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HomeMy WebLinkAbout0220 VINEYARD ROAD - Health '( 220 VINEYARD - COTUIT A = 015 005 001 ` TO OF BARNSTABLE C, LOCATION — SEWAGE # _40 S,2:K VILLAGE C " �J ASSESSOR'S MAP & LOT ' INSTALLER'S NAME&PHONE NO. `/77—0 3 Ao9 *,Jy SEPTIC TANK CAPACITY 000 LEACHING FACILITY: (type) w f i^C (size) 7 A /2 NO.OF BEDROOMS R BUILDER OR OWNER r/i 4 PERMITDATE: 7-^ /9 —d0 ' COMPLIANCE DATE: 00 r Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet .. Private Water Supply W;F11 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 aaciillity) Feet Furnished by �� G� i I IAO QH ✓" CA 33 i 2CAP' Q Q � w No. THE COMMONWEALTH OF MASSACHU ETTS FEE BOARD OF HEALTH TOWN OF �arns}a61� APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct (NI�/Rcpair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components 220 V 1nymA Road e)�1 A.MA or. ger-A(d E44 EA 'lkc Localiun �- Owners me I l � 5 2 5 2� i��a��\1 oat! h0 � Map/Parcel q - © a Address Lol (� ''Iblcphonc M �(J\j rIsDIrn Installer's ame Deli�ne Nai ie S� rov r'si�� Address Address C- t- s _792 Telephone it Telcphonne It Type of Building: Re5 1d t Lot Size 5% 3L6 Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures _ _ Design Flow (min.required) 0 gpd Calculated design flow gpd Design flow provided gpd ' T'lan: Date 2-00 h Number of_sheets I Revision Date Title Se V f a , V. Description of Soil(s) e 1 Ct Soil Evaluator Form No. Name of Soil Evaluator iC�_ Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS S"S -P«ice.,P "�FMAss 0 9G gs o N n t, The undersigned agrees to install the above described Individual Sewage Disposal System in accordance t proi ns f TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by B rAl6f SfE0. r s Signed I �° FORM t - APPLICATION FOR D5CP DEP APPROVED FORM 5/96 r .. • � ,�-` y �,�` ( ..fit ��, {f �,�''r d �'i+ ��-` _ ,_�• '` � � .� .r,,'.� ,� / ` ;,-'" Wa THE COMMONWEALTH OF MASSACHUSETTS Ft Et- ' r '' BOARD OF HEALTH ' V w,10W0 OF rl� f A6!2 NN APPLICATION FOR DISPOSAL SYSTEM CONSTR'UCTION;PERMIT ' ..Application for a Permit to'Cuiistruct (Repair ( ) l p grad^ ( ) Abandon ❑Complete s,ystcm ,°,❑'Individual Components j r 22a V' n�� rd Rya MA " = Get d t4 ;: list En '11% ° M= �. .. Location -� y r 'Owner°s LAW) f PL 4, 2 2 q o L,V Map/Parcrl-'N D � p Address I_ul ti •telephone# Ins6{dlc'ds .mc �� .rQL/ D�ai ner,1 AA S+ Address e 1 A yetis Telephone 1t Tel4onc r , Type of Building: e: de t o Lot Size 55 U Sq.feet Dwelling No. of Bedrooms Garbage Qn `cler ( ) Other—Type of Building No. of persons �'owers ( ), Cafeteria ( ) Other fixtures "t r' r •� ... ' Design Flow(min. required) ��Q 'gpd Calculated design flow� gpd .� Design flow provided- gpd �•Plan: DateQ 200 Number of sheets Revision `te ,_. !aEf,itle SewA o el P. r c- �. * Description of, Soil(s) Xe 1 ��k V1 y- S`Soi°t Evaluator Form No. Name of Soil Evaluator. o I k Date of`Evaluation sq '" DESCRIPTION OF REPAIRS OR ALTERATIONS �S-Ty,41 2.P��►cP�,+°^'� � cya + j CRISP v b, � The undersiged agrees to in nstall the above described Individual Sewage Disposal System in accordance wit a Neioi?s TITLE 5 and further agrees;not.to place the system in operation until a"'Certificate of Compliance has been issued by the. •ham �,,. d ag ` igned p ..t S�ONA 6 � T r�ri • .� r f toel f' .! FORM I - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 \' M-0 J NoeY � T CO M N AL OF MASSACHUSETTS '. OARD OF HEALTH -- �``�` CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) Complete System The undersigned hereby certify that the Sewage Disposal System;C nstructed( ),Repaired( ),Upgraded( ),Abandoned"( #' �. L� 0-0-rOU, 4 ` has been iris,ailed in accordance with the r isions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built I '4 �~ plans relating to,ap—ppfication No.' dated Approved Design Flow ( d) A Installer ICID D signer: - Inspector n, e �0_ ' The issuance of this certificate shall not be construed as a guarantee that t s stem wi unction as designed. i FOkM[&_-- CERTIFICATE OF COMPLIANCE DEP APPROV FORM 5/96 -- - — is %` THE COMMONVYEALTH OF MASSACHUSETTS FEE RA"Iy. rr r BOARD OF HEA::LTH DISPOSAL SYSTEM CONSTRUCTION�MPERMIT Permission is here y granted to Co truct ( ) Repair ( ) pgradr) a n ) an individual sewage disposal system at � ' as described in the application for Disposal System Construction Permit No. "� dated ' Provided: Contj s ructio shall be completed within three years of the date of this ll local