Loading...
HomeMy WebLinkAbout0072 GLEN ROAD - Health . 72 Glen Rd 267-109 Hyannisport e a, n a 6 O .I U c 'R TOWN OF BARNSTABLE F-C- LOCATION 6 •ew aD SEWAGE # S`I �/Gy VILLAGE 64�y `2� ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. J6i +�cip �inWJcr p' 17y�� SEPTIC TANK CAPACITY /SLG GEC f `oc�r GAL �J�aP C6� LEACHING FACILITY: (type) Z1 (size) NO. OF BEDROOM 3 BUILDER O OWNE PERMITDATE: ar 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) �0 d Feet Furnished by J C E I r; JuW`1 � McJJ � �3 � f I z � , 1 Z _ �7 No. l%cJ Fee THE COMMONWEALTH OF MASSACH ETTS Entered in computer: Yes% PUBLIC HEALTH DIVISION'-TOWN OF BARNSTABLE, MASSACHUSETTS ZIpoYication for Mi5paal *p5tem Con!5tructton Permit Application for a Permit to Construct( )Repair(V)Upgrade( )Abandon( ) /Complete System ❑Individual Components Location Address or Lot No. r, /- e - Owner's N e,Address and Tel.No. G (f 'r �iocf� Asses is Map/Parcel Installer's Name,Address and Tel No. /!t� Designer's Name,Address d Tel.No., 7,73 Type of Building: Dwelling No. of Bedrooms Lot Size-�OZ J� sq.ft. Garbage Grinder(�D Other Type of Building W_I No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow �/ gallons. Plan Date / A 6r A9.3 Number of sheets Revision Date 3 e2 Title SS �' G! / GL'C� Size of Septic Tank /D 49 Type of S.A.S. d Description of Soil, Nature of Repairs or Alterations(Answ�hen applicable) Date last inspected: Agreement: r- 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 Certifi- cate,,of Compliance has been issued b is o f He h. Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued --�- -�--- - - - ------ ------� _-a�._-a� - -s_�------_-- - t Oct ` 4 �� �� No. l _ - Fee VYeq, THE COMMONWEALTH OF MASSACF ISETTM ' Enteredcomputer: -r PUBLIC�kLEALTH DI�ffS10� -TOWN.OF BARNSTABLE MASSACO + S ` ",� s ZippYication for Mrgpo!5ar ,A!5tetn Con5tructton Permit � Application for a Permit to Construct( )Repair.( Upgrade-( :')`Abandon( .) Complete System O/Irtdividual Components Location Address or Lot No. /1e� Owner's ame,Address and Tel.No. (f l /, 1 Assessor's Map/Parcel �`/ O .rr ©u h J, Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 77/ 4 soy'- z 73 Type of Building: l Dwelling No.of Bedrooms Lot Size 9�Z z: sq.ft. Garbage Grinder(/ O r ' Other Type of Building % P l No. of Persons Showers( ) Cafeteria( ) Other Fixtures r Design Flow 33/�gallons per day. Calculated daily flow gallons: Plan Date /r')/Z S 1-: 3 Number of sheets / Revision Date // Z3 le ` Title Ste✓, Aq G/,g 4/,-�� S�I, j Size of Septic Tank /S >1 //�/.$� ��®.tr,/,� Type of S.A.S. Description of Soil, ' Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b his o dRof ZHR6� 4 Signed / Dan�e A ' Application Approved by �� r _ lC/� /�i A6.1 e / Application Disapproved for the following reasons ,/ N is `, Permit No. � Date Issued _ __ ___ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance f THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( i/)Upgraded( ) Abandoned( )by a9z 7` at /' / has be n constructed 'n accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 'dated �d Installer r�� -16 # ! -Designer ' 1 .A r The issuance of this permit shall not b construed as a guarantee that the yst nction as designed. Date Zr1 ��` Inspector em �t ———————— ————————————————————————-——— No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mizpogal *pztem Construction Permit Permission is hereby granted to Construct( )Repair(Upgrade( )Abandon( ) System located at Z Pr1 �- ���/ �Y�iz zwnc 7' 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 m/t>sstt be completed within three years of the date of t 's permit. Date:_ /�/J/ (�. Approved by , DEED RESTRICTION WHEREAS, Justine K.Rioux and Anne K.Somerset of 30 Terrace Road,West Hartford, , Connecticut(is)are the owner(s)of the land together with the buildings and improvements thereon situated at 72 Glen Road,Hyannisport,Massachusetts and more particularly described as Lo.t 109 on Assessor's Map 267 on record with the Town of Barnstable's Assessors Department and also recorded as lot 11 with the Barnstable County Registry of Deeds in Plan Book 86 page 127. Said lot containing 9,023 square feet+-according to said plan;and WHEREAS, I(We)as owner(s)of said Lot 11 have agreed with the Town of Barnstable Board of Health to a restriction on the number of bedrooms that can be included in any home now existing or hereafter constructed on said lot as a pre-condition to obtaining a Certificate of Compliance for the on-site septic system repair/replacement/installation recently completed on said lot pursuant to State ' Environmental Code,Title V, 310 CMR 15,000 et.seq.;and WHEREAS, the Town of Barnstable Board of Health as a pre-condition to granting the Certificate of \ Compliance is requiring that the agreement to restrict the number of bedrooms in any home now existing or hereafter constructed on the lot be put on record with the Barnstable County Registry of Deeds by' recording this document; NOW, THEREFORE, I(we)do hereby place the following restriction on the above referenced parcel in accordance with the Town of Barnstable Board of Health,which restriction shall run with the land and be binding upon all successors in title: {` 1. Any home now existing or hereafter constructed on the above-referenced Lot 11 shall contain no more than Three(3)bedrooms. We agree that this shall be a permanent deed restriction affecting the above-referenced Lot IIn61;o knownl; as Glen Road,Hyannisport,Massachusetts,as shown on said plan recorded in the B ai-nstatile County Registry of Deeds.This restriction may be released by the Town of Barnstable's Board'.of Health'should 'r regulations change or sewer become available. For our title see Deed recorded in the Barristable'County Registry of Deeds Book 10249 Page'137& 138.,t Executed as a sealed instrument this th day of / ,2004 ustine K.Rioux Anne K.'So State of Connecticut ,I, Hartford SS. rK j; Date: y y 20044 1 Then personally appeared the above—namedw4f a p,K 'R16U_V { fK rc,S4 muscj- and,acknowledged foregoing instrument to be their free act and deed before me. .114 Yl. lld, Notary,Public . ,ty commission expires: Nicolle B. Serafino-Marrin Notary Public ; My Commission Expires November 5,2010 LETTER OFIRANSIVIITTAL 1 - '::Li;' , .; S , .viTl`w.i.I,t:'iYJ:ai:,!• , ;I;a!'Ci;i•�t: 1. 1 - _ _....... .... JC Engineering; Inca l . _ . . ........._.._...._�. _.. Civil&Environmental Services 2854 Cranberry Higliway""` r� fi06, Telephone: 508-273-0377 E.Wareham,MA 02538 Facsimile: 508,273-0367 TO: Justine Rioux_&Anne Somerset_ DATE: 12/11/03 JOB NO. 1`505 ' 187_Wimblton Drive-- - _ _ _ - RE: A copy of WPA form 2- Longmeadow,Ma 01106 Dertermintion of applicability WE ARE SENDING YOU: X Enclosed _ Under separate cover via the following: . Report _Prints Brochures Shop Drawings Specifications _Copy of Letter Change Order Contract.Documents: Dear Junstine•Rioux and Anne Someret;' 1. Enclosed please find a copy of the the Determination of Applicability form for you records. Any questions,please do not hesitate to call. ., s• r: , ri,: .. - -Thank-you, .. ,.'.Ar`L a„'.• , t,n'!`,7. a;!"f,.,Z Annmarie Churchill THESE ARE TRANSMITTED as checked below: For Approval _Rdsubmil Copies for Approval x For Your Use —Approved as Noted Copies for Distribution As Requested _Returned Approved as Submitted Returned For Review and Continent x For Your Information ! REMARKS ;j, C 1 t.o eACA 1 l! k 1f +! t ! E COPY TO: SIGNED: Annmarie Churchill ' :` t; t;-'1T!'.I .. �,•.r+tn,.':rr"lYlr r�yt,vlrtp.5t•r n+I...{f...F r '"YV!✓r I' .. M' r.ht 7'17R:^OO IIJ rJ...W,.1-•r yr,w....ur 1111 Grtl •Y'.•n l�i?1 .'� ! k1N Lli�'1� } t �� ;f: ! Erllt 1C„,rM ;srYt�o ,.n�,ig�7. '4,4�t.:1t" �1 ,.,,AV. iwi r.x„ry,,t,gtr�?., IIMIS2tG:ItnNrfstrl,Ylt�?uat9P^a,rvu2�.:5:TJ6 stge, l�r,< }�3 1t h/Y"A.4 RECEIPT � 1 Printed:05-12-2004 ® 15:59:10 BARNSTABLE COUNTY REGISTRY OF DEEDS i JOHN F. MEADE, REGISTER Trans#: 185564 Oper:JEANNE Book: 18583 Page 90 Inst#: 373131 .p Ctl#: 2335 Rec:5-12-2004 ® 3:57:03p BARN 72 GLEN ROAD DOC DESCRIPTION TRANS AMT { 1 RIOUX, JUSTINE K c ' RESTRICTION 10.00 rec fee 10.00 -Sur-charge-•CPA-$20.00 20;00 State Fee $40.00 40.00 Surcharge Tech $5.00 5.00 Total fees: 75.00 Ctl#: 2336 Rec:5-12-2004 ® 3:57:103p DOC DESCRIPTION TRANS AMT ----7---- POSTAGE FEE 50 {' Mail per page fee *** Total charges: 75.50 CHECK PM 843 76.50 Overpayment amount: 1.00 REF CASH REFUND -CASH 1.00 { (1.4 '1. i y, � I • 1 1Teii.1 Y R+' I' LETTER OF TRANSMITTAL ! t. JC Engineering Inc. Civil&Environmental Services 2854 Cranberry Highway Telephone: 508-273-0377 E.Wareham,MA 02538 Facsimile: 508-273-0367 Barnstable County Registry of Deeds DATE: 5/7/04 JOB N0. 