ft To install an onsite sewage disposal system only 19.3 feet away from bordering vegetated wetlands, in lieu of the fifty (50) feet minimum required. vancura -1 310 CMR 15.405 1(h): To install a soil absorption system only 63.6 feet away from an existing onsite private well, in lieu of the } minimum 100 feet required. B.O.H. Part VIII, Section 9.0: To install on onsite sewage disposal system within an area where there is not four (4) feet . of naturally occurring pervious soil provided vertically above the maximum-adjusted groundwater table. B.O.H. VIII, Section 10.0, 1.12: To construct a future reserve area within the presently proposed soil absorption system area, in.the event the presently proposed soil absorption system should fail. These variance are granted with the following conditions: (1) No more than two(2) bedrooms are authorized in the dwelling. Dens, study rooms, finished attics, sleeping lofts, and similar type rooms are considered "bedrooms" according to the Massachusetts Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction at the Barnstable County Registry of Deeds, limiting the dwelling to a maximum of two bedrooms. (3) The dwelling shall be connected to town sewer when/if it becomes available. (4) The septic system shall be installed in strict conformance with the submitted revised plans dated December 11, 2000. (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 conformance with the revised plans dated December 11, 2000. (6) The replacement septic system shall be installed on or before May 1, 2001. vancura These variances are granted because the existing septic system failed an inspection. The current owner has been ordered to repair or replace the existing septic system in compliance with the State Environmental Code Title V. The proposed replacement system meets the maximum feasible compliance standards contained within the State Environmental Code. Sincerely yours, i 'Susan G. Rask, R.S. Chairman Board of Health Town of Barnstable SGR/bcs vancura OF tHE TOt, DATE . � FEE: • aARNsrABm y MAss. i639• ,0� Alf039. A Town of Barnstable REC. BY SCHED. DATE: Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORNI LOCATION > Property Address:_ Q���re's /d//� ,�C�l/� ��/7 /"1/lh/G Assessor's Map,ind Parcel Number: _ Size of Lot: /D Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: 1*l7r—VrQ Phone /�70-;;L)94e, 402F9 Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: ,y ��DUZy9l�G%U/^d� Name: 347yjd WV Ilan GU ru. Address: Address: �54l37Pr Phone: Phone: S4lrl,� ��� L— ;-AF VARIANCE f'ROM REGULATION(List Res.) REASON FOR VARIANCE(May attach if more space needed) CG. 9 Do /yiyr�crrs/ d065 ilpt ,2Yi.Sf. _c. Pre is no14 e",7 .4 ra,Za ew Ao(ye/er Y.zZT„lse�. iD.oOl is �o show seco Q rem -ryr .sir 5,12911, �' •• S. O Checklist(to!t s completed by office staff-person receiving variance request application) Four(4)copies of engineered plan submitted(e.g. septic system plans) Four(4)copies of floor plan 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 applic)nt's expense(for Title V and/or local sewage regulation variances only) Full i:ienu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewal.grease trap variance renewal,[same ownerneasee onyl.outside dining rariance renewals(same owner/leaaee only[,and variances to repair failed sewage disposal systems[only if no expansion to the building proposedl) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVI::D Susan G. Rask, R.S., Chairman NOT APPROVED Sumner Kaufman, M.S.P.H. REASON FOP, )ISAPPROVA.L _^ Ralph A. Murphy, M.D. Q;/WP/VP.RIRBQ outh hore uruey Consultants, Inc. Registered Land Surveyors & Civil Engineers December 13, 2000 Thomas A. McKean, R.S., C.H.O. Public Health Division Barnstable Town Hall 367 Main Street Hyannis,MA 02601 Re: 40 Nye's Point Way, Centerville, MA Sewage Disposal System Upgrade Dear Mr. McKean: Enclosed herewith please find the following documents: 1) Original letter dated 12/7/00, a copy of which was faxed to your office. 2) Original Application for Disposal System Construction Permit. 3) Original Soil Suitability Assessment form. 4) Original Variance Request form and three(3)copies. 5) Original Application for Local Upgrade Approval. 6) Copy of Notification to Abutters. 7) Copy of Soil Analysis. 8) Copy of Wetland Delineation Report. 9) Four(4)copies of the floor plans. 10) Four(4) copies of our Sewage Disposal System Upgrade Design Plan. Kindly contact this office should you have any questions or comments relative to this matter. We would like to placed on the agenda for your next scheduled Board of Health meeting on January 16,2000. Thank you for your kind attention to this request. Sincerely, Donna J. Foulsham Administrative Assistant Ends. cc: David W. Vancura 167 R Summer Street • Kingston, MA 02364 (781) 582-2185 • (800) 479-7553 •FAX (781) 582-2239 e-mail: SSSURVEYCO@AOL:COM outh -- hore uruey Consultants, Inc. Registered Land Surveyors & Civil Engineers December 7, 2000 Town of Barnstable Board of Health P.O. Bog 534 Hyannis,MA 02601 Re: 40 Nye's Point Way, Centerville,MA David Vancura Dear Board Members: Regarding the Board of Health hearing scheduled for December 7, 2000, please be advised that the wetlands have been delineated. We will require a setback Variance and the,proximity of the S.A.S. to a property line will require notifying. abutters 10 days in advance of the hearing date. We hereby request an extension so that we can notify abutters properly, as per Title V requirements. , We will forward our revised Septic Design'Plan and appropriate paperwork as soon as possible.' Please notify this office of the next Board of Health hearing, and not the homeowner, as he now resides in Maine and will not be attending the hearing: Thank you for your kind attention to this request. Sincerely, l� RARY l� RUSoCI.L > C:Z2ry i � No.3�,U43 � Gary Russell,P.E. �/ GR/df 167 R Summer Street • Kingston,MA 02364 (781) 582-2185 • (800) 479-7553 • FAX (781) 582-2239 e-mail: SSSURVEYCO@AOL.COM outh hore uruey Consultants, Inc. Registered Land Surveyors & Civil Engineers October 30, 2000 Town of Barnstable Board of Health P.O. Box 534 Hyannis, MA 02601 Re: 40 Nye's Point Way, Centerville, MA David Vancura Dear Board Members: Regarding the Board of Health hearing scheduled for November 7, 2000, please be advised that the wetlands have not been delineated. We will require a setback Variance and the proximity of the S.A.S. to a property line will require notifying abutters 10 days in advance of the hearing date. We hereby request an extension so that we can get this completed and notify abutters properly, as per Title V requirements. Thank you for your kind attention to this request. Sincerely, °° `�H ®F 14,4Sr�m v o�' GARuss LL RY 9G 7 CIVIL No.36fl43 Gary Russell,P.E. ® '� 9FarsTE�`�`� GR/df ®�0JfALL 167 R Summer Street • Kingston, MA 02364 (781) 582-2185 • (800) 479-7553 • FAX (781) 582-2239 e-mail: SSSURVEYCO@AOL.COM outh hore uruey Consultants, Inc. Registered Land Surveyors & Civil Engineers May 16, 2000 Thomas A. McKean, R.S., C.H.O. Dept. of Health, Safety & Environmental Services Public Health Division 367 Main Street Hyannis, MA 02601 Re: 40 Nye's Point Way, Centerville- Assessors Map 233, Lot 14 Upgrade of Subsurface Sewage Disposal System Dear Mr. McKean: South Shore Survey Consultants,Inc. has been asked by Mr. David Vancura to design a septic system for the above captioned property that will bring the existing system into compliance with 310 CMR, The State Environmental Code, Title 5. On February 25, 2000, an observation pit was excavated. A soil sample was taken from the material below the water table. A leaching area has been designed based on the soil sample. Mr. Vancura is currently corresponding with his abutter, Commonwealth of Massachusetts Division of Fisheries & Wildlife, to either lease, purchase, or swap lands in order to minimize impacts to existing wetlands and his well. (Please see the attached design sketch and letter from the Division of Fisheries & Wildlife). We will keep you informed as to our progress with this project. Should you have any questions or comments, please contact this office. Very truly yours, ���`�� Of GARYCD CIVIL RUSSELL go.36043 Gary Russell, P.E. GR/df Enc. cc: Mr. David Vancura 167 R Summer Street • Kingston, MA 02364 (781) 582-2185 • (800)479-7553 • FAX (781) 582-2239 e-mail: SSHORI@IDT.NET • e-mail: SSSURVEYCO@AOL.COM Date �O/�9/77. Drc/Jl/'9SS�•LjiS�G/3E7T.� • Dear I am writing to inform you of our request for variances from the State Environmental Cod% Title V, and from local Board of Health Regulations in regards to our new septic system ,,,hip li will be installed at We are requesting a variance from Sec io "D o . /, a .g tro T The Boar(' of Health meeting will be field on Tuesday AZ4 � , 999 at � y/6 7:00 p.m., or as soon thereafter as practicable at the Second (Floor Conference Room, New Town Hall, 367 Main Street, Hyannis, MA. The letter is to serve as an official notification to abuttor(s). Sincerely yours, Name / p� O Q:hcalth\wptiles\abbutor I DAVID W. & LINDA P. VANCURA Telephone 207-948-5079 138 GOVERNOR'S WAY TOPSHAM, ME. 04086 November 8, 2000 Ms. Susan Rask, Chairperson Board of Health Town of Barnstable Public Health Division 367 Main.Street. Hyannis, MA. 02601 RE: Order to Comply/Title V Seasonal Property 40 Nyes Point Way, Centerville Dear Ms. Rask: As a follow-up to your request during the on-site meeting on September 29th, same subjec ,-enclosed is a copy of the requested re-test of the May 18, 2000, well water sample submitted as.part of the"'previous documentation. As you are probably aware, South Shore Survey, our engineering consultant, continues to work on wetlands delineation(time extension requested), plan "D" revision and variance identification also requested during this meeting. We appreciate your understanding in this matter. Sincerely, David W. Vancura cc: Thomas McKean Gary Russell, South Shore SuNey,.Project #6023 I CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory �'°-�•���-'"'`�'��' Report Dated: 10/01/2000 Report Prepared For: G0007902 Order Number: Paul Vancura P O Box 1274 Centerville. MA 02632 Lahorarnrr m#: 0007902-01 Description: Water-DdnWng Water Collected: oy, sample#. 07902 Sampling Location: 40 Nyes Point Way,Centerville 233-13 Received: 091 Collected by: Paul Vancura Routine Bl�n. y/z9/av RESULT UNITS MCL Method Tested 1TFM 1..IB: IC Lab Nitrates 0.11 mg/L 10 EPA 300.0 09/29'2000 L I B: Metals Copper CD� / OZ mg/L 1.3 Sit 3111B 10 o2.zo00 <0.1 mglL 0.3 Ski 3111E 1002;2000 Iron i Sodium l 9, 14 mg/L 20 SM 3111 B 10.02�2000 L.iB: Microbiology i P!A Absent P!A 09:29.2000 Total Coliform ��S�=fir Absent L t/3: Plwsical Chemistry Conductance Iles- 133 umob icm EPA 120.1 09'30 3000 pH 6 .1�4 5.1 pll-units EPA 150.1 09 3012000 Note: Water sample meets the recommended limits for drinking water of all above tested parameters. Approved By (Lab Director) I Jope.4 and �nviponmental Sepvicpj NORMAN W. HAYES Principal COPY FES WETLAND DELINEATION REPORT 1 . Site - Town of Barnstable Assessors Map #233 Parcel 13; #40 Nye 's Point Way, Centerville, Barnstable, Massachusetts. - "Vancura Property" . 2 . Client - South Shore Survey Consultants Inc; FES Job #20-12 1 .0 Introduction - Forest and Environmental Services del _neated the above captioned site on November 6, 2000 . During delineation the site was, evaluated to. determine the presence of Federal State and local wetlands . The property is located on an isthmus between Bearses Pond and a shrub swamp bordering on Wequaquet Lake . The site with the exception of the lawn, driveway and house is forested . The trees are predominately Red Maple - Acer rubrum, Black Gum - Nyssa svlvatica and Black Oak - Quercus velutina. The understory is predominately Sweet Pepper Bush - Clethra alnifolia. Soils are carver course sands which are mottled below elevation - 37 feet . The house and grounds appear stable and not eroding thus they are not visually impacting the wetlands . 2.0 Wetland Resource Areas at the site are : A. Inland Bank B. Bordering Vegetated Wetland A. Inland Bank is defined at 310 CMR 10 : 54 ( 2 ) (a) as "The portion of the land surface which normally abuts and confines a water body", in the case 'Bearses Pond ' . B. Bordering Vegetated Wetland (BVW) is defined at 310 CMR 10 : 55 ( 2 ) (c ) , as "The boundary of the BVW is the line withir which 50% or more of the vegetational community consists of wetland plant species identified in the Wetland Protection Act . 2.1 FES Pink Plastic Ribbons numbered Annual High Water (AHW) 1-7, mark the inland bank at the annual high water mark along Bearses Pond . Pont 011 ce (/.fox 242 • UVeit . Uyanniyort, Waljachu.4ette 02672 • 5.1 (508) 778-0828 �. 2.2 FES Pink and Black Plastic Ribbons. mark two BVW's . The first parallels the AHW mark along Tupelos, Maples, High Bush Blueberry and Clethra. Soils were evaluated and found to be mottled below elevation ( 371 ) . These flags are marked FES 1-12 . The second BVW follows elevation 37+ inside an area of fill to a shrub swamp colonized by Swamp Loosestrife Decoden 'verticillatus .and is identified by FES Pink and 'Black Ribbons 100-107 coupled with BVW field sheets made part for this report . 3.0 Natural Heritage and Endangered. Species Habitat - this site needs to be checked to determine if it is an endangered species habitat . ct Wetlanc/ 00, SO 00816 5 mesa -a ::� do i APPENDIX BVW FIELD SHEETS FEMA FLOOD ZONE MAP MASS HERITAGE ENDANGERED SPECIES HABITAT MAP BARNSTABLE COUNTY SOILS MAP DEP Bordering Vegetated Wetland(310 CMR 10.55)Delineation Field Data Form o`*etlatigl ,it �..,� c o0 Applicant: S•S soatis Prepared By: � �Ntt Project Location: s.