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HomeMy WebLinkAbout0177 CRYSTAL LAKE ROAD - Health 4F"`187 CRYSTAL LAKE R*OSTERVILLE r A= `139,056 i =Omn o; i p M 4 m ! v a i / � I / r t / �Zlt� No. v 0 9 Fee — THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS' Zipplication for Dig ont *pgtem Congtruction Permit Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) 'Complete System El Individual Components Location Address or Lot No. 1197 C ,e,}�I b•ca4to QV_Q Owner's Name,Address and Tel.No. fb S w-r�e I lg 6_evimse s r2r�9 Cv �- Assessor's Map/Parcel g +^unsw.cce Csocz.-c�zK� Installer's Name,Address,and Tel.No. 'J"T o Designer's Name,Address and Tel.No. C-.5 • Q-t�QC.� 8� ! [�.axiz.� Nye. 1 �"�©i„' �-t:• t � 2 `— t 81z mcLih SF-; 0FAT—r-uMel Type of Building: Dwelling No.of Bedrooms_ Lot Size 14,46S sq.ft. Garbage Grinder(/)b ., Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow ilo G9y /6de-M galhwAi) y, Calculated daily flow 8'bO gallons. Plan Date 11 1511,7 Number of sheets e'yP% _ Revision Date h_n 1!c Title Ca IS-7 "Lena Q Size of Septic Tank •250C) Type of S.A.S. TQo 5e,# c-& I.vz►er_hc.KG�l/iciulx✓s Description of Soil pl ccse �t-y- , J V4 1 (2, is r. Nature of Repairs or Alterations(Answer when applicable) DESIGNING ENGINEER MUST SUPERVISE INSTALLATION AND CERTIFY INWRITlffG- THE ACGORUA. L 1 Y L.F .. 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 C,,qde and not to place the system in operation until a Certifi- cate of Compliance has been issued t ealth. r 110".4 Signed Date Application Approved by Date 9®' Application Disapproved for a fol owing reasons Permit No.f g • s 9 Date Issued v .F a r , ey' t � G / a'_a d red in computer: / THE COMMONWEALTH OF MASSACHUSETTS p ✓ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE"'MASSACHUSETTS 1 ..A�Pricatioh for Digooaf 6 em Con!6truction Permit Application for O a Permit to Construct(� Repair( )Upgrade( )Abandon(: ) 'Complete System ❑Individual Components, Location Address or Lot No. Ird 7 C g{n) {..nits 12c0 ? Owner's Name,Address and Tel.No. � Assessor'sMap/Parcel a t�r✓►�ua)StNit4Cs.r -ens itrfl r� �39 �i9a2e�G sib Installer's Name,Address,and Tel.No. �j'� Designer's Name,Address and Tel.No. C.� • Q t�QC,t a 13axte.- Nc s, ("lolm rcv► V Type of Building: a Dwelling No.of Bedrooms Eta¢ Lot Size 4465 sq.ft. Garbage Grinder(A)b Other- Type of Building No.of Persons Showers( ) Cafeteria - Other Fixtures- ' Design Flow I l0 Goo/13arm ,gR4I@R9 �g� Calculated daily flow w' � 8$0 gallons. Plan Date 1115121 \ Number of sheets orLe- Revision Date 111301n Title. _95 r. Oggtn 1 e 7 Q00 Size of-Septic Tank .2500g Ratio Type of S.A.S. Two SO-, c, L y_cech,�t Ck4w lairs t t2cr<3SaXj L kcIH > r Description of Soil 0c au �6r Je soy a, (,an Nature 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 CAde and not to place the system in operation until a Certify- 9 cate of Compliance has been issued "t!:,Wealth. r �! SignedDate Application Approved by Date 1 -j 99 f Application Disapproved for e following reasons Permit No. 9'9 ,` e2 9 Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS , Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(1y)Repaired( )Upgraded( ) F Abandoned( )by at has been constructed in accordance with the provisions of Title and the for Disposal System Construction Permit No. - ZQ dated Installer Designer 5 3;�,•v v��.1. The issuance of this pe t shall not be construed as a guarantee that the sy em will unction s esigned. Dated— Inspector �! --------------------------------------- No. 2 L . 191,D 2 Fee 'V c:) THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS I i6ogaY *p!5tem Con.�tructilTw S INSTAL N STRICT Permission is hereby granted to Construct(*i)Repair( )Upgrade( )Abando r(�-I,---- - - System located at ! a 9. iQ, Lef 0__ Lxa A=E=,nx 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 -t. Date: �� ��� Approved by Q S '! � IIII( J TOWN OF BARNSTABLE � LOCATION SEWAGE # VILLAGE ertJ, A ASSESSOR'S MAP & LOT f3� A�W INSTALLER'S NAME&PHONE NO. . .T, C. A., &o SEPTIC TANK CAPACITY (2 L8ACH1 G FACILITY: (type) GLIy�� 33D S (size)0 — A?X 35 NO.OF BEDROOMS BUILDER OR OWNER C. 7 PERMITDATE: 9 COMPLIANCE DATE: a Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 3 �I 5 � �Gv 0c 30 ; . 3 31,G„ 7'41 BAXTER, NYE & HOWGREN, INC. Registered Professional Engineers and Land Surveyors 812 Main Street,Osterville,MA 02655 (508)428-9131 FAX:(508)428-3750 November 25, 2002 Board of Health Town Offices 200 Main Street Hyannis, Massachusetts 02601 Re: 187 Crystal Lake Road, Osterville Septic Permit#99-804 Members of the Board, This letter is to inform you that the above noted septic system was installed in substantial compliance with the revised plan dated October 7, 2002. The location of one leaching facility was moved to avoid the removal of some trees. If you have any questions or comments please contact me directly at 508-428-9131; ext.13. Sincerely, St en A. Wilson, P.E. cc: D. Cuffe, C.J. Riley, J.C. Aalto #98104 CutfeSeptic.doc Land Surveys Subdivisions Septic Design Wetland Filings Site Design IRE Tp� DATE. 'u .A9, ti FEE. s�r:rtsrnsie. ' ' y . M ass REC -BY i639 �0 .Town of Barnstable SCHED DATE. Board of Health 367:Main'Street,hHyaniuS Iv1A 02601 v Office: 508:-790-6265 . - Rask R.Susan G: _ S. FAX: 508-790-6304 Sumner Kaufman M;ST-K . wl. Ralph A.Murphy MD 'VARIA.NCE REQITEST.FORM LOCATION Property Address:I SZ c k.Q ` �..41u ' ,Q02-1 t`)Strr ut I1c Assessor's Map and Parcel Number P11 139 P. 46 Size of Lot 44 4(a5 SF' x Wetlands Within 300 Ft: "Yes ✓ Subdivision Name.. Business Name: APPLICANT CONTACT PERSON Name �1 Moline Dana Name .13ax _ IOY� S►lc S4►p� F� l.�rlsw��� Address $ �r�i1s�+c1c �iareLe � Address:$] YYlcrw + ©Sru'�lle Z is �4 °t-C Phone:. 4 2Fs 9 I 1 - E vlancQ FAX _: 4Z� 375® .. VARIANCE FROM REGULATION tusc Keg) REASON FOR VARIANCE(May attach if more space needed) ; _ p. M ...:C rut Id. �LC a.t3 1 FYI t f" Tc cello ca 7 i coatr- n, r : Checklist(to be completed by ofce sfafJ person receiving variance request application)., Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) Applicant,understands that the_abutters must be notified by certified mail at least ten days prior'to meeting date at ap)hca, expense(for Title V.and/or;local sewage regulation Variances only) ,` 1 Full menu submitted(for grease trap variances only) V anance_request application fee.collected��fcc fo�deguara modiScWon rrnewa, gcascatrap ��«r� (same owmaneu-Aly].;=i& , dwng vuiutcc ratewals(same ownc/leasa only],and va i-n to rcpairfailed scwage disposal systcros(only Z no T*io.W.the bu Idmg proposed]) s _ h��'f� -. Variance request submitted at least 1.5 days prior to meeting date YL VARIANCE APPROVED.