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HomeMy WebLinkAbout0218 BUMPS RIVER ROAD - Health 218 BUMPS RIVER RD., CENTERVILLE A=99 - 120 �lll� fie llll UPC125343LOR ; • NA►:TlilOtr MY 2 Op SHE T DATE: » .-•� C� FEE: f9 pJ �79 • BARNNSTABLE. ( Z 9� 1639.,-,. —�— — REC. BY� �FD �• Town of Barnstable �E�i�;EO SCHED. DATE: lggg Board of Health EC o> c" 367 Main Street, Hyannis MA 02601 TowH�t APT RECEMM— Office: 508-79,0--6265 A Susan G.Rask,R.S. FAX: 508-790=6304, 0 E C Int, an,M. .P.H. �`�'� Ralph A.t urphy,M-I VARIANCE REQUEST FORM TOWNOFBARNSTABLE I HEALTH tpEPT. I LOCATION Property Address: - a7� /.trYlO�s �Ci vases �Oc Assessor's Map and Parcel Number: Size of Lot:zea--o Wetlands Within 300 Ft. Yes Subdivision Name: 0-rle —E12 e lzr w a/S No Business Name: APPLICANT CONTACT PERSQN Name: Rita Agrd E /r a Name: M, dV (/ +, Address: 3d M'a Ssa po-a r, Address: Phone: ���� l Z'? ".�eZ.J Phone:_ /�D8� 761�- Z 7fo FAX: FAX: ✓sd�) 7.41" 7 7 9 0 VARIANCE FROM REGULATION(Ust Res.) REASON FOR VARIANCE(May attach if more space needed) Via. !l!/I-de,-.. 8.BO _To 1//e o-, �l,,� c eo, osu e,� z _ ram C Ll heo/�v,.t k a�tG iy a !S'ec7+ef /reckl' 1(to be completed by office staff-person receiving variance request applicat 0 t� Four(4)copies of plan submitted(including septic system plans and/or restaurant oor p ant) i/ Applicant understands that the abutters must be notified by certified mail at least to days prior to meeting date at applicant's expense(for Title V and/or local sewage regulation y/arian Full menu submitted(for grease trap variances only) f CEIVED Variance request application fee collected(no fee for lifeguard modification renewals,grejise trap van «r newals(same ownerileasee onlv1,outsid dining variance renewals[same ownerneasee only],and variances to repair failed sewage disposal systems(only if`expansion a bu ed ✓ Variance request submitted at least 15 days prior to meetin;date aL° 1999 Lsk WN OF BARNSTABLE VARIANCE APPROVED Susan G. R E NOT APPROVED Sumner Kaufman, M.S.P.H. REASON FOR DISAPPROVAL Ralph A. Murphy, M.D. Q:/WP/VARIREQ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BA NSTABLE, MASSACHUSETTS 2pprication for ig ' pgte congtruction Permit Application for a Permit to Construct�Rep ( blEQnge 0 1 radon ) O Complete System ❑Individual Components Location Address or Lot No.218 S*KjjN e,Address and Tel.No. pt1(�! l7,9/ 78-1 - 3 06 j Assessor's Map/Parcel 120 9 •.•�••� -3o Ai5 /a &A 0 60 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 02771 Type of Building: Dwelling No.of Bedrooms ::3 Lot Size 600 sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow �3 ,3 d gallons per day. Calculated daily flow -31 17 gallons. Plan Date Z1- 7-Z - 9 Nu ber of sheets j Revision Date Title ZZ6 RZM1001 Size of Septi Tank Type of S.A.S. ­- L4 Description of Soil, e 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 by this Board of Health. Signed 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 t has been constructed in accordance with the provisions of Title 5 and the for Disposal Sys em Construction Permit No. dated Installer Designer � .- Z-- . The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector I No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS 'Wigpoga[ *pgtem Congtruction Permit Permission is hereby granted to Construct Renwir( )U gr de( 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 AA J "' t �• Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -.TOWN;OF BARNSTABLE, MASSACHUSETTS � �' r 2pplrtcation for �zigpozgal 6pgtem Cottgtruction Permit Application for a Permit to Construct(Repair O Upgr Aba d n( . ) El Complete System El Individual Compbpents Location Address or Lot N Owners Name,Address and Te1.No. 218 5,,WQQ RII/ ,�octc� n / / - /�ll /�4r ef�r,0,J /79/ 78-1 - 3 Z,S' Assessor's Map/Parcel 1 20 `0 q , 3o a 3 Ca'A AILI I agk, 2�Z Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Af bZ 77/ Type of Building: Dwelling No.of Bedrooms 'J Lot Size. � sq. ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow .1 O gallons per day. Calculated daily flow gallons. Plan Date Number of sheets / Revision Date Title % `Size of Septi Tank G Type of S.A.S. �C—ea T�fi� h�K Description of Soil Aa / 4 Nature of Repairs or Alterations(Answer when applicable) r 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 by this Board of Health. Signed Date Application Approved by Date Application Disapproved for the following reasons i' x� Permit No. Date Issued A M THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (tompliance 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 Z �,�1�z�� 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, MASSAC SETTS '=igpogar *pgtem (Construction Permit Permission is hereby granted to Construct r �)Rg2air( )U grade( Abj nd' ( ) `�\ / j�� ` System located at ?/� U�Y/n> //.cG� f� s and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty t ' comply with-Title 5 and the following local provisions or special conditions. i Provided:Construction must be completed within three years of the date of this permit. Date: ' Approved by ai SENDER: I also wish to receive the v ■Complete items 1 and/or 2 for additional services. followingservices for an y ■Complete items 3,4a,and 4b. a) ■Print your name and address on the reverse of this form so that we can return this extra fee): card to you. > ■Attach this form to the front of the mailpiece,or on the back if space does not 1.