�Tc�2 VJLI —�y 'F'le#: �0I Check all that apply: $u21llC+ers Nyc,aoirTuJm r� }�- �n,► �:1.1 Vegetation alone presumed adequate to delineate BVW boundary:fill out Section I only 1 ,I Df Vegetation and other indicators of hydrology used to delineate BVW boundary:fill out sections I and II �-O SW :CI Method other than dominance test used attach additional information fi s Section I. Vegetation Observation Plot Number: Transect Number: Date of Delineate it is A. Sample Layer and Plant Species B. Basal Area C. Percent D. Dominant a !L;' @t1 (or percent cover) Dominance Plant Moil;dlaafb (Yes or no) Category` Trees oplt-� ce2 /2.08)2UW2, 409.9�4al.9 ioo ycs rHc- R�C►n Saplings Flige- )ZaWjapk_AccrL (LU6JZOWL 3S�6o Ar1aW �rNG- 1?W05 fUq DA 8U_ vcs FJKU �sl�'o Shrubs 2s/sa Sa% qcj FAC.W Swcr--rkpper b05 N- c- a+tA►a )'I' lvu�qua Speap-jod- AvLDc2 - 'ALAIUS iNc'aNA 2b'f b-d �d% 11�•.s FA--w Groundcover 20 0o 26% Yes 00L SoFTAdatN - Td�Jc�/,s�FF�scs s,U#M)p JcoaC Jrfj gg- Ue car VCQIrcrLL i}TJS 4 U /8a So% y cS 'a 1�L. .20 /80 24"0/0 Ic s 0 GA.t 'Use an asterisk to mark wetland end cator plants:plant species s d in the Wetlands Protection Act(MU c.131,s.40);plants in the genus Sphagnum;plants listed as FAC,FAC+,FACW-,FACW,FACW+, or OBL;or plants with physiological or morphological adaptations. If any plants are identified as wetland indicator plants due to physiological or morphological adaptations,describe the adaptation next to the asterisk. Vegetation conclusion: Number of dominant wetland indicator plants: 7 Number of dominant non-wetland indicator plants: / Is the number of dominant wetland plants equal to or greater than the number of dominant non-wetland plants? If ve elation alone Is presumed adequate to delineate the BVW boundary,submit this form with the Request for Determination of Applicability or Notice of Intent.MA GEP;3/95 Section It. Indicators of Hydrology Other Indicators of Hydrology:(check all that apply and describe) Hydric Soil Interpretation :i-)Site Inundated: 1. Soil Survey :❑Depth to free water in observation hole: G Is there a published soil survey for this site? Isyes :I no :ClDepth to soil saturation in observation hole: < title/date: OUNTY Soik — :Ivelatermarks: map number: .2 ft lines: soil type mapped: C C, CA�Ucr- F2ce:Tar�! :Liment deposits: hydric soil inclusions: :Linage patterns in BVW: ' Are field observations consistent with soil survey?ijo :lino x!ddized rhizospheres: Remarks NAILAOCAJ PWA*JlU-a.. be-rLOCC ) :19W5ter-stained leaves: 641LU :I ecorded data(stream,lake,or tidal gauge;aerial photo;other): 2. Soil Description Horizon Depth Matrix Color Texture Mottles Color I they: S� Vegetation and Hydrology Conclusion O .'tr O A)C, 69�PjsAF� /VI/?' Yes No Number of wetland indicator plants 3 number of non-wetland indicator plants 3. Other: Wetland hydrology present: hydric soil present I� cl7 other indicators of hydrology present Conclusion: Is soil hydric?49 :Dino / Sample location is in a BVW :0/ :❑ DEP Bordering Vegetated Wetland(310 CMR 10.55)Delineation Field Data Form Q,Nletlar,d S1A Applicant: Prepared By: roject Location: a#: C� d/�un �s�T+�yu�.r�iy�r«rr.� '�oiaTcrla.�/ l f.� Check all that apply: S�I4llu',f Cmwrre�,�iLLL p �:�� :L Vegetation alone presumed adequate to delineate BVW boundary:fill out Section I only A� �" N Vegetation and other indicators of hydrology used to delineate BVW boundary:fill out sections I and II A A :❑ Method other than dominance test used(attach additional information) �'� SWS ed of Section I. Vegetation Observation Plot Number: 2 Transect Number: Date of Delineati ss S a� A. Sample Layer and Plant Species B. Basal Area C. Percent D. Dominant p oDe (or percent cover) Dominance Plant a %�atar'�� (Yes or no) Category' Trees 70 `$ g*C;* 4dcl.M.ay►�.c - ACC12. ausadw, o ti6•8/4I,.2r >o ,me eptv3 Wlkkouw - SpLix #AAA aa8.9��8o•y 3v 2v yes R � Saplings R7cN /�a- 4,00 lLo10A ?-•s'/,ro s° Vas FAw 2atL n'bpbc-A«r "t>aaum- ?.�"f p'o CIO cJ pac.* Shrubs Now CG Groundcover A14 p14opNob/c CORAeser 00 qo,L Use an asterisk to mark welland indicator plants:plant species listed in the Wetlands Protection Act(MGL c.131,s.40);plants in the genus Sphagnum;plants listed as FAC,FAC+,FACW,FACW,FACW+, or OBL:or plants with physiological or morphological adaptations. If any plants are identified as wetland indicator plants due to physiological or morphological adaptations,describe the adaptation next to the asterisk. Vegetation conclusion: Number of dominant wetland indicator plants: \3 Number of dominant non-wetland indicator plants: 1 Is the number of dominant wetland plants equal to or greater than the number of dominant non-wetland plants? 4S If ve elation alone is presumed adequate to delineate the BVW boundary,submit this form with the Request for Determination of Applicability or Notice of Intent.MA DEP:3/95 Section 11. Indicators of Hydrology Other Indicators of Hydrology: (check all that apply and describe) Hydric Soil Interpretation :❑Site Inundated: 1. Soil Survey :❑Depth to free water in observation hole: Zo At Is there a published soil survey for this site? es :Cno :ClDepth to soil saturation in observation hole: -v f G it title/date: 14 aTo It uNT :[Water marks: map number: :❑Drift lines: soil type mapped: GEC_F' _ _ :❑Sediment deposits: hydric soil inclusions: :❑Drainage patterns in BVW: Are field observations consistent with soil survey?® :❑no :❑Oxidized rhizospheres: Remarks :❑Water-stained leaves: I7tf:N ,� sgLyb W — " oN :❑Recorded data(stream,lake,or tidal gauge;aerial photo;other): 2. Soil Description Horizon Depth Matrix Color Texture Mottles Color ❑Other: A/adC, Vegetation and Hydrology Conclusion /OYA.4/9 J&Ady • _ _ _ <icc. Yes No A S/O /oy R 8/Z DEW �� i�y2S�/ Number of wetland indicator plants X :❑ 3 number of non-wetland indicator plants 3. Other: Wetland hydrology present: hydric soil present X :❑ other indicators of hydrology present X :❑ Conclusion: Is soil hydric? _ es :❑no �,. d Sample location is in a BVW :❑ X DEP Bordering Vegetated Wetland(310 CMR 10.55)Delineation Field Data Form i o`Vlella/i�f'�QQ Applicant: fbu�iSlJ/�n►efurrny Prepared By:ja oafCVVjAaA4410 L_ Project Location: oVyes P0,,4e7- 9,j Check all that apply: 6cq,A►csS ,�,o N,d� C.cv?'utd/LLG u Vegetation alone presumed adequate to delineate BVW boundary:fill out Section I only Vegetation and other indicators of hydrology used to delineate BVW boundary:fill out sections I and II $WS :❑ Method other than dominance test used(attach additional information) Section I. Vegetation Observation Plot Number: 13 Transect Number: / Date of Delineatiolesp�/ A. Sample Layer and Plant Species B. Basal Area C. Percent D. DominantfMP.A�ISZ'f (or percent cover) Dominance Plant �47FbY (Yes or no) Category' Trees NAG Saplings AladG Shrubs Node, Groundcover 11yAALd Ado hic GA455cs /oo��oo /oa yc5 up L- Use an asterisk to mark wetland indicator plants:plant species listed in the Wetlands Protection Act(MGL c.131,s.40);plants in the genus Sphagnum;plants listed as FAC,FAC+.FACW-,FACW,FACW+, or OBL:or plants with physiological or morphological adaptations. If any plants are identified as wetland indicator plants due to physiological or morphological adaptations,describe the adaptation next to the asterisk. Vegetation conclusion: Number of dominant wetland indicator plants: Number of dominant non-wetland indicator plants: Is the number of dominant wetland plants equal to or greater than the number of dominant non-wetland plants? 4//- It ve etalion alone is presumed adequate to delineate the BVW boundary,submit this form with the Request for Determination of Applicability or Notice of Intent.MA DEP;3/95 Section ll. Indicators of Hydrology Other Indicators of Hydrology:(check all that apply and describe) Hydric Soil Interpretation :❑Site Inundated: 1. Soil Survey :❑Depth to free water in observation hole: Is there a published soil survey for this site? es Tno :❑Depth to soil saturation in observation hole: title/date: mr RAI so S :[Water marks: map number: 2 :❑Drift lines:' soil type mapped: G c - c&- F c m, :❑Sediment deposits: hydric soil inclusions: o :DDrainage patterns in BVW: Are field observations consistent with soil survey?Es :Dno :DOxidized rhizospheres: Remarks :❑Water-stained leaves: VAOAlG C E14L :DRecorded data(stream, lake,or tidal gauge;aerial photo;other): 2. Soil Description Horizon Depth Matrix Color Texture Mottles Color DOther: 0 O-q 1O-j&J/1 A.**W-, A 4-(o t o y R r7/3 tewtb Vegetation and Hydrology Conclusion Yes No r A, 4-/(e WO 4/ rd0dAa 41 Number of wetland indicator plants ❑ 92. 14.20 3 number of non-wetland indicator plants 3. Other: Wetland hydrology present: hydric soil present ❑ other indicators of hydrology present D X Conclusion: Is soil hydric? :[yes :Dno Sample location is in a BVW :❑ �Q i �l �-•�..� � r►Z'/__.. ,T'a.. �-GFgf- ,.�..��.�..'l (•.tfA Dili ��-�''���.` .`� (�'' a�r �/'j. � r�C��--�y~p..r•?�'•YS& �.x .mw-rs�;.+�.:�". .i4 .T �! i►-KIT Z/ ` 7!i ".`' e=-=` � �/Y t:!•G���>��i -a_T-`6i4ii. ,lv!tl+A"''�91► �"�J. ''s���'�F}�1�--'-'�'��s�,al� � �Le.1��.�'/ie' £ qs ..� ' `~ ;t. h dr. '"a` t` 4•t r.1G�Mi_L, 1,` i `� %,.. S�~. ��tl 1>.� '�r�� fly►"�' �®Ii. ��1 .T�p�,I�P .N� % -NisO L9 lY ''` `� , f)F ;'per-' �� .�.o;�.>z.`� t�,if �$ _�► t iMBE A.�S'^� v -rt, t�� �.. {'.l•, id.ry tea" l -¢`il Vf SJ` F R t 0 .� `k?c :sue �� �����'��_ ,��; FS ��•1���� ,J���yg,,, t.. .,.� p '� v-`' ��ic';)" z. � �.y���. �+*,.„ ,��*¢i.sz-r•y�'�'.r �, I_ t9f����. i +�_ �. � ��L��f j �� �_��t �. f a r- t OCT-30-2000 01 :32 PM SOUTH SHORE SURVEY 1 781 582 2239 P. 02 ouch holre urvey Consultants, Inc. Registered Land Surveyors 8t Civil Engineers October 30,2000 Town of Barnstable Board of Health P.O.Box 534 Hyannis,MA 02601 Re: 40 Nye's Point Way,Centerville,MA David Vancura Dear Board Members: Regarding the Board of Health bearing scheduled for November 7,2000, please be advised that the wetlands have not been delineated. We will require a setback Variance and the proximity of the S.A.S. to a property line will require notifying abutters 10 days in advance of the,hearing date. We hereby request an extension so that we can get this completed and notify abutters property, as per Title Y requirements. Thank you for your kind attention to this request. . Sincerely, * `�n � / � oo RUSSE CrWwIvL �� •C` a Gary Russell,P.E. ►►►r'�SrUtA1 GRldf 167 R Summer Street • Kingston, MA 023G4 (781) 582-2185 •(800)479-7553 •FAX(781) 582-2239 e-mail: SSSURVEXCO®AOL.COM IDS;`"�''��"^`•1'�`\, Page: 1 CERTIFICATE OF ANALYSIS :*'3 �; :► Barnstable County Health Laboratory Report Prepared For Report Dated: 10/02/2000 Order Number: G0007902 Paul Vancura P O Box 1274 Centerville, MA 02632 Laboratory ID#: 0007902-01 Description: Water-Drinldng Water Sample#: 07902 Sampling Location: 40 Nyes Point Way,Centerville Collected: 09/29/2000 Collected by: Paul Vancura 233-13 Received: 09/29/2000 Routine ITEM RESULT UNITS MCL Method# Tested LAB: IC Lab Nitrates 0.11 mg/L 10 EPA 300.0 09/29/2000 LAB: Metals Copper 0.2 mg/L 1.3 SM 3111B 10/02/2000 Iron <0.1 mi/- 0.3 SM 3111B 10/02/2000 Sodium 14 mg/L 20 SM 3111B 10/02/2000 LAB: Microhiology Total Coliform Absent P/A Absent P/A 09/29/2000 LAB: Physical Chemistry Conductance 133 umohs/cm EPA 120.1 09/30/3000 pH s j pH-units EPA 150.1 09/30/2000 Note: Water sample meets the recommended limits for drinking water of all above tested parameters. f Approved By. (Lab Director) �f'S IZ�UG Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 DAVID W. & LINDA P. VANCURA Telephone 207-948-5079 138 GOVERNOR'S WAY TOPSHAM, ME. 04086 August 7, 2000 Ms. Susan Rask, Chairperson Board of Health Town of Barnstable Public Health Division 367 Main Street Hyannis, MA. 02601 RE: Order to Comply/Title V Seasonal Property 40 Nyes Point Way, Centerville Dear Ms. Rask: As promised in my August 3 letter to you, same subject, enclosed is one(1) copy each of four(4) different plans developed to satisfy the subject Order. These plans have been arbitrarily identified as "A", "B", "C", and "D" and are in various states of design completion pending selection of one of the alternatives. mc r , David W. Vancura cc: P 1 D Vancura Xhomas Mc Kean (w/enclosures) DAVID W. & LINDA P. VANCURA Telephone 207-948-5079 138 GOVERNOR'S WAY TOPSHAM, ME. 04086 August 4, 2000 Ms. Susan Rask, Chairperson Board of Health Town of Barnstable Public Health Division 367 Main Street Hyannis, MA. 02601 RE: Order to Comply/Title V Seasonal Property 40 Nyes Point Way, Centerville Dear Ms. Rask: Sorry...omitted copy of 5/25/00 Well Water Analysis from August 3 letter in error; enclosed is same. WdW.' ra ,� ti�of B "a ' CERTIFICATE OF ANALYSIS Page. Barnstable County Health Laboratory Report Prepared For: Report Dated: 05/25/2000 Order Number: G0005956 Paul Vancura P O Box 1274 Centerville, MA 02632 Laboratory ID#: 0005956-01 Description: Water-Drinking Water Sample#: 05956 Sampling Location: 40 Nyes Pt Way Centerville MA Collected: 05/18/2000 ollected by: Vancura 233/013 Received: 05/18/2000 Routine+Ammonia ITEM RESULT UNITS MDL MCL Method# Tested LAB:IC Lab Ammonia <0.1 mg/L 0.1 EPA350.1 05/19/2000 Nitrates <0.1 mg/L 0.1 10 EPA 300.0 05/19/2000 LAB: Metals Copper <0.1 mg/L 0.1 1.3 SM 3111B 05/19/2000 Iron <0.1 mg/L 0.1 0.3 SM 311113 05/19/2000 Sodium 19 mg/L 1.0 20 SM 311113 05/19/2000 LAB:Microbiology Total Coliform Absent P/A 0 Absent P/A 05/18/2000 LAB: Physical Chemistry Conductance 145 umohs/cm 1 EPA 120.1 05/18/2000 pH 6.4 pH-units 0 EPA 150.1 05/18/2000 Note: Water sample meets the recommended limits for drinking water of all above tested parameters. Approved By: (Lab Director) rAs-Acco Superior Court House, PO.Bog 427, Barnstable, MA 02630 Ph: 508-375-6605 t DAVID W. & LINDA P. VANCURA Telephone 207-948-5079 138 GOVERNOR'S WAY TOPSHAM, ME. 04086 August 3, 2000 . Ms. Susan Rask, Chairperson Board of Health Town of Barnstable Public Health Division 367 Main Street Hyannis, MA. 02601 RE: Order to Comply/Title V Seasonal Property 40 Nyes Point Way,,Centerville Dear Ms. Rask: Based on a telephone conversation with Thomas McKean on August 2, he thought it may be helpful if I summarized for you the project background and current status in our efforts to comply with the order received from the Board of Health on January 29, 2000. There had been no previous communication from the Board on this subject to my knowledge. As background, as executor of my mother's estate and on advice of the estate attorney, a voluntary Title V inspection was conducted on May 17, 1996, in anticipation of transfer of this seasonal property within the family as part of estate settlement. This property has been in the family for more than 40 years. The cesspool system was found by the inspector to be fully functional, a�it has been in the past and continues to be, but subject to Board of Health review based solely on its proximity (48')to surface water. It is also within 60' of designated wetlands. The bottom of the cesspool is approximately 2.5' to 3' above the water table. The existing well is some 85' from the cesspool. Water analysis (copy enclosed) of site well water, conducted by the Barnstable County Board of Health on May 25, 2000, meets the accepted drinking water standards. Although chronologically some 50 years old, this system, because of the relatively light use of this seasonal property over the years,.is operationally probably only some 12-15 years old! It has been annually maintained by professional services. It continues to function well thru normal seasonal occupancies with no failure evidence. 