con�1'}"omsn,' �e i&t* �p � U Date Board of Health FORM '2 - DIq CP DEP APPROVED FORM 5/96 ( ` FORM 1255 (REV 5/96) H&W HOBBS&WARREN TM PUBLISHERS- BOSTON ` \ \i 1% BSC, GROUP 384 Washington St.' Norwell, MA o2o61 Tel: 78i-659-7981 Fax 6�7-345-8oz7 - June 16,2000 Barnstable Board,dHealth Barnstable Town Offices Barnstable MA Re:Entire Residence 220 Vineyard Road Members of the Board. - `In accordance with the-Board's vote of 6/12/00,attached find the revised>septic p'lans;dep ctmg a; system sized for eight bedrooms r As a result o-'this revision and discussions with the:owner;the'leachmg system has been located outside the 250 foot setback to Nantucket Sound and therefore the sizing requirements of regulation 1.14 no longer applies.Hence;.the system is sized according to'the�requirements of Title . 5. • 3 I'trust this meets the conditions of;the Board's vote:Please:contact me if there is,any question Sincerely, The BSC.Group 1nc. David J'.Crispin PE PES A' i ssoc ate , Engineers frY "w„w Environmental Scientists s GIS Consultants* h' Landscape Architects Planners' 's ` Surveyor"s Q FORM 11 - SOIL EVALUATOR FOR AI Page 1 of 3 �2c J60-S No. —rp.- —, p-L Date: lr o� r Commonwealth of Massachusetts Massachusetts Soil Suitability Assessment for On-site Sewage Disposal Performed By: ...F.... ....s.-n ...r...... rz. TKO l�s� �r ,� Date: Witnessed By:�oNNfl ...I�.4��vs�+�3�.......g�.�.:........ L=swn Aaa.w or / ^i® _c,/ ow'v:t1u„e. M� M2S �.E2Llt� E: 1JTI nl E LAC! ZZ.o V!N V AA_D Address.mid 3 7eley�w+e� y New Construction ❑ Repair ❑ Office Review Published Soil Survey Available: No ❑ Yes Year Published l51 3 ........... Publication Scale Zs. Soil Map Unit Cd �,. .CAa bt1 Drainage Class .Qc ............. Soil Limitations ...........................:...................................... ................... ............................. - Surficial Geologic Report Available: No 9 Yes ❑ Year Published Publication Scale „.... w; GeologicMaterial (Map Unit) ._................................................................._..-..................---...................................._.....-........_ Landform ........................:....:...................... .....�................_......-............................-......................................................._._............. _ Flood Insurance Rate Map: F: ►mA i k-j F, Zs-(D o o o zZ D Above 500 year flood boundary No ❑.Yes Within 500 year flood boundary No ErYes _❑ Within 100 year flood boundary No Yes ❑ Wetland Area: .National Wetland Inventory Map:(map unit) ........................_......................_...............................7...................... -Wetlands Conservancy Program Map (map.unit) ..............................._......................................._............... _ Current Water Resource Conditions (USGS): Month Range :Above Normal ❑Normal OBeiow Normal ❑ Other References Reviewed: DEP APPROVED FORM-111r7195. L FORM 11 - SOIL EVALUATOR FORN•I- Page 2 of 3 Location Address or Lot No. 2-2-0 VINt--YA12D IZP . CON'( -,t7- MA On-site Review Deep Hole Number �-�.. Date: 9 Time: •'3c) R- / Weather Li��r� .SNoW Location (identify on site plan) Land Use Slope M) Surface Stones /.V oNc Vegetation l .R-Ar>-s Landform F>L-Ai✓J Position on landscape (sketch on the back) Distances from: Open Water Body Zso' feet. Drainage way feet Possible Wet Area >zoo' feet Property Line k /S" feet Drinking Water Well, 1�` feet Other St��w�LL t z3s ` DEEP OBSERVATIO .HOLE LOG* Depth from Soil Horizon Soil-texture Soil Color Soil Other Surface(Inches) (USDA) (Munsell) Mottling I Structure, Stones, Boulders, Consistency, % Gravel) L S IbYRs�.�` nI oNE �k 55rV� , FAY {"21ASt F 1-7 " t= L S 2.sy sJ2 �VoNE N`A-5 vE 1 -7 3(a'� �v.� (_S t°`{�s� Nonrry M As vt=, V,=erc r-tFtsr� MkNy R.co--r5 - ��e4 — IZotr � 7 nN� SINt:;t� �2,AtN � LoOSri- i SANS 2•sY �4 N M�iltvM s��►� MINIMUM OF 1 HOLES REQUIREDAI !:Vk:riY7P USED DISPOSALAREA Parent Material (peologicl _�2fl�,c sEci.4c_ 1119 / DepmtnBxdrock: > JZ-0 Depth to Groundwater: Standing Water in the Hole: NO/1/E Weeping from Pit Face: Estimated Seasonal High Ground Water: DFP APPROVED FORM-12107/45 FORM 11 - SOIL EVALUATOR FORh1. Page 2 of 3 Location Address or Lot No. Zz o Vt-je-Y'A r-D Go -M Fr- Nl On-site Review Deep Hole Number TP-Z Cate: /i�3o.