505 Bamstable County Complex - RE: Recording of Deed Restrictions' ter•, P.0_Box 368 for 72 Glen Road Barnstable,MA 02630 — H Hyannis port,MA - ---I WE ARE SENDING YOU: x Enclosed _ Under separate cover via the following: I Report Prints Brochures Shop Drawings L. Specifications _Copy of Letter —Change Order Contract Documents Dear Register. Please find enclosed for filing a Deed Restriction for 72 Glen Road Hyannisport MA t t ' Also enclosed is check#843 in the amount of$76.50 for the recording fee and returned ji of proof of recording. 1 If there are any questions,please contact our office t 5 r i t THESE ARE TRANSMITTED as checked below: i, ,�:,,• ,, . For Approval _Resubmit Copies for Approval For Your Use _Approved as Noted Copies for Distribution As Requested _Returned Approved as Submitted Returned —For Review and Comment For Your Information REMARKS i- t 6 i i COPY T0: File/Client SIGNED: 1 t ! n r i LETTER OF TRANSMITTAL.1 } JC Engineering Inc. Civil&Environmental Services 2854 Cranberry Hwy. V, D Telephone: 508-273-0377 E.Wareham,MA 02538 ' Facsimile: 508-273-0367 TO: Mrs.Justine K.Rioux _ DATE: 5-10-2004 JOB NO. 505 187 Wimbleton Drive _ _ RE: Filing the Deed Restriction 1 i Longmeadow,MA 01106 for 72 Glen Road,H annis ort,MA - WE ARE SENDING YOU: X Enclosed _ Under separate cover via the following: Report —Prints —Brochures Shop Drawings Specifications Copy of Letter Change Order Contract Documents I — — Dear Mrs.Rioux, Enclosed,please find a copy of the letter sent to the Barnstable County Registry of Deeds for filing a Deed Restriction regarding 72 Glen Road H annisport MA { If you have any questions,please call our office; ' . Thank You, - c; Nicole Miglino THESE ARE TRANSMITTED as checked below: , For Approval —Resubmit Copies for Approval I < .. X For Your Use —Approved as Noted Copies for Distribution As Requested —Returned Approved as Submitted Returned — For Review and Comment X For Your Information t REMARKS COPY TO: SIGNED: _ t Ir S • I .' 'J�'•ll' i +' DATE: ,y + , 13yt1 FEE: ! #• BARNSTABIZ REC. BY 1111 Town of Barnstable CHED. DATE: ' Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM i LOCATION �•Z � �A� Property Address: u%a Assessor's Map and Parcel Number: 101 Size of Lot: $ l S� s m;PT, a+ Wetlands Within 300 Ft. Yes Business Name: No {_..Subdivision Name: pp � APPLICANT'S NAME: JuSTtN5if toQX Phone l3) Tv-7 ' 3 '(o,9 r Did the owner of the property authorize you to represent him or her? Yes ✓ No PROPERTY OWNER'S NAME pp CONTACT PERSON Name: J.)SI1NLE L%joX 4 NN06 SGOA6f4(;`T Name: L. �nlfnWlsLtL►ti1�1 Inc. i Address: 1 ,6-• W t n^gt.6Vot3 'Ib R,tvt,Ir Address: W A Lt;N ' E I \10�9 Phone: �Sy�� • it �� ,` • VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) ; NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System+ '.`1°t Checklist(to be completed by office staff-person receiving variance request application) T Four(4)copies of the completed variance request form — t Four(4)copies of engineered plan submitted(e.g.septic system plans) I Four 4 copies of labeled dimensional floor lans submitted(e.g..house plans or restaurant kitchen plans '. �, s — Signed letter stating that the property owner authorized you to represent him/her for this request 11 44. '; Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applici nt%expense (for Title V and/or local sewage regulation variances only) i ` v i Full menu submitted(for grease trap variance requests only) I rc Variance request applicationfee collected (no fee for lifeguard modification renewals, grease,.trap'variancelrenewalst[same owner/leasee only), d e age disc;sal,sya teems outside dining variance renewals[same owner/leasee only],and variances to repair faded sewage drsposal systems [only if no expansion to the building proposed]) _ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.;Chairman NOT APPROVED Sumner Kaufman,l M.S.P.H. y1 �...e r.�•...ern,.•.' �.. +••�' t REASON FOR DISAPPROVAL Wayne A.Miller;M.D. t C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LKFB\VARIREQ.D0;C i' . :� )i �. '�.��t�' ". '. t - i, :slt :fit'► ,i'-�^[��'.i + ' �' . tit LETTER OF TRANSMITTAL + µ. k +6k`. ! ''"! F''CF• '�tt� t ti i tl. -•'pF,r•!.�. 1 !, y: r yy ,� { � RAY•• r �� � ;^�� w'.'�ly+ JC Engineermg'Ine �.� Civil&Environmental Servicesi�: * 2854 Cranberry Highway 3tt,4.-: I I AVIIRI�p Telephone: 508-273-0377 East Wareham,MA 02538 4 Facsimile: 508-273-0367 n "�y+ ,?�✓!�rat•"y• TO: _MS Justine Rioux �..I:i _ _ DATE: 29-Oct-03 JOB NO. 505 MS Anne Somerset ., _ RE: BOH Variance request form and plan 187 Wimbleton Drive'' f Longmeadow,MA 01106 + ' t WE ARE SENDING YOU: X Enclosed _ Under separate cover via the following: Report X Prints _Brochures Shop Drawings Specifications —Copy of Letter _Change Order Contract Documents Dear MS Rioux&Somerset, Enclosed for your records please find one copy of your septic system upgrade plan and Board of Health variance request form. Any questions or concerns,please feel free to call. Dave Simmons THESE ARE TRANSMITTED as checked below: P For Approval _Resubmit Copies for Approval For Your Use _Approved as Noted Copies for Distribution ' t f As Requested _Returned Approved as Sub6tt d ly. ih i F 4 ' i ° I f, Returned For Review and Comment For Your Information REMARKS I , COPY TO: SIGNED: LETTER OF TRANSAUTTY AL < JC Engineering Inc. Civil&Environmental Services 2854 Cranberry Highway Telephone: 508-273-0377 E.Wareham,MA 02538 Facsimile: 508-273-0367 30/03 Ms.Justine Rioux DATE: 2-Dec-03 JOB NO. 505 187 Wimbleton Dr. RE: Board of Health Variances Longmeadow,MA 01106 for 72 Glen Rd H annis ort MA WE ARE SENDING YOU: x Enclosed _Under separate cover via the following: Report _Prints _Brochures Shop Drawings Specifications Copy of Letter _Change Order Contract Documents Dear Ms.Rioux: Enclosed please find a copy of the variance with conditions which was granted by the Barnstable Board of Health. Any questions,please do not hesitate to call. t {„ Thank you I Rebecca R.Figueroa € " r THESE ARE TRANSMITTED as checked below: For Approval _Resubmit Copies for Approval For Your Use _Approved as Noted Copies for Distribution r As Requested Returned Approved as Submitted Returned For Review and Comment For Your Information REMARKS �7x..t: t' { COPY TO: File SIGNED: • + .^� k'i 1...i�.�Kj�-'i! y'.�f �ia�c, "'tl. •� Sr!�,,.Y, i " 7!: sARNBTAHLE, Town of Barnstab NOV-10 2003 li Board • �� ���5 200 Main °f Health , .. - --, Street, Hyannis MA 02601 "� F i. ,Office: 508-862-4644 FAX: 508-790-6304 c� Susan G [tack,R.S.S.,I(Sumner Kaufman,MSPH OpO Wayne Miller,M.D.l r ! Mr. John L. Churchill, u. I ' } I Jr., P.E. October 24 2003�i.5''1 JC.Engineering;;Inc. 2854 Cranberry Highway °r{�rt� ,..: `#° x: � East Wareham, MA 02538 RE: 72 Glen Road ` ,:Hyannisport rrt , 1 Dear Mr..'Churchill, You are granted conditional variances on-behalf Ann Somerset to;,-construct a,-1 sewa e ;: !, ehalf of Your.clients,Justin Rio'ux and' ¢�,, .� �• Hyannlsport, Massachusetts. g disposal:,:.system,:at 72 .:Glen !Roadl' The var Banc Os'granted are as.-follows: . 310 CMR 1: The soil absorption system will be located "from the rear property line, in lieu of the ten seven feet away; ' distance required. feet minimum separatio $. 310 CMR 15.211: The soil absorption system i from the.side property line, in lieu of thetenocated seven feet away.' distance required. feet minimu - ' ' K`�.: m separation Y i 310 CMR 15.211: The soil absorption system will be located six feet aw ? the retaining wall, in lieu of the ten feet minimum se ara required. , ay from � p fion distances '' I These variances are granted with the #'following conditions: • ' � ' (�) The engineered plans shall be revised to show plan and shall be submitted to the Public Health Divisi � �� ; klllobtaining a disposal works constr a land surveyor,2stamped : .,.. .. construction permit. °n Office'prior`to. '. (2) -No. more' than three 3 Property,. . O "bedrooms :maximum -pre-,author ized; at.,.this P y Dens,' study rooms; offices; finished attics;. slee in' d Churchill2 1: . P. ,g. and: t - - fir a•r�i tr •F, +� I gat it. similar-type rooms are considered "bedrooms" according 1 to.tthe�I MA°l1; ; Department of Environmental Protection. �' a '•fit}, f.