- Susan G.Rask,R.S;Chairman TQWN 999 NOT APPROVED Sumner Kaufman,M.S.P.H. �F �� NSTgp REASON:FOR DISAPPROVAL Ralph A.Murphy,Iv1 D. C LA(*�D fPT Q:/WP/VARIREQ k ./ P r � pt NAY ✓<?G v £`/ .�' � � �T OW R -. � f{ Q/ _..,' � J4. 5 UTFl,.F1ElQ LL 4 tr .BAY STREE �" MNN ST. �G 1..: R I .d. `J 1[ OS � OF. T Q4,�0� ��•"p� .� 9pZP ��� Q L E. �� li�V /\ rc� C V SECpN Po m u q 4 INNS �� 1 r o g Fill" PO-5 Iv� iO Y' lk:s 1 'K .3. 1 - f' t � j G J 5 k+hjf Rf i S ti Locus Map BAXTER & NYE, INC Allb a9 i jlD ►4 pb c `lp a �y•. s AZ 30 i; 0.4 ? ♦ - 3 4 .r00 LAKE ue�s C17S1A1 [AKF • tI C ~ Ap6�t A ) ices �!'►' '�E''A JE...i� �� �..III 41 A ��♦ Ap,... G .J��� • Via* � _ � - . Lj`pCi ite EA" •-tfi •�q e V' Abutters Map Scare 1" = 200' BARTER & Nam, Ilvc• 5 k _ ter t 187 stal La a Road Abut s o C ry _ Man' Pcl Owner&Address 139 55.:c E Eileen McIver 195 Crystal Lake Road v Ostery ille, Ma. 02655 139 . 57, Helen T.'& Timothy J.Callahan' 169 Crystal Lake Road . .Osterville,Ma. 02655 439 60'& 61 Bruce S:`Old r c/o P L. Day P.O. 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GA'HEbR.AL CEILIt G VENT ATIM7 S SKYLIGHT KV-NII DoAV5 R--oY H:vNLY: EJ ' I , �Ap - s I ' r1 ! � � , r - � Y 5 THR - - - CnIL E. •� .' 4GL7 ('i5F GAR' _._ _ bl a e LALNMY • GAR ttl MEGHAFI•GALS r i J �t A,I 5'A$ON E�ACGE • � } f�fivT. FLbOR PlaA 5C.HEME 'F' t r DATE o � -.. FEE T . MASS' 01 16;9-: `� REC BY Town bf Barnstable G SCFIED. DATE': ' ! 1 Board of Health , ; .:, , ,,, 367 Main Street,Hyannis MA 02601 ; Office: 508-790-6265 S6san G-RaslS R S.. FAX: 508-790 6304 Sumner Kaufman,M_S-PIL Ua h A-Murphy,MD VARIANCE REQUEST FORM 77 LOCATION Property Address: F'S7 r-uls61 �..4i . (2oacQ T �4`r r y Ike Assessor's Map and Parcel Number: rn 13c( P'S(o Size of Lot 44 (05 5 F Wetlands Within 300 Ff_ Yes [/ Subdivision Name. No _ Business Name_:' APPLICANT CONTACT PERSON Name: via-` ci: Name .L3Axp _t, NYC _Uc -` .Siz.,t�n A (.O-asov% el Address: Ga"L.� Address. A J j ftI ,j� W g?_ 4 A , Phone..:q z --9 I A 1 E v,C�and� FAX 4ZZ 375® VARIANCE FROM REGULATION!List kcO .: REASON FOR VARIANCE(mayagach if more space needed) zz i ��) Lace T� cello o, 7� _cc�tr- •nvzv 114 . G ` l7u �Cla Ike- 13&g Checklist(to be completed by o&e Staff=person receiving variance requestapplication) r i Four(4)copies of plan submitted(includmg septic system plans and/or restaurant floor plans) Applicant understands that the.abutters must be notified by certifed mail at least ten daypnor to meetng a date atapplicant's expense(for Title V and/or local sewage regulation vanances only r Full menu submitted(fo grease trap variances on [� (� V anance_request application fee collected[�fK fm rrre ba f�a« g [moo�� «rm [ � ,, �� I��id` �7 9 J, q . dihi.g varian['.c.r---.s[same o"n Am o Iyl and variances[o rcp r failed sc—Sa disposam systems[o ly ifw,cxp nwn to the hu I ing pmposcd]). Variance request submitted at least 15 days prior.to meeting date Tow[aoFeMhS tE C IT n VARIANCE APPROVED Susan G.Rask,R_S_, hairman ;et NOT APPROVED Sumner Kaufman,M S P 4 REASON FOR DISAPPROVAL Ralph A_Muiphy,M D Q./w.P/VARZxEQ, J � > S TH Lry �x5 ;,�, � ,.. •�s- � - �` +vt' � -;- r, _ ,. f � z pR� y� �-S' ., i�: ' i �, ai .� 5 .',ram. . T4 Cf syo r1jf P R° N Zrn IND;4` LANE SLE L ? \ R ING T LN (STI 2 $ .� o'er - �t 'r'- - t BAY STREE ._a � _ i'' .. :. ! so C Pp 1 i.s "�` ",........... H\RI1V1\TE g�; , F' �E �F2 $ F o qo R a /k 1 iivv N ""N jrn1NM 'f V"/ FpUJE r Tf - �1 " M h - e EAJIEW l t c 9 Locus: Map t. BAXTER & :NYE, NC ,.3 d� ► e 'V 77 ° ►G t � tit.: i !G p „o �st*c ioo58 6 G _ . CArJTwL twir£ as a C.rrSlwi t4j't OP- HJE P 4 c� . z s .e is •. _L -gyp ul- to O ® 61 r qa s�'. •a �` P tt 19 t C G i x s. p!t'. !. 'G ale Abutters Map . `Scale .1" '_ 200' M , BAXTER & NY1E we ` Abutters to 187 Crystal Lake Road Map Pei Owner'&.Address 139 f: 55;. E. Eileen-McIver 195 Crystal Lake Road Osterville,Ma. 02655 ; 139. ;' S7 : Helen T:& Timothy J. Callahan'; -169 Crystal Lake.Road O' er'd e;Ma: 02655 139 Br 60:8i 61 uce S.'OId c/o RL._Day j P.O: Boz 2334 Boston-lVla. 02107 k , J , s #08104 t _ _ 4 4 - :a 1 BAY MINPON NC/VENTILAT!N5 G LA 5S:KYLIG14TS ABGVE BLI_T-IN GdJN H 6H 5TOCtS. - 1 J ,? CH NAG.i31NE. (� C� BECK I �� F'GGH ! BEC..rSITTI r��° ! II tit j i L=E'" I -- I - 7. - VTRr:POYER Ut' !' HALIAAY �\ -- 4 - 12AIL(FJG, GL FAN:LOG 1E i2GOl�i- LIY'INS RO h u� O I L - - r a F r—i ;- fir-- EA OATH; LF i-J U• y `r BAY'hNNCGi[' ® '.' .. .• • Y ' GREc 1HR.t`r-�.(OFTIGN,•+L I i . : 'L �`-I"-V PLAN = 50PEME 'F ROJF EIELOW . i BECR t- 412 BEDi51T _ N tit / RGYJF�LaA :NG — J lid I�' . 1O•tA S�1 T`e?EDI R O�_N;� SJI7�III'El `YBEC'S1TTI 11VIh� ri � ✓ 771 LIE - F77-� 5 LN 526;Z NhCt 3EL02 4 1Z,11> 1 FL AN �'Gf=1=M y 1 i4 RQOF BLLCN 0 / 4 I i I 11 ` — t STUDY Wah GA;HEbRAL GC-ILIt.G. 1 ROO- s� j I Ln V CNT�ATIKK&SKY_IGHT�v i j" — yyL•yKl DONS�' iOk ':'�' Tt I I 1 VATS i E 1 : r e ,r �K-F5 7_oq TI-J.i? �FLOOR P_At�!_ SGH_NiE _c : . 1. 1. m - . . .. . . 3 �r 't l . .. .. % i. < }.. . .. . .. . • . >. . , y •c .. .. , . I. � ! . . GAR — - i L I�� I -I I .:,,I -'�-"'��' , -�'��:-"'� �'�.�:',I., . I I . I. . . - . 1. :"� . . - i ' . -- 1. UP' - Il�-p' .: .. '�, . , �' GAR,a'1 LAI Ni7QY MEGHAN'Gf-L5 _o ,_ . .. - -i i x BA �. j STOnJ 5E 0 f \ r -- ." -�'-I �� ,� , I I� .1 .I,.,9 ",. I . . , . F I 1 9 . . 11 - . . I . .... „— A ' , . 1 � � {�/ : -.- .1 5 A$pN G-�AC.E � ��� '----� // { - _ .„ , ... , : . 5< 1� ,p1. ''gcO I� L.r�S T%i%yT1�� F2 �L,:�,N 5;.#� N '''F' TOWN OF BARNSTABLE �F1HETO OFFICE OF b '^ 13ARNSTAIM i BOARD OF HEALTH MASIL ape,039. �0#' 367 MAIN STREET 'eObpY�` ecember 1, 1999 HYANNIS, MASS.02601 Stephen Wilson, P.E. Baxter& Nye CO. 812 Main Street Osterville, MA 02655 RE: 187 Crystal Lake Road, Osterville Dear Mr. Wilson: You are granted a variance, on behalf of your clients, Caroline and Dana Cuffe, to install an onsite sewage disposal system at 187 Crystal Lake Road, Osterville, Massachusetts. The variance granted is as follows: • 310 CMR 15.221(7): To cover the top of the soil absorption system with seven (7) feet of soil, in lieu of the maximum allowable amount of soil cover.or three (3) feet. This variance is granted with the following conditions: (1) The site/septic system plan shall be revised to show percolation test and soil evaluation information. (2) The existing septic system components shall be removed or pumped and filled with soil. (3) The system shall be vented as designed. This variance is granted because the