40 Nyes Point Way August 3, 2000 Page 2 of 3 We are well aware of "life cycles" of systems of this type and, as you, would like to find a more permanent solution to our sewage disposal needs...preferably through connection to the town system! This lot is severely challenged in size and topography (see enclosed photos)when considering installation of a typical septic installation. In response to the Order to Comply, on February 2, 2000, South Shore Survey Consultants of Kingston, MA., was hired to provide engineering design for a conforming sewage disposal system; in concert with them, a number of designs have been developed all of which will require variances from accepted standards. All solutions will impact abutting wetlands because of the aforementioned lot constraints and will require significant fill ...in the order of 250-600 cu. yds ...and will require modification to the building foundation to close existing access openings as well as installation of new concrete containment walls.. System distance to the existing well will drop to about 60' under the least intrusive plan. Our abutter, the Division of Fisheries and Wildlife, was also contacted with an offer to swap /purchase/lease a small parcel of uplands to ease the intrusiveness of a septic installation; however, we were unsuccessful in this effort!(perhaps the Board or Conservation could help in this area)! Documentation of this effort is available if you so require. Copies of all available plans will be sent under separate cover for your critique. In my estimation, considering contaiment walls and fill requirements, this is probably a $25,000+installation; we have expended close to $5000 to date in engineering design in an effort to mitigate wetlands impact, minimize fill encroachment onto abutting property and yet maintain the "flavor" of this seasonal cottage! Based on prior experience, we suspect the Conservation Commission will not favor any of the plans so Board of Health or DEP influence will undoubtedly be required if a new system is installed! On top of all, project cost is significant relative to property building value; as the owners are both retired, the availability of funding is limited! We , obviously, would like to mitigate project and life cycle cost. If, in fact , public sewage is coming to this area in the next 5-7 years as indicated by the sewer department to the Lake Association(recent meeting attended by the other property owner/association member), then, needless to say, we are not anxious to spend significant funds for a "short term" solution. 1 ' w 40 Nyes Point Way August 3, 2000 Page 3 of 3 May we suggest an extension to the Order of Compliance for the purposes of determining once and for all if,in fact, a public system in this area will ever be a reality, possibly identifying other solutions, and, of course, identifying source of funds for compliance. We suspect permitting from all the regulatory agencies involved will be a lengthy process. It is my understanding that you wish a review of this matter at a hearing scheduled for September 18 at 9:30AM; please confirm same. el W avid cura cc: Paul D. Vancura Thomas McKean Gary Russell, So. Shore Survey(Project# 6023) I BRIGGS Briggs Engineering & Testing A DrvcsioN or PK Assouxaw. INc. vim+ COPY April 7, 2000 131-iggs# 62170 South Shore Survey Consultants, Inc. 167R Summer Street Kingston, MA 02364 Attn: Mr. Gary Russell, P.E. RE: Analysis of Soil sample delivered to us by you Mr. Russell Laboratory analysis of your sample has been conducted, please see the enclosed results. If you have any duestions, please feel free to call meat your convenience. Very truly yours, BRIGGS ENGINEERING & TESTING A Divi,vion of PK Avvociwe,v, Inc. A/4 Z C �Vv V Mark f lebert Materials Laboratory Supervisor Construction Technology Division Enclosures: 100 Weymouth Street - Unit 13-1 100 Pound Road Rockland, MA 02370 Cumberland, RI 02864 Phone (781) 871-6040 • Fax (78 l) 871-7982 Phone (401) 658-2990• Fax (401) 658-2977 ML ■` BRIGGS . Briggs Engineering & Test.ing A DIVISION OF PK ASSOCIATES, INC.. - �+tip 40 Nye's Point Way / South Shore Survey . 13riggs # 'I'esteel: 4-4-00 I. Sample No. Description Source M-5741 Sand Site 2. Sieve Analysis ;ASTM C 136, and ASTM C. 1 171 Sieve Size Results Specs. Standard Alternative i% Passing by Wt.} . 100111111 `t i1411 100 3- 90 nun _ I/2" 100 75 min 3" 100 63 mlrt 2-1/2" 100 50111111 2 100 37.5 nun 1.1/2" 100 25.0 mm - 1 100 19.0 nun 3/4" 100 12.5 mm 1/2" 100 9.5 mm 3/8" 100 4.75 inln #4 100 2.00 m m #10 99 850 Eim #20 68 425 pni #40 L 30 80 /nn #80 10 150 <<m #100 9 r 53linl #270 5.8 100 Weymouth.Street- Unit.13-l 100 Pound.Road Rockland, MA 02370 Cumberland,R1.02864 Phone (781) 871-6040• Fax (781) 871-7982 Phone (401) 658-2990• Fax (401)658-2977 BRIG Briggs Engineering &Testing ��. A Division of PK Associates, Inc. rp ro iect: 40 Nye's Point Way / South Shore. Survey Sample no. 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MacCallt,tnl, Director David W. & Linda P. Vancura May 2,2000 12 Oak Ridge Circle Weymouth, MA 02188 Re: Assessor's Map 233, lot 14 hearse Pond property Dear Mr.& Mrs. Vancura: Your letter with attachments to the Commissioner of Fisheries& Wildlife dated April 10'h was forwarded to me for response. Ironically our agency was in the process of determining the feasibility of utilizing our Bearse Pond property for fisherman access purposes so our presence would perhaps have been noticed. I have forwarded the information you provided to one of Fish and Wildlife's land agents and our district office for an on site inspection and report. 1 would hope that this inspection should occur within the next week or so at which time I will respond to your request. do not wish to appear negative however DFW has a very strict policy regarding the change of use of DFW (Article 97)property. Your proposal would be subjected to district review and a rigid review by our Realty Committee, would require approval by our Fisheries& Wildlife Board and would ultimately need a two-thirds vote of both branches of the Legislature. All options that you have requested would be subject to the above process. Receiving approval for a non-conforming use of DFW property is not a simple task. 1 will contact you when our district office has had a chance view the site and provide comment. Wry truly yours, William J. Minior Chief of Wildlife Lands Cc: Dave Peters-Commissioner/DFWELE Lou Hambly/DFW Division of Fisheries &. Wildlife Leverett Saltonstall Building, ...... ...I ..-. :;DEEP O............ BSEIt UAT.... IOT i HOLE LO' I nle Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.. Consistency,% ravel DEEP OBSERVATION HOLE LQG Hole#> ., Depth from Soil Horizon _ Soil Texture Soil Color Soil Other Surface(in) { "` (USDA) (Munsell)'' Mottling ' (Structure,Stones,Boulderes. —� Consistency,° Gravel 04 cv S �p 2 s Z. 7 L � � l 7 7- 77 DEEP OBSERiTA�'IONIOE t.00 role Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. nsistenc %Gravel DEEP OBSERVATION HOLE I.OG Hale# `� .._ _ Depth from Soil Horizon ,w $oil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,% ravel r � r Flood-Insurance Rate Map: _ Above 500 year flood boundary No 1/ Yes Within 500 year boundary No_ Yes 3� Within I00 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? }deg If not,what is the depth of naturally occurring pervious material? Certification I certify that on )0-I • (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.017. Signature..,, / �J Date 3-16'O-a Town of Barnstable P# Department of Health,Safety,and Environmental Services � Public Health Division Date 4„ 367 Main Street,Hyannis MA 02601 1NA83. lFt6 Date Scheduled Time Fee Pd. Soil Suitability Assessment for Sewage Disposal Performed By: (sa"!tr Witnessed By: 1)0nnet mioYQYte! 1' L( CATON & GENERAL INFORMATION Location Address C-I Owner's Name [✓✓< Address )2. 04IE ��dg� l�G/ Assessor's Ma /Parcel: Engineer's Name p h?a� 233; �4ycc /3 g NEW CONSTRUCTION REPAIR ellephonne#f� /__67 8 2— S 165 Land Use P&g/�/e/7 7/ I / Slopes(%) Q Surface Stones �O Distances from: Open Water Body <50 ft Possible Wet Area < ft Drinking Water Well <100 R Drainage Way IV114 ft Property Line 'C• Z 0 ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Parent material(geologic) Q/QC l Q f/D(%-levaJ A Depth to Bedrock > l �� � Depth to Groundwater: Standing Water in Hole: 7 2 Weeping from Pit Face LOW ?Z ' Estimated Seasonal High Groundwater ,51ev, 3 S' . t1 '�' t l�A-T, l is () S A :U1 L 1 'USA' 'El 'X'�4 Method Used: Depth Observed standing in obs.hole: 7 Z in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: 7 Z '� in. Groundwater Adjustment ft. Index Well aY_ ....... Reading Date:.___.._._ Index Well level.._ Adi.factor Adj.Groundwater Level_ `PERICOLA'I'�U►1�1'TEST' i;teES At�Titrie .. .. ..... 5 0/ s oe-) �e o 6 ��/nec� �0 e,.1 Observation Hole# Time at 9" /Q X.Depth of Perc / ` Time at 6" Start Pre-soak Time @ Time(9"-6") End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed /--� Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant DAVID W. & LINDA P. VANCURA Telephone 781-337-3526 1_ G l 12 OAK RIDGE CIRCLE J-7 (�� 77 WEYMOUTH, MA. 02188 February 9, 2000 Thomas A. McKean, R.S., C.H.O. Agent for the Board of Health Town of Barnstable Public Health Division 367 Main Street Hyannis, MA. 02601 RE: Notification-Order to Comply/Title V Seasonal Property 40 Nyes Point Way, Centerville Dear Mr. McKean: In response to your Order to Comply letter dated January 20, 2000, received January 29, this is to advise that we have contracted with South Shore Survey Consultants, Inc., Kingston, MA., to undertake the design and obtain the necessary approvals for a compliant septic system as per the Order. Considering lot size constraints, wetlands proximity, winter weather conditions, as well as all the necessary regulatory approvals required, the Order proposed completion schedule may be a bit aggressive; let me assure you, however, that it is our intent to act in good faith as the process permits. This seasonal property has been family owned and enjoyed for more than 40 years and it is our intent to continue to be responsible owners and "good neighbors". In the meantime, let me assure you that the existing system has been fully functional and annually maintained/serviced professionally and has, in our opinion, not been an environmental threat to abutting property. nce 1 , id W. Vancura t No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZIpprtcation for jDtgpogal *pgtem Congtruction Permit Application for a Permit to Construct( )Repair( ',)Upgrade(X)Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. -' 7O 7 90 -5079 y0 /vyE-s f'0//U7- w.s Y �/9v/,o 6&• Vogwaadi9 Assessor's Map/Parcel coo 3, SCOT/3 13 8 00!/6'-?4,.,Ooe tr evA Y 6 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.C78/J57a—a/?Uj SOUTi,�.5�0/lESyevrYL�p�vsvc-T�-r✓�S Type of Building: Dwelling No.of Bedrooms 0- Lot Size 10,G'U�O*sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 49 4:9 D gallons per day. Calculated daily flow //06•S gallons. Plan Date 3 —, 3 '-00 Number of sheets / Revision Date // Title �`�(�i 9 C X- OYS-1-1,6 5AL SX5 Z2EZ» 61 104nee9DE nESi 6-A) Size of Septic Tank 16-00 L?f}LLDaJ Type of S.A.S. LEf}r✓i�iz Description of Soil Nature of Repairs or Alterations(Answer when applicable) 2~CIE7 G /L EZ) �® ��d\ GF &QSCZARY p�® v RuSSELL Date last inspected: ' No.36043 V, Agreement: �°��9� t sS��'�® ,``'�® The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage dis1xt"'``C"( in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operatiogyntil ate` cate of Compliance has been issue by this Board of He th. � Signed a4tvwla, Date / Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued ---------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector --------------------------------------- No• Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mwtgpogai 6wem Congtructton permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date: Approved by i No Fee ' THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS y , f application for MizpaaY *pgtem Construction Permit Application for a Permit to Construct( )Repair Upgrade X)Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. �90 7 9 - 5e7/ �Q Nye��' 6�0/iVT' GfJ�1 � �Df?Lz�D GU • y�NGG�iE'/9 Assessor's Map/Parcel � , �,0�. 1-3�' / a- sfi /h�i E O Q,?6 Installer's Name,Address,and Tel.No. Designer's Name,Address and,Tel.No. /'7 F/,,5Y,7 60 7,V 02E st/"4e1,EYGpAv5U 7.5 sr. "Type of Building: ` Dwelling No.of Bedrooms , g ( )G' Lot Size l.