�,"� , , (3) The applicant shall record a properly worded deed .restriction,�signed by; the owner of the property, at the Barnstable County Registry._of{Deeds II restricting the property to three (3) bedrooms maximum. A copy,,of the recorded deed restriction shall be submitted to the Health Ag6rit,l prior, to, obtaining a disposal works construction permit. U Y. (4) The land surveyor shall stake the soil absorption location prior to the installation of the soil absorption system. (5) The professional engineer shall supervise the construction of the'onsite`;, t.. ...;.•;— :n^ , +'.' .' -wit ��-' Ip11"�.+f. ..%; sewage disposal system and shall certify in writing to the Board,ofiHea,,_ ,t' that `.the system was installed in substantial comliliancer with the ' engineered plans.: - These variances are granted because the physical constraints at the';site. severely restrict the location of the soil absorption system due to #high. groundwater and due to the small size of the lot. Sin c rely your 1• ' *. yri iller;'M.D. hair n I 1 � ; 'i , . , .it•�f+t'�r.+Qkiikb•Vi)f,#tt w_'�• '�h . ..t. j } .. - ,.a,."�,',;,� •lit. 4* , 4,_,y ChurchiI12 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Wetlands .;WPA Form 2 — Determination _ k LLI of Applicability ,. arm" Massachusetts Wetlands Protection Act M.G.L. c. 131`;°§40 •i' � . 4 A. General Information Important: When filling out From: forms on the Barnstable computer, use Conservation Commission only the tab key to move To: Applicant Property your cursor- Owner(if different from applicant): do not use the Junstine Rioux &Anne Somerset M return key. Name Name 187 Wimbleton Drive te6 Mailing Address Mailing Address J +^ rt +.. s� #°w", 'i f'a G�r •: Longmeadow MA 011.06 - t ,i1 '. City/Town r State ;• Zi Code . + f p Citylrown ".. 1. .�, x stater.*; i'41,zip Code 1. Title and Date (or Revised Date if applicable) of Final Plans and Other Documents: Proposed Septic System Upgrade Located at 72 Glen Road October 28, 2003 Title Date , Title Date Title Q r Dater. ,:: . 2. Date Request Filed: November 7, 2003 y Y w B. Determination •e ii ,t'• Ict-+ ji�,t{i��!I�e �iY'�{��'i', •f ti.i rir , 1'+a• t i•}n!x ''ttru,.rtr nrt5,t�4tt'Z«ir` I•}:�{)W-v-!. , Pursuant to the authority of M.G.L. c: 131, §40, the Conservation Commission.considerel our Re •best for Determination of Applicability, with its su "'e"n" f,,.P:.�., r M.0*04 our q , pporting documentation, and made the following t Determination. sp•rt:i . �,. n+r..,•tX��""� ) a+► �..� . , •ftrCr�-tlt� �,;:''trrl<�-�;'��tc 'ki .. Project Description (if applicable): I _ Upgrade of an'exlstinq falled'septic system. > 4 ' 1• .I ,.-+{tlrti'itTs 1:�. •t t I a!C EIV DEL 1 0 2003 7p Yarl Project Location: 72 Glen Road Hyannisport Street Address City/Town Assessors Map/Plat Number ParceULot Number' �+ A wpaform2.doc•rev.1214/03 t Pape 1 of S • l DA-03077 Massachusetts Department of Environmental Protection " , Bureau of Resource Protection - Wetlands WPA Form 2 — Determination of A licabilit pp Y Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 B. Determination (cont.) ❑ 6. The following area and/or work, if any, is subject to a municipal ordinance or bylaw but not subject to the Massachusetts Wetlands Protection Act: ❑ 7. If a Notice of Intent is filed for the work in the Riverfront Area'described,on referenced`•plan(s) and document(s), which includes all or.part:of_the work described in�ttje.Repuest;'thie-agplicant must con"sider th'e following alternatives. (Refer to the wet an at 10.58(4)c for-more information about the scope of alternatives requirements): ❑ Alternatives limited to the lot on which the project is located. ❑ Alternatives limited to the lot on which the project is located, the subdivided lots, and any adjacent lots formerly or presently owned by the same owner. ❑ Alternatives limited to the original parcel on which the project is located, the subdivided parcels, any adjacent parcels, and any other land which can reasonably be obtained within the municipality. ❑ Alternatives extend to any sites which can reasonably be obtained withirl7the�tapprop�iate region of the state. Negative Determination Note: No further action under the Wetlands Protection Act is required by the applicant. However, if the Department is requested to issue a Superseding Determination of Applicability iWork mayMnot proceed on this project unless the Department fails to act on such request'.within 35adays of:the date the request is post-marked for certified mail or hand delivered to'the DepartmentWork.maythen proceed at the owner's risk only upon notice to the Department and to the ConseivationxCommission.r Requirements for requests for Superseding Determinations are listed at the end of this document. 1 The area:described in.the Request is not-an area,subiect_to protelction�under,fhe�Act or the;)i.'. . Buffer Zone. ' ❑ 2.The work described in the Request is within an area subject to protection'under the Act, but will not remove,fill, dredge, or alter that area. Therefore, said work does not require he filing of a, Notice of Intent. r,` F; ® 3. The work described in the Request is within the Buffer Zone, as,defined in,the regulations, but will not alter an Area subject to protection under the Act.Therefore, said.work doeslnot require the filing of a Notice of Intent, subject to the following conditions (if any) r -a ; Screening vegetation shall be planted on the exposed/side of the'ietainin6 wall. ❑ 4.The work described in the Request is not within an Area subject to protection under the Act (including the Buffer Zone).Therefore, said work does not require the filing of a Notice of Intent, unless and'until said work alters an Area subject to protection under the Act. wpalorm2.doc•rev.12/4103 Page 3 05 DA-03077 ' Massachusetts Department of Environmental Protection .. n1fe;, A/r_3 Bureau of Resource Protection -Wetlandslf st, „WPA, Form 2 — Determination of Applicability ; Massachusetts Wetlands Protection Act M.G.L.Ll fNl►� B. Determination (cont.) ❑ 5.The area described in the Request is subject to protection under the Act. Since the work,," described therein meets the requirements for the following exemption,'as specified in the Act and the regulations, no Notice of Intent is required: ' Eli fta Exempt Activity(site applicable statuatory/regulatory provisions) j �?`J r�'•'.i ski' .1f �...+u. ❑ 6.The area and/or work described in i Request Re uest is not subject to review and approval by")r1 rM,��, .{ Barnstable - Name of Municipality ;' 4• ; Pursuant to a municipal wetlands ordinance or bylaw. Town of Barnstable Ordinances Article XXVII'i Name Ordinance or Bylaw Citation C. Authorization This Determination is issued to the applicant and delivered as follows: ' ! ❑ by hand deliver on by certified mail,'return receipt.requested on OEC 0!9; 2003#i ' Date Date r This Determination is valid for three years from the date of issuance (except'Determinationsforta r Vegetation Management Plans which are valid for the duration of the Plan);_fThis,Determinaation;does;not relieve the applicant from complying with all other applicable federal, state, or local statu tes#ordinances, bylaws, or regulations. This.D.etel'minatiorr must'be•signed`by a majority of the Conservation.Commission A.;Copy rpust be.sent to the appropriate DEP.Regional Office (see Appendix A) an the property owner,(if Wig applicant). erent fro the applicant). Si natures: f;'20o3,before On this _day of me personally appeared! "' �` -to me known to be the person described in a ted the.; foregoing instrument and acknowle� executed the same as his/her free ei Notary Public My commission expires t r;t. -..• i • f, l Page 4 of 5 wP wpaform2.doc•rev.1124103 (' • f r DA-03077 Massachusetts Department of Environmental Protection ..__ +' #tr± 1 1g s vv yfiry f . .Bureau-of Resource Protection - Wetlands r _ tt lf. WPA Form 2 - Determination of-Applicability r, Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 1- - ,_;. ,;,�,• D. Appeals 'r The applicant, owner, any person aggrieved by this Determination, any owner of land abutting the land upon which the proposed work is to be done, or any ten residents of the city or town-in:which such land is located, are hereby notified of their right to request the appropriate Department of Environmental Protection Regional Office (see Appendix A)to issue a Superseding Determination;of-Applicability.