�yq Time: Weather G/G,,tT Swo�l Location (identify on site plan) Land Use Slope M) Z Surface Stones A119A/Fc Vegetation 72A5s Landform 'PL-a'tA.i Position on landscape (sketch on the back) Distances from: Open Water Body ZLo feet Drainage way feet Possible Wet Area ; t90 feet Property Line feet Drinkinc Water Well l sp 1 feet Other t,2 d ` _ F DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil i exture Soil Color Soil Other Surface(inches) li (USDA) (Munsell) Mottling .Structure, Stones, Boulders, Consistency, % 9 I Gravel) o — !P LS foYR4/3 NONE Assrv� V'E-'L F- /v ONE ASSfVC � VF�Y Fa — 8 'l 3Z s�,� ' L.5 101F �l� IvoNr: (��4ss►�E v�a�e FQtat3�- S D 2.sY 7i/4 N o nr�. S I A44-�:e7 2q 1 N I_o O s,e_ M S.an,p F. Gzn A� r1 1 is AL E.�, N Parent Material (geologic)- ?2v 44L AC.cgt_. Cw7-t-.1 Ar.SH Depthoo6edrock: ? I ZC) Depth to Groundwater: Standing Water in the Hole: rVo.vr Weeping from Pit Face: /Vro vc- Estimated Seasonal High Ground Water: i DEP APkOVED FORM-=07nS I FORM 12 - PERCOLATION TEST Location :Address or Lot No. Zz-) \hNE-V aY2,D f-D . G o'Nri, r- M A COMMONWEALTH OF' MASSACHUSETTS Massachusetts Percolation Test* Date: /3 Time: �, .�....� o _• Observation Hole # I 7-P-� Depth of Perch „ Start Pre-soak /0 : 2 3 End Pre-soak /o : 3.S r Time at 12" /o ; �e Time at 9" A.) - 39 Time at 6" ' Lo ¢i Time (9"-6") Z ►.�w. Rate Min./Inch * Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed Site Failed ❑ ................................................_................................... ....................................................._... ........ Performed By: Alf J� . I bsc 6tn. 0,o Witnessed By: zl�)IAIIVA Z, 1410219-A.bi ���-�rs��g� rSO)q Comments: .r._._:..-.,M.�.:..M. DEP APPROVED FORM-LUD7195 S3177'00'E '\ 314't N /) N o � LAWN GRAVEL DRIVE LAND I � .2 ►O oiyY k?'ocgR t✓� GgRgcO 1 , LAWN H 3� i -I LA1 zl `D Tp.2 <F3 r r 312 t . S23 32.4ppE AREA OF LAWN. H ENCROACHMENT to - OF C�fgRlNc ! Y L BSC GROUP TRANSMITTAL To: Town of Barnstable Date: 12/02/99 Public Health Division Proj. No: 4-5872.00 367 Main St. Project: Entine, Perc Hyannis, Ma 02601 We are sending you: ®Attached ❑Under Separate Cover Via: 384'Washington St. ❑ Overnight Delivery ❑Taxi ®Regular Mail Norwell, MA 02061 ❑Messenger ❑ Direct from printer ❑Other: Tel: 781-659-7981 The following items: Fax: 617-345-8027 ❑ Change Order ❑Drawings ❑Prints ❑Samples ❑ Copy of Letter ❑Photocopies ®Reports ❑Specifications ❑Digital Media ❑Plans ❑Other: No. of Copies Drawings No. Date or Revision Description 1 11/30/99 Soil Logs &Perc Test Results 1 Test Pit Location This information is: ®For Your Information ❑Approved as submitted ❑ Resubmit —copies for approval ❑Unchecked ❑Approved as noted ❑ Return _corrected prints ❑ Preliminary ❑ Disapproved ® Submit _copies for ❑Revised Plans ❑ Returned for corrections distribution ❑Final Plans ❑ Sent for your review&comment Remarks: Donna. Enclosed please find the soil logs for 220 Vineyard Rd. If you have any questions please do not hesitate to call. Thanks. Mike . Note: If enclosures are / not as noted,please cc: Signed: yr contact us immediately. From` Michael S. Fitzpatrick JrG P:\PRJ\4578200\docs\Bam-SOH-tran.doc Massachusetts Department of Environmental Protection Bureau of Resource Protection Well Completion Reports ' �,V _ _..._... ...........- ......_ -..... Well Driller 03 Please specify work performed: Address at well location:' New Well Street Number: Street Name: E a 220 VINEYARD ROAD Please specify well type: Building Lot#: Assessor's Map#: � Irrigation ___—.....-.......� Assessor's Lot#: ZIP Code: , Number Of Wells; 02635 Cityrrown: Well Location BARNSTABLE In public right-of-way:, GPS C`Yes t� No North: West: 41.59095 ---70.44759---- Sd bdivision/Property/Description: Mailing Address: click here if same as well location address Property Owner: ` Street Number: Street Name: GERALD ENTINE 100 BELVIDERE ST 10B Cityrrgwn: State: a Engineering Firm: BOSTON MASSACHUSETTS ZIP Code: , 02199 Board of health permit obtained: (�Yes r Not Required Permit Number: Date Issued: W2017 021 e M 1/ Massachusetts Department of Environmental Protection y Bureau of Resource Protection-Well Driller Program Well Completion Reports(General) Well Driller - General Well,Form DRILLING METHOD Overburden Bedrock uger Choose Bedrock- r, WELL LOG OVERBURDEN LITHOLOGY To(ft) Code Color Comment Drop in drill Extra fast or slow Loss or addition From(ft) stem drill rate of fluid 0 20 Fine To Coarse S i Fr r_1 f Fast('Slow YES NO Loss Addition 20 30 Fine To Coarse S : Brown > r Fast r Slow YES NO Loss Addition WELL LOG BEDROCK LITHOLOGY Loss or Extra Drop in Extra fast or Visible Rust From(ft) To(ft) Code Comment addition of Large drill stem slow drill rate Staining fluid Chips _ _ .......... ........