�?Oft._ •. - -Garbage Grinder Other Type of Building No.of Persons "' Showers( ) Cafeteria( ) Other Fixtures t Design Flow c;?a2 U gallons per day. Calcula"t'ed'daily flow gallons. Plan Date ,3 -.1.3 -00 Number of sheets / `X Revision Date Title Size of Septic Tank /5�00 e7.G 4-04) Type of S.A.S. GE19CH Description of Soil S�tia bAXAAAA Nature of Repairs or Alterations(Answer when applicable) �G®U9� iG�� t NARY yG� LySS �ODL 7// ?i%L �T iG Sys TEJI') L • € a •� Ho:31iO4 ► i Q o� e Date last inspected: g �iST�`�` Ss, Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system t in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation ntil a Ce th rti i Cate of Compliance has been issue by this Boad of Hea . ,/�a%'�"� Signed f ! /11Z. Date 4 Application;Approved by Date Application'Disapproved for the following reasons Permit No. 4 Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS F i Certif irate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disp sal System Construction Permit No. dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector �W - --------------------------------------- No. Fee `THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Moozar tem Conotruction Permit Permission is hereby granted to Construct( )lRepair( )Upgrade( )Abandon( ) System located at and as'described in the above"Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5`and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: f,.c Approved by ., _� �- ,�.,: r_ ., p�.e�,�„auv.��.�kttr.�'.Y'S;Ya' ,j s..,di`;'s"i 4,t�•,'.n . 1 FORNI 9A - APPLICATION FOR LOCAL UPGRADE APPROVAL PAGE 1 OF 5 Commonwealth of Massachusetts C7A�iLJSTf3s�3 Massachusetts Application for Local Upgrade Approval Title 5, 310 CMR 15.000 DEP Approved form required by 310 CMR 15.403(1) To be submitted to Local Approving Authority/Board of Health: For the upgrade of a failed or nonconforming system with a design flow of < 10,000 gpd, where full compliance, as defined in 310 CMR 15.404(1), is not feasible. To be submitted to DEP: For the upgrade of a failed or nonconforming system with a design flow of 10,000 up to 15,000 gpd and/or for upgrade of a state or federal facility, where full compliance, as.defined in 310 CvIR 15.404(1), is not feasible. NOTE: Local upgrade approval shall not be granted for an upgrade proposal that includes the addition of new design flow to a cesspool or privy or the addition of new design flow above the existing approv'-d capacity of a system constructed in accordance with either the 1978 Code or 310 CMR 15.000. 1) Facility/system owner Name 04 y;10 G!J• �/i5►-�tJ GGl2� Address v Cvo ye goes s dl/ Phone I# 6740 9348-S079 -- Address of facility 410 kzv _'l APiA z— t-VAY �E�tITS�L/LSE' ✓Ylr9 - 2) Applicant (if different from above) Name Address Phone # 3) Type of facility residential _ commercial _ school _ institutional (Specify) DEP APPROVED FOR.Nt. 12107195 I FORM 9A APPLICATION FOR LOCAL UPGRADE APPROVAL PAGE 2 OF 5 4) Type of existing system __privy cesspoo (s) conventional system Other (describe) Type of soil, absorption system (trenches, chambers, pits,etc.) Ce.TSyon / 5) Design flow based on 310 CMR 15.203 a) Design flow of existing system Z2o gpd Approved? yes approval date no why? b) Design flow of proposed upgraded system I I O gpd/60e(rovm c) Design flow of facility Z 2,0 gpd 6) Proposed upgrade of existing system is a) Voluntary /Required by order, letter, etc. (attach copy) Required following inspection required by 310 CMR 15.301 (provide date !' inspection form was submitted to the approving authority) (date) b) Describe the proposed upgrade to the system / 70 O Ta .) SOW _1�0 _. �Q 5 F lCe a fl /rfw c) Which of the following are applicable to the proposed upgrade? yES Reduction of setback(s) (list setbacks to be reduced with proposed setback distances) Sed7�/c fGr� To 02eo/��Pr-f at /1�+G s�pf��` 4a"k io '-Pe)1/ /a' To $ Z,' S�s o -PA d 27 V/U Sol, �S >lS �o sum' cte 6ycf�� 50'fo 483' • S.S.S �o lye// 1oy' fo �3,.5' � Percolation rate of 30-60 minutes per inch (state actual perc rate) DEP APPROVED FOR.`t- 12/07195 FORM 9A - APPLICATION FOR LOCAL UPGRADE APPROVAL PAGE 3 OF 5 l�ES Up to 25% reduction in subsurface disposal area design requirements (state required & proposed size) #- a,r eel = 33 3.?3 �4,,S Relocation of water supply well (identify well, describe relocation) Reduction of required separation between bottom of SAS & high groundwater (specify proposed reduction & perc rate)6.74 0.0.7x;ile- kciq s e o-P Sef� Other requirements of 310 CMR 15.000 that cannot be met (specify sections of the Code) System upgrades that cannot be performed in accordance with 310 CMR 15.404 & 15.405, or in full compliance with the requirements of 310 CN1R 15.000, require a variance pursuant to 310 .CMR 15.410-15.417. 7) If the proposed upgrade involves.a reduction in the required separation between the bottom of the soil absorption system and! the-high groundwater elevation an Approved Soil Evaluator must determine the high ground water elevation pursuant to 310 CMR 15.405(1)(i)(1). The evaluator must be a member or agent of the local approving authority: Distance from soil absorption system to high groundwater feet As determined by: Evaluator's name Evaluator's signature Date of evaluation _ _ Z _p O DEP APPROVED FORM- 12/07/95 h„ f- FORM 9A - APPLICATION FOR LOCAL UPGRADE APPROVAL PAGE 4 OF 5 8) Notice to Abutters ^ No application for upgrade approval in which the setback from property lines or a private water supply well is reduced shall be complete until the applicant has notified all abutters whose property or well is affected by certified mail at least ten days.before the Board of Health meeting at which the upgrade approval will be on the agenda. Such notice shall include the date, time and place where the upgrade approval will be discussed. If the Department is the approving authority, then such notice to abutters must be completed prior to the date of submission of the application to the Department. The notices to abutters shall include a copy of the completed application form and shall reference the standards set forth in 310 CMR 15.402 through 15.405. List of affected Abutters: C oar,-ion u�E.IL Tl� o f /�'�iOSS. Abutter Name DIV. Date notified Address_/a0 Abutter Name Date notified Address Abutter Name Date.,notified Address Abutter Name Date notified Address 9) Explain why full compliance, as defined in 310 CMR 15.4040), is not feasible (each section must be completed): a) an upgraded system in full compliance with 310 CMR 15.000 is not feasible: 6ee.ays e fie /o� Is Sj»a/f b) an alternative system approved pursuant to 310 CMR 15.283-15.288 is not feasible: 6�cQvs e11 �sep�i:c sys�e,�, ��s�al o� 3/0 r- n /5.405' ' DEP APPROVED FORM- 12/07/95 j h FORIM 9A - APPLICATION FOR LOCAL UPGRADE APPROVAL PAGE S OF S c) a/ shared system is not feasible.: ) n 6e!�v$e f�Gre �s no sey o'e r, 71e� �7,,Je G SyS7"e^n Y-�a f,AC d) connection to a sewer is not feasible: 10) An application for a disposal system construction permit, including all required attachments (e.g, plans & specifications, site evaluation forms), must accompany this application. Is the DSCP application attached? �s_no 11) Certification "I, the facility owner, certify under penalty of law that this document and all attachments, to the best of my knowledge and belief, are true, accurate, and complete. I am aware that there may be significant consequences for submitting false information, including, but not limited to, penalties"or fine and/or imprisonment for knowing violations." z-0/ 'OLe Facility owner's signature Date '019y/'00 C,rJ• �NGuR19 Print Name Name of prdparer/ Dat 1 sotJ}`i' Share S Ur►✓ecf Cahs t���anl SJ �i7C Telephone # & address of prepares g I— 582— Z 6 6- NOTE: Title 5, 310 CMR 15.403(4), requires the system,owner or operator to submit to the Department a copy of the local upgrade approval upon issuance by the Board of Health and prior to commencement of construction. DEP APPROVED FORM• 12/07/95 (1/ .�' ' ►.� Town of Barnstable , v Department of Health, Safety, and Environmental.Services KAM Public Health Division 367 Main Street, Hyannis MA 02601 Office: 308-862-4644 Thomas A McKean FAX: 308-790-6304 Director of Public Health. TO: DAVID & PAUL VANCURA �C�� U 12 OAK RIDGE CIRCLE DATE: JAN.20, 2000 WEYMOUTH, MA. 02188 ORDER TO COMPLY WITH 310 CMR 15.00, THE STATE ENVIRONMENTAL CODE, TITLE 5. The septic system owned by you located at 40 NYES POINT WAY. was inspected on 05/20/96 by GARY RUSSELL a Massachusetts licensed septic inspector. The inspection of your septic system showed that your system has failed under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: FAILS AS SINGLE CESSPOOL AND IS LESS THAN 125 FEET TO A WATER WELL . The above noted system has been in a failed state for more than two years according to our records. You are directed to hire a licensed professional engineer(PE) to design a system that will bring the septic system in compliance with 310 CMR 15.00,The State Environmental.Code, Title 5 within fourteen (14) days of your receipt of this letter. . You are also directed to hire a licensed septic system installer to install the system components within thirty (30) days of your receipt of this order. You are further directed to maintain the system by hiring a licensed septage hauler to pump the septic system to prevent discharge of se.gage or efuc.it into u►e buildings, onto the surface of the ground, or in to surface waters: Any person aggrieved by any order issued by.the local approval authority may appeal to any court of competent jurisdiction as provided for by the laws of the.Commonwealth. PER ORDER OF BOARD OF HEALTH r--�_ �omas . McKean, R.S., C.H.O. Agent of the Board of Health Town of Barnstable r. :,..,- DAVID W. & LINDA P. VANCURA Telephone 781-337-352.6 12 OAK RIDGE CIRCLE WEYMOUTH, MA. 02188 February 9, 2000 Thomas A. McKean, R.S., C.H.O. Agent for the Board of Health Town of Barnstable Public Health Division 367 Main Street Hyannis, MA. 02601 - RE: Notification-Order to Comply/Title V Seasonal Property 40 Nyes Point Way, Centerville Dear Mr. McKean: In response to your Order to Comply letter dated January 20, 2000, received January 29, this is to advise that we have contracted with South Shore Survey Consultants, Inc., Kingston, MA., to undertake the design and obtain the necessary approvals for a compliant septic system as per the Order. Considering lot size constraints, wetlands proximity, winter weather conditions, as well as all the necessary regulatory approvals required, the Order proposed completion schedule may be a bit aggressive; let me assure you, however, that it is our intent to act in good faith as the process permits. This seasonal property has been family owned and enjoyed for more than 40 years and it is our intent to continue to be responsible owners and "good neighbors". In the meantime, let me assure you that the existing system has been fully functional and annually maintained/serviced professionally and has, in our opinion, not been an environmental threat to abutting property. nce 1 , id W. Vancura 0 C AMESS N P 012 4L SYSTEM Novi' 2, RECEI!!�� »4 ''r MAY ? 3 1996 ***%&WEPT. TOWN OF EARNSTAUE This Subsurface Sewage Disposal System Inspection Has Been Performed In Accordance With The State Environmental Code " TITLE V " 310 CMR 15.300 thru 15.303 March 1995 Revised: 8/15/95, 11/03/95 By outh hore urvey Consultants, Inc. Registered Land Surveyors & Civil Engineers ` 167 R Summer Street • Kingston, MA 02364 (617) 934-7553 (617) 582-2185 FAX (617) 582-2239 yt � i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION� 'Pb 1. Zl`4��� S/ Dav;el Gt/. i/4rl�+vre�. 0 Property Address: Los` 13$0i(r1VyeS /E t?d, Address of Owner: Date of Inspection: 5- /7- R G d different /2 p (� ) Wey,,OmOA M.4, Name of Inspector: &a ry Fbsse Name of Owner:es-�Q fe o-P Pose: V•rnc rce Company Name,Address and Telephone Number: SOUTH SHORE SURVEY CONSULTANTS,INC. 167 R Summer Street,Kingston,MA 02364 (617)582-2185 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-s' a age di ,osal systems. The system: Passes _,, 1/L zyolm CGB V 11D Conditionally Passes ' (� ro)' i� Needs Further Evaluation By TheWcal Approving Authority MAY ? 3 1996 Fails HEALTH DEPT. es TOWN.OF BARNSTABLE Inspector's SignatureCLLt� �w �( Date: $ -2 O- Q 0 The System Inspector shall submit a copy of this inspection report to the Approving Authority within thirty (30)days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer,if applicable and the approving authority. INSPECTION SUMMARY: Check A,B,C,D,or E: A) SYSTEM PASSES: I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303. Any failure criteria not evaluated are indicated below. B) SYSTEM CONDITIONALLY PASSES: One or more system components need to be replaced or repaired. The system,upon completion of the replacement or repair,passes inspection. (revised 11/03/95) 1 i . 1 r i. SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: L o 13, 01010 NY,�s wEe/r' %?04D Owner: E.rf.04 e-P Ro.3 a YQnco -a Date of Inspection: 17-` 6 B) SYSTEM CONDITIONALLY PASSES(continued) Indicate yes,no,or not determined(Y,N,or ND). Describe basis of determination in all instances. If"not determined",explain why not. The septic tank is metal,cracked,structurally unsound,shows substantial infiltration or exfiltration,or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as approved by the Board of Health. Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced The system required pumping more than four times a year due to broken or obstructed pipe(s). ;The system will pass insp'ection.if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed C) FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health,safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: yES Cesspool or privy is within 50 feet of a surface water N Cesspool or privy is within 50 feet of a bordering vegetated wetland or salt marsh. I (revised 11/03/95) 2 i • SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: L o-/ 13 O/ ' i1/l'E's A1,65CIt 00,4,0 Owner: Es A, -le, a 7 Joo' s e 1te0 n e v ra. Date of Inspection: C) FURTHER EVALUATION 1S REQUIRED BY THE BOARD`OF HEALTH(continued): 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH(AND PUBLIC WATER SUPPLIER, IF APPROPRIATE)DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: a , X/0 The system has a septic tank and soil absorption system and is within 100 feet to a surface water supply or tributary to a surface water supply. /110 The system has a septic tank and soil absorption system and is within a Zone I of a public water supply well. J✓V The system has a septic tank and soil absorption system and is within 50 feet of a private water supply well. Nd The system has a septic tank and soil absorption system and is less than 1011 feet but 50 feel or more from a private water supply well,unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. 