+The request must be made by certified mail or hand delivery to the Department,.with,the appropriate filing fee and Fee Transmittal Form (see Appendix E: Request for Departmental Action Fee Transmittal.Form) as provided in 310 CMR 10.03(7)within ten business days from the date of issuance of this Determination. A copy,of the request shall at the same time be sent by certified mail or hand�deliveryto4the Coriservation Commission and to the applicant if he/she is not the appellant The request.shall state,clearly and concisely thebobfections to the Determination which'is bein 'appeal d' th xten hat the Determination is basecfon a municipal ordinance-or bylawand nqt on fhe�f�lassachisetts Wetlarids • + ` ak ­ Protection Actor regulations, the Department of Environmental Protection has,no appellate jurisdiction. t.' i I i i I . i wpalormUoc•rev.12/4/03 Pape 5 of 5 ?OCT-28-2005 05 :00 PM JCENGINEERING 508 273 0367 P. 01 Town of Karnstame Regulatory Services Thomas F. Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office; 508-862-4644' Fax: 508-790-6304 Installer& Designer Certiflcation Forth Date: IOf ds3�a5 Designer: 3G l:r►cjihce(Mq IAC Installer: 86r4dopi G444/401 Address: R954 Gc%vkir� NWT- Address: PO.ha 701 � u. Wav& m, M4 49 5 39 /HurAens mi MA "6 Y 8 J Lolez"Iwas 4n l/6l0 J �OI tD�O issued a permit to install a (date) (installer) septic system at la -64 e h R !1 mit i based on a design drawn by a dre s) 16 t Ct' Inc _ dated Id/a�stn Rev //tR yh-3 T (desr er) x 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. t A OF JOHN L. CHURCHILL � 4 (Installs s Signature) c R.L ' No. 1 7 esigner's rj/S�RN (A esign s amp ereAS ST LIC H DIS10 CERTIFICATE CO L CrL NOT 0,E__1S9MD UMIL BOTH THI AND AS- gVMT C IVED BY THE BAgNSTABLE EUBLIC HEALTH DIMSION, THANK YOU. Q:Health/Septic/Desiper Certification Form - " Town of Barnstable_ > tsenaLE. z HAM 9.A,� Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,RS. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. October 24, 2003 Mr. John L. Churchill, Jr., P.E. JC Engineering, Inc. _ 2854 Cranberry Highway East Wareham, MA 02538 RE .72 Glen Road, Hyannisport A 267 109 Dear Mr. Churchill, You are granted conditional variances on behalf of your clients, Justin Rioux and Ann Somerset, to construct a sewage disposal system at 72 Glen Road, Hyannisport, Massachusetts. The variances granted are as follows: 310 CMR 15.211: The soil absorption system will be located seven feet away from the rear property line, in lieu of the ten feet minimum separation distance required. 310 CMR 15.211: The soil absorption system will be located seven feet away from the side property line, in lieu of the ten feet minimum separation distance required. 310 CMR 15.211: The soil absorption system will be located six feet away from the retaining wall, in lieu of the ten feet minimum separation distance required. These variances are granted with the following conditions: (1) The engineered plans shall be revised to show a land surveyor stamped plan and shall be submitted to the Public Health Division Office prior to- obtaining a disposal works construction permit. (2) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and Churchill2 similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (3) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of..the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The land surveyor shall stake the soil absorption location prior to the installation of the soil absorption system. (5) The professional engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health ----- ---- that-Ahe system- was-imstalled—in—substantial—c-Gmptianee—wth she engineered plans. These variances are granted because the physical constraints at the site severely restrict the location 'of the soil absorption system .due to high groundwater and due to the small size of the lot. Sin c rely your , yn filler, M.D. hair n Churchi112 ��++T / 0C I 2 f'n 3 DATE: �. TOWN OF b,,.,,•,,S ABLE FEE: ta�rtsri►aias = HEALTH f-DEPT. sftaes. REC. BY `pl �prFO MAr A Town of BarnstablgCHED. DATE: Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Wayne A.Miller,M.D. VARIANCE REQUEST FORM LOCATION Property Address: L Lza K.A� Assessor's Map and Parcel Number: Z—(,l 101 . Size of Lot: FT, t Wetlands Within 300 Ft. Yes ✓ Business Name: No Subdivision Name: APPLICANT'S NAME: Ju S T t a It F o—t oQ X Phone ('-11 3) T vi - 3 S(9 9 Did the owner of the property authorize you to represent him or her? Yes ✓ No PROPERTY OWNER'S NAME CONTACT PERSON Name: JjS11N6 L%o X 4 NW6 90"1%694 Name: J L. Lnlfnl�Jl�L(Z ItJ(y I�.lc - Z,»Sy C(LAA(6krL/.�t t-l�c�Kwhy Address: 1 164 W t M BL.4ralJ �Q Lv�� Address: R.t;H 4•h MA aZ S a O�10C9 Phone: (SJ20 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) 96L l�-rrA c.trtHL� Fc, K S NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System Checklist(to be completed by office staff-person receiving variance request application) _ Four(4)copies of the completed variance request form Four(4)copies of engineered plan submitted(e.g.septic system plans) — Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) — Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) — Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals [same owner/leasee only],outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems [only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Wayne A.Miller,M.D. pr 10,9� h+D C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LKFB\VARIREQ.D0C JC ENGINEERING, Inc. Civil & Environmental Engineering 2854 Cranberry Highway East Wareham, Massachusetts 02538 r5 � _ x' Ph. 508-273-0377—Fax 508-273-0367 VARIANCE LIST The following variances are necessary to upgrade the failed septic system at 72 Glen Road, West Hyannisport: • 310 CMR 15.211 — Soil Absorption System setback from rear property line of 3' (10' to 7') , • 310 CMR 15.211 - Soil Absorption System setback from side property line of 3' (10' to 7') • 310 CMR 15.255(2)(g) - Soil Absorption System setback to retaining wall of 4' (10' to 6') ,d�,.G�,�'F:'�t4���'vF,'..,.kj` +a"%^T,;'A.����7,•��b�.716,n.1�r7'•i4T��G:��.<<rc "i!;', ';(:?. �•.x"t;J'r. ��:,��p. Y s I I � / D 7 \' ._ .:.:� �� '� e,, � � �,� �- ..0 �. � f. ,,.-�r y \ ,. ,.C �� ..._... �� � =� � :.�=r �� - .��.. ���- - , �. . . t 1 �` TOF= 1 1.16' PROVIDE PRECAST CONCRETE EXTENSION 3/4"TO 1-1/2"DOUBLE WASHED STONE TO CROWN OF PIPE ACCESS BOX WITH COVER TO GRADE GENERAL NOTES F RISER WITH CONCRETE COVER TO WITHIN 2"CAP WITH NUT 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION 6"OF FINISH GRADE OVER OUTLET COVER 2"SCH.40 2"OF 1/8"TO 1/2" DOUBLE WASHED STONE TO D-BOX METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. ' ' 18" TOP OF S.A.S. = 12,72'� 12"MIN. 36"MAX. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD FINISH GRADE @FND. EL.= 10.8-11.0 FINISH GRADE OVER TANK EL.= 10.5 -11.0 3"MIN. UL I OF HEALTH AND THE DESIGN ENGINEER. 20" MIN.ACCESS COVER 36"MAX. 5/16"PERFORATION TO BE PLACED 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL (TYPICAL FOR 3) CONTINUOUS PITCH BACK IN THE END CAP HORIZONTALLY BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. PROPOSED PROPOSED TO PUMP CHAMBER i NEAR THE CROWN OF THE PIPE AT 4"SCH.40 PVC " 4"SCH.40 PVC - > E, THE END OF EACH LATERAL. 4 UT, TH s TO PREVENT BREAKOUT, E PROPOSED FINISH GRADE SHALL NOT BE LESS THAN 2 DROP MAJC. ELEVATION = 12.72' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS SLOPE @ 2%min. 3" 3"DROP MAX. g" 2" SCH.40 FORCE MAIN 1-1/4"PERFORATED LATERAL SLOPE 0-1%min. BOTTOM OF TRENCH TO BE LEVEL EL. = 11.95, A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF $.25� � 14" L=4.4' 2"MANIFOLD S=0.5'r 45° ELBOW SET LEVEL INV. ELEV. = 12.45' THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. T 48" INV. OUT= INLET TEE ALARM ON BACK TO FORCE MAIN FIELD PROFILE 12" 5' MIN. 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 1 LIQUID 8.00' 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. LEVEL 7,90' LIMP ON b NOT TO SCALE GROUND WATER ELEV- 6.93' 7. LOCAL BOARD OF HEALTH TO BE NOTIFIED PRIOR TO BACK FILLING WHEN 9.00, ( TANK BTM. N SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS NOT TO OUTLET 3.90' LIMP CONCRETE 22.0' 5/16"PERFORATION AT 5 O'CLOCK(TYP.) FINISH GRADE OVER LEACHING FIELD= 13.8' - 14.1' BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH. 22"ZABEL FILTER TEE THRUST BLOCK A + SLOPE @ 2%MIN. OVER SYSTEM 8. ELEVATIONS BASED ON AN NGVD DATUM OF 11.36'MSL OBTAINED FROM THE TOP OF MODEL#A1801 HIP(GAS 6"CRUSHED STONE 7_90' 2.5, 5/16"PERFORATION AT 7 O'CLOCK(TYP.) " CONCRETE PATIO AS SHOWN ON PLAN. BAFFLE ON BOTTOM) OVER MECHANICALLY 5 10 TOP OF S.A.S. = 12.72' 12"MIN. 1-1/4 PVC 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION WITH EXTENSION HANDLE COMPACTED BASE -�� ,_ r(TYP.)lgylP' 36"MAX. PERFORATED PIPE THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE 13.8' INV. ` '= 3' AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY LENGTH 10'-6" WIDTH 5'-8" DEPTH 5'-7" LENGTH 8'-6" WIDTH 4'-10" DEPTH 5'-7" EL.