❑ Addressee's Address ;u permit. 2.El Restricted Delivery N � ■Write"Return Receipt Requested"on the mailpiece below the article number. _ ■The Return Receipt will show to whom the article was delivered and the date delivered. Consult postmaster for fee. a 0 3.Article Addressed to: 4a.Article Numb r d � 3 -331r0 1 3, JOHNSON,HARRY F& 4b.Service Type 6 JOHNSON,LUCILLE S TRS ❑ Registered .KZCertified I+ PO BOX 225 ❑ Express Mail ❑ Insured w CENTERVILLE,MA 02632 ❑ Return Receipt for Merchandise f ❑ COD 0 7. Date of Delivery � n 0 m 5.Received By: (Print Name) 8.Addressee's Address(O /y if requested Y and fee is paid) w 6.Signature:(Addresse or nt 0. ; 2 PS Form 3 ,Dece er 1994 ' 102595:98-134 Domestic Return Receipt UNITED STATES PO p� F�RVIC '" "� 4 P>t, 4 ? :i,i-: %717._ First-Class Mail 3`•�� �: K'•.s ©y�L✓t t e _ i :.: 0 aes Paid � } e Print your Tip,ac�lr 9a and ZIP' Miller Engineering ` Kings Oak Plaza 21 Brook Street Seekonk, MA 02771 3_-• iiit,�,3i�fl,,,its,�i!<<i�,f�,1�i,i,il�„ii,E�i�i,�l.l�s�(i,�l � d, SENDER: I also wish to receive the v ■Complete items 1 and/or 2 for additional services. following ServIC@S(for an N ■Complete items 3,4a,and 4b. at ■Print your name and address on the reverse of this form so that we can return this extra fee): in card to you. u at ■Attach this form to the front of the mailpiece,or on the back if space does not 1.El Addressee's Address •2 m permit. 2.El Restricted Delivery m � ■Write"Return Receipt Requested"on the mailpiece below the article number. rY rn ■The Return Receipt will show to whom the article was delivered and the date r Consult postmaster for fee.delivered. p fl 0 3.Article Addressed to: 4a.Article Number � I a •4b.Service Type I E VASSIL,PAUL R&CHERYL A ❑ Registered Eg'-Certified I 21 STONE EDGE RD { ❑ Express Mail BEDMINSTER,NJ 07021 ❑ Insured � w ❑ Return Receipt for Merc andise ❑ COD o J 7.Date of Deli ry o a f VLJ 0 ) Z 5. Re d By: (Print Name) 8.Addressee' Addre s(Only if requested Y and fee is paid) w t 6.Signa ure: dres'91 or Agent) ~ T X I itf - t '=' t4 1 111 s .i ti- y PS Form 3811,December 1994 102545:98-13-6M Domestic Return Receipt UNITED STATESFirst-Class Mail. POSTAL SERVICE Postage AZges Paid Y P'i4N 0—sps Te[mi •Print your addrjesg,,', nd ZIP de in-this t;'3 0,�N Willer ]Engineering KingS Oak Plaza 21 Brook Street Seekonk,WA 02771 ai SENDER: I also wish to receive the 2 ■Complete items 1 and/or 2 for additional services. following services(for an (n ■Complete items 3,4a,and 4b. d ■Print your name and address on the reverse of this form so that we can return this extra fee): U) card to you. u d ■Attach this form to the front of the mailpiece,or on the back if space does not 1.El Addressee's Address •2 permit. 2.❑ Restricted Delivery m ■Write"Return Receipt Requested"on the mailpiece below the article number. ry N ■The Return Receipt will show to whom the article was delivered and the date delivered. Consult postmaster for fee. o 0 3.Article Addressed to: 4a.Article Number. CL 4b.Service Type 3 E PINA,MARY R ❑ Registered ff!�elrtified 0 227 BUMPS RIVER RD ❑ Express Mail ❑ Insured Y rn OSTERVILLE,MA 02655 LUU ❑ Return Receipt for Merchandise ❑ COD a 7. Date of Delivery o 0 0 Z 5. Received By: (Print Name) 8.Addressee's Address(Only if requested Y` and fee is paid) +1 w LI 6. datu : (Addressee or Age ~ ` 0 X Iy 381 1—,6ecen41Lper 1994 102595-98-13-0229 Domestic Return Receipt UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 •Print your name, address, and ZIP Code in this box • Miller Engineering Kings Oak Plaza 23 Brook Street Seekonk,MA 02771 I ai SENDER: I also wish to receive the ■Complete items 1 and/or 2 for additional services. following services(for an H ■Complete items 3,4a,and 4b. a� ■Print your name and address on the reverse of this form so that we can return this extra fee): in card to you. v d ■Attach this form to the front of the mailpiece,or on the back if space does not 1.[1 Addressee's Address •2 mpermit. 2.El Restricted Delivery m � ■Write"Return Receipt Requested"on the mailpiece below the article number. rY � Y ■The Return Receipt will show to whom the article was delivered and the date delivered. Consult postmaster for fee. AL 0`3.Article Addressed to: 4a.Article Number 7 gee a 4b.Service Type E HAMELIN,NORMAND E& d HAMELIN,PATRICIA L El Registered �€rtified 208 SUMPS RIVER RD ❑ Express Mail ❑ Insured OSTERVILLE,MA 02655 ❑ Return Receipt for Merchandise ❑ COD 7. Date of Delivery w o a o 5.Received By: (Print Name) 8.Addressee's Address(Only if requested Y and fee is paid) w cc 6.Signatu : (Add essee or Age t) o X. T becember 1994 ' 102595-9e-13-0229 Domestic Return Receipt UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 •Print your name, address, and ZIP Code in this box • Miller Engineering � Kings Oak Plaza 21 Brook Street Seekonk,MA 02771 .1 !!I!!{!}7 lII I I I I I I I I I f III I!1(!(fI I II I II Z 338 300 637 US Postal Service -0 Receipt for Certified Mail No Insurance Coverage Provided. Do not use for International Mail See reverse Sentto GERS SUZAN 3 rE"WNE ; Post Office,St 1OKode Postage JAN IS® Certified Fee Special Delivery Restricted Delivery Fee Return Receipt Showing to Whom&Date Defivered n Retum Receipt Vv mg to Wham, S— Q Date,&Addressee's Address 0 TOTAL Postage&Fees C") Postmark or Date 0 rL o_ Stick postage stamps to article to cover First-Class postage,certified mail fee,and charges for any selected optional services(See front). 