3) OTHER D) SYSTEM FAILS: I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis for this determination,is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. Liquid depth in cesspool is less than 6" below invert or available volume is less than 1/2 day flow. (revised 11/03/95) 3 ' SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: G o-1 /3 J ©ref' NYrS /V,ffCA7 R0.4 D Owner: E'S fa7e m-P �7O 3 e. Vme)C,, -I Date of Inspection: 5--/7- 9 6 D) SYSTEM FAILS(continued): Required pumping more than 4 times in the last year NOT clogged or obstructed pipe(s). Number of times pumped Any portion of the Soil Absorption System,cesspool or privy is below the high groundwater elevation. Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone I of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis If the well has been analyzed to be acceptable,attach copy of well water analysis for coliform bacteria,volatile organic compounds,ammonia nitrogen and nitrate nitrogen. E) LARGE SYSTEM FAILS: The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater(Large System)and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: The system is within 400 feet of a surface drinking water supply. The system is within 200 feet of a tributary to a surface drinking water supply. The system is located in a nitrogen sensitive area(Interim Wellhead Protection Area (IWPA)or a mapped Zone II of a public water supply well). The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information. (revised 11/03/95) 4 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: L e T� /3� O{��' /Vr�s ,�1/�'�A- V?O,Q p Owner: Es 7. '4 - d �' �e s e Vc+�c c,•-•• Date of inspection Check if the following have been done: Pumping information was requested of th owner ccupant,and Board of Health. 1,/"- None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. i As built plans have been obtained and examined. Note if they are not available with N/A. The facility or dwelling was inspected for signs of sewage back-up. The system does not receive non-sanitary or industrial waste flow. The site was inspected for signs of breakout. All system components,excluding the Soil Absorption System,have been located on the site. The septic tank manholes were uncovered,opened,and the interior of the septic tank was inspected for condition of baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge,depth of scum. ✓ The size and location of the Soil Absorption System on the site has been determined based on existing information or approximated by non-intrusive methods. The facility owner(and occupants,if different from owner)were provided with information on the proper maintenance of Subsurface Disposal System. (revised 11/03/95) 5 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: Ga� / , o PP NYES Nye� �DAQ Owner: ers/,ale e �ost �/anc�ra Date of Inspection: S— !'�• 6 FLOW CONDITIONS RESIDENTIAL: Design flow: 220gallons t ${ ^dew Number of bedrooms: 2. Number of current residents: O ` Garbage grinder(yes or no): YES Laundry connected to system(yes or no): Seasonal use(yes or no): Water meter readings,if available: MrZ L W,9 T eFt' Last date of occupancy: Sep /. 95 COMMERCIALANDUSTRIAL: Type of establishment: Design flow: gallons/day Grease trap present(yes or no): Industrial Waste Holding Tank present(yes or no): Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings,if available: J Last date of occupancy: OTHER: (Describe):. Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: LcvS � Ppurr►w cd 8 - Z 8- Q S 16s0 gra��O�+s) (Own sr> System pumped as part of inspection(yes or no): If yes,volume pumped: .So gallons Reason for pumping: I-exgir rs.d -re r Ge t S po o is (revised 1 i/)3/95) 6 SUBSURFACE SEWAGE.DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: Go 81 070P AIXFr Ale—CA- ROAQ Owner: Es fa fc o 9Qo s e Vag c v r.c Date of Inspection: TYPE OF SYSTEM Septic tank/distribution box/soil absorption system _�/ Single cesspool Overflow cesspool Privy Shared system(yes or no) (if yes,attach previous inspection records,if any) Other(explain) APPROXIMATE AGE of all components,date installed(if known)and source of information. Sewage odors detected when arriving at the site(yes or no): /VO SEPTIC TANK: (Locate on site plan) Depth below grade: Material of construction: concrete metal . FRP other(explain) Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity,evidence of leakage,etc.) (revised 11/03/95) 7 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: /VY.e J i"14,1c/t J Owner: gs -Ia-.Ac Date of Inspection: 6—_ /.7_ 9 6 GREASE TRAP: (locate on site plan) Depth below grade: Material of construction: concrete metal FRP other(explain) Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Comments: (recommendation for pumping,condition of inlet and outlet tees or baffles,depth of liquid level in relation to outlet invert,structural integrity,evidence of leakage,etc.) TIGHT OR HOLDING TANK: 12Q (locate on site plan) Depth below grade: Material of construction: concrete metal FRP other(explain) Dimensions: Capacity: gallons Design flow: gallons/day 4 Alarm level: Comments: (condition of inlet tee,condition of alarm and float switches,etc.) (revised 11/03/95) 8 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: /V4ECA- jgp�0 Owner: Po s e Yam a v�^q Date of Inspection: DISTRIBUTION BOX: �J (locate on site plan) Depth of liquid level above inlet invert: Comments: (note if level and distribution is equal,evidence of solids carryover,evidence of leakage into or out of box, etc.) PUMP CHAMBER: (locate on site plan) Pumps in working order(yes or no): Comments: (note condition of pump chamber,condition of pumps and appurtenances,etc.) SOIL ABSORPTION SYSTEM(SAS):. , (locate on site plan,if possible;excavation not required,but may be apgroximated by non-intrusive methods) If not determined to be present,explain: Type leaching pits,number: leaching chambers,number: leaching galleries,number: (revised 11/03/95) 9 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: �0 7� /3 o P,40 NrEs >VFc- Owner: ers to Date of Inspection: SOIL ABSORPTION SYSTEM(SAS): Continued leaching trenches,number,length: leaching Gelds,number,dimensions: overflow cesspool,number: Comments: (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) CESSPOOLS: YES (locate on site plan) Number and configuration: Depth-Top of liquid to inlet invert: 72 Depth of solids layer: S '' Depth of scum layer: Q " Dimensions of cesspool: ,S 'aria 6��er� 6 G ev'-n /;V v� Materials of construction: b/OC 4- Indication of groundwater: 14010 1`nflow(cesspool must be pumped as part of inspection): /VO Comments: (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) Sees Gtuere Aosed etnd ev-o,oed 710 y^O_ r-novo- Soil Goes roo9S (revised 11/03/95) 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: Le /3, OY01 /1/YE,3 IVWC& %?OAQ Owner:'. Va r)a vr.,t Date of Inspection: ,�-_ �-�_ 46 PRIVY: -� (Locate on Site Plan) Materials of construction: Depth of solids: Comments: (note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.) DEPTH TO GROUNDWATER Depth to groundwater: feet Method of determination or approximation: U S t d k a n d t t ye-( ?or -re, t.[.'t 7��ctn 44Y .40 Q r oewv-) al e.-6ovG c S yo0 o �. (revised 11/03/95) 11 . � Privc. e Well D /V Z SUBSURFACE SEWAGE DISPOSAL SYSTEM INSP �TION FORM PART C SYSTEM.INFORMATION (contin ed) Property Address: L o� /3, O-'t�' "VY—Ars /V,EC ROAQ Owner: /post v'rnetivra Date of Inspection: S-17 '7 6 . r SKETCH OF SEWAGE DISPOSAL SYSTEM: IVO T 7-0 S C A L 5 include ties to at least two permanent references,I;tndmarks or benchmarks I locate all wells within 100' r, a m cess POOL ' of l TIN6 Pond T Wo SEDROo rn 2 2' l -pe roR � _ y 6ESSPOOL (revised 11/03/95) 12 T . c PAR Real Estate System - General Property Inquiry Help It Parcel Id: 233 013- - Account No: 144908 Parent : Location: OFF NYES NECK Neighborhood: 52WC Fire Dist : CO Devel Lot : C e�-���� Lot Size : . 23 Acres Current Own: VANCURA, DAVID W & State Class : 101 VANCURA, PAUL D No. Bldgs : 1 Area: 704 12 OAK RIDGE CIRCLE Year Added: WEYMOUTH MA 2188 Deed Date : 110196 Reference : 10501162 January 1st : VANCURA, DAVID W & Deed MMDD: 1196 Deed Ref : 10501162 Comments : Values : Land: 68300 Buildings : 39900 Extra Features : 4000 Road System: 40 Index: 1112 (NYES POINT WAY ) Frntg: 100 Index: ( ) Frntg: Control Info: Last Auto Upd: 020997 Status : C Last TAGS Update : 010997 Land Reviewed By: Date : 0000 Bldgs Reviewed By: Date : 0000 Tax Title : Account : Taken: Account Status : Hold Status : Cancel Press XMT for more data Next screen PAR Action Owners Name Road Index Road Name Parcel Number 233 014 RCV F (GE) 1 �w i - - - x:u:�_-o -.-nr..s•'7r•.,.m-.,a">:.:1.a:+.,-.cam +-r+£-a i .► " - b' 9 .t •. yi•. t`r.*,t,'r` 4k�i" 'L s --�, ""mow..-,«^`� .eiy�'� 4 •- �y� cam,-,.syry-a_ •.C�'...T lA- •t .. ,r'�'-3. 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Af�}•yIa•�: _ _ S _4��.,;' �' M�:-ti, •■ _ ;.•,_'az � �L.4.a... �� 9't�� q_�.SAi� 'Y-ct�_�':. � �v -:L �,J 'f:: ' I�� S- •' _•4►._ V�i�it .•i7t �'a SECTION A�-A Prop. grade- JOB NO. B80 „_ RZASA.c�wG 01 Use 410 filter fabric over stone � "� � Top stony=14.0*�Top C4 units Existing Grade 1. LC!C!1S IS A.M. 267, 107. NOT TO N V) Peo stone not needed SCALE `- DECK 2. ELEVATIONS SHOWN ARE ASSIGNED. '�ra) viffe 3. LOCUS IS IN FLOOD ZONE B ON FIRM DATED JULY 2, 1992. gsoch Smi+ S - - - - - -- -- 14.0 BENCH MARK--TOP NW CORNER 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. "UNLESS NOTED' Rc1. t' 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 'S 00 - - - ` - 12.0 CONC. SLAB= 12.93 ASSIGNED M1 C� <� 2.5' Around & Under 6. COMPONENTS TO BE AASHTCi H-10, UNLESS NOTED. q, 7 m Removal 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". n - - -- - - - -J 8. IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW Impervious Sorrier r` D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. Required fill will BUILD LIP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE. impact end of ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. LOCATION MAP Exist. Deck ��� 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. N/F �c,� � 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, 1,98 APPLEMANCy CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. :: '':;• 12. N OVER CALLED OR O I MATERIAL FOR 5' AROUND AND UNDER LEACHING 1 3 TEST HOLE IF A DIG IS E F BELOW, FILL MAT£R R INSPECTION/PERC SCHEDULE S GAP40 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).E:? 13 PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL BUCK AND STONE IN BOARD OF HEALTH REQUIRES / 3 s�?s �. \ :` LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) R.J. CADILLAC TO INSPECT. V a k C` C y( 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 12.9 1. AFTER SOILS REMOVED Q° 1190 x 12,3 1p4Q °" F-C TEST HOLE DATE: August 24, 2000 s C4 Fill AND PRIOR TO PLACING a= c+ A BENCH MARK-STOP WOOD STAKE PERFORMED BY: Ron Cadillac, Sail Evaluator CLEAN SAND COARSE �� o� -, 13.7 'SET FLUSH= 13.85 ASSIGNED 13.06t WITNESSED BY: Donna Miorandi, IRS 60" SAND ti PERC' RATE: <2'/in.(assumed in coarse sand) P r< 2 6 {STANCE 15 22'-9 1/2" OFF cnaaGE CORN.) TOP FOUND. C1 layer 12,5 7 x 13'7 .SOIL SLIRVEY�1.9937• Carver coarse sand y� '� ?xi ... Invert B 11.61 GEOLOGIC` MAP(198$): Barnstable plain deposits p 2. FINAL INSPECTION PRIOR �' `� r x 13.8 , bonds peat TO BACKFILL. 1 ;�.;;,:,, Invert C 11.11 suitable material / �t:... �t 12S 1 *r.�:... x x 14 N F Invert tt].E6 •.�•::::... Exist. pipe �•. MELLEN 4versee as Baffle Invert 13,63 5 CULTEC Cw 4 UNITS 1Q13" 3.3 :::.. C2 layer 2.5y 6/8 provide 8 :over c 12 4�k. w:%ti " „ Propose• medium gorse 'OUf�=M4' k 4 I x ''4.1 S=1/4 /ft min. min. Coetrjil 14.0-Top C4 unit sand w/wtter ::.. x 11.66 / i ::... 1 / 13.Oq ( MAKE Top Stone use TH 2 for F A -3 3 " I FACTOR wtter elevation �'" f nvert 10.91 1100 Ga - - - - - // // 1 C` �� 13, , Proposed WATER PROOF Sanitary 4„ 1a6" -0.1 r 2,0 rOW/ ( Bottom�65,41 Tee G' x 11.48 N x 1 ,3 ;.:... �C� ;:': �, qGF. ( Proposed 13.3 TEST HOLE 2 2f w u/q Invert 13.$0 Invert 13.63 F d• J x 13 13.8 ��. tQf1 ' rJf CC+n",pCICt ProposedProposed Bottom 1 13 1 3 �' _ , I l r`o G.C�' DEPTH (inches) ELEV.(feet) 13,5 1j, �� 13,2 3 3 DEEP IMPERVIOUS r14' i C-10, ( �'3 - 11 I _I i- 0 a 0 13.4 LOT 1 3 • 12,98 r El. $.0 observed water X 11.40 1P.1 �� BARRIER--120 L.F. OF in swomp on 12/15/00 Fill q 40 MIL AFCO VINYL �+ ^ < Day after heavy rain. 15" 11 9 6 5>Q ± S . F. �` h"� TOP F FLASHING, OR EQUAL. DESIGN DATA A I•'rr 10yr 3/2 �.1 �- 3� ,� � TOP FLA.�HING=TOP 25" sand loom 1.20 1 2 X 1?,7 �V STONE=14.0, GRADE OBSERVED WATER=6.7 / ea co ABOVE BARRIER-14.5 BEDROOMS: 3 B I�omy sand/$ �e of rn 1P.79 x 13.3 NO SLOPES STEEPER 'LEACH AREA 8.8 L,S.> B9r• ¢9a� THAN 3:1 OUTSIDE GARBAGE GRINDER: No USE 5 CULTEC C-•�4 UNITS WITH $44F1 �� © TH I THE BARRIER. GRADE REQUIRED CAPACITY: 330 GPD 1 9 ABOVE LEACH=14.7 j SEPTIC TANK: 1500 GAL. 3' OF STONE ON THE SIDES AND 1' C layer 2•5y 6/3 11,72 1 3 Q 12 43 BOTTOM LEACHING AREA: 420 SF STONE ON THE ENDS, FOR A 42' coarse sand 13,0 42' X 10' BY 10 BY 4 DEEP LEACH AREA. 12,20 gk49s x 13 SIDE LEACHING AREA: 34.3 SF 2.5' REMOVAL x 12 ll N/F [2(10'+ 42') X 0.33' DEEP)) 80" observed water 6.7 12-55 4,6,� 3,0 x 142 TAYLOR DESIGN CAPACITY: 336 GPD DO 2.5' ALL AROUND REMOVAL [(420 SF + 34.3 SF) X .74 GPD/SF] DOWN 55"t TO COARSE SAND. 112" 4.1 MAXIMUM FEASIBLE COMPLIMICE APPROVALS REQUESTED. x 12.40 x 13.4 PUMP CHAMBER STORAGE CAPACITY: 330 GAL. 1. VARY LEACH AREA TO PROPERTY LINE BY 4' (6' PROVIDED). m 13,40 DOSES PER DAY: > 4 BUOYANCY CALCULATIONS 1500 GAS,,. H-10 VARY LEACH TO SLAB BY 1.2 ($.8 PROVIDED). WEIGHT 4F EMPTY SEPTIC. TANK AND �� r OF COVER PROPOSED LEACH IS 15' OFF OF CRAWL SPAC . BUOYANCY CALCULATIONS--PUMP CHAMBER TANK= 5.74 TON (PER SHOREY) X 12,37 9" COVER=.75' X 5.67' X 10.5' X 0.055 TON/CO. FT. 310 CMR 15.211 (1). ALARM 4; PUMP NOTES WEIGHT OF EMPTY CHAMBER AND 12" OF COVER 9" COVER=2.45 TON 2. VARY 2 1/2' OF REMOVAL (2 1/2' PROVIDED). 