= 11.95' -- 2"OF 1/8"TO 1/2" DISCREPANCIES TO THE DESIGN ENGINEER. 2" MANIFOLD 1' DOUBLE WASHED 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE 1500 GALLON SEPTIC TANK 1000 GALLON PUMP CHAMBER SLOPE 0.005T tPESTONE STONE �" STRUCTURES SHALL BE MADE WATERTIGHT. BACK TO -- _ ` 14 + EFDE TM 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR FORCE MAIN 4' ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH TANKS SHALL BE INSTALLED ON A LEVEL STABLE BASE 3/4"TO 1-1/2"DOUBLE DETERMINATION FROM APPROPRIATE AUTHORITY. PROPOSED 1500 GALLON SEPTIC TANK & EL.= 11.89' ° N " _ CROWN OF PIPE 77w� I WASHED STONETO 3' 4' 4' 3' 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS 1-1/4 LATERAL(TYP.) LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE PROPOSED 1000 GALLON PUMP CHAMBER ° ° 42.0' 70'CLOCK 50'CLOCK 14 5 MIN. THEY SHALL WITHSTAND H-20 LOADING. FIELD END VIEW A-A 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND NOT TO SCALE M z A PLAN TO SCALE NOT NOT TO SCALE GROUND WATER ELEV= 6.93 FINES. 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND _- -- � -- -- UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF #4 @ 18" 8"I EL. 13.00' OTES UPGRADIENT SIDE OF WALL SHALL BE WATERPROOF. DESIGN DATA �• ; ` • TEST PIT DATA LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN (� #3 18" r • ;•••• INSPECTOR: Sam White, R.S. COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN 1 1/2"CVR. I f @ 2) CONCRETE SHALL HAVE MIN fc=3,000 psi. HALL BE NEW AND CONFORMING 3 • • `•` • + SOIL EVALUATOR: ACCORDANCE WITH 310 CMR 15.255(3). 3 REINFORCED STEELS NUMBER OF BEDROOMS (ASSESSORS)) + Samuel Philos Jensen • • TO ASTM A615 GRADE 60. 2 • . + ` 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN W '� NUMBER OF BEDROOMS (DESIGN) 3 . . • ti 34 SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. J a 8" 4) ALL HORIZONTAL WALL REINFORCING SHALL HAVE DATE: August 14,2003 LL DESIGN FLOW 110 GAUDAY/BEDROOM . • * 16. PROPOSED PROJECT IS LOCATED WITHIN: Y a'- CORNER DOWELS @ OUTSIDE FACE,AND INNER FACE • ' • + TEST PIT#: 1 (#10,530) SWING TIES /�SEPTIC a a SHALL EXTEND TO OUTER FACE W/12"LONG BEND. TOTAL DESIGN FLOW 330 GAUDAY „ , ASSESSORS MAP 267 PARCEL 109 2'-3" MAX . . / m° OUTSIDE INSIDE ELEV TOP= 10.10, `"° DESIGN FLOW X 200 % = 660 GAUDAY + • * + • • 17. OWNER OF RECORD: JUSTINE RIOUX, ANNE SOMERSET DESCRIPTION HC(1) HC(2) HC (3) LL �° 15" � 18« USE PROPOSED 1500 GALLON SEPTIC TANK �� .� • . ELEV WATER= 6.93' ADDRESS: 30 TERRACE ROAD SEPTIC COVER IN (4) 20.7' 15.1' 5'_3« " ;7�4 3 @ 18" • • •I: •`` * • w • PERC RATE= <2 Min/In W. HARTFORD, CT 06107 EL. 10.75 SEPTIC COVER OUT(5) 27.3' 12.8' MIN. EXPOSED TO @ INSTALL A LEACHING FIELD 18. FEMA FLOOD ZONE A10 (ELEV 11), B " " ' ' . DEPTH OF PERC= 16"-34" 5 @ 15 2-0 @ 18 • r AS SHOWN ON COMMUNITY PANEL# 250001 0008 D 8" SOIL(TYP.) PUMP COVER IN (6) 32.4' 12.7' 18 12" SIDEWALL CAPACITY QUT �" TEXTURAL CLASS: 1 3'-0" °O " ' v' • 19. PLAN REFERENCE: PUMP COVER OUT 7 16.4' 47.7' • ' w .,--- 0 10.10, 1. PLAN ENTITLED"TOWN OF BARNSTABLE PLAN SHOWING THE LAYOUT OF GLEN ROAD ( ) NO SIDEWALL AREA CREDIT TAKEN � 11 8" « * -£ �.. ( AND HAVEN LANE HYANNISPORT AS MADE BY THE SELECTMEN ", START PIPE 1 (8) 51.8' 21.0' 12 . j� 11 0 Sandy Loam _ � w 11 i _ DATED FEBRUARY 19, 1965, SCALED AT 40 FEET TO AN INCH. BOOK 193 PAGE 19. 2'-0" BOTTOM CAPACITY *.- ` ° , 10YR 2/2 START PIPE 2(9) 56.2' 28.6' 1,-2« 1' 0" TOP OF UNDISTURBED PLAN VIEW-CORNER (AREA) (.74 GPD/S.F.) = GAUDAY ° 3" 9.85' 2 SCALED AT 40. PLAN DFEET TO AN INCH.I BOOK 86 PAGE LLAGE PORT, MASS. ", DATED MARCH 1949, 27. END PIPE 1 10) 27.2' 34.4' SOIL&FOOTING N.T.S. (448.1 S.F.) (.74 GPD/S.F.)= 331.6 GAUDAY 0 Loamy Sand 3. PLAN ENTITLED"COUNTY OF BARNSTABLE PLAN OF DISCONTINUANCE OF PORTIONS ( CROSS SECTION N.T.S. N (NP ) CONCRETE RETAINING WALL DETAIL . • E 10YR 5/2 OF HYANNISPORT-CRAIGVILLE ROAD AS MADE BY THE COUNTY COMMISSIONERS", END PIPE 2 11 39.4 32.3 ��� -� � �� DATED MARCH 1955, SCALED AT 40 FEET TO AN INCH. DOSING & STORAGE REQUIREMENTS r4' - 20. DEED REFERENCE: • 16" 1. BOOK 10249 PAGE 137,138 L 1 DESIGN FLOW: 330 GPD -'IX ={ Loamy Sand 21. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 1 �✓ y � r o O DOSING REQUIRED: 4 CYCLES /DAY B Perc _ 1OYR 6/8 22. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY la 330 GPD/4=82.5 GAUCYCLE " FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY w Q 38 ;.93 o FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. 1 DISTANCE REQUIRED BETWEEN PUMP r Mottling @ 38" 23. THE FOLLOWING LOCAL UPGRADE APPROVALS PURSUANT TO 310 CMR 15.402-15.405 ARE 1 0 ON AND PUMP OFF FLOATS: , REQUESTED: . , ` 55 _ 5.52 (1.)A 3.0 VARIANCE(10.0 TO 7.0)FOR THE SETBACK FROM THE LEACHING FACILITY TO THE 1 21 w 82.5 GAUCYCLE - 250 GAUFT = 0.33 FT/CYCLE _ " u' USE 0.4'TO PROVIDE FOR BACKFLOW ,,u - --''� - GrounTwater SIDE PROPERTY LINE. j ( ) I¢ *• '" %k ik at 55" (2.)A 3.0'VARIANCE(10.0'TO 7.0') FOR THE SETBACK FROM THE LEACHING FACILITY TO THE m CD STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GAL. C M-C Sand REAR PROPERTY LINE. MAP 267 W m MAP 267 STORAGE PROVIDED ABOVE WORKING LEVEL: 625 GAL. 2.5Y 7/2 (3.)A 4.0'VARIANCE(10.0'TO 6.0')FOR THE SETBACK FROM THE LEACHING FACILITY TO THE -a RETAINING WALL. PAR NEF 103 � NO PARCEL 107 102 1.60 STEWART p N/FPARKER TOTALS: U S G S LOCUS- TOTAL N PARKER m �J V V .• LEACHING AREA 448.1 SQ.FT. SCALE: 1"= 1000' LEGEND PROPOSED 1500 GALLON TOTAL LEACHING CAPACITY 331.4 GAL./DAY x 50 EXISTING SPOT GRADES SEPTIC TANK G 15 EXISTING CONTOURS B.M. ` A' Top Concrete Patio '` (40'►,I,�,V"YO ® PROPOSED SPOT GRADES Elev. = 11.36' \ / OF4q y 'q0 15 PROPOSED CONTOURS N.G.V.D. i u( ) INSTALL 1-1/4"PVC TO HOUSE.JOINTS TO BE MADE WATERTIGHT. WIRE PUMP AND FLOATS TO SIMPLEX GAS EXISTING GAS SERVICE PROPOSED 1000 GALLON / `\ CONTROL PANEL No. 1-CC2 NEMA-1 MFG. HOOVER - W EXISTING WATER SERVICE PUMP CHAMBER o S ` FOG INSTRUMENTS. MAP 267 \F�FpgV NEMA 4 JUNCTION BOX CORROSION RESISTANT& HOISTING CABLE 7 x 19 STAINLESS STEEL E/T/C EXISTING OVERHEAD ELECTRICAL UTILITIES / PARCEL 109 �MFII✓T LIQUID-TIGHT CABLE CONNECTORS SUPPORTED 1/8"DIA./ 1,760 LB. STRENGTH TEST PIT LOCATION \\ CONNECTORS SUPPORTED BY 1-1/4"PVC CONDUIT, P O.r`1 / \ a� 9,815 SQ.FT. t JOINTS TO BE MADE WATERTIGHT 2"BALL VALVE w/UNIONS SCH.80 PVC AJ �� `' N �°Syt4� _ GEORGE FISHER CO. MODEL NO. 560 O O O PROPOSED 1500 GALLON SEPTIC TANK �� ,���� 1 i (� )(4) HC(1 1,3� Fo 3" 2"SCH.40 TO D-BOX PROPOSED 1000 GALLON PUMP CHAMBER DO � ( � #72 ,- � . � "SCH.40 TEE w/CLEAN-OUT CAP EXISTING �41 8 �; TF ALARM ON « �7' G/l �/ (5 0 3-BEDROOM �4SS �. CB/DH (FND/HELD) _ 4 SOLID SCHEDULE 40 PVC PIPE TP ` (6) 100, DWELLING 00;. uMP oN _ - - - - - - 1 1/4"PERFORATED SCHEDULE 40 PVC PIPE 170. �<� I1� �-0.10 C T.O.F. = 11.16' EXISTING INTERIOR N_90 �PLIMP 2"BALL CHECK VALVE SCH.80 PVC 100 --- -- ------- 2"SOLID SCHEDULE 40 PVC PIPE 0 0 to PIPING TO BE REPLUMBED "if 00, o P.S.I. FLOWMATIC MODEL No. 208S ♦ F 1� - r M S 2"SOLID SCHEDULE 40 PVC MANIFOLD 12 PINE \ 0 PROPOSED CESSPOOL TO BE PUMPED, 00 0 ♦ 0 ��� (7) ♦ 8� ^� CRUSHED, AND FILLED WITH CLEAN SAND (2)WIDE ANGLE CONTROL FLOATS 1/4"WEEP HOLE IN DISCHARGE PIPE K" ��i ~-� ♦ CB/DH (FND/HELD) 073618 „ ♦ � ( '�.� ry90' �. HC (3 12"PIN (BARNES ) 2 SCH.40 PVC DISCHARGE PIPE ♦�� 0 PROPOSED RETAINING WALL (TOP WALL ELEV.= 12.75') 1: PUMP ON/OFF 120 ACTIVATION �9 >� 2: ALARMACTIVATION BARNES SE411 PUMP .4 H.P. 115 V 2" REV. DATE BY APP'D. DESCRIPTION �O�'LQ �.'� (10 ♦ I /- PROPOSED 40 MIL GEOMEMBRANE LINER DISCHARGE PASSING 1-1/2 SOLIDS OR CB/D (11 EQUAL PROPOSED SEPTIC SYSTEM UPGRADE ♦� (FIND) ��J _ _ �.:;.:. PROPOSED LEACHING FIELD PREPARED FOR: � (8) 1000 GALLON PUMP CHAMBER JUSTINE RIOUX ♦ / EXISTING SHED TO MAP 267 ♦ 12"OAK o BE RELOCATED PARCEL 108 LOCATED AT ?20� N/F BUOYANCY CALCULATIONS BOARD RESERVED DO HEALTH USE 72 GLEN ROAD CALLAHAN PUMP HIGH GROUNDWATER EL.