1. If you want this receipt postmarked,stick the gummed stub to the right of the return address leaving the receipt attached, and present the article at a post office service- a window or hand it to your rural carrier(no extra charge). 2. If you do not want this receipt postmarked,stick the gummed stub"to'fhe right of the Q) return address of the article,date,detach,and retain the receipt,and mail the article. 0C Ln 3. If you want a return receipt,write the certified mail number and your name and address rn on a return receipt card,Form 3811,and attach it to the front of the article by means of the 'gummed ends if space permits. Otherwise,affix to back of article. Endors0ront of article Q RETURN RECEIPT REQUESTED adjacent to the number. Q 4. If you want delivery restricted to the addressee, or to an authorized agent of the O O addressee,endorse RESTRICTED DELIVERY on the front of the article. M 5. Enter fees for the services requested in the appropriate spaces on the front of this receipt. If return receipt is requested,check the applicable blocks in item 1 of Form 3811. o. 6. Save this receipt and present it if you make an inquiry. 102595-99-M-0979 a minas Fngineet,.ng CERTIFIED Yfinas Oak plaza 21 Brook Street f S,oc,koak,BI A 02771 Z 338 300 637 U.S. POSTAGE SEEKONKOMR.MA 02771 j uNneosr�res JAN 10. '00 Posr ls:4 AMOUNT f ' $2.98 '�•, " ram s _ 00053527-04 JI 0 �M GERS,SUZA E M L.30 ER NECK 1111di HHinHHHIHIH-H111H Milli Lei 4; SENDER: I"also wish to receive the :o ■Complete items 1 and/or 2 for additional services. following services(for an W ■Complete items 3,4a,and 4b. at ■Print your name and address on the reverse of this form so that we can return this extra fee): + 124 card to you. v I > rAttach this form to the front of the mailpiece,or on the back if space does not 1.❑ Addressee's Address Ili i permit. 2.El Delivery ■Write"Return Receipt Requested"on the mailpiece below the article number. ) ■The Return Receipt will show to whom the article was delivered and the date Consult postmaster for fee. delivered. P L 0 3. Article Addressed to: 4a.Article Number a 4b.Service Type E ROGERS,SUZANNE M ❑ Registered 3'Eertified 0 300 BAXTER NECK RD _.__._......__._._..____ rn El Express Mail El insured S Cn f MARSTONS MILLS,MA 02G48 ❑ Return Receipt for Merchandise ❑ COD 0 7. Date of Delivery o 0 cc 5. Received By: (Print Name) 8.Addressee's Address(Only if requested and fee is paid) ' Mc 6. Signature: (Addressee or Agent) �- tt t L tl .f tl llfl T X e - w PS Form 3811,December 1994 1 OJ695-9e-13-0229 Domestic Return Receipt + Miller Engineering CIWI Engineering—Land Surveying 21 Brook Street, Suite 12 Seekonk,MA 02771 Phone&FAX(508)761.7790 January 7, 2000 To Whom It May Concern: On January 18, 2000 there will be a Public Hearing held at the Barnstable Board of Health at 7 :30 P.M. to discuss. the granting of a variance for Map 120, Lot 99, Bump' s River Road. The variance requested is to place a three-bedroom house on a lot containing 15, 000 square feet . of area. If you have any questions, please call our office, Monday-Friday, 8 :30 A.M. to 4 :30 P.M. Sincerely, 4ames E. Miller, PE, PLS r r� TOWN OF BARNSTABLE f?ME OFFICE OF i 3ABBSTOBLS, s BOARD OF HEALTH . y MAe B. pj �p 1639. \00 367 MAIN STREET anX HYANNIS, MASS.02601 March 14, 2000 James Miller, P.E. Miller Engineering 21 Brook Street Seekonk, MA 02771 RE: 218 Bumps River Road Dear Mr. Miller: You are granted a variance from 310 CMR 15.214, on behalf of your client Richard Effron, restricting sewage flows to one bedroom for every 10,000 square feet of land within Zone II districts. You are granted permission to construct an onsite sewage disposal system at 218 Bumps River Road, with the following conditions: (1) If two (2) bedrooms are proposed, the septic system shall be installed in strict accordance with the revised plans dated 2/10/2000. (2) If two (2) bedrooms are proposed, the dwelling shall be constructed in strict accordance with the house plans (undated) showing the bedrooms on the second floor and no bedrooms on the first floor. Dens, study rooms, finished attics, sleeping lofts and similar-type rooms are considered "bedrooms" according to the Massachusetts Department of Environmental Protection. (3) If three (3) bedrooms are proposed, the septic system and FAST system shall be installed in strict accordance with the revised plans dated on 12/22/99. (4) If three (3) bedrooms are proposed, the dwelling shall be constructed in strict accordance with the submitted house plans (undated) showing three (3) bedrooms maximum. (5) The applicant shall record a properly-worded deed restriction at the Barnstable County Registry of Deeds limiting the dwelling the number of bedrooms authorized. The deed restriction shall be signed by the property owner. A copy of the recorded deed restriction shall be submitted to the Board of Health prior to obtaining a disposal works construction permit. miller This variance is granted because the application meets the policy of the Board of Health in regards to approving the number of bedrooms proposed on lots of this