3.10 CMR 15.255 (5). CHAMBER= 4.12 TON (PER SHOREY) TOTAL= 5.74 TON + 2.45 TON = 8.19 TON I VARY COVER OVER LEACHING TO BE 8" TOTAL. 310CMR 1 CI OV X X SEPARATE CIRCUIT FROM PUMP. / 5.240 (91). 131 A. ALARM TO WIRED BY ELECTRICIAN ON 12" CER= 1' 4.83' 8.5' X 0.055 TON CU. FT, WEIGHT OF WATER--HIGH GROUNDWATER DOWN 13,4 2. ELECTRICAL WORK TO BE INSPECTED BY 12" COVER-2.25 TON (10.2 -6.41) X 5.67' X 10.5' X 0.0312 TON/CU. FT. WIRING INSPECTOR. TOTAL- 4.12 TON + 2.25 TON = 6.37 TON WEIGHT WATER= 7.04 TON 3. ALARM TO BE LOCATED IN HOUSE. WEIGHT OF WATER--HIGH GROUNDWATER DOWN TANK AND S" COVER ARE HEAVIER BY 1.1 TON. H--10 1000 GAL. PUMP CHAMBER 4. PUMP TO BE CAPABLE OF PASSING (10.2 --6.1) X 4.83' X 8,5' X 0.0312 TON/CU. FT. 1-1/4" SOLIDS AND INSTALLED IN STRICT WEIGHT WATER= 5.25 TON MAKE FACTORY WATER PROOF DRILL 3/8" WEEP/VENT HOLE CONFORMANCE VdTH MANUFACTURER'S TANK AND 12" COVER ARE HEAVIER BY 1.1 TON. SPECIFICATIONS. SITE PLAN -- f'01)e 5. USE MEYER MW.SG+, 1/2 HP PUMP, OR EQUIVALENT. Invert 10.6 CHECK VALVE FOR ALARM 32" ON 28" THIS PLAN IS A VALID COPY ONLY IF IT BEARS OFF 24"[._ AN ORIGINAL RED STAMP AND SIGNATURE. KENNETH A. & MARY M . RZASA Bottom3.10 6" STONE LINDER i�i GENE1 ��(NOFMIS 9 ��,ZHOFk4gsq sc LOT1 3t 67 GLEN ROAD, W. HYANNIS1 OR t , MA � c � �o R A °� R D p �j C cV /� 1f f CFI 1 TEST HOLE LOCATION, NUMBER E E SE TFMBER , 200 q 0 SCALE. 1 `20 ---W--- WATER LINE MARKINGS C 0 G GAS LINE MARKINGS (IF SHOWN) # 1 60 0#35779�� -E- OVERHEAD ELECTRIC: WIRES (IF SHOWN) GIST ER <1 �FSs\o o� x a.5 x 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) S-INITAR N SURVEY RONALD J. CADILLAC, PLS, RS ,,-r-5--•- EXISTING CONTOUR 1 Z1 2-cl � ��, PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN __,__gam--"- PROPOSED CONTOUR P.O. BOX 25$ QJ UTILITY POLE (IF SHOWN) WEST YARMOUTH, MA 02573 x - FENCE (IF SHOWN, NOT ALL SHOWN) y TREE (IF SHOWN, NOT ALL SHOWN) REV. 12/29/00--LEACHING, RESERVE, PERC. HEALTH AGENT APPROVAL DATE (508) 775-9700 REV. 10/05/00--ABUTTING HOUSE ADDED C 2000 BY R.J. CADILLAC PAGE 1 OF 1 NOTES _ LEGEND 6 NORMAL HIGH WATER LEVEL ALARM 1. DATUM IS NAW 88 SYSTEM PROFILE (AUDIBLE AND VISUAL) TO BE SET FOR 2. MUNICIPAL WATER IS NOT AVAILABLE 5er Ice Rd 99 - EXISTING CONTOUR 3/5 OF SYSTEM CAPACITY, ALARM AND PRESS TO SILENCE SWITCH ON PANEL p X 99 (NOT TO SCALE) o o NSIDE BUILDING. LOW VOLTAGE FLOATS, 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. EXIST. SPOT ELEV. o o � SIMPLEX PANELS, MEYERS OR EQUAL. -[99)- PROPOSED CONTOUR 4. DESIGN LOADING FOR ALL PROPOSED PRECAST PROP. 24" 0 CAST UNITS TO BE AASHO H-2( [98.4] PROPOSED SPOT EL. IRON WATERTIGHT FENCE OR Locus TOP FOUND. EL. 42.8' COVER TO GRADE RAIL GUARD 5. PIPE JOINTS TO BE MADE WATERTIGHT. TH1 \ MINIMUM .75' OF WHERE >30" 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE 40.0 // REVEAL Cz TEST HOLE COVER OVER PRECAST WITH 310 CMR 15.000 (TITLE 5.) c Qy SLOPE OF GROUND ^` ii i TT%��i T` i ^° KEYSTONE � m 2% ` ` ` , 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND Q+ I I ��� WALL OR NOT TO BE USED FOR LOT LINE STAKING OR ANY Wequaquet �' INV. IN 38.0' 4 EQUAL OTHER PURPOSE. Lake C� UTILITY POLE 3500 GAL. H-20 S/T _ FIRE HYDRANT *39.8' GEOTEXTILE - 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING TIEBACK J5 O, �f 3�5 TOTAL CAPACITY 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOTOF ALARM ON HEALTH AND PERMISSIONPECTION OBTA NEDYFROMRBOARD OF 38" HEALTH. m: ' HIGHWATER EL. 33.9' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR *THE INSTALLER SHALL VERIFY THE LOCATIONS OF EL. 32.42' CALLING DIGSAFE (1-888-344-7233) AND VERIFYING LOCUS MAP ALL UTILITIES AND ALL BUILDING SEWER OUTLETS o0o c�00000 THE LOCATION OF ALL UNDERGROUND & OVERHEAD AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION o00000 oo0 0r� ^O�oToco Co PACTION.CRUSHED STONE OR UTILITIES PRIOR TO COMMENCEMENT OF WORK. OF SEPTIC SYSTEM. INVERT OUT OF DWELLING IS TIGHT TANK K. SCALE 1 2000't APPROXIMATE. PLUMBING TO BE RAISED IF 11. EXISTING LEACHING FACILITY SHALL BE PUMPED NECESSARY. (2 5 SLOPE MIN,) (NOT TO SCALE) ANDSAN REMOVED OR PUMPED AND FILLED WITH CLEAN ASSESSORS MAP 233 PARCEL 13 .. WATERPROOF/WATERTIGHT 12. LOCUS IS WITHIN FEMA FLOOD ZONE X FOUNDATION SUITABLE 5' TIGHT TANK INSTALLER TO VERIFY THE ELECTRICAL SYSTEM IS SUITABLE FOR ALARM CONNECTION. ELECTRICAL (0.2 PCT ANNUAL CHANCE FLOOD BUOYANCY CALLS: PERMIT REQUIRED. HAZARD) AS SHOWN ON COMMUNITY H-20 3500 GAL. ST WEIGHS 33,045 LBS 13. WETLAND FLAGGED BY BRAD HALL OF BLH PANEL #25001 CO562J DATED 7/16/2014 1 .5 x 16.5 x 7.5 X 62.4 = 11 ,583 LBS UP (OK) USE WATER ELEVATION OF 33.9 AT BEARSE'S POND ENVIRONMENTAL CONSULTING. BENCHMARK: P`� MAP P RCEL 14. DEWATERING REQUIRED FOR INSTALLATION OF CEMENT BOUND TIGHT TANK. PROVIDE SILT CONTAINMENT AS =35.0' NAVD88 B JAMIN FASTER NECESSARY. DB 23216 PG 318 15. WHEN SEWER SYSTEM BECOMES AVAILABLE, THE MAP 233 PARCEL 70 OWNER SHALL CONNECT TO SEWER WITHIN 30 DAYS COMMONWEALTH OF 24.00' 164.04' i 11 SYSTEMAND TIGHT TANK SHALL BE ABANDONED/REMOVED. TIGHT TANK NOTES: MASSACHUSETTS WELL -� BOAT LAUN H ' DEED RESTRICTION REQUIRED FOR USE OF TIGHT TANK. DWELLING 1488 PG 231 IS SEASONAL USE ONLY AND IS NOT TO BE OCCUPIED FOR MORE THAN SIX MONTHS OUT OF THE CALENDAR YEAR. AN OPERATIONS \�s \ � 7 AND MAINTENANCE PLAN WILL BE REQUIRED FOR THE LIFE OF THE ' � `Y SYSTEM. TANKS TO BE PUMPED AS REQUIRED AND ALARM TO BE PD �� INSPECTED 1 TIME PER YEAR. v s TIGHT TANK SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE '- a WITH 310 CMR 15.260, AS AMENDED. �� S yi S 1 EM Dr_3I'N. GARBAGE DISPOSER IS NOT ALLOWED LAWN VARIANCE REQUESTED: I ��� DESIGN FLOW: 2 BEDROOMS @ 110 GPD = 220 GPD UNDER MAX. FEASIBLE COMPLIANCE 15.405: 0 � S USE A 330 GPD DESIGN FLOW (1 a): REDUCTION IN SETBACK, SEPTIC (TIGHT) TANK TO LOT LINE (10' TO 6') 2�X SILK F / 1-0 (1b): REDUCTION IN SETBACK, SEPTIC (TIGHT) TANK TO FOUNDATION (10' TO 5') ` ^�kv BAS MEN T X TIGHT TANK: 330 GPD (5) = 1650 TOWN OF BARNSTABLE REGULATIONS: 360-1: cEss o MIN. 2000 GAL TIGHT TANK CAPACITY REQUIRED REDUCTION IN SETBACK, SEPTIC (TIGHT) TANK TO WETLAND, 100' TO 30.6' �} r m USE A 3500 GAL TIGHT TANK c� y DECK 00 cp 40 � RETAINING ALL �� MA KEYSTONEE AR o �� 64 52' APPROVED DATE BOARD OF HEALTH MA 233 P EL COMMONWE TH of TIGHT TANK SITE PLAN MASSACH SETTS 0 DB 1488 P 231 OF O o' / P TE: CONTRAC R To #40 NYES POINT WAY u 51 R VIDE SHORI AS CENTERVILLE, MA O I o_ REQU NT DAMAGE TO EXIST NG 1 I ; PREPARED FOR I f ) BUILDING FOUNDATION CRAIG VANCURA *. I O r DATE: JUNE 6, 2017 ' REV: JUNE 29, 2017 14. 0 � N �s RA�AQ �Cy'� HOFMtiS ,���NOFMggS9c �t''�cNpFMis,,� off 508-362-4541 i DANIEL GIN� o� � � ti� 4r s�� Wt-W4 EL DANIELA , L~ y fax 508-362-9880 A. �� DANIELA. n, c� A- OJALA a� downcape.com TANK DETAIL ,} o�r ,0 OJAI-!', CIVIL oJA�a No.40�380 No,40 0 No,46502 C11li._ _ d�Wn cape engineering Inc. „ r No.46502 1 1" = 10' Scale: = 20 `` �� r S��°y�/ Fps, . is-is _ civil engineers SU4VE, >� OSURV � �� -NAi s tiR Grp'. land surveyors 0 10 20 30 40 50 FEET V`�' �`'� 939 Main Street ( Rte 6A) DCE 17-07� DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 # 17-077 a SOIL TEST PIT DATA.• SEPTIC TA1 W DETAIL"1500 GALLON X/A-100 ZABEL FILTER D.IS'T�41BOYON BOX DETAIL• H 20 LoADwG ` LEACHING . FIELD DETAIL: REVIs1oNs• rNDrCATES rNDrcATEs � INDrcATEs No. DESCRIPTION DATE ' MT PIT PERC T?�'T OBSERVM NOT TO SCALE 4 INLET AND ot>TLET TEES �» BLS CAST .TR+ON NOT TO SCALE GROUND WATER SCM. 40 PVC OR CAST-IN-PLACE CONCRMT. NOT TO SCALE 1 T s r0 UNDER JMMMLE COVER WITHIN 12" 6-6 ormars - No. OF OUTLETS-TEST PIT H-20 LOADING RMWVANZ z WALLs 5 FINISHED GRADE cRn El, 40. 5 OF,END WALL COMB � � NOTES: 5. RAmjamNDED MANUFACTURER-" PRh1CAST; O G W. ,EL 34.5 NO= 1. sR��ro1 AA ciD�� STEEL im M OR APPI O VZD. AWAL o:v :•.; :v. ..v�.v':.v.: P L liLW BOX IV WTAMP H-SO LaADZ Ci. FILL T�iIREE (s) 20" MANHo1� s. TANK sNAr.L BE QED wrrx SEAL T CAP ENDS A , pM vma Dv�.ar Taa OR au�a�ta yea swPa INDICATM CONIURYA.II�E WrM AS'TY 4 PVC SCH 40 F a D IN or P,�a axcarus o.ae FT/�'I' OR Dy GENERAL NOTES.• 8 Z � TAMC IV W17WTAAED N-MO LOALM STANDARD C l2,2�'-9.2 �: J6- ° a » 8' 3-50 Buz "S' " 8 PIRST 2w 1Pl'br OF PIPa OUT OF DZ'S7. •• • lE a •�9� • ♦♦ c BOTTOM ••• e DEPTH A SANDY LOAM s ALL PIPE CONNEC770N.5 AND CONC= OUTI.ST MANHOLE COVER BROLtGHT � PUYPlD sYSTa1[ � � °� o � � s EFFECTIVE THIS PLAN IS FOR DESIGN AND 10 YR 3/2 RETE' C011�STRUCTION SHALL BE ?b wnmw 6" OF FINLSH GRADE B- CONSTRUCTION OF THE SEWAGE • 16" WAT�aeTIGx�: ''Lv'�" 'm�`cova� ��- ••.r• • - , .. . _ �r 7n Ba LAID LaYaL DISPOSAL FACILITY ONLY. '- 8" �°� ��°°� `�°'� °'� ° - Raro�ora�aD Y.AWACnQU11-M70" 25. 0' ALL CONSTRUCTION METHODS AND B SANDY LOAM f__ .• Ba77lOy oN LaVdZ 2 OR APPJi1101>A'D EWUAL ELEV.- 40.63 PROFILE 4" PERFORATED PVC SHALL HAVE AMATERIALS SHALL CONFYIRM TO MASS.10 YR 518 10-O" ! d MAXIMUM ORIFICE DIAMETER OF 5/8"1V17R W HATER 120 STANZ BASX 6. ALL PD°a COAMMC AAU AND COACRE'Ta MEASURE SLOPE AT THIS POINT. » D.E.P. TITLE 5 AND LOCAL BOARD26" " CIDRSTRL>L'MN SHALL Da IIATRRTJ B7 MINIMUM ORIFICE DIAMETER OF 3/8 .G" SANDY LOAM ! 1s 8" LSvsJ PLAN YIEII Q jm►t s/4 7v OF HEALTH REGULATIONS.5 6 --�- A-10018 1 JA' S717A�d 15 MIN. CLEAN FILL Y 6/ T ZABEL � �-.--- LOAM do SEED SCH PIPES ORSE CBE 4" PVC R. : ' 0 11VI.L'1' TEE FILTER O �--- SIO J/P"---� 2R MI ISM GRADE �J o -' I - - MAX 3 9 (MIN) 4. THERE ARE NO KNOWN WELLS 4'-0" ar�x s `O "s-6" in s 1 ;.` e '4 2» MIN. of i » TO PROPOSED LEACHING FACILITY NOR LJ`?UID DEPTH Lw „� " :y � Db`l' DV'XX 6-6 DUTLE'75" 1� ` e e '10�r •7 - --� 20 �--- !L : Jz � • �0'''1 e� 'g s„ � � t/Y WASHED STONE ANY WELLS PROPOSED A?THIN 50 FT WEEPING AT 2 (TYP�� - - •.��o:: ••`F_:,o�•,�_�•.••: _e•_d.• ems•.• . s� ,r�,•�,,�y� � OF ANY KNOJVN LEACHING FACILITY. .YEDIU�i! Tt� 6" MIN. 3/4" TO a�am�r ON vAz sT.�La �rAsa,e a e" e' 3,- BLE 4„ 3-4 3/4»wAostliEo s�roriE� THIS SYSTEHNOTDESIGNED FOR Cz PRECAST SEP77C TANK 1-1 2 STONE - CLEAR - THE USE OF GARBAGE GRINDER. COARSE SAND OR CRIOIASS=SEIG"1TON y��r �'�� ' J� 10.0' WITHIN LIMIT F EXCA ATI N REM VE 2.5 Y 6/4 PI''�N MECHANICALLY ClOSY-SAC770N CROSS-SECTION ALL TOPSOIL, SUBSOIL AND OTHER MANY COBBLES COMPACTED IMPERVIOUS MATERIAL AND STONES NOTES:' INVERT l PERT ELIEVA TIDNS.• 7 REPLACE WITH CLEAN WASHED SAND 0 SOIL SAMPLE 1. THE PROPERTY LINE AND TOPOGRAPHIC SURVEY INFORMATION OR OTHER CLEAN GRANULAR 40.81 MATERIAL IN CONFORMANCE WITH NIF j WERE PROVIDED FROM THE "EXISTING CONDITIONS PLAN OF LAND" 4" INVERT AT BUILDING 310 CMR 15.255. ' CA VINO COMMONWEALTH OF MASSACHUSETTS IN BARNSTABLE; MASSACHUSETTS; PREPARED FOR DA VID W. VANCURA 4" 'INVERT A T SEPTIC TANK (IN) 40.65 EXISTING UTILITIES AS�SHOWN ON 120" AND PAUL D. VANCURA; BY CRAIG A. VANCURA, P,L.S.; 80 DENNISON BOTTOM OF PIT DIVISION OF FISHERIES & WILDLIFE N 4" INVERT AT SEPTIC TANK OUT 40. 40 THIS DRAWINGS) ARE APPROXIMATE. A VENUE, SWAMPSCOTT, MA. 01907, (617-592-7985), SCALE 1" = 20; ( THE CONTRACTTDOR SHALL BE RESPON Y NIF DATED.• JANUARY 20, 1997. 4" INV. AT DIST. BOX (IN) 40.32 SIBLE FOR PROPER LOCATION AND y, „ THE COORDINATION OF PROPOSED 2Z97 BY Fn742W Br EDWARD SPINDELL 2. SEWAGE DISPOSAL SYSTEM AND EXISTING DWELLING FALL WITHIN 4 IN AT DIST. BOX (OUT) 40.15 CONSTRUCTION ACTIVITY WITH DIG- GARY RVSSELL DONNA MIORANDI SAFE AND THE APPLICABLE UTILITY DAff Pi= JUIT -- A ZONE II AREA OF CONTRIBUTION. COMPANY(S). THE CONTRACTOR SHALL o,2A5/o0 SOrz I1VVERTS AT LEACHING FACILITY MAINTAIN ANY EXISTING UTILITY SAMPLE S T�•�''� SYSTEM IN SERVICE. DIG-SAFE WILL p pp" 4 INVERT AT BEGINNING AScxUSIET75 ST TUTE CHAPTER 2, DATUM PROPOSED WELL "F4 pp• _ �� LEACHING FIELD 40.13 SECTION 409 AT TEL 1-888-344- (WELL WATER TO BE �o \ 4 INVERT AT END 7233. THE ENGINEER DOES NOT VERTICAL DATUM. NG VD GUARANTEE THE ACCURACY OF, OR TESTED FOR yy S ?6� '�, LEACHING FIELD 40. 00 THAT ALL UTILITIES AND SUBSURFACE BENCHMARK USED.- ?t')P OF CONCRETE BOUND (SEE PLAN) ELEV. = 39. 99 POTABILITY AS PER II pp O 9a STRUCTURAs.ARE SHOWN LOCATIONS STATE STANDARDS) I jY 6¢ ,� W E ELEVATION AT BOTTOM AND ELEVATIONS, IF ANY, OF LOCAL VARIANCE p¢ OF LEACHING FIELD 39.50 UNDERGROUND UTILITIES ARE TAKEN MAP 233; LOT 13 TY � FROM RECORD PLANS. THE CONTR- .23 Ac. FROM ASSESSORS MAP), OBSER VED GRO UND WA TER ACTOR SHALL VERIFY SIZE- LOCATION PART W11; SECTION 9. 00 INSTALLATION OF ONSITE SEWAGE DISPOSAL -� `7 ( S �s ! 34.5 AND INVERTS OF UTILITIES' AND 'b r EXISTING c� Op ELEVATION (T.P.,¢�1) STRUCTURES AS REQUIRED PRIOR SYSTEMS ON MARGINAL LOTS' �j 5 ,o ' - \B -' ELEV. OF "BEARSES POND"- 33.5 To THE START OF CONSTRUCTION. REQUEST THAT THE 4 FOOT DEPTH OF NATURALLY OCCURRIN w ,.•. � o (TO BE ABANDONED) PERVIOUS SOIL ABOVE MAXIMUM GROUND WATER BE WAIVED. Ul � WEEPING OBSERVED IN T.P. ,#1 NO CHANGES ARE TO BE MADE IN !y \ THE FIELD WITHOUT THE APPROVAL cs� I OF THE BARNSTABLE BOARD OF PART VIII; SECTION 10. 00; SECTION 1.12 PLAN OF ONSITE SEWAGE HEALTH AND THE DESIGN ENGINEER. DISPOSAL SYSTEM REQUEST THAT ANY FUTURE RESERVE AREA BE LOCATED IN b THE PRESENTLY PROPOSED SOIL ABSORPTION SYSTEM AREA - y 36 - k h �' 38 ' s DESIGN CRITERIA.'-,- PART Vlll,• SECTION 10. 00; SECTION 1.2 CALCULATION OF APPLICATION AREA: y � � � �l \ DE51GN FLOIP THE ADDITIONAL SIX INCHES AROUND THE 37 REQUEST THAT -!?-BEDROOMS A T 110G.P.B/D 22DG.P.B LEACHING AREA BE WAIVED. a h 3 ; �w o 1 x 220 GAL DAY REQUIRED 35 34 1 W � � 33 39 ' 32 STAIRS , � REQUIRED SEPTIC TANK PREPARED BY .. 220 X 2.0 440 GAL C = 1500 GAL. SEPTIC TANK PROVIDED O u t 1„ SIZE OF LEACHING FACILITY REQUIRED- DESIGN 11 DESIGN PERC RATE: ASSUMED e MIN./IN. `b SOIL CLASS I 1 0.66 G.P.D. - S.F. LOADING RATE a r v J I 6. O 226 _ a 66 - 333.33 S.F: MIN. I �' ��•� � 25X REDUCTION = 83.33 S.F. Cons ul to n is In C. LOCAL UPGRADE APPROVAL• 15.405 f! 1333.33 - 83.33 = 250. 0 S F REGISTERED LAND SURVEYORS 1 (a) REDUCE SETBACK FROM PROPERTY LINES FROM 10' TO 6. 9'. � i i 5' I ) SIZE OF LEACHING FACILITY PRO VIDED. & CIVIL ENGINEERS 1 b REDUCE SETBACK FROM FOUNDATIONS FROM 20' TO 6. USE LEACHING FIELD.