designing engineer testified that the proposed dwelling, which will consist of a"drive-under" garage, is at a lower elevation than the lelevation of the land where the proposed septic system will be located. The system was designed at the west side of the property because it is desirable to locate it at the maximum distance away from Crystal Lake. Due to these physical constraints of the property, the soil absorption system will be located approximately seven (7)feet below grade, requiring a variance from the State Environmental Code, Title V. It is believed that the applicant demonstrated that a great degree of environmental protection will be achieved by maximizing the separation distance between the septic system and the lake. Sincerely yours, Susan G. Rask,-iR.S. Chairperson Board of Health ;. Town of Barnstable SGR/bcs cuffe k uw>« off' ��><•aastble <.. Department of.11olthSnfety, ni it Cnvir'onurenlnI Servicesae ►c >health Divisive u; le w� oT )h7,Mnin Slrccl 113 mi'lus MA 02601 f ' ! . 7 nAnNBiAnr•F rfn nw�" Date Sched l led )/' .' �C/ lilac S_ lie c I'll j eg o 77 Soil Sititavilrty A� s'essi»eiat.fol, Selwa e Dish»scrl Perforated Dy: Witnessed By: m ; f� ^s�uc., y— LOGA'I{><UN O I NVAAL iNVOINATION ocntlon Address .i 87 C s' Oivncr's N laic G ro r'.. F.•� La fc.. t .v 4zru I ;r Address �,tQa,;ry �r�GLi� Asscssur'S tvinp/1'afCCl: :.:(M µ P 13�t rA Y"C_ �l s� t.Ilgiilecr C „y1L.�+G NEW CONSI;ItUCITON RGPAIR I'cicjrhonc ll4—r �d1 / ilk band Us(!` R�sldl�.�4r.,�t. a Slopes("/") Sitrfncc Blanes r7a2G -- Dis(mices 6(1m Open'Wnler.Dody I'ossible 1Vc1 Arcn h .Dnnkitig IVnler Well II Drnilingc Wny.. II. I'wpC'1:r)I me it OIIICr it r sj(u ct : (Sheet name,dimensions of lot cxacl locations of lest hirlcs R perc tests,lacnlc wcllnuds ui pnrxnnily to holes) o41 Arc C" ! S s - N� � _3 a N r 1 S / r ' 'ka54685- ,rYa f '�?/O '. � ce.r•/ 23.3_�- � T.� .�,. - 3 -as' r WAY : I I'nrent mitcrIal(geologic) ,f cr2(_ (y,#s Ucl lli to Bedrock Depth to Grolindwnler, SlmidIng.Wnler in Ilole Wccping fruit)Pit I acc ` fslintnted Sensonnl I ligh Ground\vnler ... MC1tMZN ZC�1V PO S MSONA,�; 11R,4' l )VAT' ?1`A13LL :.. Method Used: Depth Observed standing in obs,bole: In. ;:Depth lo'spil mollies: Depth to weeping from side ofobs.hole In; Cnunuhvnter Adtusltncnt - II Index Well H _ funding Anle index \Nell lcvcl ndJ. factor Adt (nouinh�nleri;c�cl { } --.— -- r X��Z2.CC�X:�'X'zON:'X�S'�' `Ua1e %/' 30 'i brie•'/%.:Aa',�+•1 ' Observation Iolc H' ,I hnc:nl 9 x Depth of Pere ,: • :. Slm'l Ptc-sonk Time @.. l l t0 I'inic(9 (r") .. . Gild_Pre-sonk talo dv i Rate Min./Inch 2 wvrn !h Site Suitnbility Assessment;: Site'Pnssed _ Site 1'nilcd: Adduionnl'I'cslhlg Needed Origilml: Public I►enbll Division ` Observn0011 I101e Dn(il To Be.Co III plelcd u it,11ir1( j Copy: Applicant ffit Depth from Soil ilonzon Soil Texture Soil Co or. Soil: Ullicr Surface(in), .(USDA). {Muuscll) Mottling (Structure,Stories 13oulderes, n i C 44, L1EEi* BSER ATXO�t I . LOB kiole #: Depth from Soil Horizon. .. Soil Texture Soil Color Soil.: Other Surface (Munsell) : Mott l'ing (Structure;Stones,Boulderes. Consistency.%Gravel)* U >7� is yr' e1,,� XA- b 35 �-T. 1I(1 � ,OC Hole# Depth from Soil Ilonzon Soil Texlurc Soil Color Soil" Oilier Surface(in.) (USDA) (Munsell) Mottling . (Structure,Slones,Uoulderes.: n i e i ° Gravel) Dl✓EP tJI3SER'VATION ZIOL LOG Dole. Deptli from Soil Horizon. Soil Texture Soil Color Soil OlherI. ". Surface: (USDA) (Munsell) Mottling,` (Structure,Slones,Boulderes:: i e ° r cl . I•looid Insurance Rate Map; da No : Yes Above.500 year flood boundary ,i Within 500 year boundary No Yes Within 100 year flood boundary. No !" Yes Depth of Naturally Occurring Pervious Material Does at least four feet.of naturally occurring pervious material exist in all areas observed throughout the area proposed for.the soil absorption system? If not'.'what is the.depth of naturally occurring pervious:material7. Certificatiolt I certify that on1/�/ (date)I have passed the soil evaluator exaniiiiation approved by.the Department.of Environmental Protection and that.the;above:analysis was performed by me consistent with tiler required training,expertise and:.experience described in 310'CMR.15;017, Date Signa(uie �� :,. I DATE' 10/:7'/98 PROPERTY ADDRESS: 187--Crysta•1 Lake Road osterville, . Mass. On the above date I Ina 'pected the septic system at the above address. This system conslsts of the following: 1 . 1 -6 ' x8 ' block cesspool. 2 . 1 -6 ' x10 ' .block 'cesspool . Based bn my Intc�actlon, I certify the following conditions: 3 . This is riot a title' five septic system: : 4 . ,,'This is a sewage "'system"th�a i.s in proper working order at the present time. -- 5 . The system has had very little use in 1998 : 6 . Pumped inflow cesspool as required,. 7 . The .overf-low: cesspool was dry. , SIGNATURr: Name : J P .M'acomber Jr. -, ------ ------- ------- J• P_Macogber & Son- -Inc Company:_ Address -1- Cencervi1LeAUj_;_Q2b32 ' ' Phone: ' _______ •. I THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY .OSEPH P. MACOMBER &, SON, INC, Tank&-CeupooI&-Laachfleld& Pumped I, Installed Town Sewer Connections P.O. Box 6G' Centerville, MA 02632.0066 77.5-33U 775-6412 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617.292.5500 i WILLIANI F.WELD TRUDY CC Govemor Sccre ARGEO PAUL CELLUCCI 8 DAVID B.STRI Lt.Governor SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FOR ^ Commissic PART A CERTIFICATION P® Property Address:1 87 Crystal Lake Road OstervillAdress of owner: Orr- �/�` Date of Inspection: 10/7/98 Mass. (If different) Name of Inspector:Joseph P"Macomber Jr, pP9t ro 2 '� I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CM 5.000)t F� 1`9.9 f� Company Name: J.P.Macomber & Son Inc. �0�irya?, �v Mailing Address: Box 66 Centerville,Mass, Q2632 '� Telephone Number: �ng_77�_�338 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true;accurate and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: _,Passes Conditionally Passes Needs Further Evaluation By the Local Approving Authority _ Fails G Inspector's Signature: / bt'e � Date: The System Inspector shall submit a copy of this inspection report to the Approving Authority within thirty(30) days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system own< and copies sent to the buyer, if applicable, and the approving authority. INSPECTION SUMMARY: Check A, B, C, or D: A) SYSTEM PASSES: Ya- I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303 Any failure criteria not evaluates are indicated below. COMMENTS: 81 SYSTEM CONDITIONALLY PASSES: One