size. The Board has approved three (3) bedrooms on lots of less than 18,000 square feet if alternative-type systems are proposed. This lot is 15,000 square feet. Sincerely yours, pv<:1� V\,t�Z_ Susan G. Ra .S. Chairperson Board of Health Town of Barnstable SGR/bcs miller DATE: 4 FEE: i ILUMAdti • MASS REC. BY Town of Barnstable SCECFiBD. DATE: Board of Health 367 Main Street, Hyannis MA 02601 Office: SOR-862-464 4 Susan G.Rask,R.S. FAX. 508.790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Q Property Address: a•�8 e4, �aa� Assessor's Map and Parcel Number: �9 /a D Size of Lot: /S; dt90 Wetlands Within 300 Ft. Yes Business Name: No X /Subdivision Name: 4dCZtf x,4�& APPLICANT'S NAME: phone (Z,*/) Did the owner of the property authorize you to represent hint or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: //eri� �ir07 dame: Address: �D /a s sZ. 0 3 '._j/jjnj-Address: '�L Phone: (7AI) 7-A V- S; Ss" Phone:�SOBI 7_r;W" 7 79O VARIANCE FROM REGULATION(list Reg.) REASON FOR VARIANCE(May attach if more space needed) ��A�c�121�Ou,aG o� aG /�"�• Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of engineered plan submitted(e.n. septic system plans) Four(4)copies of floor plan submitted(e.g. house plans or restaurant kitchen p)ans) 9 MAR Applicant understands that the ahutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense(for Title V andfor local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected ma,_A.Beam trap vwiarze rencvnb[nose o"'ieucc oodl!L°"l diw unt vwia+rs te•ewah[same ownet:(casee oatyl,aad rsriaoas tD rrTu�failed+e+ua.li�posal .+n.a +n(only it npwion a the building peoposcd .`� . Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G. Rask,R.S.,Chairman _ Sumner Kaufman,M.S.P.H. NOT APPROVED REASON FOR DISAPPROVAL Ralph A. Murphy, M.D. Q:/WP/VARZREQ � c SEPTIC SYSTEM PROFILE /02.D0 Acce�r N (NOT TO SCALE) 7� IMMfO OM01 1 r /Y r ' rro /clo.r ro 6r°.•e r 11,,��•q yVrr PrAw K[Moolen Da apValpmfla[ _ M 1,r Im... 10 O R16 M%a lewA - �► 0 /e's/N/Xh f'L Nfi' 2'41•e0ep T 6 � - _ Atrof ycbf•saoncror Y J•.oE t• 0 0 0 0 o c a xr. 00, o 0 0 o e= o 0 P OtlB® -�j LOCUS MAP _ yI ._97.CT mkw 97.c0 fN.d_ IIr' og 0//16 NO OUiT -lb1p4 L0A/LD y�o/ I-&.h°d rhnc )Igo QOlO p181 ' !r9'Vi'Js 00 PROPOSED 1500 GAL. Y" LEACHING CHAMBERS TANK WITH �// DISTRIBUTION BOX MICRO FAST UNIT WAMj elm / iZa/ 99 Ma�/ZD �� NOTES — ._!J•e. .._. --TK To 1 Vr Dane fl0n .. '� /S000 SF 1,ALL COMPONENTS SHALL BE ROTONDO PRECAST, EXCEPT THE 9.FBQ Dar/ vsrisnrs I"'F d/O RBi d Fp6 •At+lD wo wiT LEACHING CHAMBERS.THEY SHALL BE 500 GAL.LEACHING CHAMBER CN,P/S.2/V h♦//i.../,i°caw/r!+rAns 0 \ BY WIGGIN OR EQUAL °/'3A, n!h^9.n /°/"/� LEACHING CHAMBERS CROSS•SECTION 2.ALL PIPE SHALL BE A'SCH PVC PIPE UNLESS OTHERWISE NOTED. /J,DOO JFW/�r'{'s✓rs^ a7/iyr/s/n, ,� _• y I I I -Qp�, b \ 7.MATERIALS AND METHODS OF CONSTRUCTION SHALL JD' CONFORM TO THE REQUIREMENTS OF TITLE V•MASS, ENVIRONMENTAL CODE,AND THE REQUIREMENTS OF X° THE LOCAL BOARD OF HEALTH. DESIGN DATA piap°rsd 8 L S J.DESIGN FLOW:Pi°F�0'3 BEDROOM,No GARBAGE GRINDER J Bd/.D✓w/// ��Q �'. /.ALL TOPSOIL,SUBSOIL AND UNSUITABLE MATERIAL SMALL BE /�• rF'/0900 dC' REMOVED AS PER 3I0 CMR 1S2S51S1 FOR AMINIMUM DISTANCE pE910N FLOW.3 ■ 110 GA/DAYISDR. •330 GRAY B/• V.SO V OFT LATERALLY FROM ALL SIDES OF THE OUTER PERIMETER aA'n•c1L_.-_ OF THE PROPOSED SOIL ABSORPTION SYSTEM AND FROM BENEATH THE SOIL ABSORPTION SYSTEM i0 AN ELEVATION dF '1?•e (�„r�,. ... 'r• " OR UNTIL NATURALLY OCCURRING PERVIOUS MATERIAL IS 2 LEACHING AREA PERCOLATION MTE•c 7 MIN./IN. SOIL CLASS 1 '., p• DESIGN PERCOLATION RATE•S MIN./IN �o OBTAINED PER NO CMR 15]50 AND THE LOCAL B.O H.OFFICER. \ AFTER THE EXCAVATION IS COMPLETE THE AREA SMALL BE SACKFILLED AS PER510 CMR 15,255(2)AND THE LOCAL B.O.H.OFFICE. PROVIDE: Z-dC1 WIDE %EQ S'LONO % 2' DEEP rNch.C/W^e •�. �� S.ALL UTILITIES SHOWN ARE PLOTTED FROM BEST AVAILABLE EFFECTIVE LEACHING AREA•/J2 WIDE•2S'lONO, ?'DEEP -- INFORMATION AND SMALL BE VERIFIED BY THE CONTRACTOR - __ FOR EXACT ELEVATION AND LOCATION PRIOR TO CONSTRUCTION 2.LEACHING AREA PROVIDED: S T' I 1--_ -I \ OF THE PROPOSED SEWAGE DISPOSAL SYSTEM. I h .Per slue SIDEWALL: Lejrh GL,pi �RING. ■7 HT. ■ Z SIDES •/OO 80.FT. /A^ Iti O Q I i/ /t I I /2' i 6 THIS PLAN IS TO MAXIMUM FEASIBLE COMPLIANCE LNG, ■P NT. ■Z SIDES • J2.0 SO.FT. A,& AS PER SEC.1SeW AND 15 e06OF THE MASS.SANITARY CODE. ENO: Lejeh Ci9i,7�, //,,2 r O_ _ [Awi.G s/ I L _ L .�,1 I �/Pr - BE BOTTOM: /sr,/h.rA✓nX..t.S UX7.f/!!L WIDE •j10 80.FT, 7.AP ROVED.CHANG I AND VARIATIONS BY FROM THIS PLAN MUST G APPROVED,IN WRITING,BY BOTH MILLER ENGINEERING TOTAL AREA PROVIDED •f'BP,BSO FT. 1 Z /+v oed I .✓si AND THE LOCAL BOARD OF HEALTH. BN !ono_Lab' _._ 0 ALL UNUSED FLOWDIFFUSOR OUTLET PORTS WILL BE 1.CAPACITY:fJI�SO.FT.F.74 GA/BF•257 GAUDAY NOTE: ? vY9 wlt COMPLETELY FILLED WITH GROUT, A MalmaL ice Cor&sd for the Feel LIM Is Fpul. '08v�ide o SOIL DATA to tT1e lww a health for Inepectlon,Irletntenorlce and can of PROPOSED SEWAGE SOIL TEST 7.MORME I OF THE B 1999 BY PETER T. MC HEALTH. AND WITNESSED unit SsMpRfV R/lelyele wilt be provided to ttw Bow a Health BY DONNA z.MIORANDI of THE BARNSTAABLE BOARD of HEALTH. DISPOSAL SYSTEM �„/ LocArroN_ 218 BUMPS RIVER ROAD ae agriree�,B1e - J"' TEST PIT 1 TEST PIT 2 BARNSTABLE MA APPLICANT: RICHARD EFFRON Zosnalve /SOe'/becAi 9v o /ea o 30 MASSAPOAG AVENUE Fion • 20' 2/d Bum ;s/?