_........ L� L � Choose Code 1 ' r,Yes: Yes YES NO Fast Slow Loss Addition ADDITIONAL WELL INFORMATION _ Developed (%Yes r N� Disinfected f�Yes f" No Total Well Depth 30 Depth to Bedrock Surface Seal Type None W_----�racture Enhancement Yes f�No CASING r is Casing above ground? From To Type Thickness Diameter Driveshoe __._.........._........_.__... __.__.._..__._____ _ __._ _____.__-_______._.._._....................................._.........................................._.._....___-........____................................. . (0 1 27 T^ PolyvinylChlonde - 0 Schedule40 �4 1 rlYes SCREEN 17.No Screen From To Type Slot Size `Diameter 27 30 Stainless Steel Well Point 0.012 4 WATER-BEARING ZONES'DRY NIELL From To Yield(gpm) 16 30 - - 12 PERMANENT PUMP(IF AVAILABLE) 3 Wire Constant Speed 1 Pump Description Horsepower Submersible 1!2 Pump Intake Depth(ft) 25 Nominal Pump Capacity(gpm) 20 ANNULAR SEAL/FILTER PACK Water Batches Method From To Material Weight Material Weight (gal) �(count) IPlacement a; "`7Massachusetts Department of Environmental Protection Bureau of Resource Protection—Well Driller Program Well Completion Reports(General) WELL TEST DATA Time Pumped Pumping Level(ft Time To Recover Recovery(ft Date Method Yield(gpm) (HH:MM) BGS) (HH:MM) BGS) ---------- —-- --- -— --------- —--------—-- —_— — -— -------------—--—----------- D9/25/2017 Constant Rate Pump 12 1:30 21 D:01 16 WATER LEVEL Date Static Depth BGS(ft) Flowing Rate(gpm) Measured y 10/O6/2017 16 12 COMMENTS WELL DRILLERS STATEMENT This well was drilled or altered under my direct supervision,according to the applicable rules and regulations,and this report is complete and accurate to the best of my knowledge. WILLIAM Supervising Driller DESMOND, DrillerURQUHART Registration# 877 Monitoring(M) Signature PATRICK, DESMOND WELL Firm DRILLING INC. Rig Permit# 0051 Date Job Complete �io/os/2o17 NOTE:Well Completion Reports must be filed by the registered well driller within 30 days of well completion. r Page. of CERTIFICATE OF ANALYSIS s , Barnstable County Health Laboratory (M-MA009) Report Prepared For; Report Dated: 9/26/2017 act�us.. -- Salty Desmond =gym Desmond Well Drilling Order No.: G17103453 oo P O Box 2783 Orleans, MA 02553 Laboratory ID#: 17103453-01 Description: Water-Irrigation Well Sample tl: Sample Location: 220 Vineyard Rd. Cotuit, MA Collected: '`09/25/2017. Collected by: DWD Received: 09/25/2017 Roudne_M ITEM RESULT UNITS RL MCL METHOD# ANALYST TESTED NOTE Nitrate as Nitrogen 0.14 mg/L 0.10 10 EPA 300.0 LAP 9/26/2017 Iron mg/L 0.10' 0.3 SM 3111E LAP 9/26/2017 - ND Manganese 0.40 mg/L 0,025 0.050 SM 3111E LAP 9/28/2017 pH 5.1 PH AT 25C NA 6.5-8.5. SM 4500-H-B DCB 912512017 Sodium 13 mg/L 2.5 20 SM 3111E LAP 9/26/2017 Total Coliform Absent P/A 0 0 .. SM 9223 RG 9/25/2017. Conductance 96 umohs/cm 2.0 SM 2510E DCB 9/25/2017. 30Y16' Attached please find the laboratory certified parameter list. • Approved By: (Lab Director) NO=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level 3195 Main Street, P0. Box 427, Barnstable, MA 02630 Ph: 508.375.6605 TOWN OF BARNS CABLE !"5 oAtx SLAIN _ _ "�. ^O,F,I/�]utNS /, ry t[ { (("^�{� Ij'�'^+�� �P 1 S.I'J WaTW E,c4STfNcj �_-- / /!"r F I t ,.\ 6.a/ 1 �� �I: •'1 P T lv G Su,ve,UcS.OH T•(ve.KMd I L, � 1 � I I _..ism or, { 1 J Mlt1\vO AK 6CNEnUC.E { ' ICY qM o6xxtor� - n S P40bO TyHp6QEp G\.�AV41 NEf]U+,TI "�M 0 g Glaw usexftQT . — - E 7 C24 lEAaERIT]"Gt�.__/..�S9LSl EAMO twalT- TiLCUw>•.t .__ los's 46v LEAD fZlS-US 1 2 F\v40JbB i �,t .s s cues�o nu . I �CiUZJA 17 I r � t , ' \LaH V �-Ef aUrvEK-oR EAU.tI I K CSu_1u4W5 W 14f __ I - — I ,•�vER-Cf>•te,]uct�-'l . 1 I • _- —. _—_.- —'T-- .--. i N1 ,-r�/�1 mrrr� �.� pE� may. CL��1-S SLMER ILY�IS:�.N:�NE_E 1J.�.JC.WC.E Bruce Devlin �/�/ Designer '�"— 1 br,D �_00 ` 774-23"773 =' -�nwE�t cam tzacn G9rt_S,Ftc: L^ 1 r[IT Ulf- r&� LY\R4lEK......_.-...__. 0 - art HEIV GO"OAEb.NS as&,R",vw Ast4 �i•�PG Y.iSAK� Ts ort: ty:p"Oa.TS " •C4Gf�lEO .. WV*1ntiT(ONN ----- FIOOPL FRA-MtN__C�_ • zor.aon ere,nmowtsusaooaS.To ') -_ - - - • Ste-.* ![liT'S 30�0.4 f!•.yK. _ B In , Ia6G�E0.'Oa.E4 r ?_e7. _Lt VIOOA o�v-coax-[�nrGtu p _ V 30 I I i r 20' - -a .. - ar .-CfA7�116L'3S t,Xl3tP�-1�ON5=£.Nl1n1E�651ti7E4.1C�' l Bruce Devlin _r Design® F E 7742384773 0.gOF N`MCJCKnnNE—� AtLdr" f� I ?ae:yi IM 40�T5 �4\Lo!i - c�mEa y,e•q�,;1 .