or more system components as.described in the "Conditional Pass" section need to be replaced or repaired. The system, upo completion of the replacement or repair, as approved by the Board of Health, will pass. Indicate yes, no, or not determined (Y, N, or ND). Describe basis of determination in all instances. If"not determined', explain why not. MAV& The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate of Compliance (attached) indicating that the tank was installed within twenty (20) years prior to the date of the inspection; o the septic tank, whether or not metal, is cracked, structurally unsound, shows substantial infiltration or exfiltration, or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as approved by the Board of Health. (reviaad 04/25/97) Page 1 of to DEP on the World Wide Wet): h4:/M.,w.ma9net.state.ma.usidep Printed on Recyc:od Paper r SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM 'PART A CERTIFICATION (continued) Property Address: 1 87 Crystal Lake Road Ostervi.11e,Mass. Ownert Matt Dupuy R.—TrustData of Inspection: 1 0/7/9 8 . . 81 SYSTEM CONDITIONALLY PASSES (continued) Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipc(s) or due to a broken, scaled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health). Describe observations: broken pipe($) are replaced obstruction is removed distribution box Is levelled or replaced The system required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipes) are replaced obstruction is removed C) FURTHER EVALUATION 15 REQUIRED BY THE BOARD OF HEALTH: 4/0 Conditions exist which require funhe( evaluation by the Board of Health In order to determine if the system is failing to procect public health, safety and the environment 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENTt Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within So feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER, IF APPROPRIATE) DETERMINES Tt THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system (W and the SAS is within 100 feet to a surface water supply tributary to a surface water supply, .UD The system has a Rptic tank and soil absorption system and the SAS Is within a Zone I of a public water supply well. The system has a septic tank and soil absorption system and the SA5 is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and the SAS is less than 100 feet but 50 feet or more from a private water supply well, unless a well water analysis for coliform bacteria and volatile organic compounds indicates t the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to less than 5 ppm. Method used to determine distance Wf' (approximation not valid). 3) OTHER G IX tr.rt•.a o�/as/s11 r.o. a of ao FiN SUBSURFACE SEWAGE DISP OSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) PropenyAddress:187 Crystal Lake Road Osterville,Mass. Owner: Matt Dupuy R. Trust Date of Inspection: 1 0/7/9 8 01 SYSTEM FAILS: You must indicate ei;%.er 'Yes' or'No' as to each of the following: 1 have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to cornea the failure. Yes No Backup of sewage into facility or system t:omponent due to an overloaded or clogged SAS or cesspool. Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. _,f/p,{lL- Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. Liquid depth in cesspool is less than 6' below invert or available volume is less than 112 day flow. i Required pumping more than 4 times in the last year ,NET due to clogged or obstructed p pe(s). Number of limes pumped. _. Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation. _ Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone I of a public well. _. Any portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than SO feel from a private water supply well with no acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water "Iysis for coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen. El L kRGE SYSTEM FAILS: You must indicate either 'Yes' or 'No' as to each of the following:- The following criteria apply to large systems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater (large System) and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: Yes No, _ �/- the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply III the system is located in a nitrogen sensitive area (Interim Wellhead Protegtion Area • IWPA) or a mapped Zone II of a MU public water supply well) The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please.consult the local regional office of the Department for further information. (revised 01/75/)7) 3 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Propcny Address: 187 Crystal Lake Road Osterville,Mass. Owner: Matt Dupuy R. Trust Date of Inspection: 1 0/7/98 I. Check if the following have been done: You must indicate either 'Yes' or,'No' as to each of the following: Yes No Pumping information was provided by the owner, occupant, or Board of Health. None of the system components have been pumped for at least two weeks and the system has been receiving normal now rates during that perlod. Large volumes of water have not been Introduced into the system recently or as part of this inspection. As built plans have been obtained and examined. Note if they are not available wit �' �! The facility or dwelling was inspected for signs of sewage backup. The system does not receive non-sanitary or Industrial waste flow. _ The site was inspected for signs of breakout. r All system components,Awluding the Soil Absorption System, have been located on the site. The septic tank manholes were uncovered, opened;and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions,depth of liquid, depth of sludge, depth of scum. / The size and location of the Soil Absorption System on the site has been determined based on: The facility owner (and occupants, if djfierent from owner) were provided with information on the proper maintenance of Sub-Surface Disposal System. T� Existing information. Ex. Plan at B.O.H. _ Determined in the field (if any of the failure criteria related to Part C is at issue, approximation of distance is unacceptable) (15.302(3)(b)) (..vs..a 04/2s/37) D.p. 4 of 10 f SUBSURFACE SEWAGE DISPOSAL, SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 187 Crystal. Lake Road Osterville,Mass. Owner: Matt Dupuy R. Trust Date of Inspection: 1 0/7/9 8 FLOW CONDITIONS RESIDENTIAL: Design flow: g.p.d./bedroom for S.A.S. Number of bedrooms: Number of current residents:D Garbage grinder (yes or no):_ Laundry connected to system (yes or no):-.Yk9 �DyyaO . Seasonal use (yes or