- .1 B B. I \ I i 167 R SUMMER STREET 1 d .REDUCE -LEACHING AREA BY 25Z FROM 333 S.F TO 250 S F. I l l " . O I I ;� I! '�> ',, � � 6 DEEP X 10.0' WIDE X 25.0 LONG KINGSTON, MA. 02364 1 (e) RELOCATE PRIVATE WELL 1 (f) REDUCE SETBACK FROM BORDERING VEGETATED WETLANDS 781-582-2185 FROM 50' TO 36. 4'. ' \ STAIRS AND SEASONAL DOCK TOTAL LEACHING AREA= 250.0 SF PROJECT TITLE'• 1 (g) REDUCE SETBACK FROM SURFACE WATERS FROM 50 TO 48.3. _ TOTAL CAPACFrY= 185.0 GALLONS PER DAY SEWAGE DISPOSAL 1 (h) REDUCE SETBACK FROM PRIVATE WELL FROM 100 TO 53 5. 41 39 SYSTF'M UPGRADE 39 40 f-1V � 6.qr 5�, 42 \ \35 LOCUS MAP.' N. T.S DESIGN 38 41 Epp�p,, 40 � EXISTING''''��`�- W 37 34 AT d? CESSPOOL EXIT 6-MID CAPE HWY #40 NYE'S POINT WAY PROFILE. N.T.S. E ABANDONED BARNSTABLE MA. 7 AS PER 15.354) 42 34 6 ,YAP ,2= LOT 13 EL-42.1 i ,' REMOTE BLOWER EL-42 5t �O Op„ PREPARED FOR- 1-1/2- VENT1VL".�UR�• DA YID W VANCURA EL-43'3t TO BE SET LEVEL I V TOP OF FOUNDATION jj' 12 OAK RIDGE CIRCLE N OUTLET COVER TO BE BROUGHT � � �� WITHIN d• OF FIMSHM GRADE FOR MFN. 2' tr l� WEYMOUTH, MA. 02188 "-a W ELEV. = 43.31 NC VD EL-41.6t min. 2' MN. 4' PVC NIF d , SCH 40 I 4• Pvc '� 2•-1 -3/a' ooueLE WASHED STONE DATE:' MARCH 13 2000 4 PVC SCH 40 /a' ( COMMONWEALTH OF �AMSSACHUSETTS COMP. ESIGN G.RUSSELL 3/4•-11/2• DOUBLE WASHED STONE o I DIVISION OF FISHERIES & WILDLIFE �� _ n �. CHECK W. SYLVIA °r NV•4o.e1 40.40 �, SCALE.• 1 1 V PLEASANT DRAWN.• G.RUSSELL r; d' INV-40.13 W V d5 BOTTOM EL- 39.50 Cti �1 FEET PINE YE �► f' �N � OUTLET %� � A q 0 5 10 . ...::... NYES FIELD- CRAIG A. VANCURA, P.L S. WITH N"`4015 W 15 20 25 NECK LOCUS' APPRO VED.• G.RUSSELL PRECAST HIGH WATER ELEV.-34.5 , BEARSE S RD D WG.No. 6023SEPB SHEET SEPTIC TANK VEEPING IN PIT #1 ` :: ,POND ....... JOB No. 6023OF , t e -�•- SOIL TEST PIT DATA.• SEPTIC TANK DETAIL-1500 GALLON W/A-100 ZAR L FILTER DIS'�BUTION BOX DET REVISIONS: INDICATES INDICATES INDICATES' LEACHING FIELD DETAIL:I L: No. DESCRIPTION DATE TEST PIT PERC TEST - OBSERVED NOT TO SCALE INLET AND DITI7,ET TEES Tb BE CAST IRON 5 GROUND WATER SCMW. 40 PVC OR,CAST-IN-PLACE CONCRETE' NOT TO SCALE No. OF OUTLETS:• NOT TO SCALE TELa-6 otrrls•!s TEST PIT 1 NO? 1. SEPTIC TANK SHALL BE STEEL ' UNDER MANHOLE COVER WTlIIIN 12" JUWVA11 JV ,2" 1►ALLS NOTES: FINISHED GRADE GRA EL 40. 5 AWOMRICED CONCRETE: WITH OF END HALL CIO,V" ' OAD= VAMW v1 D" i vim' r� s 5. RELIDMMENDED MANUFACTURER-.YBIO PRECAST G ll! EL. 34.5 THREE (3) 20 MANHOLES: DVG OR APPRO VID EQUAL ,,. ti;. OR nU VMO ZAPS WMMW N--20 LOADLW 0 2. S1.PM YAW M VJ77ZTAM X--10 LOADLW v .'•'.v•'+•'7:v, '•'.v•� v...' r P SXABL APPLY. FILL IAr" U71 " PAYa"ff, L►�rW OR 6 TANK SHALL BE' RAMOSSA'D WTw SEAL .a? PJ0 Wr 1J11" m ON B, = mm =p1r CAP ENDS " 77UVJZW WAYS YJ92?M B-20 LOADIAIl; INDJCA7M CONMAM. NCE WIM AbSTM T OF POTS la'CN1'AS QAB lT OR Lw 4 PVC SCH 40 PERFORATED S= IIV --- GENERAL NO=- 8 A SANDY LOAM S7L4LL APPLY STANDARD C .1229'-9.S 16" p ,� 1 'ij n ° -NORM, 6" EFFECTIVE THIS PLAN IS FOR DESIGN AND S5 ALL PIPE CONNEtC' 0)V AND CONC- OUTLET MAINJIOLE' COVER BROUGHT e' s-6' DItLS9S p " 1�'T T� FSP!' OF PIPE OUT OF D1S'1' °•°+' LE ' q; •' ` BOTTOM d°• ' ,r DEPTH CONSTRUCTION OF THE SEWAGE 10 YR 3/2 RETE COA57RUC?7ON SHALL BE 717 llllXDV B" OF 17NLSH GRADL' 6• •. 16" WA TER TIGRT 4' 12" .lmlt-3' MAX e T . - �� L1!'1�L DISPOSAL FACILITY ONLY. AlCO VAR �a �° �• !4�� ° Nalr%aawDaD nuNurAc•ruNa�e-RO?17A►DO 25. 0' BI► SANDY LOAM 11 -0 �` �`°r °r p`b � L ALL CONSTRUCTION METHODS AND 10 YR 5 8 •, 2 OR APPROIT'D JVUAL " d ��qy ON LvaL ELEV.- 40.63 PROFILE 4" PERFORATED PVC 'SHALL HAVE A MATERIALS SHALL CONFORM TO MASS. / 10 _O AM UM WAT" 12" STABLC B" f ALL PBIT CO1�V�"lJ M AM CVWRSTE MEASURE SLOPE AT THIS POINT. MAXIMUM ORIFICE DIAMETER OF 5/8" D.E.P. TITLE 5 AND LOCAL BOARD " COAMUC7710N SRALL Ba' VA7ZJ?MB SANDY LOAM " 19 S" �� 14 PL" VIEW 1 1�5"nM'� t5' MIN.,�� MINIMUM ORIFICE DLOAM�dc SEED/8 • OF HEALTH REGULATIONS. C, 5 Y 6 6 A-100 ; � FILL ALL PIPES SHALL BE 4" PVC 2. / R ; , LALdT ?7�a ZABELFILTER 'g O �-- x 1/Y'-•{ 2R MI NISH GRADE SCH 40 OR EQUAL h FIRM - - - o 0 0 .` s (MIN) 4. THERE ARE NO KNOWN WELLS - MAX 3 _ e} 4'-0" ,>Im�t �R. s-s" lBld t �� LOCATED WITHIN 50 FT OF THE " LIQUID DEPTH t� j PRa AST 6-6" OU77.B79 12" a �. e,a �� '„ ` 2" MIN. OF 1/8" To PROPOSED LEACHING FACILITY NOR 1z" ° „'� . A $ 6 ` ° 1/2 WASHED STONE ANY WELLS PROPOSED WITHIN 50 FT 72" WEEPING AT 72 __(TYPE_ e I 1a OF ANY KNOWN LEACHING FACILITY. MEDIUM ?O 6" MW V;E TO .°I�a BD?JnY ON LSVL�Z STA9LS BASa' • a B" � 3'-4" 3'-4" 3/4" To t-t/2" DoueLE . THIS SYSTEMNOTDESIGNED FOR C2PRECAST SEPTIC TANK 1-1/2 S 7 1/2 -r CLEAR ' WASHED STONE THE. USE OF A GARBAGE GRINDER. COARSE SAND OR �l �11� ,9"Al ; Cf�IOISS-SE'�'TItTN VIER' 10. 0 WITHIN LIMIT OF EXCA VA TION REMOVE 2.5 Y 6/4 F'� YIEW MEOH"CALLY C14 55-SE1C770N ! CROSS-SEC11ON ALL TOPSOIL, SUBSOIL AND OTHER MANY COBBLES COMPACTED IMPERVIOUS MATERIAL yY AND STONES NOTES:• I1ITVERT ELEVATIONS:• 7 REPLACE WITH CLEAN WASHED SAND I THE PROPERTY LINE AND TOPOGRAPHIC SURVEY INFORMATION OR OTHER CLEAN GRANULAR SOIL SAMPLE MATERIAL IN CONFORMANCE W77H NI WERE PROVIDED FROM THE EXISTING CONDITIONS PLAN OF LAND 4 INVERT AT BUILDING 40.80 310 CMR 15.255. IN BARNSTABLE, MASSACHUSEM,, PREPARED FOR DA VID W' VANCURA CAVING COMMONWEALTH OF MASSACHUSETT,S' ; 4 INVERT AT SEPTIC TANK (IN) 40.60 EXISTING UTILITIES AS SHOWN ON 120" AND PAUL D. VANCURA; BY CRAIG A VANCURA, P.LS.; 80 DENNISON �I THIS DRAWING(S)) ARE APPROXIMATE. BOTTOM of PIT DIVISION OF FISHERIES & WILDLIFE A VENUE, SWAMPSCOTT, MA. 01907; (617-592-7985); SCALE I" = 20'- ' ` 4"!INVERT A T SEPTIC TANK (0 UT) 40.35 THE CONTRACTOR SHALL BE RESPON- w,. r N F► DATED.• JANUARY 20, 1997. 4 INV. AT DIST. BOX (IN) 40.31 SIBLE FOR PROPER LOCATION AND THE COORDINATION OF PROPOSED 2357BY m7ZISM BY EDWARD SPINDELL 2. SEWAGE DISPOSAL SYSTEM AND EXISTING DWELLING FALL WITHIN 4" INV. AT DIST. BOX (OUT) 40.14 CONSTRUCTION ACTIVITY WITH DIG- a GARY RUSSELL DONNA aUORANDl SAFE AND THE APPLICABLE UTILITY VA2T P� RA7T -- ' A ZONE 11 AREA OF CONTRIBUTION, CONPANY(S). THE CONTRACTOR SHALL 02125100 SOIL IEVrVERTS AT LEACHING FACILITY MAINTAIN ANY EXISTING UTILITY a S' •''' - SYSTEM IN SERVICE DIG-SAFE WILL S�PL-E � 76 Op Op" 4 " INVERT A T BEGINNING BE NOTIFIED PER STATE OF MASS- ASCHUSETTS STATUTE`CHAPTER 82, DA7V�• �-r pp. - `� LEACHING FIELD 40.13 SECTION 409 AT TEL 1-888-344- ' S �6'Op•• n �o \ 4" INVERT AT END 7233. THE ENGINEER DOES NOT ' VERTICAL DATUM NG VD Op GUARANTEE THE ACCURACY OF, OR 69r p¢, �. LEACHING FIELD 40. 00 THAT ALL UTILITIES AND SUBSURFACE - \ STRUCTURE'S ARE SHOWN. LOCATIONS BENCHMARK USED TOP OF CONCRETE' BOUND (SEE PLAN) ELEV. - 39. 99 `�,.a w E ELEVATION A T BOTTOM 39.50 AND DEELEVA77ONS, IF R ROUND UTILITIES ARE TAKEN LOCAL VARIANCE MAP 233• LOT 13 \ OF OF LEACHING FIELD FROM RECORD PLANS. THE CONTR- PART YIII,• SECTION 9. 00 INSTALLATION OF ONSITE SEWAGE DISPOSAL --� 0.23 Ac. (FROM ASSESSOR;S MAP) �,-;,.,� OBSER VED GRO UND WA TER 34.5 AND I HALL VERIFY SIZE, LOCATION 6 pp AND INVERTS OF UTILITIES AND 'b t', EXISTING - Op•- ELEVATION T P. 1 ` SYSTEMS ON MARGINAL LOTS 35 ,� O STRUCTURES AS REQUIRED PRIOR B' TO THE START OF CONSTRUCTION. A REQUEST THAT THE 4 FOOT DEPTH OF NATURALLY OCCURRIIIT cam \ - ELEV. OF BEARSE S POND = 33.5 PERVIOUS SOIL ABOVE' MAXIMUM GROUND WATER BE WAIVED. y o t11 � o WEEPING OBSERVED IN T.P. #1 . NO CHANGES ARE TO BE MADE IN .11 bt THE FIELD WITHOUT THE APPROVAL PART VIII,• SECTION 10. 00; SECTION 1.12 PLAN OF ONSITE SEWAGE , OF THE BARNSTABLE BOARD OF DISPOSAL SYSTEM � \ �j O HEALTH AND THE DESIGN ENGINEER. REQUEST THAT ANY FUTURE RESERVE AREA BE LOCATED IN, , \ y /� �fT THE PRESENTLY PROPOSED SOIL ABSORPTION SYSTEM AREA - y _ -= - _ __ ,__. __ d .',4"Tr'�T h�T • - - - . _ - ----- -- p _ _ _ 36 38 \ ' s !� CPS, - 1 PART V111; SECTION 10. 00; SECTION 1.,2 CALCULATION OF � APPLICATION AREA: y ►-� / w '�► w \ DE57GN FLO Ar REQUEST THAT THE ADDITIONAL SIX INCHES AROUND THE '"'t`, �'� o o \ \ x 2 BEDROOMS AT 110G.R B/D 220G.Pe B LEACHING AREA BE WAIVED. y ,� x 220 GAL / DAY REQUIRED 35 34 \ 39 33 �,4 c / 36 \ 32 j PROPOSID � � 37 fADVAV \ STAIRS\ REQUIRED SEPTIC TANK PREPARED BY.• WALZSI 3 \ 220 X 2. 0 = 440 GAL 8 \ p = 1500 GAL. 4 39 � � 1 b SEPTIC TANK PRO VIDEO o u t y, 4O SIZE OF LEACHING FACILITY REQUIRED- 40 PROPOSED \ DESIGN PERC RATE.' AssUMED 8 MIN./IN. hore LEACHING 41 \ BAS b SOIL CLASS I 5' LIMIT OF - 38 7y PROPOSED IMPERVIOUS BARRIER � 0.66 G.P.D. S.F. LOADING RATE a r Ve y / FIELD XCA VATION TO BE INSTALLED AGAINST FOUNDATION AND WALL 220 _ 0.66 = 333.33 S.F MIN. (TO A DEPTH OF ELEVATION 34.5') 25X REDUCTION = 83.33 S F Consultants Inc. NOT _ EXISTING I 333.33 - 83.33 = 250. 0 S.F. REGISTERED LAND SURVEYORS LOCAL UPGRADE APPROVAL- 15. 405 a DbTURBE'D / G�` O BE•UROOM SIZE OF LEACHING FACILITY PRO VIDED.- ��• 5,1 � .DWE'I,�IJNG & CIVIL ENGINEERS USE LEACHING FIELD• 167 R SUMMER STREET 1 (b) REDUCE SETBACK FROM FOUNDATIONS FROM 20 TO 6. 6. 4 I TOP s DEEP X 12.0 WIDE X 21.0 LONG ?' PROPOSED �' I ,' 1 F' _ OF \ l " KINGSTON, MA. 02364 1 (d) REDUCE LEACHING AREA BY 25�' FROM 333 S.F TO 250 S.F. / "AROW I _ I ND. - 43 3 ?!�P OF 1I 41 ,� `� TI I; P. #1i #4O 781-582-2185 1 (f) REDUCE SETBACK FROM BORDERING VEGETATED WETLANDS / I i _;' ` 6.0 • 0f i , STAIRS AND SEASONAL DOCK TOTAL LEACHING AREA= 252.0 S.F. PROJECT TITLE.• FROM 50 TO 40 / I I TOTAL CAPACITY- 188.3 GALLONS PER DAY SEIYAGE DISPOSAL _ 1 h REDUCE SETBACK FROM PRIVATE WELL FROM 100' TO 64.3'. I 41 I O I 39 l � 41 39 SYSTEM UPGRADE 40 42 \ �35 LOCUS MAP. N T S DESIGN PROPOSED ' / HAY BALES D"i�N 6'¢ \ \ y -- '�•2 34 AT • AND/OR SILT FENCE �X � N �s p, H 37 I EXIT 6-MID CAPE HWY #40 NYE'S POINT MAY PROFILE. N.T.S. / 1 c�LLo 00 l T BARNS'TABLF A�4. 37 4,2 EL-421t 6 MAP �234 LOT 13 EL-42.5f 41 6 ' 42 ..=0 pp PREPARED FOR- F, f . 1 DA VM A' VANCURA a•43 V TOP OF FOUNDATION 12 OAK RIDGE CIRCLE OUTLET CODER TO BE BROUGHT TOR MN.LEVEL F, �� IIEYMOUTf� MA. O21B8 MATHIN 8" OF FINISHED GRADE W' , ELEV. - 43.3� NC VD �y 2' MW. Elm 41.6t (min.) I 4• Pvc EXISTING CESSPOOL n SCH 40 DATE.• MARCH 13, 2000 (TO BE ABANDONED A' 4 PVC '� •• r-,/B•-3/a" DOUBLE WASHED STONE I COMP DESIGN G.RUSSELL "3!' 4• PVC 3LF1 40 AS PER 15.354) �s _ G� C A' SY„ v.4O.eo 3/4•-1 1/2• DOUBLE WASHED STONE ( p SCALE' - ,� �'� HECK P YL VIA ' PLEASANT DRA WN.•'G RUSSELI.- KITH ZABEL i1L1ER �� N PIN VWE �� AND SUPPORT LEG 8• IN1A.40.13 ,�. 1 BOTTOM EL 39.50 asr.oz q COMM0A WEALTH OF MASSACHUSETTS' FEET NYES FIELD.• CRAIG A. VANCURA, P.L S. uw4o.,4 [y 0 5 10 15 20 25 LOCUS r GALLON t DIVISION OF FISHERIES & WILDLIFE NECK . PRECAST CONCRETE HIGH WATER ELEV.-34.5 WG NO SHEET ..BEARSE'S- ' A P O VE'D• G.RUSSELL SEPTIC TANK VEE'PING IN PIT >h 1 1 ;:':POND.':' :':':':':':':'. JOB No. 6023or x •. G" ax 5 r ... r.. .. .. . .�: '... fix• - ... - "::. r s. .r r, -�-• SEPTIC T�9l��TK' DETAIL 1500 GALLON x/A-100. ZABEL FILTER REVISIONS:• SOIL TEST PIT DATA DIST RIBU7ION BOX DETAIL n ` $ INDICA?1'S INDICATES V INDICATES o�sERVED NOT TO- SCALE 4 � o� TES � � �� �N LEACHING FIELD DETAIL: No. DESCRIPTION DATE TEST PIT PERC TEST NOT TO SCALE No. OF OUTLETS: 5 GROUND HATER SCIM 40 PIV OR CAST-DV-PLACE CONCRWr . - NOT TO SCALE 1 5-5 OUTLaly 1lALl3 FINISHED GRADE , TEST PIT NOTM 1. SEP77C TANK SHALL BE STEEL TEES ?t� UNDE'R YANIJOLE COY1:'1? 11I17YIN ZZ R�YABLS NOTES: ` GRD EL 40. 5 REINFORCED CONCRETE ATrx O1' END HALL CvVXR �" ' LOAD1Nc U�.r sR A7vs�iaavrH 1DRwAs 34.5 THREE (3) 20 JUMOLES: 5. RECOYa/&NDL�'D MANUFACTURER-X�10 'PRI CA.S'T, r• G1I. EL AV OR APPROVED NQUAL ti:.y.:•'.v'+.q::v, •'.y• �:.' + � OR rRti'aLSD 1A}'8 1►113Ra11V X-PO IOADDYG O FILL 2. SZFM TAW 7t7 I nW7AND H--10 LOADBIV sRAlt APPLY. UXL�SS' UAtDRR PAY 3M7 DRIM OR B. TANK SHALL BE J`JISOSSED lI1TH SEAL T T 2 PIFI =r lA " M OR hTA "J WIJ=r SLOPE' ` CAP ENDS e" aRAMV WAYS WJZCU v 0 ,20 LOADM BMJVA77NG CONI VRilANCE WITH ASTM or Pal Qae J►T/1T OR 1/V � PVC SCH 40 y A• • 0 0•5• •• IN GENERAL NaTES:' SI/ U APPLY STANDARD C 122 -Pa 15' PUYPID SYS7zm .o o 6" EFFECTIVE a A SANDY LOAM OUTLET' A(AAWLE COVER BRiOUGHT ;' - ,• •• •• •+ . DEPTH . THIS PLAN IS FOR DESIGN AND 10 YR 3 2 S ALL PIPE CONNE'C77011�S' AND CONC- B" OFH GRlDE 5" s-5 Dv1.sPs 5 r1RSf T�7 11�J' 01►PD�A' OUT OF Db'7' LE a 4� BOTTOM ^� / RETE CONUTRUCTION SHALL BE B- / CONS'TRUCY70N OF THE SEWAGE 16" IIATER?7CHT 5' 12" JmK-s' MAX - - �� IAID Lsi�L DISPOSAL FACILITY ONLY. " COVER B . �4�� °da 4 . epa C 4 Ra%lO�ac iAN& ACT&WM-1F07t7" 15. 0' SANDY LOAM 11 -0 $ t- . ALL CONSTRUCTION METHODS AND B : � •.• •, . •: Z" OR APP1FOl�D lti?UAL MAXIMUM ORIFICE DIAMETER OF 5 8 B_079t7Y ON LIM ELEV.- 39.58 PROFlLE 4 PERFORATED PVC SHALL HAVE A '•' •, » MATERIALS SHALL CONFORM TO MASS. 26" " STA9LL BASb' - i S C MPR� RE7B MEASURE SLOPE AT THIS POINT, 5/8- MINIMUM ORIFICE DIAMETER OF 3%8 . 1NORJUL �A73'R 12' 19 8 LE PLAN �� a �1t 8/4 D.E.P. TITLE 5 AND LOCAL BOARD C, SANDY LOAN -�- A-10014 1 1/2' S70NZ 15 MIN. OF HEALTH REGULATIONS. 2.5 Y 616 ZABEL R CLEAN FlLL ..__ LOAM do SEED .• 3. ALL PIPES SHALL BE 4 PVC R R R e ANL3T TEE 17LTE 4 p -- x 1/2w� 22 MI ISH GRADE SCH 40 OR EQUAL. - MAX 3 9 MIN) THERE ARE NO KNOWN WELLS - - - 'I 4-00 JfiN `O - - s-51 II►la�s t ," LOCATED WITHIN 50 FT OF THE , 20" � DEP7N r I PRar,AST 12" 5-5' OUTla9S 12" `° �, , 2" MIN. OF 1/8" TO PROPOSED LEACHING FACILITY NOR WEEPING A T 72 DrST A�X .. . �e g. �� 6 t/2 WASHED STONE ANY WELLS PROPOSED WITHIN 50 FT 72" _ --�TYP-� I � Y. 4:,,: .,, I - - I -�- 1B ,�.'9rRC� rr \ OF ANY KNOWN LEACHING FACILITY. L J 3=0" 4=6" 3/4" To t-t/2" DOUBLE 5. THIS SYSTEM �S 1Vt7T DESIGNED FOR WASHED STONE Cz MEDIUM 7O 6" MIN 314 TO •• .9+OTID.rY ON lb'i'RL STABLE BASS 5" 6 � � a PRECAST SEP?fiC TANK 1-1/2 S NE CLEAR THE USE OF A GARBAGE GRINDER. COARSE SAND OR / ��' CROSS-SaLTItON �.W �'���� 71�• � T 15. 0 WITHIN LIMIT OF EXCA VATION REMOVE 26 Y 614 MECHANICALLY CRASS-SBV=NALL TOPSOI4 MANY .COBBLES COMPACTED CROSS-SECTION IMPE'R DUS MATERIAIL AND OTHER AND STONES ! NOTES: ll r 1'.C�RT ELEVATIONS.• 7 REPLACE HM CLEAN WASHED SAND 0 SOIL SAMPLE OR OTHER CLEAN GRANULAR I. THE PROPERTY LINE AND TOPOGRAPHIC SURVEY INFORMATION MATERIAL IN CONFORMANCE WITH NIF WERE PROVIDED FROM THE "EXISTING CONDITIONS PLAN OF LAND" 4". INVERT AT BUILDING 39. 