+c^_o-csT<SSertco p)�Y.DCK,W C,. ` '� 1_IO S fib•O.0 TMERGlJ I.i5 Coe.- � �2x12JO16T5 N:`,oc, TbR GUTS �I SUMS�J N.8 tYwS IL-dO.GlOOE�>CLSS-SPt>~Yaw tU 5(hhTION 1 1,I � 7 I ROOF nEGKT�iS7t�R-"SECTtOtJ C�*=a o`� ! I _ C411e.7,.0 u-LW S I/ 1f1��Tww ati a.eia+vU� i�a5:at�5+5:RatsU" II W 1 . I ROOF DECK - _ c v . (.3-lV �iX�R - LLNtF- S!t. l '- ."_-AtLWI.'4'G,N.La_nEStcv�34 MtWR"REP gjA^�'REOItl'BID�i-OF.vf.��t4nN_K.'r Tr E. ____. _— ._ .(n�rtioNs_ icL��L:irorl5=E2�T�NE fZF,�nE�cE._ ` Bruce Devlin ' --. Designer :. »..._. . . �� 774-2380773 4 gYz"i\a'lK""Ri/lSE ,_EH�L�Yi-71 ' /�?q �LSQFy.�:T SM1NC�l£S l � PLOG :_ rsow'stu3r-fL6urs.--- .. `B aG.:15•s.LR-]evvsu�_ - - - cuJSTs.- i j1 �p-w�or- _(ra s:anfw 7R I( Y�S5 :usr\\'±S. 1 � .. - • - ',�.6=6La5'Ibo•G'�vlY3-UiQ$O-- O 4�W_t!(/5 OOiWEA �� .. _-1Y.0 C/3U.0 _- _ - - Qi.l2a/a1�5'3_— -__._ y$g. C�IiEYiI(GO:vC;A. 3l4'•TiG SlM-11D04 1 - T4T.R EZE'QGFiO]a4_6.... �9 y„3AaE[Ka�x _ AN _ •'KI - EC161W S._ -...... _ - � dl it�FilY.E EX(511`v.SS•�bli,;. 1 _ . � '-�dU-3 ._ .-. ;; 3�S$' aNSt's F•1arJi1�EOay./ex\sf5 - k - � f. W1-71 w4 ' 1 � SECTION GCC"a•a;o.) .... - .. _I ste'_m_w\.c�«xt&,u6 w/a`•cr..'a• SECSC6N'-g:g C'�a--}:o'•) - �a vat 3a� oc. i ' _ .. � `N JC�1't16N5�iCCTE.R.CC1OCV5_ENYN�:p,�$11j�� . Bruce Devlin Designa fl`c 224 V(NE`{uZT�_FZOnn=GQIUiT .. ri. 774-238.0773 C1 ' CALCULATIONS&REQUIREMENTS FOR.VMD EXPOSURE C - L Pmsa;pfia Imdu arc abased on assmop6mrs in Table A-35. - . 3S S G�Oo PS 2. Tab sti a-m ed& g kads and wnoeetiou oegdtam ro a shall be pencilled to be . Multiplied by 0.92 fur fiamhmg ad to ad widdag a feet afeens,n. )_ TabWad fiaatg b- ads aastme a bmldmg located in Expasatx C - 1. S-ll Batter Plat t Eomdati Con R i Wad E C a R Dead Load Asmtnptioos:RmgCedwg Ass=My DL=lS ps(Wall DL=60 pif 1,2,3,4 Nw berafsteics: Reef U-296 z S-41Sws Raatpitch=10:12and 12:12 Raofspdr-(5+'Uot frtaning bad(plf) U - Cormecor uplift load " L = C not,Wend lead(popenEMx to the-0). 1. Tabulated connecfins-quacmenb d-D be pani0dto be o.Wed S Comaot«shegx toad(pan0al in the wan). Ftmtg ant rowed within a feet afbuilding mtna,. P L- by 0.7s br R LIW far wind pe isatdimlx to de ridge and W/L far wind pewld to tf ridge, s Whee Wisthe baild'mg width and L is Ore Wilding leagis Tabdatd ridge hcdO. lion loadsssamesdontotloaWft aExs 06oG o . 3. A,---del dead a tam are base era total gliR othms 0.6 ofWeraof Andtotnge-agabd an maid l aaal beds shall be der ss-i-d m the famdnlion design 4 A>,-mbly dead bad(0.6 a mpsQ. Par Session LIA Talhdated wmation,equoaeerats eft base an a se met ridge d,spacing, Eor ddfacvt ridge s-p sp®®.ahohiply etc taLaLted fixes by the - I. Taba)aW uplift and lateral load,dha0 be p.,,W,.d m be nwltipned by 0,75 and 0.92 APRapr'sse a suipr bekw- RcpWhely.In,Awning not located widda 8 less ofbwldivg whets. Rieke_9a+�.5wz"efm_I r6 Meth nna 33 2 Tabulated ap6R leaf.uwha am"and calmg assanbly dead lead of 9 led(0-6 x 45 P,f-9 pso. 9- lleadcr lieaa- ea-f 49iod them- 3. Tabulated sheer rapacity requhanrn-asatme all wan,are sfiwMdaacrosdasce with 12 RoofSpin-24'RequisedagredtyofcanarstioodmbmdofhcAm(Wet-) Saaim 3.4.4.2 Wind- .6'spaas U3'.=1248 L=656 For other wall shedhmg rAms the tabelmed shear capacity of We av 1)ou shall be Widows W'spaos U'L= 832 L=437 Di idd by the sppapriam sheathing type adlasodern f or in Table 3.17 D. - - -•..•_ .. .. - U-Caenecmrapliftl z. era- Dam set adeadea a-asset' ,Ras' ' Load, .w'e od . 1.1.7: L-Camessa-sand bad(papm®alar ro elm wag). . Nuorberofxaies-9- NumberofBohs Rei had m54emwan Lam (15) - 1. Tabulaaed Mukgg dby075adfU-9;magxaviWy.(a 6amagswrbond ai0int Anrimrega-q..d to miss Island loads,ball be determined in dw fahvdation dezipt Pa Section 1-1-4. 2 wa,eoka foam aspane a bedding in Eapoaae C - - 3. Tebdded asmate a soofaed-fin-ably dead bed 1. Ptescrio a fiords ar based on asnual door in Table A-)-2- - Of9 paf(0.6 x 15 psf=9 pit). . 2 And-bobs silt be-tfotmly disaibusd a bog the length ofWe Amarwa0 line.and 4. Tabulate u,AW Inds,me specified to headers W-iag raaf__by. in erase shoo theaacba bohspac(g asceed6fedan canter.Eaotha atwha bob Whin a Pansklledk,0 reducad by3 as listes don, eadur Wm the each alliabo m . i.onmocaseesettim32t_7_ 9haU lea petnhdlcd(betdua'd by 3B pKfime the)raada spin for m'b fidl a-aB above to- 9Vladow Still Phae Coaaeetie $ b . 3. Sill plies am asammd to be nested Saudasa Pete - 1,2 _ - - 3. Sill m Boaavh Plxc m Fokvtddias Caoaa6om fAaclwr ikm)RcsisfutelloliR Loem Gee W rod RoWimd".dCp-tyar^- dEach Emdof W-odow Sinpixa(ibs-). 