no):� Water meter readings, if available (last two (2) year usage (gpd): 40 01A4161c4li= to (D.1 Sump Pump (yes or no):,ftL / DDD ,Pls / , Last date of occupancy:-�" COMMERCIAUINDUSTRIAL: Type of establishment:_ Design flow: Apdgallons/day Grease trap present: (yes or no)-&�f Industrial Waste Holding Tank present: (yes or no)—ld Non-sanitary waste discharged to the Title 5 system: (yes or no)" Water meter readings, if available:_ A4 Last date of occupancy: OTHER: (Describe) ___l A Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: System pumped as part of inspection: (yes or no) S If yes, volume pumped: J6DP gallys Reason for pumping: -z hLl laid TYPE OF SYSTEM ,426 Septic tank/distribution box/soil absorption system Single cesspool Overflow cesspool Privy Shared system (yes or no) (if yes, attach previous inspection records, if any) VA Technology etc. Copy of up to date contract? Other 4V APPROXIMATE AGE of all components, date installed (if known) and source of information: °-J�!"S Sewage odors detected when arriving at the site: (yes or no) (revised 04/25/97) Page 5 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 187 Crystal Lake Road Osterville,Mass. Owner:, Matt Dupuy R. Trust Date of Inspection: 1 0/7/9 8 BUILDING SEWER: (Locate on site plan) J� Depth below grade: �r �r�` Material of construction- cast iron _40 PVC_ other (explain) Distance from private water sup y well or suction line GB, Diameter ��YY��/ Comments: (condition of joints, venting, evidence of leakage, etc.) Joints appear ticrht No evidence of leakage;System is xrpnf-gna thrniigh the hniiae vent SEPTIC TANK:d6t c (locate on site plan) Depth below grade: Material of con struction:,VIconcrete4A/ metal*,4 Fiberglass 4i,4 Polyethylene4.-A other(explain) AIX If tank is metal, list age4A Is age confirmed by Certificate of Compliance 4�1(Yes/No) Dimensions: ..a Sludge depth: AA Distance from top of sludge to bottom of outlet tee or baffler Scum thickness: o(14 Distance from top of scum to top of outlet tee or baffle:_/AJA Distance from bottom of scum to bottom of outlet tee or baffle: How dimensions were determined: Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) Septic tank is not present GREASE TRAP:A/Ad (locate-on site plan) Depth below grade:/ Material of construction:NAt:oncrete.tgmetalVAFiberglasWl�Polyethylene 4LAther(explain) 44_ Dimensions: VR Scum thickness: Distance from top of scum to top of outlet tee or baffle:_Z2 Distance from bottom of scum to bottom of outlet tee or baffle:. Date of last pumping: 41V Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage,-etc.) Grease trap is is not present (revised 04/25/97) Page 6 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Properly Address: 187 Crystal Lake Road Osterville,Mass. Owner: Matt Dupuy R. Trust Date of Inspection: 1 0/7/98 TIGHT OR HOLDING TANK: -(Tank must be pumped prior to, or at time, of inspection) (locate on site plan) Depth below grade:.( Material of construction: concreteNametalA/hFiberglassN,lPolyethyleneaother(explain) Dimensions: AIA _ Capacity; gallons Design flow: gallons/day Alarm level: Ale Alarm in working ordeal/ Yes;/G No Date of previous pumping: JM_ Comments: (condition of inlet tee, condition of alarm and float switches, etc.) Tight or hoiinq an s are not present. DISTRIBUTION BOX:JA)e (locate on site plan) Depth of liquid level above outlet inven: A�*_ Comments: (note it level and distribution is equal, evidence of solids carryover, evidence of leakage into or,out of box, etc.) Distribution box is not present. PUMP CHAMBER:A2,Xje (loc.jte on site plan) Pumps in'working order: (Yes or No) NA Alarms in working order (Yes or No) NA Comments: (note condition of pump chamber, condition of pumps and appurtenances, etc.) Pump chamber is not - present. (r.v16.4 Os/73/s7) 1.y. 7 of 10 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address:187 Crystal Lake Road Osterville,Mass. Owner: Matt Dupuy R. Trust Date of Inspection: 0/7/9 8 SOIL ABSORPTION SYSTEM (SAS): (locate on site plan, if possible; excavation not required, but may be approximated by non-intrusive methods) If not determined to be present, explain: Type: . leaching pits, number: leaching chambers, number: leaching galleries, number:_ leaching trenches, number,length: leaching fields, number, dimensions: overflow cesspool, number: Alternative system: A- 0 Name of Technology: Comments: (`eoamyttSan�tl't� sands&c gtravel;Noo signs dof hydraulic) failure or ponding. ege a ion is normal. CESSPOOLS: (locate on site plan) Number and configuration: _ Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: 016582 Materials of construction: L°l� Indication of groundwater: inflow (cesspool must be pumped as part of inspection) Intlow cesspool was pumped. No signs of water i nt-rnsi n_ Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) Same as above P R IVY: (locate on site plan) Materials of constructs n: �/Q Dimensions: �lll Depth of solids: Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition.of vegetation, etc.) Pri v r i -_ nni- p racc (revised 04/3S/17) Page 1 or 19 SUBSURFACE SEWAGE 01SPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Propenr Addrtss: 187 Crystal Lake Road Osterville,Mass. O""ntr' Matt Dupuy R. Trust 04te or Inspection: 1 0/7/9 8 SKETCH OF SEwAGE DISPOSAL SYSTEM: include tics to it least two Dermanent references landmarks or benchmarks locatr all wells within 100' lloCale where public wafer supply Comes into house) 1 ez N O 1 tr.�s..a os/ff/ffl �•y• � or to SUBSURFACE SEWAGE SYSTEM INSPECTION FORM 1,;,1:T C SYSTEM INFOR..'. JION (continued) Properly Address: 187 Crystal Lake Road Osterville,Mass. Owner: Matt Dupuy R. Trust Date of Inspection:1 0/7/9 8 Depth to Groundwater L4,Feet Please indicate all the methods used to determine High Groundwater Elevation: Ob ained from Design Plans on record ervation of Site (Abuttin grope bservation hole, baserr>cr*sump etc.) _ZDetermint it from local conditions Check with local Board of health Check FEMA Maps heck pumping records _ZCheck local excavators, installers Use USGS Data Describe in your own words how you established the.High Grouns wj+cr'Eleyation. (yusl be completed) Used Gahrety & Miller Model 12/16/94 9 a•...'nr..—n,r��r- a.►rww•.a.na.�.R n.r+�rnnr++�+►r�.�+ra+++'►rsv av'�•.v asn .rr.�-�t-.srrm-:.t-.r'� 'I'OWN OF Barnstable WARD OF HEALTH ti-•r��••....a-T"T'SU SUIZFACF SEWAGE DI F'0,9ALSY9TF,M IN�9PF�CTION FORM - PART D^- CE(Z'f1F1CATIUN� _ 1 . ,-TYPL OR PAINT CLEARLY- 1 PROPERTY INSPECTED STREET ADDRES$ 187 Crystal Lake Road Ossttjerville,Mass . ' ASSESSORS MAP, BLOCK AND PARCEL # _ lam/, e � OWNER' s NAME Matt Duput• R. Trust PART D - CERTIFICATION NAME OF INSPECTOR Joseph P.Macomber Jr. , COMPANY NAME J.P.Macomber & 9dn' Inc. COMPANY ADDRESS Box 66 Centerville,Mass . 