66 310 CMR 15.255. ; COMMONWEALTH OF MASSACRUSETTS IN BARNSTABLE MASSACHUSEM,, PREPARED FOR DA VID W VANCURA 120" CAVING I AND PA UL D. VANCURA, BY CRAIG A VANCURA, P.L S.; 80 DENNISON �I 4" IN A T SEPTIC TANK (IN) 39. 60 EXISTING UTILITIES AS SHOWN, ON � BOTTOM of PIT DIVISION OF FISHERIES & WILDLIFE AVENUE, SWAMPSCOTT, MA. 01907, (617-592-7985), SCALE I" = 20; 4" INVERT AT SEPTIC TANK 0 r'T 3935 THIS DRA H7NG(S) ARE APPROXIMATE (' THE CONTRACTOR SHALL BE RESPON- " N/F► DATED.- JANUARY 20, 1997. 4" INV. AT DIST- BOX (IN) 39.26 SIBLE FOR PROPER LOCATION AND,- 39. 09 THE COORDINATION OF PROPOSED ED WARD SPINDELL 2. SEWAGE DISPOSAL SYSTEM AND EXISTING DWELLING FALL WITHIN 4" INV. A T DIST. BOX (OUT) CONSTRUCTION ACTIVITY WITH DIG- . GARY RUSSELL DO�NN�A �ORANDI _ SAFE AND THE APPLICABLE UTILITY ' bA7Z` P RATA` A ZONE II AREA OF CONTRIBUTION. COMPANY(S). THE CONTRACTOR SHALL 02/25100 SOIL LNVERTS AT LEACHING FACILMY.• MAINTAIN ANY EXISTING UTILITY `S • '" SYSTEM' IN SERVICE DIG--SAFE H7LL SAMPLE ? 76 ap 01 4" INVERT AT BEGINNING BE NOTIFIED PER STATE OF MASS- ASCHUSETTS STATUTE CHAPTER 82, DA YV .- '�¢Op �� LEACHING FIELD 39. 08 SECTION 409 AT TEL 1-888-344- S �6'D �o \ 4" INVERT AT END 7233 THE ENGINEER DOES NOT VERTICAL DATUM NG VD Op GUARANTEE THE ACCURACY OF, OR 6y. p¢, A' f, '. LEACHING FIELD 39. 00 THAT ALL UTILITIES AND SUBSURFACE BENCHMARK USED. TOP OF FOUNDATION (SEE PLAN) ELEV. - 43.3 STRUCTURES ARE SHOWN. LOCATIONS W E ELEVA TION A T BOTTOM AND ELEVATIONS, IF ANY, OF LOCAL VARIANCE MAP 233,• LOT 13 \ OF LEACHING FIELD 31 50 UNDERGROUND UTILITIES ARE TAKEN FROM RECORD,PLANS. THE CONM- PART VIIl, SECTION 9. 00 INSTALLATION OF ONSITE SEWAGE DISPOSAL ; -� 0.23 Ac. (FROM ASSESSOR'S MAP) ACTOR SHALL . VERIFY SIZE LOCATION *� '`\ \ ,S' o, OBSERVED GROUNDWATER 34 5 AND INVERTS OF UTILITIES AND SYSTEMS ON MARGINAL LOTS 5 j �>> E G d - , Op ELEVATION (T.P.#1) STRUCTURES AS REQUIRED PRIOR H 4 FOOT DEPTH OF NATURALLY OCCURRING +� `C�WELL �` ELEV. OF BEARSE 5 POND = 33.5 TO THE START OF CONSTRUCTION. REQUEST THAT T E PERVIOUS SOIL ABOVE MAXIMUM GROUND WATER BE WAIVED. '' wo t!1 O , '� y �; ti � � WEEPING OBSERVED IN T.P. #1 - NO CHANGES ARE TO BE MADE IN � � � � � OFE FIELD THE BARN�BLE UT THE DAPPROVAL PART VIII; SECTION 10. 00; SECTION 1.1,2 PLAN OF ONSITE SEWAGE � ` � � \ p a HEALTH AND THE DESIGN ENGINEER DISPOSAL SYSTEM.• REQUEST THAT ANY FUTURE RESERVE AREA BE LOCATED IN THE PRESENTLY PROPOSED SOIL ABSORPTION SYSTEM AREA cZ � �, ,n•,r , - 0 36 38 S .L''' ., .`IG -CFTERIA.- PART W11; SECTION 10. 00; SECTION 1.2 CALCULATION OF APPLICATION AREA: a / \ �' DESIGN FLO1P RE UEST THA T THE ADDITIONAL SIX INCHES ARO UND THE �, . 37 ` Q n O o o i x � -2? BEDROOMS A T 110G.P.B/D 220E P.B LEACHING AREA BE WAIVED. o 3 Cyr � o � O/ � 1 x 220 GAL / DAY REQUIRED b ,� o o �° ti0 \ 35 34 l �I c` �4 y SLOPE ►ALL `?s 39 ` 1 33 IRON 40 / \ t 32 sa 5 37 PROPOSED STAIRS 3 WALLS� t � .�'EQ UIRED SEPTIC TANK PREPARED BY ' w 8 \ 220 X 2. 0 = 440 39 I � � � = 1500 GAL. 4 40 1 `U SEPTIC TANK PROVIDED GAL. O LI t y, 1500�GALLON 41 SIZE OF LEACHING FACILITY REQUIRED. h PROPOSED S rANx 42 11 , �' DESIGN PERC RATE. 0. 74 MIN./IN. hore ` BASE,�,� b SOIL CLASS I >85X SAND LEACHING 36 7� PROPOSED IMPERVIOUS BARRIER 0. 74 G.P.D. S.F. LOADING RATE u r Vey / FIELD _ TO BE INSTALLED AGAINST FOUNDATION AND WALL 220 _ 0. 74 = 297 30 S.F. MIN. (TO A DEPTH OF ELEVATION 34.5.) 25.Z REDUCTION = 74.32 S.F. Consultants, Inc. 11�0T 0 I; E-17S'TING i 297 30 - 74.32 = ,223. 0 S.F• TO BE i TWO REGISTERED LAND SURVEYORS SIZE OF LEACHING F AGILITY PROVIDED.' LOCAL UPGRADE APPROVAL- 15.405 D07URBED i �` D BLDROOM J & CIVIL ENGINEERS 1 'LLING 1 a REDUCE SETBACK FROM PROPERTY LINE'S FROM 10' TO 7'. S I USE LEACHING FIELD• 167 R SUMMER STREET I (b) REDUCE' SETBACK FROM FOUNDATIONS FROM 20 TO 6. I PROPOSED o; '� I I, TOP OF � � e" DEEP X 15.0' WME X 15.0 LONG KINGSTON, :AAA. • 02364 1 (d) REDUCE LEACHING AREA BY 25� FROM 297 S.F. TO 223 S.F. Ra�rA�mvc T.P II 1 N.D. = 43 3 i. 781-582 2185 1 (f) REDUCE SETBACK FROM BORDERING VEGETATED WETLANDS t-{- __ � 6. Of _ - _ 1'70TAL LEACHING AREA- 225.0 S.F. PROJECT ,TITLE.• FROM 50' TO 39.2�- : 39.2 ' �' flitSTAIRS AND SEASONAL DOCK f 1 j 'TOTAL CAPACITY- Ise.5 GALLONS PER DAY SEWAGE DISPOSAL 1 (h) REDUCE SETBACK FROM PRIVATE WELL FROM 100 TO 60.2. 5 LJIYIT OF 41 39 SYSTEM UPGRADE ' O' 39 EXCA YATION 35 40 42 \ �OCUS .MAP: N. T.S. PROPOSED 38 40 \ DESIGN HAY BALES ' l 6¢ \ AND/OR SILT FENCE � %��V y6• , 37 34 \ EXIT 6-MID CAPE HWY 40 NYE�AT �-°°O„ S POINT WAY PROFILE. N.T.s. / BARNSTAB MA 37 8 , I g , J(AP = LOT 13 EL-42.0t EL-41.Ot 42 N �6 PREPARED FOR.• EL 3* I V TOP OF FOUNDATION I DAVID N. VANCURA - OUTLET COVER TO BE BROUGHT FOR SET LEVEL I 12 OAK RIDGE CIRCLE WITHIN e• of FxmsHED GRADE WEYMOV774 MA. 0,2188 2. M� EL-40.5t min. Wa ELEV. = 43.3E NG VD 4• PVC .� EXISTING CESSPOOL �d SC" 40 DATE.- MARCH 13, 2000 4• PVC �� •� • 2•-t/e•-3/Q" DOUBLE WASHED STONE I (TO BE ABANDONED SCH 40 4 PVC 9CF1 40 COMP. DESIGN G.RUSSELL , AS PER 15.354) » � � G� � . k INv�39.Q6 1MTH 2ABEL FlLTFR 3a35 3/4'-1 t/2• ooueLE WASHED STONE I o SCALE -- 1O PLEASANT G� CHEICK.• li'P. SYLVIA �. AND SUPPORT LEG 9 e INV-39.oe BOTTOM EL- 4 50 I N�F PINE VE �1w DRA AN G.RUSSELL R 5 OUTLET �V-39.09 r, CO"ONWEALTH OF MASSACHUSETIS' D 5 10 15 20 25 EET .:.:.:::::: :•: :• N ►S LOCUS FIELD.* RA 'V CRAIG A. VANCURA P.L S. A APPRO VED.• G.RUSSELL h .�: DIST. BOX • .•. ,500 GALLON + \ DIVISION OF FISHERIES' & WILDLIFE •'� � • PRECAST CONCRETE HIGH WATER ELEV.-34.5 .HEARSE S''' ' NECK SEPTIC TANK wEFPING IN PIT In I :P01VD RD ::::.. DWG.No. 6023SEPD Is EET 1 . JOB No. 6023 of a -`-- .___. .. -. •.;' n' a 4.' FJZ7XR REVISIONS:.. T -20 'LING SOIL 'TEST 'Pff DA PPA , SEPTIC TAAW, DETAM-1500 , -GALLON-XIA-400 ZABEL DS RIBU770N, BOX PETALE67 H Air&* C LEACHING ' FIELD . DETAIL: 4. Ba" AND OVnff 2rAW 20 BE C MON =,CATES v BMI AM AV No. DMCNPTION DATE TEST Prr PD?c OBSERVED NOT TO 'SCALE NOT TO SCALE GROUND FA TER SCMM 140 Pic OR CAST-hV-P]ACZ COJWM7T 5-60 0V%M NOT TO SCALE TEST PIT H-20 LOADING im 7v ujwAR mAAmm com wn7mv j2N 'RA20VARM Z' WAUS No. OF OUTLETS.• 5 FINISHED GRADE or MW FALL co V" JAN cjw- EL 40.5 N07ES: RAR-J60 PBBI5ASZ 6.' JUWA0a=M AMM7ACTV 111114 77777 G V EL 34. 5 IMM- 1. SWIFMCTAWSHAUBT S2WFL M OR APPROVAD AVUAL L Wr BOX 10 WnWrAM H--%W MAW 0- RENMRCM COAVR= WTM 6 TANK SHALL BZ ZAiB0SSZV WITH SrAl CAP ENDS le AwfM xaff = OR BA?M MW MOPr 4' P VC SCH 40 0.005 jMl.Nj FILL TIME (3) 20- MAN"L9S BM.CA22M C0jWJU0WAVZ WJW ASM T T or P" a 06 171Y7 OR M 9RATED GZVEJUL NOM.- 8" z mrw Twx m rnuff"m JF-mo Lo"m STANDARD CAW7-M .15' P&W" SYSIT" 6" EFFECTI VE A SANDY LOAM lb 1 THIS PLAN IS FOR DESIGN AND .1 ALL pjp WRIT DEPTH r CoNNjX=NS .A" COW- OLTLrT JUAMIX COVER BW T 5 A07 2700 M7 OF Mr OUT OF.DB7 20TTOM 6. COAISTRUCTION OF.ME SEWAGE GRADE 3-5 �Amumrrs 10 IR 312 JU7T COAUTRUCIZ)ON SAUU BE 7v ,wnmw 8N Or nwH JVX 70 B9 LAM LrVJ7. DISPOSAL FACILITY ONLY 16 lfA TO MB 7 Am-.7, m" 8. T ­0"'.. - V 4 ON coy" , I' , % - 4 - 3 4- R"J'aw" "Acnam'" 25. 0 ArSAADYLOAN L20 "? ALL CONSTRUCTION AfTMODS AM OJ? "PMM AWUAL 10 YR 518 •lo�-ON • • ""QFf/3027VJl Off T rM"IF Iff ELEV.- 40.63 PROFILE 4" PERFORATED PVC SHALL HAVE A MATERIALS SHAM CONf ORM TO MASS AVRXtL IMIR mo STARM BARr 6 ALL PPZ COAMMt?"AY AM COAVJ?M MEASURE SLOPE AT THIS POINT. MAXIMUM ORIFICE DIAMETER OF 5/8- D.E.P. TITLE 5 AND LOCAL BOARD 26" 71- 13. COAMVVMV MMU M WA27RMBT MINIMUM oRinCE DIAMETER OF 3/8-. MER4 PL" VNr 8- JM 514- M 15* MIN.,t CLEAN FILL OF HEALTH .REGULATIONS C LOAM SEED SANDY LOAM V A-100-14 1A, swjvz ALL. PIPES SHALL BE 4" PVC 2.5 Y 616 ZAREZ _TT Raff yrs i a k 2% I'll ISH GRADE, AL f 7L MR so meff 7-7 SCH 40 OR EQUAL lzlIN) 4. TRERE ARE NO KNOWN WELLS MAXAX 3 MAX 3 Pam 4'-0" JMV 1*1 Wk 1* LOCATED WITHIN 60 FT OF THE' . Lv um DMDTB z L 2" MIN. OF 1/8- TO PROPOSED LEACHING FACILITY NOR 5-5' 0V77J7S­,, 12 Piuris. m. 1/2- WASHED STONE ANY WELLS PROPOSED #7THM 50 FT jo. 6 WEEPING AT 72- F. OF ANY KNOWN LEACHING FACILITY. 3/4- TO 1-1/2- DOUBLE I T_\ /_T_�l I 3�-4" 3�-4 THIS SYY7EVGARBAGE DiS'SlGiVZD 'F0R - C B027VAf ON LML S7AMr AMSal WASHED STONE 6#0 314 7V 80 1 MEDIUM! 719 j_jAAl STO)a CLEAR THE USE OF GRINDER - PRECAST SEP77C TANK T COARSE SAND AfwA&_Ny4`lz OR CROSS-SEVMN K37 10. 0, 6. WITHIN LIMIT�OF EXCA VA TION REMOVE - 2.5 Y 614 PLAN yla7 "CH"CALL Y QNl=-SlW=N 'CROSS-SECTION ALL, TOPSOIL SUBSOIL AND 077NR MANY COBBLES COMPACTED IMPERVIOUS MATERIAL AND SmAws 7 REPLACE #7771 'CLEAN WASHED SAND NOTES' IN FER T EM VA TIONS.- OR 0771ER CLEAN GRANULAR 1. THE PROPERTY AND TOPOCRAPRIC SURVEY INFORMATION SOIL SAMPLE MATERIAL IN CONFORMANCE 07TH NIF WERE PROVIDED FROM THE 'EXISTING CONDITIONS PLAN OF LAND" 4" INVERT AT BUILDING 40.81 310 CMR 15.255. IN BARNSFABLE MASSACHUSETTS, PREPARED FOR DA W. VANCURA vot CA VVVG COMMONWEALTH OF AIASSACHUSEYTS 4" INVERT AT SEPTIC TANKS (IN) 40.65 . 8. RUS77NG UTILITIES AS SHOWN ON AND PAUL D. VANCURA BY CRAIG A VANCURA, PLS; 80 DENNISON THIS DRA WING(S) ARE APPROXIMATE BOTTOM OF,PIT DIVISION OF MSHERNS & WILD= AVENUE, S#AMTSCO77: MA. 01907, (617-59,0-7985),- 'SCALE 1" 20'- 4" INVERT AT SEPTIC TANKS (OUT) 40. 40 THE CONTRACTOR SHALL BE RESPON- IBLIR PROPER LOCATION AND DATED.- JANUARY 20, 1997 4" INV. AT DIST BOX (IN) 40.32 NIF 72YE COORDINA77ON OF PROPOSED 40.15 4 IN V 4 T DIST BOX (OUT) CONSTRUC77ON ACN;TFY MH DIG- 3. 22"M. wj7jvm33= Br ED WARD RD SPINDEa 2 SEWAGE DISPOSAL SYSTEM AND EXISTING DWELLING FALL WITHIN SAFE AND. THE APPLICABLE UTILITY GARY RVSSELL DONNA J170RANDI A ':FONE 11" AREA OF CONTRIBUTION COMPANY(S). 771E CONTRACTOR -SHALL PAM Pim Jum "S AT LEACHING FACILFFY MAINTAIN -ANY ENS77NG UTILITY.SOIL INVERTS SERVICE DIG-SAFE WILL SYSTEM IN S BE.-NOTIFIED. PER STATE OF PASS- , 00 4 INVERT A T BEGINNING ASCHUS= STATUTE' CHAPTER 82, NG FIELD PROPOSED WELL - 000, LEACHING 40.13 SEC770N 409 AT TEL :1-888-344- .DA TUM.- 7233 , THE ENGINEER DOES NOT T(WELL WATER TO BE 4" INVERT AT END GUARANTEE THE ACCURACY OF, OR VERTICAL DATUM. NGVD TESTED FOR LEA CHING FIELD 40. 00 THAT ALL, UTILITIES�AND SUBSURFACE PER VCH POTABILITY AS BEj MARK USED TOP OF CONCRETE BOUND (SEE PLAN) ELEV. 39 99 STRUCTURES ARE SHOWN LOCATIONS , STATE STANDARDS) ELE VA TION A T BO TTOM AND ELEVATIONS, IF ANY, OF W- E 04, 39.50 UNDERGROUND U77LMES ARE TAkEN LOCAL VARUNCE- AMP 2M,• LOT 13 OF LEACHING FIELD FROM RECORD PIANS ' TIN C0N7R­ ACTOR SHALL,4 JILW VERrFY SIZE, LOCATION 0.23 Ac. (FROM ASSESSORS OBSERVED GROUNDWATER WA TER 1-141 34.5 -Ur PART WII,- , SECTION 9 00 INSTALLATION OF ONSITE SEWAGE DISPOSAL rv� o AM INVERTS OF' Ilff= AND EXISTING OAP ELE VA TION (T Pfl) SYSTEMS ON MARGINAL LOTS 35 11 -e STRUCTURES AS MVUIRED PRIOR V-4 WELL THE START OF CONSTRUCTION 11-1 ELEV. OF "BEARSE:5 POND" 335 RIN6 REQUEST THAT THE 4 FOOT DEPTH OF.NATURALLY OCCUR 45 37 BE PERVIOUS SOIL ABOVE MAXIMUM GROUND WATER BE WAIVED WEEPING OBSERVED IN T.P. #1 NO CHANGES-ARE TO BE MADE ,IN 38 FIELD #7THOUT THE APPROVAL OF THE BARNSTABLE BOARD OF PLAN OF ONSITE SEWAGE SA 1 � PART W11; SECTION 10. 00; SECTION 112 HEAL 771 AND THE DESIGN ENGINEER DISPOSAL SYSTEM: of.44S 40 q ;ro������6AAY AREA BE LOCATED IN REQUEST THAT ANY FUTURE RESERVE1z, b THE PRESENTLY PROPOSED SOIL ABSORPTION SYSTEM AREA .5 LIMIT OF t 36- - s DESIGN CRITER,U- EXCA VA TION 38 tn PART. Wll; SECTION 10. 00,- SECTION 1.2 CALCULATION OF (60 6.4 APPLICATION AREA 4.1 DESIGN PLOW.- P. A6. ex 37 S, REQUEST THAT THE ADDITIONAL SIX INCHES AROUND THE t �: 2 ,5EDROOMS AT11-0G.RBID G.RB 0 lvo\ - 0 LEACHING AREA BE WAIVED. 1�1 -10 OP 0 0, (6 .1 48.3' 220 GAL DAY REQUIRED 'i� 35 34 33 PROPOSED 39 LEACHING 174 II t3l I , j tx� FIELD STAIRS REQUIRED SEPTIC TANK PREPARED BY PROFWM Z) 1 220 x 2. 0 440 GAL WAU 1500 GAL lin SEPTIC TANK PROVIDED= CII4 I outh SIZE OF LEACHING FACILITY REQUIRED.- DESIGN PERC RATE ASSUM" 8 MIN. N 1 ,� �! \ I 3 L b hore SOIL CLASS -I 4e . , �IN� f PROPOSED IMPERVIOUS BARRIER 0.66 G.P.D. S.F. LOADING RATE urVey 0 0.66 333.33 S.F (KN.) 0 TO BE INSTALLED AGAINST FOUNDATION 220 - 25Z REDUCTION = 83-33 S.F L (TO A DEPTH OF ELEVATION 34.5') C o'n sul tants, lnc. 333 33 - 83 33 250.0 S.F E_V8TZVG '7 LOCAL UPGRADE APPRO VAL- 15.405 V77MM 2V fox IBEDROOM REGISTERED LAND, SU . j�VEYORS BE RZI,0 CA Tn. c1 SIZE OF LEACHING FACILITY PROVIDED. I (a) REDUCE SETBACK FROM PROPERTY LINES FROM 10 TO 6 9. 15M GALWN & CIVIL ENGINEERS 20' TO 6' TAAW USE LEACAWG IMID.- " I (b) RED'VCE SETBACK FROM FOUNDATIONS FROM 167. R SUMMER STREET I (d) REDUCE LEACHING AREA BY 257, FROM .333 S.F TO 250 S.F TOP Op 6 -DEEP X 10.0' AIDE X 25.0' LONG A7NGSTON, JVA" 02364 D ..I (e) REWCATE 'PRIVATE WELL 0 433 PROPMM TP /.I -582-�-2185 I REDUCE: SETBACK FROM' BORDERWG VEGETATED WETLANDS JU7ABOW 781, WALL )#`40 FROM 50' TO , 36. 4 . ;ri PROJECT TOTAL LEACHING -AREA= 250.0 S.F 77TLE. STAIRS AND SEASONAL DOCK SE WA GE DISPOSAL I H 11111 ' Y_ 50' TO 48.3' 1 , (g) REDUCE SETBACK. FROM SURFACE WATERS FROM • ?VITAL cApAcrry= 185.o GALLONS PER DA I �(b) REDUCE. SETBACK FROM PRIVATE WELL FROM 100' TO 53 41 SYSTEM , UPGRADE 4, 39 \35 LOCUS MAR N. TS 40 42 DESIGN J[�)lli?OPOS 41 40 PROPOSED 38 HAY BALES AT EXISTING 37 34 AND/OR SILT FENCE EXIT 6 ID CAPE HWY #40 ,NYE:5 POINT SAY CESSPOOL PROFILE. N.T.S. • ABANDONED BARNSTABL4 NA 42 3 AS PER 15.354 6 KAP 2M 4WT .I.9 EL-4ZI:k EL-42.5* 66, `gyp, 0 PREPARED YOR- o DA VM K V"CM ELpw 4&3+ TO BE SET LEVEL TOP OF FOUNDATION 4,?:0" RIDGE CIRCLE OUTLET COVM TO BE BROUGHT FOR MN. 2' vATHw S* OF FHSHM GRAM Ali WEYMO U77Z,' AlA 02188 EL-41.6* (mh)' ELEV. 43.3--t- NG VD 2' MN. 4* PVC : SCH 40 NSF DATE- MARCH 13, '2 ` a ce IV PVC 4W/ --A -1/8 -3 DOUME WASHM STONE 3 .804-40 le PVC SO4 40 COMMONWEALTH OF MASSACRVSEM 'G,RUSSELL COMP. Y u DIVISION OF FISHERIES & #MDUTE CHECK , W.P_, S YL VIA 3/4--1 1/2- DOUBLE WASHED STORE 4 0.8�1 .40 SCALE: 1 10 PLEASANT VATH ZABEL FILTER INYI DRA WX G.RUSSELL AM SUPPORT LEG BOTTOM EL- 39.50 T!l .... VE FEET .55 5 OUTLET FIELD,*�-CR,&G '.A V"CURA P.L S. DIST. Box R .......... .................. c -40.15 5 10 15 20 25 ....... ............ I A PPRO VED, G.RUSSELL ... NECK BEI7 1500 GMI.ON PRECAST CONCRETE 'MIGH WATER ELEV.-34.5 . ................ ......RD ........ s Zz r" T6 BOTT --K-14 Ad Ll� nn 3, is rN, ............. ....... D ' OF SEPTIC TANK 10JEEPING IN PIT #1 . . . . .. XB.�No.".602,3 .1 7", 0 JI