=6.93 BOTTOM OF PUMP CHAMBER EL. =3.40 ♦ ♦ �� CHAMBER WATER DISPLACED =(6.93 -3.40)x 4.8 x 8.5= 144 C.F. HYAN N ISPORT, MA o REMOVE UNSUITABLE MATERIAL TO WEIGHT OF DISPLACED WATER= 144 C.F. x 62.4 LB/C.F. =8,990 LBS. ELEVATION 8.93' AND REPLACE WITH CLEAN, WEIGHT OF CHAMBER=8,300 (9) COARSE SAND SCALE: 1 INCH = 20 FT. DATE: OCTOBER 28, 2003 ♦ MAP 267 SOIL COVER=(10.5 -9.0)x 4.8 x 8.5=61.2 C.F. WEIGHT OF SOL ABOVE CHAMBER=61.2 C.F. x 120 LB/C.F. =7,340 LBS. 0 10 20 ao so FEET 20 ♦ 00' PARCEL 110 '5, a G� NOTE: DUE TO SITE CONSTRAINTS,THE CONTRACTOR SHALL NOTIFY 15,644 LBS. >8,990 LBS. (ACCEPTABLE) a�� '9� ti N/F -� THE DESIGN ENGINEER A MINIMUM OF TWO DAYS PRIOR TO �° JOHN L. '� PREPARED BY: ERASER 7CHURCHILL o INSTALLATION FOR A NOT BE RESPONSIBLE FOR SYSTEM LOCOATIONESIGN ENGINEER SHALL F CONTRACTOR FAILS TO TANK SEPTIC HIGH WATER DISPLA ED GROUNDWATER(6.93'6.93' BOTTOM OF 3.75')x 5.66 x 10.5 0189 C.F.IC TANK EL. =3.75' ° Cl JC ENGINEERING, INC. NOTIFY FOR SYSTEM STAKEOUT. WEIGHT OF DISPLACED WATER= 189 C.F. x 62.4 LB/C.F. = 11,800 LBS. No 41f301 2854 CRANBERRY HIGHWAY WEIGHT OF SEPTIC TANK= 12,000 71. EAST WAREHAM, MA 02538 SITE PLAN SOIL COVER=(10.5'-9.33')x 5.66 x 10.5=69.3 C.F. v 508-273-0377 WEIGHT OF SOIL ABOVE CHAMBER=69.3 C.F. x 120 LB/C.F. =8,300 LBS. SCALE: 1"=20' 20,300 LBS. > 11,800 LBS. (ACCEPTABLE) /�z/'f/6'� Drawn By: DS/SPJ Designed By: DS Checked By:JLC Job No.:505 PROVIDE PRECAST CONCRETE EXTENSION 3/4"TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE ACCESS BOX WITH COVER TO GRADE GENERAL NOTES TOF = 11 .16 RISER WITH CONCRETE COVER TO WITHIN 6"OF FINISH GRADE OVER OUTLET COVER 2"SCH. 40 TO 2"OF 1/8"TO 1/2" DOUBLE WASHED STONE 2"CAP WITH NUT 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION MANIFOLD METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. FINISH GRADE @ FND. EL.= 10.8'-11 .0' FINISH GRADE OVER TANK EL.= 10.5'-11 .0' 18" TOP OF S.A.S. = 12,72' 12"MIN. 36" MAX. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD 3"MIN. OF HEALTH AND THE DESIGN ENGINEER. 20" MIN.ACCESS COVER 5/16"PERFORATION TO BE PLACED 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL TYPICAL FOR 3 36"MAX. CONTINUOUS PITCH BACK ( ) _ . ., .,„ . ., „� . , ,< .:„ ,n IN THE END CAP HORIZONTALLY PROPOSED PROPOSED TO PUMP CHAMBER E AT E USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED NEAR THE CROWN OF THE PIP ja B I 4"SCH.40 PVC = 3„ 2" DROP MIN. 4"SCH. E PVC 2" SCH.40 FORCE MAIN E END OF EACH LATERAL. 4 INTO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN SLOPE @ 2%min. 3" DROP MAX. 9" TH ELEVATION = 12.72' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS si. PE@ 1%min. 1-1/4"PERFORATED LATERAL BOTTOM OF TRENCH TO BE LEVEL EL. = 11.95' A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF I L =4.4' 2" MANIFOLD S=0.5'/' 45° ELBOW SET LEVEL INV. ELEV. = 12.45' THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION- 8.25' 14" T 48 INV. OUT= INLET TEE ALARM ON BACK TO FORCE MAIN FIELD PROFILE 12„ 5' MIN. 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. I LIQUID 8.0- 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. LEVEL 7.90� UMP ON o NOT TO SCALE 7. LOCAL BOARD OF HEALTH TO BE NOTIFIED PRIOR TO BACK FILLING WHEN TANK BTM. ci GROUNDWATER ELEV= 6.93 - 9.00' ( SYSTEM 1S NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS NOT TO OUTLET 3,90' LIMP FP CONCRETE 22.0' 5/16" PERFORATION AT 5 O'CLOCK(TYP.) FINISH GRADE OVER LEACHING FIELD= 13.8' - 14.1' BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH. 22"ZABEL FILTER TEE THRUST BLOCK A I SLOPE @ 2% MIN. OVER SYSTEM 8. ELEVATIONS BASED ON AN NGVD DATUM OF 11.36' MSL OBTAINED FROM THE TOP OF MODEL#A1801 HIP(GAS 6"CRUSHED STONE _ r' 7,90' 2.5' 5/16"PERFORATION AT 7 O'CLOCK(TYP.) " CONCRETE PATIO AS SHOWN ON PLAN. BAFFLE ON BOTTOM) OVER MECHANICALLY 5 10 TOP OF S.A.S. = 12.72' 12"MIN. 1-1/4 PVC 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION 13.8' WITH EXTENSION HANDLE COMPACTED BASE , ,�_- FrYP•) 6NP•) 36" MAX. PERFORATED PIPE THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE INV. 10'-6" 5'-8" 5'-7" LENGTH 8�-6" WIDTH 4'-10" 5'-7" EL.= 11.95' b�'. i 3' 2"OF 1/8"TO 1/2" AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY LENGTH WIDTH DEPTH DEPTH DISCREPANCIES TO THE DESIGN ENGINEER. 2" MANIFOLD 1' DOUBLE WASHED 1000 GALLON PUMP CHAMBER 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE 1500 GALLON SEPTIC TANK SLOPE 0.005'/' � tPESTONE STONE ': � STRUCTURES SHALL BE MADE WATERTIGHT. BACK TO 14 + EFFECTIVE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR FORCE MAIN _. . 4' ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH TANKS SHALL BE INSTALLED ON A LEVEL STABLE BASE +�� 3/4"TO 1-1/2"DOUBLE DETERMINATION FROM APPROPRIATE AUTHORITY. INV. - o WASHED STONE TO 4' 412. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS PROPOSED 1500 GALLON SEPTIC TANK & EL.= 11.89 _ CROWN OF PIPE 3' 3' K 1-1/4"LATERAL(TYP.) 14' S' MIN. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE PROPOSED 1000 GALLON PUMP CHAMBER � ° 42.0' 7 O'CLOCK 5 O'CLOCK THEY SHALL WITHSTAND H-20 LOADING. 0 A PLAN VIEW FIELD END VIEW A-A GROUNDWATER ELEV- 6.93' 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND CD FINES. NOT TO SCALE M z NOT TO SCALE NOT TO SCALE 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND TEST PIT DATA UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF #4 @ 18" 8" EL. 13.00' 1) TES: DESIGN DATA • •• . • '" LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN 1) THE UPGRADIENT SIDE OF WALL SHALL BE WATERPROOF. • INSPECTOR: Sam White, R.S. COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN #3 18" 2) CONCRETE SHALL HAVE MIN fc=3,000 psi. • ; +•• 1 1/2"CVR- f 3 • • • "• � ' SOIL EVALUATOR: ACCORDANCE WITH 310 CMR 15.255(3). 3) REINFORCED STEEL SHALL BE NEW AND CONFORMING NUMBER OF BEDROOMS (ASSESSORS) . Samuel Philos Jensen \ 00TO ASTM A615 GRADE 60. 2LZ NUMBER OF BEDROOMS (DESIGN) 3 • ' • 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN W " • ' •; DATE: August 14,2003 SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. LL a 8" 4) ALL HORIZONTAL WALL REINFORCING SHALL HAVE DESIGN FLOW 110 GAUDAY/BEDROOM . •' +• ' • 16. PROPOSED PROJECT IS LOCATED WITHIN: Y U)U) CORNER DOWELS @ OUTSIDE FACE,AND INNER FACE • • • TEST PIT#: 1 (#10,530) SWING TIES SEPTIC <<2 " TOTAL DESIGN FLOW 330 GAUDAY ASSESSORS MAP 267 PARCEL 109 m SHALL EXTEND TO OUTER FACE W/12 LONG BEND. • ELEV TOP- 10.10 2'-3" MAX . . � OUTSIDE INSIDE '� - ' DESCRIPTION HC (1) HC (2) HC (3) m o DESIGN FLOW X 200 % = 660 GAUDAY �• • • 17. OWNER OF RECORD: JUSTINE RIOUX, ANNE SOMERSET @ 15" „ USE PROPOSED 1500 GALLON SEPTIC TANK • • ELEV WATER= 6.93 SEPTIC COVER IN (4) 20.7 15.1r#4 @ 18 " ADDRESS: 30 TERRACE ROAD 5-3 EL. 10.75' of **t', +• * PERC RATE _ <2 Min/In W. HARTFORD, CT 06107 SEPTIC COVER OUT(5) 27.3' 12.8' MIN. 3"COVER 3 @ 18 s • • • EXPOSED TO INSTALL A LEACHING FIELD .. 18. FEMA FLOOD ZONE A10 (ELEV 11), B 5 @ 15" - „ " . DEPTH OF PERC = 16 34 8" SOIL (TYP.) 2-0 °� 18 ' . f a AS SHOWN ON COMMUNITY PANEL# 250001 0008 D PUMP COVER IN (6) 32.4 12.7 12 " @ 18 " SIDEWALL CAPACITY � + �(}UK TEXTURAL CLASS: 1 3-0 " ,�? `,� • 19. PLAN REFERENCE: PUMP COVER OUT(7) 16.4' 47.7' '-qr' 1 11 NO SIDEWALL AREA CREDIT TAKEN •* } 0 10.10' 1. PLAN ENTITLED "TOWN OF BARNSTABLE PLAN SHOWING THE LAYOUT OF GLEN ROAD ll Sandy Loam AND HAVEN LANE HYANNISPORT AS MADE BY THE SELECTMEN", START PIPE 1 (8) 51.8 21.0 " ,� ` -. 11 .• O DATED FEBRUARY 19, 1965, SCALED AT 40 FEET TO AN INCH. BOOK 193 PAGE 19. fow 12" 2'_0 BOTTOM CAPACITY •' , 10YR 2/2 9 56.2' 28.6' 1'-0" 3" 9.85' 2. PLAN ENTITLED"GELN HAVEN VILLAGE HYANNISPORT, MASS. ", DATED MARCH 1949, START PIPE 2 ( ) TOP OF UNDISTURBED PLAN VIEW-CORNER = SCALED AT 40 FEET TO AN INCH. BOOK 86 PAGE 127. 1 2 (AREA) (.74 GPD/S.F.) GAUDAY END PIPE 1 (10) 27.2' 34.4' SOIL& FOOTING N.T.S. (448.1 S.F.) (.74 GPD/S.F.)= 331.6 GAUDAY o# E Loamy Sand 3. PLAN ENTITLED"COUNTY OF BARNSTABLE PLAN OF DISCONTINUANCE OF PORTIONS CROSS SECTION (TYP.) O • • 10YR 5/2 OF HYANNISPORT-CRAIGVILLE ROAD AS MADE BY THE COUNTY COMMISSIONERS END PIPE 2 (11) 39.4' 32.3' N.T.S. CONCRETE RETAINING WALL DETAIL i '�,"� 14" 8.93' DATED MARCH 1955, SCALED AT 40 FEET TO AN INCH. DOSING & STORAGE REQUIREMENTS 20. DEED REFERENCE: w 16" 1. BOOK 10249 PAGE 137,138 ZI^ DESIGN FLOW: 330 GPD -{ ' ' • Loamy Sand 21. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. -ilk V „�" B Perc _ C]0 DOSING REQUIRED: 4 CYCLES /DAY :3 10YR 6/8 22• PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY a 330 GPD/4 =82.5 GAUCYCLE 1 J a " " FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY Q _ FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. w DISTANCE REQUIRED BETWEEN PUMP _ 38 Mottling @ 38" 6 93 23. THE FOLLOVVING LOCAL UPGRADE APPROVALS PURSUANT TO 310 CMR 15.402-15.405 ARE 21 ON AND PUMP OFF FLOATS: ., REQUESTED: Q "`- " 5.52' (1.)A 3.0'VARIANCE (10.0'TO 7.0')FOIR THE SETBACK FROM THE LEACHING FACILITY TO THE LEI 82.5 GAUCYCLE - 250 GAUFT = 0.33 FT/CYCLE 4 55 w LL USE 0.4'TO PROVIDE FOR BACKFLOW ,,, - d-_ GrounTwater SIDE PROPERTY LINE. m , ( ) rl O _!' . ' *sk �k at 55" (2.)A 3.0'VARIANCE (10.0'TO 7.0') FOR THE SETBACK FROM THE LEACHING FACILITY TO THE co STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GAL. C M-C Sand REAR PROPERTY LINE. MAP 267 4 MAP 267 STORAGE PROVIDED ABOVE WORKING LEVEL: 625 GAL. 2.5Y 7/2 (3.)A 4.0'VARIANCE(10.0'TO 6.0') FOR THE SETBACK FROM THE LEACHING FACILITY TO THE PARCEL 103 0 2 w RETAINING WALL. �Z PARCEL 107 N/F w N 0TOTALS: 102" 1.60' / STEWART ' N PARKER co TOTAL LEACHING AREA 448•1 U S G S L 0 SQ.FT. SCALE: 1"= 1000' LEGEND PROPOSED 1500 GALLON TOTAL LEACHING CAPACITY 331.4 GAL./DAY x 50 EXISTING SPOT GRADES SEPTIC TANK G 15 EXISTING CONTOURS / B.M. / Top Concrete Patio / (40, 'v�0 ® PROPOSED SPOT GRADES Elev. = 11.36' / ` / /OF4,gYo', 15 PROPOSED CONTOURS N.G.V.D. �, `.45 67 INSTALL 1-1/4" PVC TO HOUSE. JOINTS TO BE MADE 40.00 °f 11 _ WATERTIGHT. WIRE PUMP AND FLOATS TO SIMPLEX GAS - -- EXISTING GAS SERVICE PROPOSED 1000 GALLON CONTROL PANEL No. 1-CC2 NEMA-1 MFG. HOOVER ' EXISTING WATER SERVICE PUMP CHAMBER INSTRUMENTS. 'r MAP 267 4689 \F�Fpq� NEMA 4 JUNCTION BOX CORROSION RESISTANT& HOISTING CABLE 7 x 19 STAINLESS STEEL E/T/C EXISTING OVERHEAD ELECTRICAL UTILITIES / PARCEL 109 8�� \r LIQUID-TIGHT CABLE CONNECTORS SUPPORTED 1/8" DIA. / 1,760 LB. STRENGTH TEST PIT LOCATION N. CONNECTORS SUPPORTED BY 1-1/4"PVC CONDUIT, 9,023 SQ-FT. ± /V JOINTS TO BE MADE WATERTIGHT 2"BALL VALVE w/UNIONS SCH. 80 PVC GEORGE FISHER CO. MODEL NO. 560 O O PROPOSED 1500 GALLON SEPTIC TANK )(4) HC (1 0 73 co 3" 2"SCH. 40 TO MANIFOLD O O r PROPOSED 1000 GALLON PUMP CHAMBER �p� ° #72 o , _ TF o "SCH-40 TEE w/CLEAN-OUT CAP EXISTING o �2 -8 oo 1 CB/DH FND/HELD ALARM ON 4"SOLID SCHEDULE 40 PVC PIPE (5 p 3-BEDROOM =fir 4SS ( ) 1 1/4"PERFORATED SCHEDULE 40 PVC PIPE B.M. (Alternate) TP 6 / O 1 , DWELLING 00_ {. UMP ON - - - - - - �Q0 �� MAG Nail in Street / �- ° T.O.F. - 11.16' C !y Elev. =9.50' 10.10 C EXISTING INTERIOR R` 0 0 PUMP 2 BALL CHECK VALVE SCH. 80 PVC 100 �______________- `9 �i 2"SOLID SCHEDULE 40 PVC PIPE O N.G.V.D. �' 0 PIPING TO BE REPLUMBED �4 0, ♦ „ 0, c,; SS P.S.I. FLOWMATIC MODEL No. 208S _ ♦ N cn-- 12" PINE 0 - 2"SOLID SCHEDULE 40 PVC MANIFOLD 9� w ° , °j EXISTING CESSPOOL TO BE PUMPED, 0 in OG �is, oo u ( 1 (7) ♦ 9 "a CRUSHED, AND FILLED WITH CLEAN SAND (2)WIDE ANGLE CONTROL FLOATS 1/4"WEEP HOLE IN DISCHARGE PIPE ♦ J �O Cp (( �'� ry� ♦ -+ HC (3 12 PIN CB/DH (FND/HELD) (BARNES 073618) 2"SCH. 40 PVC DISCHARGE PIPE ♦� L '1� ( - ` PROPOSED RETAINING WALL (TOP WALL ELEV.= 12.75') 1: PUMP ON/OFF 120 ACTIVATION 1 11-24-2003 SPJ JLC PROP. LINE;ALTERNATE BENCHMARK �Q �` Ste_ �, ♦ 2: ALARM ACTIVATION BARNES SE411 PUMP A H.P. 115 V 2" REV- DATE BY APP'D. DESCRIPTION p�p (10 PROPOSED 40 MIL GEOMEMBRANE LINER DISCHARGE PASSING 1-1/2"SOLIDS OR CB/per (11 = - EQUAL PROPOSED SEPTIC SYSTEM UPGRADE (FND) S64° J-_ a ... " �, PROPOSED LEACHING FIELD �� zH°FMAscy PREPARED FOR: '626¢°°F ($) 1000 GALLON PUMP CHAMBER o�° JOHN Nm� JUSTINE RIOUX R. N EXISTING SHED TO MAP 267 FARREN LOCATED AT ♦ 12"OAK = BE RELOCATED • � ^�o PARCEL 108 BUOYANCY CALCULATIONS RESERVED FOR � No. 33590 0� 220, N/F BOARD OF HEALTH USE , 72 GLEN ROAD ♦ °, REMOVE UNSUITABLE MATERIAL TO CALLAHAN PUMP HIGH GROUNDWATER EL.=6.93' BOTTOM OF PUMP CHAMBER EL. =3.40 ` o CHAMBER WATER DISPLACED=(6.93'-3.40')x 4.8 x 8.5= 144 C.F. 0.41103 HYANNISPORT, MA `^• WEIGHT OF DISPLACED WATER= 144 C.F. x 62.4 LB/C.F. =8,990 LBS. - ELEVATION 8.93' AND REPLACE WITH CLEAN, WEIGHT OF CHAMBER=8,300 - (9) COARSE SAND SCALE: 1 INCH - 20 FT. DATE- OCTOBER 28, 2003 ♦ MAP 267 SOIL COVER-(10.5'-9.0')x 4.8 x 8.5 -61.2 C.F. 5 `�0 WEIGHT OF SOIL ABOVE CHAMBER=61.2 C.F. x 120 LB/C.F. =7,340 LBS- s O 0 10 20 40 80 FEET OPARCEL 110 *NOTE: DUE TO SITE CONSTRAINTS, THE CONTRACTOR SHALL NOTIFY 15,644 LBS. >8,990 LBS. (ACCEPTABLE) � � JOHN . yam ��� . ti' N/F -� THE DESIGN ENGINEER A MINIMUM OF TWO DAYS PRIOR TO CHURCHILL m PREPARED BY: �F`��, ♦ ERASER �O NOT BEINSTALLATION FOR A RESPONSIBLE OR FINAL AL LOCATION IF CONTRACTOR FAILS TO TANK STAKEOUT. DESIGN ENGINEER SHALL HIGH WATER DISPLACED GROUNDWATER (6 93'63.75')x 5.66 x 10.5.93' BOTTOM O1 9 C.F.SEPTIC TANK EL. =3.75' NO 4 807 JC ENGINEERING, INC. TJ NOTIFY FOR SYSTEM STAKEOUT. WEIGHT OF DISPLACED WATER= 189 C.F. x 62.4 LB/C.F. = 11,800 LBS. 2854 CRANBERRY HIGHWAY SITE PLAN WEIGHT OF SEPTIC TANK= 12,000 EAST WAREHAM, MA 02538 SOIL COVER= (10.5'-9.33')x 5.66 x 10.5 =69.3 C.F. 508-273-0377 WEIGHT OF SOIL ABOVE CHAMBER=69.3 C.F. x 120 LB/C.F. =8,300 LBS. SCALE: 1"=20' 20,300 LBS. > 11,800 LBS. (ACCEPTABLE) ///zy/� Drawn By: DS/SPJ Designed By: DS Checked By:JLC Job No.:505 TOF = 11 .16' PROVIDE PRECAST CONCRETE EXTENSION ACCESS BOX WITH COVER TO GRADE GENERAL NOTES RISER WITH CONCRETE COVER TO WITHIN 3/4"TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE - - !� 6"OF FINISH GRADE OVER OUTLET COVER 2"SCH. 40 TO 2" OF 1/8"TO 1/2" DOUBLE WASHED STONE 2" CAP WITH NUT 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION al METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE MANIFOLD ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. � FINISH GRADE @ FND. EL.= 10.81-11 .01 FINISH GRADE OVER TANK EL.= 10.6-11 .0' 18' TOP OF S.A.S. = 12.72' 12" MIN. 36" MAX. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD ------------ 3" MIN. OF HEALTH AND THE DESIGN ENGINEER. 20" MIN. ACCESS COVER 36"MAX. (TYPICAL FOR 3) CONTINUOUS PITCH BACK 5/16" PERFORATION TO BE PLACED 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL IN THE END CAP HORIZONTALLYBE USED IN PROPOSED PROPOSED TO PUMP CHAMBER NEAR THE CROWN OF THE PIPE AT 4. TO PREVENT DBREAKOUT, THE PROPOSED FINISHF IGRADE SHALL NOT BE LESS THAN 4" SCH. 40 PVC = 3" 2" DROP MIN. 4"SCH. 40 PVC " sLOPE�2^�man. � 3"DROP MAX. 9" 2 SCH. 40 FORCE MAIN THE END OF EACH LATERAL. ELEVATION = 12.72' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS SLOPE 1%min. 4" PERFORATED LATERAL BOTTOM OF TRENCH TO BE LEVEL EL. - 11.95' A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF _ 45° ELBOW ^ L -4.4' 2" MANIFOLD S=0.5'P SET LEVEL INV. ELEV. = 12.45' THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. 8.25' � 14 INLET TEE ALARM ON BACK TO FORCE MAIN 12" 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. LIQUID INv. OUT= FIELD PROFILE 5' MIN. 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. LIEQVEL 8.00' um ON 7. LOCAL BOARD OF HEALTH TO BE NOTIFIED, PRIOR TO BACK FILLING WHEN ' 7.90 o NOT TO SCALE GROUNDWATER ELEV.= 6.93 w 9.00� TANK BTM. c�i __ ___ -__, ___-_ __„_____- - __--_____-.____-_ _._ --_ ____i_-______ ___ ____.___-__.___ -.___ SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS NOT _ � BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH. OUTLET 3.901 uMP CONCRETE 22.0' FINISH GRADE OVER LEACHING FIELD= 13H - 14.'1° 5/16" PERFORATION AT 5 O'CLOCK (TYP.) 0 8. ELEVATIONS BASED ON AN NGVD DATUM OF 11.36' MSL OBTAINED FROM THE TOP OF TEE THRUST BLOCK A I SLOPE @ 2/° MIN. OVER SYSTEM 22"ZABEL FILTER CONCRETE PATIO AS SHOWN ON PLAN. 't? � 2.5' 5116" PERFORATION AT 7 O'CLOCK(TYP.) MODEL#Al801 HIP(GAS 6"CRUSHED STONE 7.90 TOP OF S.A.S. - 12.72' 1-1/4" PVC 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION ! BAFFLE ON BOTTOM) OVER MECHANICALLY TMP ) (TYP - 12" MIN. PERFORATED PIPE THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE 13.8' WITH EXTENSION HANDLE COMPACTED BASE �� INV ,�- ( ) 3' 36" MAX. AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY LENGTH 10'-6" WIDTH 6-8" DEPTH 5'-7" LENGTH 8'-6" WIDTH " 4'-10" DEPTH 5'-7" EL.= 11.95' 2"OF 1/8"TO 1/2" DISCREPANCIES TO THE DESIGN ENGINEER. 2"MANIFOLD DOUBLE WASHED 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE 1500 GALLON SEPTIC TANK 1000 GALL014 PUMP CHAMBER 1 PE STONE STONE I" STRUCTURES SHALL BE MADE WATERTIGHT. --- ---- ----- SLOPE 0.005'P BACK TO - 14 + EFFECTIVE DEPTH 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR FORCE MAIN 4' ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH TANKS SHALL BE INSTALLED ON A LEVEL STABLE BASE _ + 3/4"TO 1-1/2"DOUBLE DETERMINATION FROM APPROPRIATE AUTHORITY. INV. WASHED STONE TO 4' 4' 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS PROPOSED 1500 GALLON SEPTIC TANK. & EL.= 11.89' C �� \y CROWN OF PIPE 3' 3' LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE r N 1-1/4" LATERAL (TYP.) 14' 5' MIN. PROPOSED 1000 GALLON PUMP CHAMBER 42.0' 7 O'CLOCK 5 O'CLOCK FIELD END VIEW A-A THEY SHALL WITHSTAND H-20 LOADING. _ 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND r A PLAN VIEW - GROUNDWATER ELEV.= f�.�s FINES. NOT TO SCALE � z NOT TO SCALE NOT TO SCALE __. 