02632 Street Town or CSty State LIP COMPANY TELEPHONE ( 508 J 775 - 3338 FAX ( 508 ) 790 _ 1 578 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported is true , accurate , and complete as of the time of .inspection . The inspection was performed and any recommendations regarding g g upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems , Check one : System PASSED The inspection which I have conducted has not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CMR 16 , 303 , Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of is form. System FAILED* r The inspection which 'I have con ted has found that the system fails to protect the public health and the environment in accordance with Title 5 , 310 CMR 15 - 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection form , "r Inspector Signature' — Date d One copy of this certification must be provided to the OWNER, the BUYER ( where applicable ) and the DOARD OF HEALZ'lI. * If the inspection FAILED, .the owner or'.,operator shall u d within one year of the date of the inspection, unless allowed ortrequiredm otherwise as provided in 3.10 CHR 16 . 306 . partd .doc w .1` ' THE COMMONWEALTH OF M.A.SSA.CHtU SETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION BE IT KNOWN THAT Joseph P. Macomber, Jr. Has satisfied the Department's qualifications as required and is hereby authorized to use the title CERTIFIED TITLE S SYSTEM INSPECTOR as provided in 310 CMR 15.340 and Section 13 of Chapter 21A of the General Laws. Issued by The Department of Environmental Protection. ncti„y, D1rcctt,r of tlic 11 i 1"n WV !'ullutiun Control 1 ', �r It r c - •, A_g y A-8 y , I " 65'-6• 7~ 24'-0• ! ALUM,GUTTERS `DOWNSPOUTS 3 a. FIBERGLASS SHINGLES OF WOOD SHELVING AT ROOF-PORCH-BELOW OUR TIERS . . ADOWN SPd1T5 GUTTERS 4 . L.,. OPERALBE INSULATED GLA55 SKLIGHTS UNIT ... a. ... • j T____ r a o BEDRO M#4 -6. s LAUNORT ILI,11 2' OPEN CHUTE C }-1 16R t0•-��- 14R • 1 TUB NrI4 .OF WOOD .. I 4'- "}-6: 7'-4` � 3 3 TIERS • a TE EAMIC 24 t F_1 - SHELVINn DN UP BUILT IN /��„ MASTER ATH BENC •I - �w� 3 33 F 9 S t ` HALLWAY � ' CULTURED D MARBLE 1,_5 � F-3 m � LAVATOR - - 2b - COUNTER .M1 ry m e • a.� - O RECESSED 35 < r • r • w a MEDECINE n •'r. 8 CABINETS, .. N TYP A- - - 14'_0- I'-0' a'-2�" 2' 4i" a'-61' S'-t01" T_0�• A-] 6 WOOD GUARD Il. FLOORING• I 29 1 • s « a ' 25 E E OM# 5 TTP. :OPEN T a, ° F ] LIV ROOM - ^ 26 27 ELO g' uc HASTE BEDROOM 30 - 1 m _ I BRICK CHIMNEY' - *F 3 ROJAS & ELIOM A R C H ITRCTURH AND DES y e - - waoD SHELF 4 POLE ; .. SUNDEGK - r' - AT CLOSETS;TYP- + - - • + - GUTTERS.ALUM. 1- .. DOWN SPOUTS i[o TIT- PROJECT LH: -.. ,., WOOD DECKING OVER RESIDENCE CUFFS F E H IN � I e. ,: I .. oStEFMI.LL Y4 LEXIBI SWEET ROOFING WOOD GUARDRAIL - - LAMINATED INSULATED �. GLAs5 SKr IG T ,' FIRST FLOOR PLAN . *- - -. - GREENHOUSE BELOW- _ 7-18-02 c"Ic FIRST FLOOR PLAN SCALE: 1/4"= 1''-O". [HvIBtoNs: • 6 - - 0 Dwc.NO.: ' a • 1 • .a • M uuu�O��u„���v�..M e d a�'d'iM.�eN�e B c "I'V STRUCTUAL FIBERGLASS COLUMNS 10'-2 1/8" - 1 '-2 1/8" 10'-2 1/8' 10'-2 1/8" 1 '-2 1/8" STAIR t GUARD RAILINGS TO BE COFFMAN POST-TO-POST RAILING AND BALUSTRADE AND CUSTOM NEHEL5 IN HARD MAPLE t WN 3R . 21'-6" . 6'-0" 9'-6' 6'-0' 9-10 1/2 13'-5 1/2" 20'-0 CEI-1ENT YIA5H 1 PORCH ?+ SKYLIGHTS ABOVE 1 \ e `r BRICK GORBFLS BEDROOM 05 n F G-3o �t 3'- t 1 2'. 5• 7- N 1/4' -11' T-4" 3'-tp 3/4 d-9 1/ 12'x12°MODULAR KITCHEN . CLAY LINED.FLUES m ISR OPEN IS ,I G-10 AETM 315 SOLID BRICK CHIMNEY ^+ i 7 10'-O' _ AUNDRY'CHUTE BATH#4 O PORCH m a ENTRY 21 T ,-6 t/a" 7 4" G-d 3'-6 3/4' •4°MI119RIGK WIDTH TYPICAL \ c ao FIBeRGLA 55 COLUMNS O I WOOD SHELF KITCHEN CABINETS 1/2'AI +SPACE m n - M <TV POLE F R 'BETWEEN FLUES I - AT TYPCLOSETS, 4.2 HIGH BREAKFAST SUPPLIED BY OWNER - a BRICK CHIMNEY °� n 1g o TUNE OF FLOOR iD COUNTERTOP W/CABINETS IN STALLED BY GC # A A BATH" OPENING ABOVE -. BELOW - m n / LIVING ROOM I a'i - 2 .. RICK WEARTH FAMILY ROOM . G-6 1 RICK F REPLACE - •I ILT-I BOOK SHELVES - i�.. 20'-3" .. 4' eD < DINING ROOM +5� CAST IRON DAMPER - 1 3-I/2'x3-I/2'xl/4°BTEF1 FIREGLAY BRICK LINING —14 LINTEL,MINA'BEARIN6 EA.SIDE 1 i r 3•-6• ROJA ELIOT,IG 21-1 1/2 24' 9 I 11 AR Cfl I'i ECTU R fi AND D8SIN ' &FZEEt HOUSE n+ItxaEr Sil1[1.IOSIOY.RI o1 ul.ln u+.1e1+ 1._8. - PATIO(BELOW) . �5*THICK GONG.SLAB REINF. WA P O OUTLINE OF BALCONY ABOVE - WOOD RAILING 5`�r1�5 PROIBCT TITLE: o o SUNDEG CUFFE RESIDENCE . - osTER•A11£.w • PREPABRICATCD HLVD EL WOOD DECKING DRAWING TITLE: oeNroar ET—ER LEE, a APFIw.eD eouAL + GRADE FLOOR PLAN 3-2 1 2V-0 1/4' DATE: DRwwn Er: 7-16-02 " ' _a•4" m tb 'I AS NOTED . a of iD b e `• RBVIEIDNS: O O CLEAR TO WOOD - 4'-4" FRAMING,TYPICAL GRADE FLOOR PLAN SCALE: 1/4 D.O.NO.: 4 HARD MARE TREADS 4 RISERS . 21•-6" 24'-0 20'-0 13-5 1/2" . 9 xf a N R/O. TONE VENEER OVER RETAINING WALLS UNCOURSED ROUGHLY SQUARED PATTERN 1 HALF BATH;� 1 i (GRAYISH GREENBROPP19L16MT 4 DARK 1 B-1 t io GRAY STONES) ' BEDROOM�1 O STAIR n09 B_4 B-1 CARPET 4 PAD ? IJ4AmR,uarre ABOVE n - 6 r. t '� •' .:I 24'-It 1/2- 0 O6 UP ISR L 6 - CONCRETE YWEEL.STOP BATH#I HALLWAY OS i, T - B=5 2 s/a >' 1/a' ^ _ 6' 1/4" O r C.OW-4Z=SLAB W3EALER B-2. J I 12'-2 1/2' '-1t' .-:6._z:1.4 D m BATH 0 LAUNDRY s i STEEL GOLVMNS(PAINT) '-0 2' r-z71- 71 c z t 7 - w D GARAGE,- . A A - 7' t t• N BED OM�2 6-9 - _ \ 74._01. 19--7 1/2• !s/a• 26'-7 CLOSET 10 r-s s/a m AD_w5rNel.e v1.AM— i B-3 CARPET 4 PADJ i I VINYL FLOORING G O1 . 4'Mid/CONCRETE STEP 19'-7 1/2" . � .STEEL COLUMNS(PAINT) Cl.O5LT5 4'POIE 70'_g' 02 2 3/4' 0 . 21'-T' 1/2 At •I 24'-9" . d'O SLATE PAVING 4'HUEH CONCRETE STEP �. 6'-1" 3'-6' . .. PATIO C 5T0RA6E/t tEGH'.AREA . B_8 • _ UP 11 aiBF�zS-/- R 0 J A 3 & E L I 0 T,INC. UP 0 RISERS+/- T60' C _ ARCHITECTURE AND D E S tON ' la.!!I[Oi tTl tt i.to{IYY:Y4 I1111.111.11{ 1a11 DRAIN TO STORM SYSTEM RIPER TO SITE PLAN 10'-2 3 4' - t•, . O i WROUGHT IRON RAILINGt POSTS _ PAINT WHITE 5'-O. ■Yotacr r1rcE: 4 1/2' - 4 1/2' t 6' 6 1/2, S 8 V2' - t CUFFE RESIDENCE PLASTER SKIM GOAT PLASTER SKIM GOAT PLASTER SKIM COAT PLASTER SKIM GOAT PLASTER SKIM GOAT DSIENYILLE IM OVER 1/2'CEMENT BOARD(AT BATHROOMS) OVER 1/2'GYPSUM BOARD OVER 1/2'GYPSUM BOARD OVER 1/2I 'GYPSUM BOARD OVER 1/2'CEMENT BOARD DRAW IMc TITLE: 2 GOATS OF PAINT OVER - 2 GOATS OF PAINT OVER 2 GOATS OF PAINT OVER 2 GOATS OF PAINT OVER 2 GOATS OF PAINT OVER PRIMER U.NO. PRIMER U.N.O. PRIMER U.N.O. PRIMER UN.O. PRIMER 2� BASEMENT FLOOR PLAN 2x45 AT Woa. 2x45 AT 16'o.c, 2x4'9 AT 16'oc. " 2xb5 AT Ib"o.c. 2x35 AT Ib"o.c.tY/ 2x65 AT PLYW R OOD BACING BLANKTD ATTENUATION ON R-19 FIBERGLASS INBLIL. R-19 FIBERGLASS II UL. ., DATE: DYAwN er: WOOD 44'./-APF. 1-18-02 CONTINOOU5 VAPOR BARRIER SCALE: CRECRSD 9' t A4 NOTED - .