/Vcr 'eaad OyQ LOAMY sM+O Lawr BAND SHARON MA Ra°r' •/O 94% /o- 9ef /2, VE"..D)wj PREPARED BY rR LOAMY SAND LOAMY SAND MILLER ENGINEERING % LEGEND ' 21 BROOK STREET PLAN BENCH MARK 6EE1(ONMfMA mmEXIST.CONTOUR S LE:1••2D TOP OF CONC. Y7MEDIUM SAND MEDIUM SANDMoe))Sl•7750BOUND ON THEz ra—Ca PROPOSED CONTOUR SOUTHWEST PROP. e97 /ro• 94Y Daet►m19BT$2, 1888 CORNER i4� Toy MT EL.•10000 0 PERC HOLE R VISIONS j-/0.00 CH BY PERC.RATE•Q MPI I PERC RATE•r!MPI 1,OOe _PROPOSED SPOT ELEVATION PERC.DEPTH•51'(91rf PERC DEPTH•ea 1 O W.DEPTH•.I20'CeP.7 O W DEPTH•-W Please complete all items marked mail signed original contract to: J&R Sales&Service,Inc. 44 Commercial Street Raynham,MA 02767 J&R SALES & SERVICE, INC. INSPECTION AND EFFLUENT TESTING AGREEMENT This Inspection Agreement is entered into by MR/Sales & Service, Inc. (herein call MR) and the FAST® System OWNER (herein called OWNER), for the purpose of setting forth terms and conditions governing J&R's obligations to inspect OWNER's equipment listed below. g p Upon acceptance of this agreement, MR will render the following services only: Equipment will be inspected at least 4 times per year that this Agreement remains in effect, with the first inspection beginning . These inspection will include: 1) Testing of the sludge depth in the septic tank. 2) Inspection, power testing and clean/replace intake filter of the air blower. 3) Inspection of the alarm system. 4) Inspect over-all condition of FAST® System. 5 Notify of any OWNERproblems encountered. 6) Service other than routine maintenance will be billed at an hourly rate plus travel and material. MR shall notify the local board of health and the Department of Environmental Protection in writing within 24 hours of a system failure or alarm event including corrective measures that have been taken. It is understood that by this Agreement J&R is not obligated to supply any parts. Any additional labor time will be billed to the OWNER at standard labor rates of$_64.00_per hour. Emergency service between regular inspections will be provided at standard rates for labor during normal business hours, after 5:00 PM and on Saturdays time and one-half, and double time on Sundays and holidays, minimum four(4) hours plus standard charges for parts plus mileage and travel charges. This agreement does not include expenses to repair damage caused by abuse, accident, theft, acts of a third person, forces of nature, or altering the equipment. J&R shall not be responsible for failure to render the service for causes beyond its control, including strikes and labor disputes. 44 Commercial St. 8aynham,MA 02767 Tale.508 823.9566 Fax 508.880 7232 OWNER understands and agrees that J&R is not responsible for special or consequential damages, including loss of time, injury to person or property unit or equipment failure. This agreement is not assignable without the consent of J&R and will remain in force until canceled by either party through written notice. This is a two-year service contract to be billed annually in compliance with State regulations. Failure to comply will result in cancellation and nullification of any warranties. MANUFACTURER MODEL NO. SERIAL NO. LOCATION ANNUAL RATE Bio-Microbics Home FAST® Centerville, MA $350.00 EQU1PMENTAY_TNERx7 J&R Sales & Service, Inc. *Signf on Signed by: Richar 44 Commercial Street *Address: Raynham, MA 02767 218 Bumps River Road Tele:(508) 823-9566 Fax: (508) 880-7232 Centerville MA *City: State: Zip: *Telephone: Effect Date of Agreement Effluent Testing Effluent sample taken 1 time per month for the first six months and quarterly thereafter, delivered to a qualified testing lab for evaluation and with results being sent to State and local Agencies as well as the owner. Owner is responsible for providing acceptable access to effluent to enable a grab sample to be taken for laboratory testing performed: PERMIT : *(PLEASE CHECK ONE) ( X ) GENERAL ( ) REMEDIAL O PROVISIONAL *SPECIAL CONDITIONS PER LOCAL BOARD OF HEALTH (Y)or(N ) If YES,please attached copy of permit ( ) BODS,TSS,pH ( X)pH, BOD, TSS, TKN, Ammonia, and Nitrite Cost for testing $210.00/visit Operator assigned: William Everett Engineer: James Miller Engineering Telephone: 508 243-9566 r *Approval for Effluent T _ Hom owner's i . ature f DEEP:OgStRVATIO..N.HOLE LOG: Hole# TP- I Depth from Soil I lorizon Soil Texlurc Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,noulderes. % 0 —10 A l . S, to Y)Z 3/, N��r Ma.y S,51i t1yo f .,c54 1°"-32" $ �.S S . to rRAl N••7e ,t ti h 3Z • Zo C Iv1a4.9-�hd ?•SY �'/q No0n4 Lop05 S}A . .. ....... ... . ..�7BSERVATI N.:HOLE<LOG°: °><. : Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) (USDA) Other (Munsell) Mottling (Structure,Stones,Uouldcres. 0 -J2 " A116 l• S. la YX V/, AJW d« Slr• hll �:ol le ` h ed•SC44 z.s Y /,4 None 44ke S, �IK S ON; OL + LOG VA T Mole ..; . .. :.... Depth from Soil Horizon Soil Texture Soil Color Soil USDA Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. o f DEEP O$SERVATTONHO LE: LOG: Hale# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(m.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. 