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND --- --- --- - - UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF NOTES: DESIGN DATA TEST PIT DATA LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN #4 @ 18" 8" EL. 13.00' 1) THE UPGRADIENT SIDE OF WALL SHALL BE WATERPROOF. ` • #3 18" 2 CONCRETE SHALL HAVE MIN fc-3,000 psi, • ;a.�• INSPECTOR: _San White, R.S. COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN @ ) p 1 1/2"CVR. f _- • • • • SOIL EVALUATOF'. ACCORDANCE WITH 310 CMR 15.255(3). j 3) REINFORCED STEEL SHALL BE NEW AND CONFORMING NUMBER OF BEDROOMS (ASSESSORS, 3 Samuel Philos Jensen 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN ' W TO ASTM A615 GRADE 60. 2'� NUMBER OF BEDROOMS (DESIGN) 3 • 1 a 8" 4) ALL HORIZONTAL WALL REINFORCING SHALL HAVE • + • •• DATE: _ Auqust 14 2003- SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. • DESIGN FLOW 110 _ GAUDAY;,? EDROOM ' • "a� CORNER DOWELS @OUTSIDE FACE, AND INNER FACE • � • 16. PROPOSED PROJECT IS LOCATED WITHIN: N TIE TEST PIT#:-_ 1 (#10,530) SWING S `�U) TOTAL DESIGN FLOW 330 GAL/DAY • SEPTIC 'a SHALL EXTEND TO OUTER FACE W/12" LONG BEND. • + • ASSESSORS MAP 267 PARCEL 109 OUTSIDE INSIDE • ELEV TOP- 10.10' j 2'-3" MAX o DESIGN FLOW X 200 % = 660 GAL/DAY . . : • ; ` - 17. OWNER OF RECORD: JUSTINE RIOUX, ANNE SOMERSET i DESCRIPTION HC (1) HC (2) HC (3) @ 15^ USE PROPOSED 1500 GALLON SEPTIC TANK . -_. ELEV WATER=__ 6.93' ADDRESS: 30 TERRACE ROAD SEPTIC COVER IN (4) 20.T 15.1' 5'-3" ;��r� 77�4 @ 18" � •� • �.• • � PERC RATE __-_. 2 Min/In EL. 10.75 i 3 18" �• • • � W. HARTFORD, CT 06107 3"COVER @° 18. FEMA FLOOD ZONE A10 (ELEV 11), B SEPTIC COVER OUT(5) 27.3' 12.8' MI"' EXPOSED TO INSTALL A LEACHING FIELD ;a • • DEPTH OF PERK 16"- AS SHOWN ON COMMUNITY PANEL# 250001 0008 D 5 @ 15" g^ SOIL (T"P.) 2'-0" @ 18" . o PUMP COVER IN (6) 32.4 12.7' 12" SIDEWALL CAPACITY CQut ' • � TEXTURAL CU�S3: 1 19. PLAN REFERENCE: 3'-0" • • @ 18" • ` ` � 0 - 10.10, 1. PLAN ENTITLED"TOWN OF BARNSTABLE PLAN SHOWING THE LAYOUT OF GLEN ROAD PUMP COVER OUT(7) 16.4 47.7 NO SIDEWALL AREA CREDIT TAKEN ; �� ``,} It AND HAVEN LANE HYANNISPORT AS MADE BY THE SELECTMEN ", START PIPE 1 (8) 51.8' 21.0' 12" • . ��_ `11 �• O Sandy Loam DATED FEBRUARY 19, 1965, SCALED AT 40 FEET TO AN INCH. BOOK 193 PAGE 19. 2'-p• BOTTOM CAPACITY • •+ 0 3" 0YR 2/2 9 85, 2. PLAN ENTITLED"GELN HAVEN VILLAGE HYANNISPORT, MASS. ", DATED MARCH 1949, TART PIPE 2 9 56.2' 28.6' " 1�-0" -CORNER. = GAUD AY S ( ) 1 _2 TOP OF UNDISTURBED PLAN VIEW CO (AREA) (.74 GPD/S.F.) GAUC A SCALED AT 40 FEET TO AN INCH. BOOK 86 PAGE 127. SOIL & FOOTING N.T.S. (448.1 S-F.) (.74 GPD/S.F.) = 331.6 GAL/DAY ° • • E _camy Sand 3. PLAN ENTITLED" COUNTY OF BARNSTABLE PLAN OF DISCONTINUANCE OF PORTIONS END PIPE 1 10 27.2' 34.4' 0 ( ) CROSS SECTION (TYP.) � � _--� n I ,� � • OYR 5/2 OF HYANNISPORT-CRAIGVILLE ROAD AS MADE BY THE COUNTY COMMISSIONERS ", N.T.S. CONCF,ETE RETAINING WALL C I f 1 L _ _- f "�� 14" 8.93' DATED MARCH 1955, SCALED AT 40 FEET TO AN INCH. END PIPE 2 (11) 39.4' 32.3' DOSING & STORAGE REQUIREMENTS � J 20. DEED REFERENCE: r • 16" 1. BOOK 10249 PAGE 137,138 zI^ DESIGN FLOW: 330 GPD Lamy Sand 21. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. o O ' f s E Perc C) DOSING REQUIRED: 4 CYCLES /DAY i ` 10YR 6/8 22. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY a a 330 GPD/4 = 82.5 GAUCYC'' F { 34"_01- FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY a _ FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. � `- �. ' 38" Mottl'- a� 38" 6 93 23. THE FOLLOWING LOCAL UPGRADE APPROVALS PURSUANT TO 310 CMR 15.402-15.405 ARE DISTANCE REQUIRED BETW':EN PUMP �t ✓ l� O� ON AND PUMP OFF FLOATS: ' f,=.... ' _ R �}""� 5.52 RE01_IFSTEn: - 250 GAUFT = 0.33 FT/CYCLE i 55^ u (1.)A 3.0'VARIANCE(10.0'TO 7.0') FOR TFIt: SETBACK FROM THE LEACHING F1?.C-ILl i Y i i 1 tit Lu 82.5 GAL/CYCLE Gmunduvater SIDE PROPERTY LINE. ~j (USE 0.4'TG PROVIDE FOR BACKFLOW) I \� (,,1 p� at 55" (2.)A 3.0'VARIANCE (10.0'TO 7.0')FOR THE SETBACK FROM THE LEACHING FACILITY TO THE b m W STORAGE REQUIRED ABOVE kNORKING LEVEL: 330 GAL. C !.-C Sand REAR PROPERTY LINE. MAP 267 1 ,� MAP 267 STORAGE PROVIDED ABOVE: WORKING LEVEL.- 625 GAL. 2.5Y 7/2 (3.)A 4.0'VARIANCE (10.0'TO 6.0') FOR THE SETBACK FROM THE LEACHING FACILITY TO THE o ` RETAINING WALL. PARCEL 103 Q �O PARCEL 107 102" - 1.60' N/F Z� N/F TOTALS: USGS LOCUS - - -- STEWART NO PARKER LEGEND TOTAL LEACHING AREA - 448.1 SQ.FT. PROPOSED 1500 GALLON � SCALE: 1" = 1000' TOTAL LEACHING CAPACITY 331.4 GAL./DAY X ,,0 EXISTING SPOT GRADES SEPTIC TANK 15 EXISTING CONTOURS G4 ® PROPOSED SPOT GRADES � B.M. Top Concrete Patio (40,I'Vj N 1O ---- --- _ - - TopElev = 11 36'Concrete � \ / � OF 'I0 -115 PROPOSED CONTOURS _ ;45.67 / L4yQ�T) INSTALL 1-1/4"PVC TO HOUSE. JOINTS TO BE MADE N.G.V.D. ,, WATERTIGHT. WIRE PUMP AND FLOA T S TO SIMPLEX GAS EXISTING GAS SERVICE R=40.00 \ CONTROL PANEL No. 1-CC2 NEMA-1 MFG. HOOVER __ PROPOSED 1000 GALLON i EXISTING WATER SERVICE PUMP CHAMBER n ° FOG. INSTRUMENTS. y MAP 267 46 40'�, OPA°gV NEMA 4 JUNCTION BOX CORROSION RESISTANT& H E 7 x 19 STAINLESS STEEL E/T/C EXISTING OVERHEAD ELECTRICAL UTILITIES 8 F LIQUID-TIGHT CABLE CONNECTORS SUPPORTED 1/8" DIA. / 1,760 LB. STRENGTH � TEST PIT LOCATION PARCEL 109 \T CONNECTORS SUPPORTED BY 1-1/4"PVC CONDUIT, PROPOSED 1500 GALLON SEPTIC TANK O 5,023 SQ.FT. t JOINTS TO BE MADE WATERTIGHT 2"BALL VALVE w/UNIONS SCH. 80 PVC J�1 �°� {L \ i /Vg4° GEORGE FISHER CO. MODEL NO. 560 0 S 'I'b _ QJ �O�'�P / / ( ) HC (1 ��/ 8�`? io 3" 2"SCH. 40 TO MANIFOLD O 0 PROPOSED 1000 GALLON PUMP CHAMBER O #72 ry o _ "SCH. 40 TEE w/CLEAN-OUT CAP EXISTING °�� o �27 �; ALARM ON 4"SOLID SCHEDULE 40 PVC PIPE 5 3-BEDROOM �� >° 4 8�, CB/DH (FND/HELD) ;r, -TF - - - - - - � ( O _ = SS � � 1 1/4"PERFORATED SCHEDULE 40 PVC PIPE B.M. (Altemate) /TP ` (6) 100, DWELLING .00 UMP ON o �� � MAG Nail in Street ' C T.O.F. = 11.16' ` 4" PUMP 2"BALL CHECK VALVE SCH. 80 PVC 100 2"SOLID SCHEDULE 40 PVC PIPE o. EXISTING INTERIOR Elev. =9.50' 10.10 PIPING TO BE REPLUMBED R� 0 � ,- h �4 � O• P.S.I. FLOWMATIC MODEL No. 208S O� �� N.G.V.D. , Q X n 0.0 SS .�-- �' 12" PINE � 6.00 _ - - - - - - 2"SOLID SCHEDULE 40 PVC MA NIFOLD _r w - EXISTING CESSPOOL 10 BE I'UMPED. 0 �pG �y O 'c0 �� (7) ♦ O.g- CRUSHED. AND FILLED WITH Cl.FAN cAND (2)WIDE ANGLE CONTROL FLOATS 1/4"WEEP HOLE IN DISCHARGE PIPE +� ( ~�-� ♦ HC 3 LO CB/DH (FND/HELD) (BARNES 073618) 2"SCH. 40 PVC DISCHARGE PIPE ( 12" PIN 1. PUMP ON/OFF 120 ACTIVATION O "l PROPOSED RETAINING WALL_ (TOP WALL_ FI_F\: 1?7.�) 1 11-24-2003 SPJ JLC PROP. LINE; ALTERNATE BENCHMARK ♦�� -9O ,� <'� _ ��� r. 2: ALARM ACTIVATION BARNES SE411 PUMP .4 H.P. 115 V 2" REV. DATE BY APP'D. DESCRIPTION (10 PROPOSED 40 MIL GEOMEMBRANE LINER EQUAL DISCHARGE PASSING 1-1/2"SOLIDS OR PROPOSED SEPTIC SYSTEM UPGRADE O !l CB DH --11- ° Jam___ !4i :.._ PROPOSED LEACHING FIELD PREPARED FOR: (FND) S64 `- 640•F M_ (8) 1000 GALLON PUMP CHAMBER JUSTINE RIOUX EXISTING SHED TO MAP 267 � BE RELOCATED _-__._._____ ---------- - - -_ LOCATED AT � 12" OAK ------- ------- --- --.-------_^ o PARCEL 108 BUOYANCY CALCULATIONS RESERVED FOR N/F BOARD OF HEALTH USE 72 GLEN ROAD )0�`�\ CALLAHAN PUMP HIGH CHAMBER WATERROUNDWATER EL.=DISPLACED =(6 93'63.40')x 4.8 x8OM OF 144 C.F.MP CHAMBER EL. = 3.40' HYANNISPORT, MA o �--REMOVE UNSUITABLE MATERIAL TO WEIGHT OF DISPLACED WATER = 144 C.F. x 62.4 LB/C.F. =8,990 LBS. ELEVATION 8.93' AND REPLACE WITH CLEAN. WEIGHT OF CHAMBER =8,300 SCALE: 1 INCH = 20 FT. DATE: OCTOBER 28, 2003 MAP 267 %0 (9) COARSE SAND SOIL COVER =(10.5'-9.0')x 4.8 x 8.5 =61.2 C.F. 0 10 20 40 80 FEET ♦ o. WEIGHT OF SOIL ABOVE CHAMBER=61.2 C.F. x 120 LB/C.F. = 7,340 LBS. �00- PARCEL 110 �z *NOTE: DUE TO SITE CONSTRAINTS,THE CONTRACTOR SHALL NOTIFY 15,644 LBS. >>1,990 LBS. (ACCEPTABLE) ti N/F �c�m-� THE DESIGN ENGINEER A MINIMUM OF TWO DAYS PRIOR TO �UP1 i p PREPARED BY: 0/F ERASER i �y INSTALLATION FOR A SYSTEM STAKEOUT. DESIGN ENGINEER SHALL SEPTIC HIGH GROUNDWATER EL.=6.93 � BOTTOM OF SEPTIC TANK EL. = 3.75 ��;;, JC ENGINEERING, INC. �� ♦ d NOT BE RESPONSIBLE FOR FINAL LOCATION IF CONTRACTOR FAILS TO TANK WATER DISPACED = (6.93'-3.75)x 5.66 x 10.5 = 189 C.F. NO '''"' 2854 CRANBERRY HIGHWAY 7,J NOTIFY FOR SYSTEM STAKEOUT. WEIGHT OF DISPLACED WATER= 189 C.F. x 62.4 LB/C.F. = 11,800 LBS. � � EAST WAREHAM, MA 02538 WEIGHT OF SEPTIC TANK = 12,000 F. SITE PLAN SOIL COVER=(10.5'-9.33')x 5.66 x 10.5=69.3 C.F. 508-273-0377 WEIGHT OF SOIL ABOVE CHAMBER=69.3 C.F. x 120 LB/C.F. =8,300 LBS. SCALE: 1"=20' 20,300 LBS. > 11,800 LBS. (ACCEPTABLE) Drawn By: DS/SPJ Designed By. DS Checked By. JLC Job No.:1505 � 1