—ISIONS: A A , A .A& 41/2' T' - 2" 6Il2' 41/2' S' 112'FIRE-X GYPSUM BOARD WHITE CEDAR SHINGLES PIASTER SKIM GOAT WHITE CEDAR (6ARA&E SIDE) 5'TO WEATHER-STAIN OVER 1/2'GYPSUM BOARD o PLASTER SKIM pTD.GYP.gp: PTD 6YP.BD. GOAT OVER SHINGLES S' ' - 2 GOATS OF PAINT OVER 2 GOATS OF PAINT OVER K'6YP.BD. TO WEATHER PRIMER U.N.O. TYVEK BLDG FELT PRIMER U.N.O. - 1 TYVEK HOUSE 2.45 AT!6°a4. 2x65 AT 16'04. 2x3's a Ib°O.G. 2x69!Ib'O.G 2 COATS OF PAINT OVER OR BOx ASPHALT I G PRIMER U.N.O. BUILDIN FELT + R-15 FIBER6LA 5 3/8,EXT.C.R.PLYWD R-19 FOIL FACED 4'` TION SAEATHING FIBER&LA55 INSU!_. CONCRETE OR GM.U. I, 2x4'S®I6'O.G. CONTINUOUS VAPOR BARRIER - Dw O.ND.: t NOTE ALL A 10 I I I ALL FASSERNE HEADS ARD O Be SET�THE 6YPSM BOARD BIAtPApEp AND D.AGe, NALL TYPES SPAGKLED AND SANDED. � ® 1 i 9 _ 1 - tie �' �� `r'.'' �'d'-�E.rr S •.r � _ �4ti \�",l,'(• ./,East Bl°y FND EL = 26.5' VENT i r r FG = 25.5' 2 SETS OF '•, , �- r-" .�j y ti, . DESIGN DATA EG/FG = 26' 4 CULTEC 330 '�•'• owse3 `� m n " '•' ti. t vs ;I SINGLE FAMILY - 8 BEDROOMS 18.9 RECHAR R CHAMBERS .' •••. .'. : . .a tty WITH NO GARBAGE GRINDER 22.2 '.•. :• r `� ,,` DAILY FLOW: 8 x 110 GPD = 880 GPD 20.0' 2500-GAL _ k SEPTIC TANK = 880 GPD x 200% = 1760 GPD SEPTIC TANK 19.T FINISH GRADE .%! 16.9' - USE 2500 GALLON '• 19.0' ,Ir/ :.. ... 19.2r _ o.o.� 1or CULTEC LEACHING CHAMBER 330RR DESIGN BEDDING AS d N MAY BE REPLACED • / PER TITLE 5 N) COMPACTED FILL 3 MAXIMUM WITH IN I } u. _ ;�' ' r c•�b ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED S TU MATERIAL e •' �e' . , ' ', .; WITH CAPPED ENDS - - j /P( ,, POND EL = 2.5' • - • • - • • - 1/8' - 1 2 A USE 1 - 4" DISTRIBUTION LINE IN 4 RECHARGER UNITS - - - - I 1,\I" r...ol.r�� u, .'.r",.'r ✓r.'/l.. ...,! I f r!:::• ' r _ IN TWO 12 x 35 WASHED STONE FIELDS AS SHOWN - PEA' DEVELOPED PROFILES OF PROPOSED SEPTIC SYSTEMS IF ENCOUNTERED REMOVE I LOCATION MAP LEACHING AREA REQUIRED: 886 CPD 0.74 = 1189 SF UNSUITABLE MATERIAL TO INSURE THE u; •� !:• /4" - 1 1/2" REMOVE UNSUITABLE MATERIAL .. °' I / - NOT TO SCALE SIDEWALL AREA OF SYSTEM IS IN p 3 HYANNIS & COTUIT QUADS SIDEWALL AREA: 47' x 2' x 2 = 188 SF CLEAN MEDIUM SAND OR FILL PER r> s ° • ° • DOUBLE FOR 5-FEET IF APPLICABLE SCALE: 1:25,000 WASHED BOTTOM AREA: 12' x 35' 420 SF / 310 CMR 15.201 - 15.293 N ° �' ° STONE ASSESSORS TOTAL AREA: 608 SF x 2 = 1216 SF EDGE OF PAVEMENT CULTEC 330 MAP 139 PARCEL 56 HD PERCOLATION RATE: </= ,5 MIN/INCH •�' ° ZONES: SOIL CLASS ./ 52" AQUIFER PROTECTION OVERLAY DISTRICT / 28.1 5, 46" „ 1'2' 46" 5' ZONING DISTRICT: RF - 1 � !;. MINIMUMS � / � 22' AREA = 43,560 S. F. Q P #297/9 CROSS-SECTION OF CHAMBER FRONTAGE = 20' / R CB/DH FOUND WIDTH 125' 28.2 NOT TO SCALE FRONT SETBACK = 30 p SIPE SETBACK = 15' p9��� 1561'g 28. x 7.5 i REAR SETBACK = 15' 1�5�'4g 28 �'� �Ar. t FLOOD ZONES B & C 27.9 j FIRM COMMUNITY PANEL No. 250001 0016D / A K 7.7 !y � REVISED: JULY 2, 1992 i DATUM FOR THIS PLAN IS NGVD �/ �O NZF MCI VER p x 8.4 15 i g x Ag g5 27.7 !y 44, 27.4 27. W 0 0 D S SR R Y , � G 2 1 x 28.6 28 l �� SET ' x 27.7 / _ ,� 7 L, � Epp \ z 18 Op \ \ CB/DH FOUND 26 �'R 1 ( W 0 0 D S �C 27,8 �L 3 0� 24 22 20 1 7 16 0 OFFSE a x 27.0 S 86'4T50" E 7 14 12 P 10 BVW-06 Q L O T 3 A 3 185.00 / 11.9 8.0 { 7qo� • 8'�So2000�xo2o.9 PK SET 4 0 / PLAN BOOK 157 PAGE 35 ° 27.4 EL = 28.12' � 28.1 ° 778 27.1 / g / Y • s 44,465 S. F. 27.4 x- 1 .4 7.6 / / m PER RECORD PLAN 2 3 l 25.5 , „ 27.6 2 ': BVW-05 x 25.8 27. x 6• /2 9 :@ / .3 6.56 a. 26 26.0 VENT 07 26 O 6• x 27.2 0 25:7 / 6.3 22.2 % > z / 26.6 2 o 15. NOTES: . � L O T 2 V. y � � �, � � J / Bvw-04 2 N�\ 27.1 i WATER SUPPLY FOR THIS LOT IS MUNICIPAL WATER 4 \� 26.5 4 19.6 11. 5.4 4 PLAN BOOK 14,3 PAGE 99 LOCATION OF UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. -� AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS w NIF CALLAH AN J PROJECT THE CONTRACTOR SHALL MAKE THE REQUIRED ��� / _ BVW-03 NOTIFICATION TO DIG SAFE (1-800-322-4844) AND � x 25.7 r z I APPROPRIATE WATER DISTRICT FOR LOCATION DATA. 0 25.4 ` J / _� A N ,O EDGE OF LAKE - 9/14/1999 i �0 - 22 / ;0I / PERMITS FROM OTOWN AGENCIES FOR CONSTRUCTION DEFINED o 25 2 2 _ 2 .7 6 4. o0 . oB o / CR YS TA L 2.5 BY THIS PLAN. Z I I W 0 0 D S 2.5 21 /� 8.4 a INSTALL RISERS AS REQUIRED TO WITHIN 12" OF FINISH GRADE. o\ / / x 24.9 x m L A K E 2 .1 I /x •� I ALL STRUCTURES BURIED FOUR FEET OR MORE OR SUBJECT TO p •8 ,8 / J x 26 , 2.5 I VEHICULAR TRAFFIC TO BE H-20 LOADING 2 5 �` x 24.8 1.0 i i x I4-9 i STEPS W/ RR TIE RETAINING WALL i FOR ALL ASPECTS OF THE SEPTIC SYSTEM THE CONTRACTOR I r11 �°' 2 / \ x 1 .9 x U-7,'' / 4 BVW-02 SHALL COMPLY WITH ALL GOVERNING CODES AND REGULATIONS; \�� , 7• >6.0 '��Y IN PARTICULAR 310 CMR 15.000 THE STATE ENVIRONMENTAL CODE �� � v= x 22.9 21.1 - 4 TITLE 5, TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS N x L A W N i �-- �,, WETLAND DELINEATION BY ENSR PART VIII: ON-SITE SEWAGE DISPOSAL REGULATIONS AND THE ���� w 214.74 M. BALL WETLANDS SCIENTIST BOARD OF HEALTH RECOMMENDATIONS FOR ACCEPTED PRACTICE. �� \ x 20.8 i / FLAGGING DATE: SEPTEMBER 13, 1999 W00D_S 24 x--24.0 ----- BVW-01 . I REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM' IF REQUIRED. x` x Q � •2 / 8.2 6.8 FIELD LOCATION BY BAXTER `& NYE, INC. . i BACKFILL WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS �� 21.0 8 LOCATION DATE: SEPTEMB R 14 1 RETAINED ON No, 4 SIEVE NOT MORE \ 20. / x 10.6 E 999 FOLLOWS: NOT MORE THAN 15% , THAN 90% RETAINED ON No. 50 SIEVE, OF FRACTION PASSING No. 4, VENT V SWING SET 1616.1 14 12 10 10% OR LESS TO PASS No. 100 SIEVE AND 5% OR LESS TO PASS No. ,/� 0 200 SIEVE, SOIL TO BE APPROVED BY ENGINEER FOR COMPLIANCE 2 RETAINING WALL N 80•13� 0'7 i 4 12 PROPOSED RETAI _.., 0.3 PRIOR TO PLACING ON SITE. 22 --� 20 j SOIL SUITABILITY TO BE CONFIRMED BY ENGINEER AT INSTALLATION N 83'45 20'1 E 6' x 6' CB/LP 1p0t OFFS 0, OFFSET � S I T E h L A N OF LEACHING FACILITY. 