0 e Flood Insurance Rate Man; Above 500 year flood boundary No— Yes Within 500 year boundary No— Yes Within 100 year flood boundary No— Yes 4. Depth of Naturally Occurring pN3dQuc D" t rlAl Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certifythat on — I S (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,e�x—peertise and experience described in 310 CMR 15.017. Signature f Date Town of Barnstable P a Department of Health,Safety,and Environmental Services i"`► Public Health Division Date �J 2 St. 367 Main Street,I lyannis MA 02601 RAMMARIA 1 Fel,�ct'' Date Scheduled OVA6Time Fee Pd. 1 0 J Soil Suitability Assessment for Sewage Disposal Performed By:-Pete 1 �, 1 Witnessed By: 'PU'A1'1q 2 tj t D trgd1�') 1` • 7 LOCATION &GENE (B4O,V1 .) "� RA.L INFORMATION Location Address V\'C'` ,n(�,Owner's Name J� rC Address 30 Al�avzl .,POu 4e, Assessor's Map/Parcel: lao—oq 7 Engineer's Namc Jgw1e3 lr M,7)0 4. NEW CONSTRUCTION X REPAIR Telephone SW 76/ - 7796 Land Use �C S�A•�K Ha A Slopes(%) Surface Stones NOrl e Distances from: Open Water Body R Possible Wet Area 6A- R Drinking Water Well? 1610 R Drainage Way AJ A R Property Line _ 3 7 (t Other 1 3 ' n SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) }A 4 c 63 "1 37' Q� . 13' -Somfs erz. ROB Gl�c�al O�r-wa 'Parent material(geologic) e k Depth to Bedrock � b Depth to Groundwater: Standing Water in Hole: A Weeping from Pit Face N14 Estimated Seasonal High Groundwater �0 >:nETENA' 'Yt�1rI 'OR SEA►SONALiIG 'V�!A ' t TALEe: :;:> MethodUsed: ...... ..............................:..�:•.::::.:::.:::.�;::;::::::•;;:;;:.:::.:.;:.;:;•:�;:;:•;;;;;::;:. Y�CI Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs, hole: in. Groundwater Adjustment R Index Well H_ _. Rending Date:. __ Index Well level Adi,factor Adj.Groundwater Level :•:>::::>::<.>::::; ......>:.:. :.. :.. :PERCOLAT.I Observation Tt—1 Hole N 2404�^nj Time at 9" Depth of Perc _ S4 �� 60 �� '40140+ kt;A4 ' 9 9,s �/YSO�l�C f'Mme at 0 Start Pre-soak Time @7r! ¢ jr. ? Time(9%6") � End Pre-soak q V 4SA Q:OQ Rate MinAnch . 2 < 2 Site Suitability Assessment: Site Passed Site Failed; Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back Copy: Applicant In . �1'�l!!`•L-� w ' t-- !�HQA ��yr+j a " •�I,�. � ,.�� o,r � + � i t,cam. _�, or 49. tit °3 •'f art.' ��1�U ��CiVj — -—' �: •�� �G �>` - .___ � 'S� .•can •.N. GbpP•� s I 1 _�. _ •'. - v�4• 1� • i ._._ —.._tea.---- •---_.�_�__►---��� �' t ' r O or jr a 1 I � • 1 i \ i "' � ��r�ri.ti�a c A7_IN �� rt , ;; - tel:✓F;,..G�' NSOLid CiltL�'1.1Y 1';AI < �i { ;�� O t `� i..�( I 1 Mom,-• A r/'G_✓{ 1- 1 ' S ` ........". � 1 44. .--�=-- _ _• ` - Y ».�k it a4neM.W>,.resew.tyY�aB:R>tlY9e9.Y.R.e.n}l✓E�.++n.:'t'M '.. V:twfR1:M'd'.;...'xn<.s.0 a/.W.}u....mat:.Wrt*+ .t'ryA.s':aPsaeac_r.Y.Nweroautti6uWbeswron.trw.^.Y+zF,w_••.Y.:.Bwwem+'4t1tNw.!:ac...M}e..Ye6eee"iits ArtA:os u:a:_.e=:Z.T'u+a�N:- -e"ONmtIK.`aAiW.f:r...myr.e rv-ryl ...MWes.Wiva�".�eaypAClVds^'e+aiw'1n+.+4Rmv.nglei4>i%.w.a'lP+o/rnV.tNngrD:c.'ra'un i. _am"IYIYlY1�R+m....4_as....wn..an e:YNfLLK}aVonY.L"*9+nY'>KnaG.,ewe:A3K4eAMrF.n•.aM.22..r.VNKe•9a+su.v».Y>S.f..ns.^" � TOP OF FOUNDAT ION oa,ov SEPTIC SYSTEM PROFILE k NOT TO SCALE ) K FW SHED GRALk FINISHED GRAD_ ACCESS COVER TO BE /00. BROUGHT TO FINISHED GRADF i c jwhikfn Rd. __ _._._i ! � —�• OF 4'SIN __— —_ _— PRECAST FLOWOtANNEL 2'_OF 1/8"TO 12' 40 PVC pN,E i _ W1 31S' SLOTS DOUBLE WASHED TUNE SC11.40 G' ✓ _ 9 S/D FREE OF FUMES AND DUS? ff H UW LINE - OF 4" �PIPE 7 -- MIN" ilF 4'SCN L �-- 40 P4f pjpE i2ci ; INV. Et 1 r _1 110, 14" 5 0/ BllIRpS .....�"�.. .. SANITARY TEES ( 6` CRt INV EL E13 INV Et LOCUS t 0 + I S/dVITARY TEE w; GAS TRAM L�_- _---—� E/. 9s,y /70 r' .S v9`�//'3G' � _ a ! � i;" CRUSHED STONE � � 31" TO 1 112' DOUBLE WASHED STOW a \ y - i FREE Dr" FINES AND DUST � _ __��„�_._._.�_._/41J.d0 ! f __--._._._^_--_-.-._ __._.—__�- INV EL �1 N3 r 7, G D INV EL 9 7 F GROUND WATER , / \ PROPOSED 150 GAL. LEACHING CHAMBERS SEPTIC T,AW.. DISTRIBUTION ' f i l8`TO 112' DOUBLE WASHED STONE FREE OF FINES AND DUST ! N No,rES �32" 3W TO 1 112" DOUBLE WASHED STONf- '� + n n r. v n r nT r .♦ a FREE C* FWES AND CkIST I ALL COMPONENTS SHALL BE RO TONDO PR CAST EXCEPT W's I THE �. � ��:�� �, a va�re%'GB : i�r� ,�/Q >. LEACHING CHAMBERS THEY SHALL BE 500 GAL. LEACHING CHAMBER 4-/ if /S X/y Ae a//r7fv /7 ---- `ixret•�r BY wiGGIN OR EQUAL �ii✓�rj/.v9y d/� �c:D;e LEACHING CHAMBERS CROSS . SECTION h y/,,,: � 2 ALL PIPE SHALL BE 4 SCH PVC PIPE UNLESS OTHERWISE NOTED -�-- i 3 MATERIALS AND METh<ODS OF CONSTRUCTION SHALL 3 Gar .::Al„f/! i� © CONFORM TO THE REQUIREMENTS OF TITLE V . MASS I F,NVIRONMENTAL CODE AND THE REQUIREMENTS OF ib rF;'l'�s:Q/> ��8_ _ j THE LOCAL BOARD OF i4EALTH I DATA •,' ------__ _ ;.4 - I 4 ALL TOPSOIL, SUBSOIL AND UNSUITABLE MATERIAL SHALL BE. 1 DESIGN FLO'A REDROOM ~4C' ,,�,ktjA GE GRINDER REMOVED AS PER 310 CMR 15 255(5)FOR A MWIMUM'DISTANCE OF 5 LATERALLY FROM AL'.SIDES OF THE OUTER PERIMETER DESIGN FLOW 110 GAL/DAY! i 8DR, �`-7 GA IDY Ot THE PROPOSED SOIL ABSORPTION SYSTEM.AND FRtM BENEATH THE SOIL ABSORPTION SYSTEM TO AN EL`VAYION OF 9 7.J ' _ p T!ON RATE _ <2 MIN. I IN SOIL CLASS OR UNTIL NATURALLY OCCURRING PERVIOUS MATERIAL IS � _EACHING AREA ERCOLAI 0 CMR 15.250 AND THE LOCAL 13.0 H OFFICER DESIGN PERCOLATION RATE = 5 MIN. / IN OBTAINED P�R 3 AFTER THE EXCAVATION IS COMPLETE THE AREA SHALL_BE I BACKFILLED AS PER 310 CMR 15 255(3)AND THE LOCAL B O H. OFFICE. PROVIDE. 