6'span-656 4'pn=437 - . - Number of statics:2 T End Zane,-25 henna,Zones-29 1. Tabomtcd k,val anaeartow res.-shall be pamiaed as be multiplied by - 0.92 In,fimhhgtmt leaded within 9 fed ofb ld-mg ensues 1. P-ipl1w fi aits are based on assrm pSon,,Table A-32 2 Talwldd wmstics,leaf assrme a buiding loused in EW--C. 2 When aMrm berm ere esd a nasix r PkQ'btael,and shce,bads she amlmwt echo, - - Bed,spsehrg daft natexceed the le-affha-Isolated-dues kr uplift laam(Table A- - - 31L7 or latemled shrac leaf(TffiIeA-72B).Fa other encha,Imh Eimi-kokw see - 11. Raarsream:ae Att.dtmeat Reaaheeenta - Smiaos 32L7 and 3223. Maeis®m Nail Spacing far 8d Comtooa Nxib as tOd Dax Nails - 4. Rft Evanin,t Wall Connection Reanammene,for W)rd Loam Sheathing Ixdlan -®taior+a^^�-, ^g of retinas-16- 5 . Maxhm n and spacing far ad nor .ib c 10d bass nod,(inches,etc.) Raft:V cnhg=16" Roofspm W.. a-6 F=12 1 .� U -554 L-291 S-t29 R Shessnng to--pa as ercdge mm Spacingotsaftm-I6' S - - Maxintom na0 syecthg f«Bd ca¢m®ails or)0 d hoxaxls(ivdm,o.c) �JYIt3 is oar ohJN cif PS \ IU- IUxeralio�ad(papandicalarmdhcwaRl. 3 3 oodw wall)- R = I�IWm wbM vapendiorlako ue,:dge and col(.!wind pa-Bd m tlhe ridge, E-6 F=6 VA-W is the binding width and L is the baMi g kagd, 4 4 Gable c d-R sake with lookout block E4 F4 1 _ - - 1. Tabulud uplift ad brad bah shall be p-nined to be maltplied by 0.73 and 0.92, i Mv Rcsime i-ey far framing out located within a het alb ikling kenos. < - 2. Tabuixd fi-i g loads assoom a building located in Esposrue C. - 3. Tahulxd uplift loaf attama a,educd mofad coding a.c.Mydead load o179 psf E=NA wacagx panel - _ (0.6 x 15 psf=9 psf). - - F=Nail spring d intetrttedmm support,in the panel field(in.) 4. Tabulaed still@ loads aespeeilied formda waft cam lions.Whin Wculdiog kpRlt r Lmdsfiawa0-to-walla,wall-feuodaim rnmaxi.Mxbnlated rrpli0 vahr_sshell L Fa rwfdkcadking within4icctafthe paimaa edge of the rea[ivctudirtgdfea era - Be permia-.d to be mhw d by60 pif(0.60 x 99 ptf)f each fug wan she- Each situ afd.nofpeak the 4 foot permderdge and..act-rapsaemetr- - . ... - Stall beosed 5. liaRer, Cc II- IabtT Ptate Literal ad Shenr CoaneellonR cas,- 2 Ta6uledt2 inch o.c.nd Waxing assama sheadia,a.-bedtomile,/aa' - Ezw,reC - E--migrttaobes wthG gtraterttt®aregaai to0.49.Forir.®bgmemba,wi0r .---._-.. -_ ------ - _ _ 0421ess there orequN to, thaa0 vm,pae'vgs sbtll lea rdva:dbdkvde, - - ..--_-._--. - Rdlrspacing sW Wall height=3- - .4 - Hatnbaofgdaaaaa®hhvf err lOd box b(tuewikdt(4) -3. Tabdxed6 indhoc mRspat®gammeshraPoing aOad,Nmrnliv)trnss Gaming . Membersw1thGMatatL®erra)adm0.49_Forfiaming.,taboowild0.42k- - 1. Is sapriw(irs are basilonaasmghtions iw Tffik3,4. The arap-ImGless thanQ49,Poe,haO�aeir�shall befence to t L Tabulaed wpaehfion sequaeasents aszem a Wiidingl aced v,Espos C - 3 inches oc . I- Wlm teifmgp-ace installed pasdid to;aft ;the sae oththere teamed=in the taRerand 4.- TsbltabNM4(r8or_nadspwamg esdmeiftexhingat-hd.-Ra/bmsfn ing . C 7-mgjhria sba0 e�ml mescal Ste-tp<red®>berafoaBs,egn'vaL - W G. dvaaregodm0-49.Fvfiamm v 0 gawulbmAL4?knthmmal d t ti- 4: .To avdd spfi0ing,hm me Wass 2 tossisas>h�ix instelkd in ench sidedn rafterm an G i-then 0,49,the sell trig shill 1.adeend m 3 Emden - Coil. id a6m fastvkedto a2a d lop pWaerr3toerwihaeach side whin'fast elm S. Tffihdstod Dail spiWpaahmeabwldog lowed®EspomteC 2c 4 top plate m 3 tonswilsa each side whin G,¢red m a 2 x 6 tap plate. - 12. Wall 2waWtae and C7addlne Ail.&-.-Reel-entenb-StaadardShral4in: . 6. unafasi-CooeatOan Rean7remeob(Roof-bh-.Well.wall-so-wan and.. -4,5 Wall-to Wail PasiMa0ev1 Maximum N n Spacing fw B r-Naib err l0d Box Nails(tw hes,_o.c.) Sim-d-i-9 4--dov 4-insmor annC Sl--*ofr0as-16^ -E=6 NEW-?✓-i��-ry '--- __ _ _ Fnarmtgspochrg=16- -Roaiq_'-fSE L2,3.4 Sbwb'vg/arffiml-pavmmv edge mshe.spaWga[sa8as-16" E-6 F-12 _ CUr,tS6r1C f1_tTFSfS fGStTCaS '' - Nambaoflld eataman audi or 10d box sails in each end of l Y.a 2 getf snap' .(6) E - N:kR spahang d P.:3 edges C) Pmaildi e f d,are baud an nnehptiorn in Tabh_1,4. - F - Nair spachg d baeivedrxe aoppot--the poet field(th.) . 2 Tabulated afdiftagnvemen[s asshtmabuldehglacekdin ExposweC. - - - 3. Tabalabrd apfdt regohameant'asswhe a raofarid uifag assaobl9 deedload of L For wail shealbehg wiWa4 fad aflthe cone3 Wed Gnat peibsettr edge min 9psf(O.60xi5Vsf1-.ttacnlag assembly-nth mriR<tcd-0e mafaturnl.y. _ .. _ _ _ AM.In-ast raphhemeots shall be - . The-6ulekd euat-ufoailisha0 be it-cased by'1 mild cash and ofWe soap- - _ Taketated 12 acbere tmi(spaeiog assmoe,sbexhiog anaebd W bdfTnirgii,mbe - . 