6.85 ET 4 W/2 STONE - S 83_45'20 �-- - RIM EL = 18.0' _ 77.91 / AT 5 7 .4 50" W_ - W A Y _ 187 CRYSTAL LAKE ROAD 74.14 Al OSTERVILLE, MASS. ! I 0 K E Y / 1/ FOR UTILITY POLE - ��� CAROLINE & DANA CUFFE LIGHTING FIXTURE RAIL FENCE \off + SCALE: 1" 20' NOVEMBER 5, 1999 SLATE WALKWAY 00o0o STONE WALL o BAXTER & NYE INC. 812 MAIN STREET BRICK WALL ;• S r. ,,:-�� ,. OSTERVILLE, MASS., 02655 PATHWAYS TO POND �-- - - VARIANCE REQUIRED: (508)-428-9131 3 No 1') 16 ", ' wv - - TITLE V SECTION 15.221 (7): TO ALLOW APPROXIMATELY 7 FEET OF ' WATERGATE , COVER OVER A SOIL ABSORPTION SYSTEM IN LIEU OF 3 FEET. SYSTEM / TO BE VENTED. �f FLAGS DELINEATING BORDERING VEGETATED WETLAND BY ENSR (SEE NOTE) BVW-05 { GRAPHIC SCALE EXISTING STRUCTURES ON LOCUS f S/`7 5 l SHED 20 0 10 20 40 80 PROPOSED RETAINING WALL PROPOSED WORK LIMIT 1 ( IN FEET 1 inch = 20 ft. l 98104 (SITE02.DWG) u ASSESSORS MAP 139 PARCEL 56 FND EL = 28.0' ~� ZONES: FG - 24.e FG = 26.0' OF FG 25.D` 4 CUSE C 330 AQUIFER PROTECTION OVERLAY DISTRICT - ZONING DISTRICT. RF 1 20.5' RECHARGER CHAMBERS MINIMUMS 23.8' (8 TOTAL) AREA = 43,560 S. F. �215' 2500-GAL FINISH GRADE FRONTAGE - 20' SEPTIC TANK CRWAL WIDTH 125' 23.2' 18.5' - 1m FRONT SETBACK - 30' 23.0' 20.8' SIDE SETBACK = 15' BEDDING AS o REAR SETBACK 15 PER TITLE 5 `%6 i7 a 3 COMPACTED FILL 3' MAXIMUM WIMAY BE TH 1 SITU MATERIALLAC z ' FLOOD ZONES B do C POND EL 2.5' _ - _ - _ - - - 1 8 - 1/2 FIRM COMMUNITY PANEL - "' PEASTONE No. 250DO1 0016D _ ti REVISED: JULY 2, 1992 DEVELOPED PROFILES OF PROPOSED SEPTIC SYSTEMS IF ENCOUNTERED REMOVE a �.' UNSUITABLE MATERIAL To INSURE THE • J- 4 'DATUM FOR THIS PLAN IS NGVD NOT TO SCALE SIDEWALL' AREA OF SYSTEM IS IN � •. 3/4" - 1 1/2" REMOVE UNSUITABLE MATERIAL CLEAN' MEDIUM SAND OR FILL PER DOUBLELOCUS MAP - FOR 5-FEET IF APPLICABLE 310 CMR 15.201 15.293 a i a • WASHEDEDGEOF PAVEMENT • • CULTEC 330 STONE N.T.S. HD . . . ;r < 5 52 i a 46" 12, �» 5. #297/9 , CB/DH FOUND CROSS-SECTION OF CHAMBER i NOT TO SCALE • I^�f 4 Fps G � /V/F _ MC/VER O► w o o D s ♦a / R Y 5 �' pp, C x. 27;7 a t 28 M� / �Sft LEACHING CATCH BASIN / to \ RETAINING WALL 2:1 SLOPE /`�\ r� x 28.7 6'X6' PIT, V ;23, CB/DH FOUND 26 � p, w ', WITH 4 OF STONE 2 � <i� M . 7.�, W 0 o D s 1 '. s "" E r SFt BVNF-Oa M / TSo` < I x4 �w�, r Q n n. L O T 3 A SET . , o ° ! f �- 111/JEL%K 28.12' 4 Z 16.3 x J 7:q o \� � r PLiA N BOOK 15 7 PAGE 35 / I / ,, 2 1 1 27.> 1 „ 2,; x 27,7 ° f r O 44.465 S. F. / x i p PER RECORD PLAN w rn� E ryy g �Q`V2 u. i '?D DA x z r r 1rr rrJ' f �� Q u d � Z Tp �►1 ,,.. � � a. 1 f�/ r; : + 1 a ry r N ei - 1 `6- `t >. -.�.,i.w :✓, [. Y,/�ary 1 .;::GARAGE UNDER " 2- 7 ; �2 r • EL 19.25' ij rrr rrt f{ (SE 3-3845) NOTES: I T 2 i ,' i` 8, 5. C WATER SUPPLY FOR THIS LOT IS MUNICIPAL WATER PLAN BOOK 143 PAGE 99 OB '' F 00 XISTING LOCATION OF UTILITIES SHOWN ON THIS PLAN ARE APPROXIMATE. T �HOq •r (S 3-3845) AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION FOR THIS ' NZF CALLAHAN PROJECT THE CONTRACTOR SHALL MAKE THE REQUIRED W 4 ` oil- "'� z r'r it it ' r� BVW-Ds' NOTIFICATION TO DIG SAFE 1-80 322-4844 AND 1` B. x 25,r f c ) Io ?w. . N .a r V r r' 1 , 0 EDGE OF LAKE - 9/14/1M APPROPRIATE WATER DISTRICT FOR LOCATION DATA, 1� r , r r.:. THE CONTRACTOR IS REQUIRED TO SECURE APPROPRIATE g a 2 J - »� { r ' / r / �r7 P' tf - � �i'. (''(. '. G+q '_ �/ r r'' i �r /�/ PERMITS FROM TOWN AGENCIES FOR CONSTRUCTION DEFINED z I x I f /f �;' ?r f' t // / 3, C R Y $ T A L BY THIS PLAN. I y) ZU .< I W 0 0 D S i 1 -, Ev INSTALL RISERS AS REQUIRED TO WITHIN 12 OF FINISH GRADE. 5.7IMIN D. ,,,+ �. m ALL STRUCTURES BURIED FOUR FEET OR MORE OR SUBJECT TO ,, ti r VEHICULAR TRAFFIC TO BE H-20 LOADING r' ?� # .�r ;J , i STEPS W/ RR TIE RETAINING WALL I .�„'�• ..� V�,r r �:/` � � fir.�`1 _�I+ '1 7i �� µ FOR ALL ASPECTS OF THE SEPTIC SYSTEM THE CONTRACTOR I l___' BVW-02 SHALL COMPLY WITH ALL GOVERNING CODES AND REGULATIONS. L A W N r IN PARTICULAR 310 CMR 15.000 THE STATE ENVIRONMENTAL CODE !, rl i r ✓ r a TITLE 5, TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS ? ., 1P -•,.: .., r' d 1 r w ME?LAt�O DEI.l14EM10N BY ENSR PART VIII: ON-SITE SEWAGE DISPOSAL REGULATIONS AND THE f` # ;" � } '" - ✓: / 4.74 �J M. BALL 1NETL/WDS SCIENTIST BOARD OF HEALTH RECOMMENDATIONS FOR ACCEPTED PRACTICE. �.4A W 0 O D S -� x 20,8 �. "9't�' � ( rr' BVYIf-01 FLAGGING DATE: SEPTEMBER 13, 1999 REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM IF REQUIRED. I ,' / ti - ✓' .r ra.2 S FELD LOCATION BY BAXTER & NYL INC SNEO 2 C ` - LOCATION DATE: SEP TE1,�R 14.1999 BACKFiLL WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS ,-' `1,0 Y �"�'' FOLLOWS: NOT MORE THAN 157: RETAINED ON No. 4 SIEVE, NOT MORE I 20.7 v�/ ✓ , 1 tr 1 1 THAN 90% RETAINED ON No. 50 SIEVE, OF.FRACTION PASSING No. 4, r �W E / ,' `5 2 V..,,.• _-• 107. OR LESS TO PASS No. 100 SIEVE AND 5X OR LESS TO PASS No. N B� 0 7 ,�fy// 200 SIEVE, SOIL TO BE APPROVED BY ENGINEER FOR COMPLIANCE �� �a,,,•r� � r<��.7 PRIOR TO PLACING ON SITE. SOIL SUITABILITY TO BE CONFIRMED BY ENGINEER AT INSTALLATION N B3 E , „- SET OFF$ET�� S I T E P L A N OF LEACHING FACILITY. 5 '4�?fY' AT s 7t'I'' 5d' w_, W A 187 CRYSTAL LAKE ROAD �i OSTERVILLE, MASS. KEY _,. / FOR SOIL LOGS DA7E:11IM999 CAROLINE & DANA CUFFE UTILITY POLE - SOIL LIGHTING FIXTURE rh SNCiINPPdI: BOARD OF REALTH AGENT: DESIGN D A T A RAIL FENCE �� Stephen Wilson P.E. Donna Mmndi �cNo�MAs SCALE: 1" = 20' APRIL 10 2002 TEST PIT 1 TEST PIT 2 SINGLE FAMILY - 8 BEDROOMS SLATE WALKWAY °ono WITH NO GARBAGE GRINDER Off' TEPHEN ti REVISED: OCTOBER 7, 2002 G.S.E. = 27.0t` G.S.E.-= 22.5t DALY FLOW: 8 x 110 GPD - 880 GPD BARTER, NYE do HOLMGEN INC, STONE WALL or p SEPTIC TANK 88o GPD x 200% 1760 GPD 0 0 USE 2500 GALLON N 21e v' 812 MAIN STREET _ F��STEa� ` MASS. 02655 BRICK WALL 2• CULTEC LEACHING CHAMBER DESIGN 9p�,9 '0 OSTERVILLE_ - , PATHWAYS TO POND �-- - - 3 M 3�M RECHARGER 33OR SS (508) 428 9131 Loom Sondy'Loam F TONAL E ` �......; 10 YR 5/2 ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED WATERGATE � _ 6' 1� 3 2 T 60 �• " WITH CAPPED ENDS FLAGS DELINEATING BORDERING VEGETATED WETLAND BY ENSR (SEE NOTE) BVW-06 B B USE 1 - 4 DISTRIBUTION LINE IN 4 RECHARGER UNITS GRAPHIC SCALE VARIANCE REQUIRED: Sandy Loam Sandy Loom 1N TWO 12' x 35' WASHED STONE FIELDS AS SHOWN EXISTING STRUCTURES ON LOCUS / /8 24 iQ YR 6/8 i Afeb TITLE V SECTION 15.221 TO ALLOW APPROXIMATELY 7 FEET OF Z4' 10 YR 5 24' LEACHING AREA REQUIRED: o �o so �o eo PROPOSED RETAINING WALL COVER OVER A SOIL ABSORPTION SYSTEM IN LIEU OF 3 FEET. SYSTEM C C 880 GPD/o.74 1189 SF lei TO BE VENTED. Af jUm Said Uedh" Sand SIDEWALL AREA 47' x 2' x 2 - 188 SF PROPOSED WORK LIMIT 132" 10 YR 6/4 144' 10 YR 6/4 BOTTOM AREA: 12' x 35''= 420 SF TOTAL AREA: 6D8 SF x 2 1216 SF ( IN PEET ) PEXC•eo• 1 inch = 20 it VARIANCE GRANTED BY BOARD OF HEALTH DECEMBER 1. 1999 WE. <2 UN/P NO nARR ENCOtMEtam PERCOLATION RATE: </= 5 MIN ANCH mom To soyc SOIL CLASS I Jab # 98104 (J:\1 998\98104\SURVEY\worksheet\SITE04.dwg)