2- WIDE X 6-6 LONG X 2' DEEP Leach C'17A,-1>b- z ' 5 ALL UTILITIES SHOWN ARE PLOTTED FROM BEST AVAILABLE EFFECTIVE LEACHING AREA =/ 2 WIDE. 25' LONG G DEEP 1, I 1'e.•r,—v6 � ��, INFORMATION AND SHALL BE VERIFIED BY THE CONTRACTOR 04 krex � � FOR EXACT ELEVATION AND LOCATION PRIOR TO CONSTRUCTION 3 LEACHING AREA PROVIDED OF THE PROPOSED SEWAGE DISPOSAL SYSTEM T" SIDEWALL L�;�_. ^.' LNG. x 2' HT x ? SIDES = i» SQ. FT 6. THIS PLAN IS DESIGNED TO MAXIMUM FEASIBLE COMPLIANCE AS PER SEC 15 404 AND 15 406 OF THE MASS SANITARY '"ODE END Gr-, -- LNG x 2'HT x SIDES SO. FT 7 ALL CHANGES AND VARIATIONS FROM THIS PLAN MUST BE BOTT ' OM LNG x /. 2 WIDE SQ FT APPROVED , IN WRITING . BY BOTH MILLER ENGINEERING ^. i AND THE LOCAL BOARD OF HEALTH TOTAL AREA PROVIDED = !��B SQ.F' 8 ALL UNUSED OUTLET PORTS WILL BE 4. CAPACITY Y8?.B SQ FT x . y GAUSF= 3.57 GAUDAY COMPLETELY FILLED WITH GROUT SQI L. DATA �o�� TEST PERFORMED oECEMBEK � 4 MU ENTEE AND WITNESSEDPRO POSED SEWAGE - - -- ----r—_ I BY DONNA Z. MIORANDi OF THE BARNST A BLE t3+ARD OF HEALTH. DISPOSAL SYSTEM �, j _ I. �.__-. __--. LOCATION _.__..-...i 2-ol ll �e ba c �___ ________�________ _ _w_ 218 BUMF fS RIVER ROAD TEST PIT I TEST PIT 2 BARNSTABLE. MA APPL+CANT RICHARD EEFR®N j a 30 MASSAPOAG AVENUE SI-IARON MA LOAMY SAND LOAMY SAND __.__.,_- 97 9.i io" 9911y /2' ;.._ ,.� PREPARED 13' s LOAMY SAND LOAMY SANG , I E. MILLER ENGINEERING E�YEN�rt 97.0 32" `�7. �ULLE� 21 BROOM STREE' PLAN BENCH MARK K _ _. , fir. grrr�,�. 2, P I SEE ONK MA 02T', EXIST. CONTOUR SCALE 1" - 20' TOP OF CONC s r��r, �l 1508) 761 .7790 f MEE3lUM SANK MEDIUM SAND ' --"�,�- BOUND ON THE PROPOSED CONTOUR f ! � s�u'`'��'�sf " go,/A ,,?o December 22, 1999 1471,2,0 TEST PIT PIS EL =100 00 © PERC HOLE I V±S(ONS f'3-4C7 1 CHK BY PERC MATE = <2 MPi PERC RATE = <2 MPI to'JxO PERC. DEPTH =541 2` ! PERC. DEPTH =60'?5g:y PROPOSED SPOT ELEVATION G W. DEPTH = 120"CA9.7) � G W DEPTH = 120"�!Y � 99 _ }23 TOP OF FOINrDATION v ov SEPTIC SYSTEM PROFILE �} ( NOT O SCALE ) FINISHED GRADE FINISHED GRADE AO/,2 ACCESS COVER TO BE BROUGHT TO FINISHED GRADF _--�.- Old#wm_Rd. 4U pL PRECASTSlI�pNfCllArMrEI 2°Of 1/8"TO 1L2_ LOGOS "-_ -- C PIPE W/ 3/8' M DOUM WASHED 57UPit 3�0 '� .-.._ -_._ � �f.E OF FINES AND DUST �[t✓, 9',YO bw,f�' 97-1/0 S'OE - � FLOW LIWE �_ 2' OF 4 SC1•(. ap WC PIPE OF 9"SCN.90 P1+C P Bumps Rtver Rd _ ?, I I CAP SANITARY TEES r i 6" CRUWD LOCUS MAP � � ` SANITARY TEE W1 G S TRAP W. EL I_ STONE ?& 2• E'l,�9S•.'f�� ; 7 O cj �� 974 ss y' S�'9�•1/•.gib .C � / INV EL lea,Dd f --_ 6" CRUSHED STON IWY EL_ , i >3 3/4" TO 1 1/2' DOUBLE WASHED STONE �> I � � FREE Of RNE� AND COST 5' INV. EL. f ELEV 90.r I / \ PROPOSED 1500 GAL LEACHING CHAMBERS SEPTIC TANK DISTRIBUTION BOA .---._.._...�...� ._,� Ex/.st1i7o 4 i,'8"i G i/2" DCXaf WASHED STONE FREE CIF FINES AND DUST 4NOTES . ) 314' TO 11/2' DOUR E WASHED STONE 0 J I ALL COMPONENTS SHALL BE ROTONDO PRECAST, EXCEPT THE 9_ /2 e 4 We.1 8 Varre/,-ce 4k0177 -7,/d FREE OF RNES AND DUST I1 II LEACHING CHAMBERS. THEY SHALL BE 500 GAL LEACHING CHAMBER r /�" 'off ,�# C/>,�jP /� to/Y 1d ce//a,Ir/ >he �! ioa x ' p BY WIGGIN OR EQUAL. p � �, � j/ a� �� f� 2 ALL PIPE SHALL BE 4" SCH PVC PIPE UNLESS OTHERWISE NOTED LEACHING CHAMBERS CROSS - SECTION 3. MATERIALS AND METHODS OF CONSTRUCTION SHALL;E' CONFORM TO THE REQUIREMENTS OF TITLE V , MASS. 38 ENVIRONMENTAL CODE AND THE REQUIREMENTS OF Ae ___.�__ _____ _______.__ THE LOCAL BOARD OF HEALTH DE I N _ DATA A �. 4 ALL TOPSOIL, SUBSOIL AND UNSUITABLE MATERIAL SHALL BE 1. DESIGN FLOW Rnpemv, Z BEDROOM NO GARBAGE GRINDER REMOVED AS PER 310 CMR 15.255(5)FOR A MINIMUM DISTANCE OF 5' LATERALLY FROM ALL SIDES OF THE OUTER PERIMETER DESIGN FLOW' G x 110 GALIDAY/BDR. = ZED GAUDY ©� OF THE PROPOSED SOIL ABSORPTION SYSTEM AND FROM BENEATH THE SOIL ABSORPTION SYSTEM TO AN ELEVATION OF 9 7.D -4 I OR UNTIL NATURALLY OCCURRING PERVIOUS MATERIAL IS 2 LEACHING AREA PERCOLATION RATE = <2 MIN. /IN. SOIL CLASS 1 OBTAINED PER 310 CMR 15.250 AND THE LOCAL B 0.H OFFICER DESIGN PERCOLATION RATE = 5 MIN /IN I AFTER THE EXCAVATION IS COMPLETE THE AREA SHALL BE BACKFILLED AS PER 310 CMR 15.255 (3)AND THE LOCAL B O.H. OFFICE PROVIDE 2- WIDE X r�,�' LONG X 2' DEEP Leach I ` 5 ALL UTILITIES SHOWN ARE PLOTTED FROM BEST AVAILABLE EFFECTIVE LEACHING AREA = WIDE LONG ?' DEEP •i © i3 �� i iy - INFORMATION AND SHALL BE VERIFIED BY THE CONTRACTOR A'ra'x FOR EXACT ELEVATION AND LOCATION PRIOR TO CONSTRUCTION 3 LEACHING AREA PROVIDED I --- OF THE PROPOSED SEWAGE DISPOSAL SYSTEM SIDEWALL Lcj .� Drsi'r✓i -- -i_ ._.. - • •- - -. _ _�_ � i 4 21 LNG. x 2' HT x7 SIDES = ®y SQ F� 6 THIS PLAN IS DESIGNED TO MAXIMUM FEASIBLE COMPLIANCE I.a�x�,��s�CZ` •„�,.- AS PER SEC 15 404 AND 15 406 OF THE MASS. SANITARY CODE END. Le.z•c •; r: 9.Z LNG x P'HT x SIDES = 3(m SQ, F7 4 ov.Gro" 7 ALL CHANGES AND VARIATIONS FROM THIS PLAN MUST BE BOTTOM. Lc. ,Zi LNG. x 9.` WIDE _ 93 SQ FT APPROVED , IN WRITING . BY BOTH MILLER ENGINEERING _. AND THE LOCAL BOARD OF HEALTH TOTAL AREA PROVIDED = .��3 SQ,FT 8 ALL UNUSED Leac,'t Ct,°al7 CUTLET PORTS WILL BE 4 CAPACITY 3/3 SQ FT x _7y GAUSF = z3/ GAUDAY COMPLETELY FILLED WITH Q ROUT sty,>f PROPOSED SEWAGE SOIL TEST PERFORMEDDECEMBER 29 1999 BY PETE!? T MC ENTEE AND WITNESSED _----- -_-- ------__ .__ BY DONNA MI(WND( Of THE BARNSTA ALE BOARD OF HEALTH: DISPC3SAL SYSTEM - - _ ------- ---- - __ _ ._-_.----- _____..-_. -. ._. - ----- Za?ll7� 5'elbacks _---_.