4. M-m®rtm AMM A653 Grade 33 alai soap... - _ �grra-.than n or psad W 0.�Fa 6ammg memb oir z OA21-than er al-i than 0.49, mij I7. T and Bantam PI tot Se Lett IC.md(n, abakhd6 inch oc-l-F-Wg a=stm shexhing attached m a�auss fiamrng with To G 3 r - -. Mcmbm with G pester tame err equal to 0,49.For finning asetffias with 0-42.less than ' ShadV isg-16- WaB height=8' - 1.7,3 0,aq dtoG lea tl-a0.42.theoaOspacagsshanbemdmedm4^o.e- - Recaked ameba,of l6d<onwoo aaik or 40 d boa-it epa ac.-isaplf (3) , - . 4-Far e,ter"ar paved sido.i yeti-aknixd beta bails shall he pamittd to be subsdnttcd in, . - - _ Cammwhnails. 1 S.Tabulaed nail spacings a,swc aq building tocatcd in E.,posare C 11�a�ci(LTFITFE'Tph15'F�:fT1+S R SIP�Fi�TC�-' ' ,d.of .m a Bruce--De-Ain - i ' DefiigRe m= row. a-se° 774-23"773 2zovice=�Ium, - --- INDICATES INDICATES INDICATES SEPTIC TANK DETAIL: 2,000 GALLON DISTRIBUTION BOX -DETAIL: NOT TO SCALE LEACHING DETAIL: NOT TO SCALE REVISIONS SOIL TEST PIT DATA. PERC. -�- OBSERVED ESTIMATED NO. DATE DESCR TION TEST - GROUND WATER SEASONAL HIGH 18" DIA C.I. (60# MIN.) MANHOLE GROUND WATER NOT TO SCALE COVERS BROUGHT TO FINISH GRADE NO. OF OUTLETS 5 1. 6/05/00 OMIT IN ERIM TEST PIT #1 TEST PIT -,#2_ NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, O0 0 0 00 o 0 0 o o ° 0 0 0 0 0 ° o o ° 0 0 0 o D-BOX GRD. EL. 17.7' GRID. EL. 16.4 REINFORCED CONCRETE. SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. FINISHED GR E 0 o 0 0 ° 0 0 0 0 0 0 0 0 0 0 0 o o 0 0 0 0 00 _ NONE , GW EL NONE 2. SEPTIC TANK TO WITHSTAND H-10 LOADING ZEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE 2" WALLS NOTES: ° PERF RAT D 4" PVC PIPE °0 2. 6-17-00 8 BEDROOI SYSTEM 0, GW EL p UNLESS UNDER PAVEMENT, DRIVES OR COVER c 00 52'► 12' - 3„ Ih, tl,;l!V,l I"tllll„tllt, " LOAMY SAND 10YR 5/4 LOAMY SAND 10YR 5 4 "' ,ll lu'h;I!;!!i 6 TRAVELED WAYS, WHEREIN H-20 LOADING1. DIST. BOX TO WITHSTAND H-10 LOADING / 1 " LOAMY SAND 2.5YR 6 SHALL APPLY. '�' ` ' 2" PVC BARRIER o 0 1 1 3 IIII III I! J Ili IIII II "I T it I tl I, / } E' „ LOAMY SAND 2.5YR 5/2 I;!, Ngtli"tyll�l!�,'; 3. ALL PIPE CONNECTIONS AND CONCRETE IT UNLESS UNDER PAVEMENT, DRIVES OR o 1 17 �Iillllllt� lil LI,t TRAVELED WAYS WHEREIN H-20 LOADING 1'-8" °0 c 1 1 / << t !II, i ! �'I ��III�!��IIIIIh ''!,,;II ';', CONSTRUCTION SHALL BE WATERTIGHT. 0 0 0 00 0 ° 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 !i " ! ;�'� "CI II 'I,�" �I�I,II,I I�I SHALL APPLY. o O O O > O 0 0 O O I, , III 2 III. �! ��! t , LOAMY SAND 10YR 5/6 �4 ,!!,',I V y III ( tl iL 15" ° O O O 0 0 0 O ° O O ° O !�I IIIWIVI LOAMY SAND l OYR 5/6 uI,1, t!ti 8 t II�Iliiti i ,'I 32» 4. FlLL ALL UNUSED KNOCKOUTS WITH 3' EL 36" 3' MORTAR. 2-24" DIA C.I. (60# MIN.) MANHOLE COVERS GENERAL NOTES: D » e 2. PROVIDE INLET TEE OR BAFFLE WHERE 1'-8" 1. THIS PLAN IS FOR DESIGN ANC EL 13.6 BROUGHT TO FINISH GRADE 6 5,5 OUTLETS 8 72 ' LONG TRENCHES 14.7 TEE TO BE UNDER SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR 12" MIN.. " e+ e e '• •e '• e e -j- PLAN VIEW - LEACHING CHAMBERS CONSTRUCTION OF THE SEWAGI ¢' 4' M.H. OPENING o'y'o'�o� o 0 0 0� o t IN PUMPED SYSTEM. COVER 3 + j_eV:Z�, a a a•�b a DISPOSAL FACILITY ONLY. ��" �'° 2" 3. FIRST TWO FEET OF PIPE OUT OF DIST. 5' C 5' C RAISE M.H W,L...- � ! � � 4" ; BOTTOM ON LEVEL � LOAM & SEED DISTURBED AREAS 2. ALL CONSTRUCTION METHODS ! ID 10'-0" SEWER BRICK : •_ .e• • • �: �• • • STABLE BASE 6" MIN. 3/4" TO BOX TO BE LAID LEVEL. MATERIALS SHALL CONFORM TC HASS. 6' 6' -- 9'-4" & MORTAR Q • 1 1/2" CRUSHED " D.E.P TITLE 5 AND LOCAL BOA D 12" CROSS-SECTION STONE BASE 4. ALL PIPE CONNECTIONS AND CONCRETE 3' MAX. C MPACTED FILL 36 MAXIMUM 12 MINIM M OF HEALTH REGULATIONS. NORMAL WATER LEVEL CONSTRUCTION SHALL BE WATERTIGHT. = 0 0 0 0 o pO o 0 0 ° 0 0 » 3. ALL PIPES LOCATED UNDER Pi,DEMENT 7 SAND 2.5YR 7/4 7 SAND 2.5YR 7/4 3" 00 0 0 000 0 o 000 0 0 __• - 3 LAYER 8' PRECAST SEPTIC TANK `Q 10" 20" " „ 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. " O DENSITY 0 0000 PEASTONE 40 R EQUAL,OR TRAVELED WAY SHALL BE SCHEDULE 8 INLET TEE 5'-11 30 1/2 30.5 24" 10 00 POLYETHYLENE - O O 4 THERE ARE NO 150WFT. OFATE ThIEWELLS » . „ » EFFEC. Q0 p CULTECT 330 HD 0 O p 9' 9' 5-106-7 O O PROPOSED LEACHING FACILITY IOR _ 5=� 4'-0" MIN. 90 eao oN �; 15 1 '2" DEPTH LEACHING O O ANY KNOWN WELLS PROPOSED V!THIN 10' EL 7.7' 120" 10' EL 6.4' 120" - - 6.6» Z LIQUID DEPTH cAs m�i aj a ii �00 CHAMBER O 150' OF ANY KNOWN I EACHINC FACILITY. INDICATES PRECAST DIST. 1 11' 11' OBSERVED BOX GROUND WATER �� ` WAS - 1 1/2- 5. WITHIN LIMIT OF EXCAVATION f1 MOVE ' ..,. •:e`e;..