- ---___--- - _ -. __..____-_ - - -._ ___- ______-__ __- LOCATION 218 BUMPS RIVER ROAD From - Z 0 , TEST PIT 1 TEST PIT 2 BARNS_TABLE,_ MA S.de /D 21(5 L3a172,a f ve• ea ad l2car ` /0 APPLICANT RICHARD EFFRON -p 30 MASSAPOAG AVENUE /0y1f LOAMY SAND YR), LOAMY SAND _ SHARON, MA io" 9�I y 12" "" :` PREPARED BY y LOAMY SAND /OyR f4YF'`� LOAMY SAND • MILLER �NGrNEERiNG LEGEND 97,U 32" 97. 3�"j r PLAN BENCH MARK � SEEKONK MA 02771 EXIST CONTOUR SCALE 1" = 20' I °<" �' (508) 761-7790 TOP OF CONC, 2 5-y� MEDIUM SAND MEDIUM SAND ' , - PROPOSED CONTOUR BOUND ON THE TEST PIT RIi40 5,7 /toy goy lava December 22, 1999 EL =100.00 _ Q VISIONS /'3-4GJ CHK. BY PERC HOLE PERC RATE =<2 MPI PERC RATE _ <2 MPI PROPOSED SPOT ELEVATION I PERC. DEPTH =54`f` `:% PERC DEPTH =601 SS.�1 G W DEPTH= 120"6".7) G W DEPTH = 120"/ 99- 123 Top o �6'r. da�io� SEPTIC SYSTEM PROFILE /oz,00 ( NOT TO SCALE ) G - Accc3? MH ciNISHFD GRADE //34,5' ��. To�lou+cr -r 144n1--'' PRECAST FLOWCHANNEL 2 OF 1/8'TO 1/2" --- m Rd__j - W 318i SLOTS FREE SLOTS 0 FINES WASHED STONE r t _ 7 7.ice✓. / 2' /n v E/ 9 7 YO �--- SCH �"`'_ r---7 �WC PIPE .—_-- r�:O l -- j- A �_� C-] C� �3 r� �] y v \7—L ilram/ _-- _ , Al S=. O(J \ o [—� i� E3umps Rivw Rd I I Y' - .-- __�.� 6- CRUSHED 7 /t e-,E/ Al LOCUS MAP �. 97.C°. --- _ --- /ten.iy INV EL. __ . 3/4' TO i i/Z" DOUBLE WASHED STM INV EL. ' 97. A13 FREE OF FINES AND DUST 5 ' �'� ,� \ /�✓,f/. 6'Cysts h G d .ftA/7C _--- -- 9 GROUND WATER I ! J ( 98.0� PROPOSED 1500 GAL. LEACHING CHAMBERS j SEPTIC TANK WITH off DISTRIBUTION BOX ' MICRO FAST UNIT ONE Ex/3//i7!7 1/8'TO 1R" DOUBLE. WASHED DUST FREE OF FINES AND DST 11U / -/7ce 7 C . �4 i / NOTES / 3/4' TO 1 Ii2' DOUBLE WASHED STONE '� iSUDO SF \ 1 ALL COMPONENTS SHALL BE ROTONDO PRECAST, EXCEPT THE 9. 'PeQu4,5/ a FREE OF FINES AND DUST LEACHING CHAMBERS. THEY SHALL BE 500 GAL LEACHING CHAMBER CM�P/5-- Ar//o w l�n 3 r BY WIGGIN OR EQUAL 0t ,�'5�V �,►��//irlc7 er/ ae /nf u i�fi LEACHING CHAMBERS CROSS - SECTION 1 \ 2 4L.L PIPE SHALL BE 4" SCH PVC PIPE UNLESS OTHERWISE NOTED all MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF ,ITLE V , MASS ENVIRONMENTAL CODE , AND THE REQUIREMENTS OF i 32' i /Ry sae \ THE LOCAL BOARD OF HEALTH. DESIGN DATA gar iaoosed �ns�c� BEDROOM NO GARBAGE GRINDER � h 4 ALL TOPSOIL, SUBSOIL AND UNSUITABLE MATERIAL SHALL BE 1 DESIGN FLOW. /�'/o, REMOVED AS PER 310 CMR ',5 255 (5} FOR A MINIMUM DISTANCE 38 � OF 5' LATERALLY FROM ALL SIDES OF THE OUTER PERIMETER DESIGN FLOW .3 x 110 GAUDAY 1 BDR = 330 GAUDY OF THE PROPOSED SOIL ABSORPTION SYSTEM AND FROM BENEATH THE SOIL ABSORPTION SYSTEM TO AN ELEVATION OF ? "' OR UNTIL NATURALL`y OCCURRING PERVIOUS MATERIAL IS 2 LEACHING AREA: PERCOLATION RATE _ MIN ON SOIL CLASS 1 ✓d'" `O r E = MIN % IN '9��"�J OBTAINED PER 310 .MR 15 250 AND THE LOCAL B O H OFFICER DESIGN PERCOLATION RAT " I AFTER THE EXCAVATION !S COMPLETE THE AREA SHALL BE o _ �� \ h BACKFILLED AS PER 310 CMR 15 255(3)AND THE LOCAL B 0 H OFFICE. PROVIDE ? - _S.Z WIDE X ,5. LONG X ' DEEP teach. Cfa � -� _- EFFECTIVE LEACHING AREA = /�._ WIDE, LONG, 7DEEP � \ � 5 ALL UTILITIES SHOWN ARE PLOTTED FROM BEST AVAILABLE (0e -I- 1 INFORMATION AND SHALL BE VERIFIED BY THE CONTRACTOR ` FOR EXACT ELEVATION AND LOCATION PRIOR TO CONSTRUCTION) 3 LEACHING AREA PROVIDED OF THE PROPOSED SEWAGE DISPOSAL SYSTEM SIDEWALL. LFych„ Chal c: LNG x 2' HT. x Z SIDES - /44 SO FT i /��� ,�, ,. I /r ,7 6 THIS PLAN IS DESIGNED TO MAXIMUM FEASIBLE COMPLIANCE _ -- O O rE I A/Cot �- ` AS PER SEC 15 404 AND 15 406 OF THE MASS SANITARY CODE END. l�aCh. Cf9ct//1, jam, LNG x 2 HT. x Z SIDES '.H SO FT t i L Cr �l7 rs o' I L_ __ -_ BOTTOM /e�arh. P_. LNG x i,Z WIDE = �'3c� t Limi.� o/' , ! T — — i lob I ALL CHANGES AND VARIATIONS FROM THIS PLAN MUST BE `— SO FT APPROVED , IN WRITING , BY BOTH MILLER ENGINEERING TOTAL AREA PROVIDED = yt�'.�SQ FT AND THE LOCAL BOARD OF HEALTH 00.00 -- _ S ALL UNUSED FLOWDIFFUSOR OUTLET PORTS WILL BE 4 CAPACITY: YeWS©. FT x . '71,/GAUSF = ?5 GAUDAY COMPLETELY FILLED WITH GROUT. NOTE: � h I A Malntaince Contract for the Fast Unit is required SOIL DATA to the board of health for inspection, maintenance and care of SOIL TEST PERFORME DECEMBER 20 1999 BY PETER T MC ENTEE AND WITNESSED PROPOSED SEWAGE BY DONNA Z. MTORANDI OF THE BARNSTAABL_E BOAR11 of HEALTH. DISPOSAL SYSTEM 4,, unit Sampling analysis will be provided to the Board of Health _ LOCATION . 218 BUMPS RIVER ROAD TEST PIT 1 TEST PIT 2 BARNSTABLE, M _ as required by the Board. ---�- --------------�------ -_---------- --_---- - -------- - - APPLICANT RICHARD EFFRON 99 0 , -� 30 MASSAPOAG AVENUE Fi-on f 2 O " SHARON, MA S.de /O /�' BC//?7�os �i ve r" ,�U d Q/ I /DY,f Yl LOAMY SAND LOAMY SANG /a;�� �/, --------- —--- -- ----- ----- --------------- /Fear 99 /? s 'A Of PREPARED BY LOAMY SAND LOAMY sAND ;� :� MILLER ENGINEERING 97A 32' 97,'/}3�' w= 2' BROOK STREET LEGEND _ PLAN_ _ BENCH MARK I SEEK 08K 761--7790 LE 1 20' TOP OF CONC ON , MA 771 — - EXIST CONTOUR SCA " MEDIUM SAND �'` � �, y�y MEDIUM SAND ?,-�/R A /j... BOUND ON THE i I PROPOSED CONTOUR SOUTHWEST PROP. I �97 90.`/ 20" December 22, 1999 CORNER f TEST PIT EL -100 00 ' ECG' -- � I PERC HOLE , PERC RATE - <2 MP! PERC RATE _ <2 MPI REVISIONS �-/® TCNK. BY PERC DEPTH =54 "n s<_'� PERC DEPTH =60' I 99 - 123 iooxr PROPOSED SPOT ELEVATION G W DEPTH = i20"184.7 ( G W DEPTH = 120"