��,_•„Q1`.•�� ••.�. .a.d::er__`r�:.r --. 44" -=��= - 52" 46" ---- WASHED STONE ALL TOPSOIL, SUBSOIL AND Ol 'ER 12 12 �aW •BOTTOM ON LEVEL STABLE BASE �� 3" � � 12 IMPERVIOUS MATERIAL PLAN VIEW 7 1/2 6. REPLACE WITH CLEAN WASHED SAND DATE: DATE: INDICATES 6" MIN. 3/4" TO //^`04J�'il' U.�`///X�`�/� OR OTHER CLEAN GRANULAR 5.1ILS 11/30/99 11/30/99 �_ ESTIMATED 1 1/2" STONE CROSS-SECTION VIEW PLAN VIEW CROSS-SECTION OF CHAMBER CONFORMING TO THE FOLLOWINC TEST BY. SEASONAL HIGH SIEVE ANALYSIS: WT. SHALL 10% TEST BY: GROUND WATER -I�••'"" ,• ,,�` �� PASS No. 50 SIEVE THE BSC GROUP, INC. THE BSC GROUP, INC. WITNESSED BY: WITNESSED BY: rJ f .SIM ;�, TO°PRQ�'OSo IR IGATION WELL <1I ASO o. 100 SIEVE SHAL D. MIORANDI D. MIORANDI INDICATES w_ RELOGATI �I DESIGN CRITERIA• <5 To OF No. 4 SIEVE SHALL PERC. RATE: PERC. RATE: PERC. p Q �F DESIGN FLOW: PASS No. 200 / <2 ," �d w �_MIN. INCH MIN./INCH TEST � MIN. .�' �" �..� r � ' (\ \\ UNIFORMITY COEFFICIENT ®P P`�. 4 SOIL EVALUATOR SOIL EVALUATOR �' ;� i� 1 \\ / 7. EXISTING UTILITIES WHERE SHC VN M. FITZPATRICK M. FITZPATRICK y^^ ..� \ 8 BEDROOMS AT.110 G.P.B. D 880 G.P.D. ,IulUllll�I"'(I' INDICATES �.. r r ,���'.- IN THE DRAWINGS ARE APPRC IMATE. SOIL CLASS: SOIL CLASS: . !:,i{I,,iI 't''t!I PERC. """ +Bryl ' I \ \,'� THE CONTRACTOR SHALL BE f _SPON- 1 1 TEST ' "" a f 4 \ REQUIRED SEPTIC TANK: SIBLE FOR PROPERLY LOCATIN AND 4 �~\ 760 GAL. COORDINATING THE PROPOSED CON- j \ 880 X 200% = 1, STRUCTION ACTIVITY WITH DIG SAFE L.T.A.R. L.T.A.R. _,....�` I 1 \ � SEPTIC TANK PROVIDED: = 2,000 GAL. AND THE APPLICABLE UTILITY 0.74 G.P.D./SQ.FT. - G.P.D./SQ.FT. '" �"" ��•. III t' I �� �� •4,�, COMPANY AND MAINTAINING T E �. LOT 1 "" I `� �� EXISTING U1ILITY SYSTEM IN c RVICE. `� f I ,• � OG DIG-SAFE SHALL BE NOTIFIED PER DATUM: ..�t ANg coURJ PLA 11 42 r} so3. �" " I I " THE STATE OF ( ` ���,q STATUTE CHAPTER 3 � I SIZE OF LEACHING FACILITY REQUIRED: SECTi( J 409 PROPO .�° `'o F I I \ �4 \ 'sue DESIGN PERC. RATE: < 2 MIN./ INCH ENGINEER DOES NOT GU RAN' E VERTICAL DATUM: N.G.V.D. RELOCATE[!° DRIVE I ''� �' LONG TERM APPL. RATE 0.74 G.P.ID/S.F. THEIR ACCURACY OR THAT At _ S '"" I yam'`.•� � UTILITIES AND SUBSURFACE S RUCTURES BENCH MARK SET: NAIL SET IN U. POLE ELEVATION 19.03' ^�� " I f - ARE SHOWN. LOCATIONS AND �• I ,op I5• 880 GPD / 0.74 GPD/SF - 1190 S.F. ELEVATIONS OF UNDERGROUND UTILITIES 9' TAKEN FROM RECORD PLANS. rHE CONTRACTOR SHALL VERIFY S'_'E, • ~ '`� I �� \ cq SIZE OF LEACHING FACILITY PROVIDED: N AN INVERTS OF U ILITIES PROFILE. NOT TO SCALE % rl I RT pqT AND STRUCTURESAS REQUIRI ) PRIOR EL=A �� �,.�� , .� USE L - H 3 TO THE START OF CONSTRUC` ON. TOP FOUNDATION FIRST PIPE LENGTH � �1�. \ � � `� CAST IRON COVERS TO TO BE SET LEVEL , << I I �'� 2-12' WIDE, 2' DEEP, 72 ' LONG TRENCH 8. THIS SYSTEM IS NOT DESIGNS[ FOR FINISHED GRADE. 4 FOR MIN. 2 ,�" ' ,,.�• "`� � \ I I ��, �, � � .'~ \ '`• 1 X ( +( ) ( ) SIDEWALL THE USE OF A GARBAGE GRID a f I `` 12 x 72 = 864 S.F BOTTOM A GARBAGE GRINDER IS T 2 MIN. \\ \ RECOMMENDED DUE TO R COC IIZED � 4" PVC (P�RF) ti t° •� � `1200 S F TOTAL LEACHING AREA ADVERSE IMPACTS TO THE LE CHING " �� LEACHING CHAMBER I �.. FACILITY. SCHP40 4 PVC scH 40 Fes\ NAILS-.T WELL TO BE �- 1200 x 0.74 GPD/ SF=888 GPD (TITLE 5LOT \A = 5,5305 _ • :': � TILI f� POLL= . ABA NED � .. hB I=D I-G °ohs, j L ELEVATION 6 - QSEO R'( B �• 19.03' NGVD H ?94 � } I=E F ♦ P v r s WITH B.D.H. REG. 1.14 P e- jC R o SY STEM EM COMPLIES DIST. BOX TLET I=F SEPERATION N�•1\S , .P \ r' 2,000 GALLON � f,��' � � f`,r BECAUSE LEACHING AREA IS OVER 250 FT, sEPTIc TANK � �' �, p ,I, ,''` FROM MEAN HIGH WATER „ N A I NO OBSERVED GROUNDWATER � ,".,.'� •�� '� �E.�CISTING `` ' - 6 STONE BASE '9 � WELL... J BOTTOM OF TEST HOLE The BSC Group, Inc. OF . LOCUS INFORMATION INVERT ELEVATIONS. ---. PROPOSED SOIL ` .- 'TEL �V 657 ROUTE 28, UNIT 6 CURRENT OWNER: Dr. GERALD & ELISA ENTINE ( ) TOP OF FOUNDATION 17.60' A ABSORPTION SYSTEM I \ WEST YARMOUTH, MA 02673 CULTEC 330 HDV * I / I LAWN PLAN REFERENCE: LC11542R/H 4" INVERT AT BUILDING 15.07' B ♦ I TOTAL 508 778 &919 4" INVERT AT SEPTIC TANK (IN) 14.82' C I LOT AREA 1 N ASSESSORS MAP: 15 ( ) I 55,366t S.F. PROPOSED L T 11 _ 4" INVERT AT SEPTIC TANK OUT 14.57 D WALK H PARCEL: 5 1 �� (OUT) � I � � I � LAND OUR PLAI�t 11542 PROJECT TITLE: 4 INVERT AT DIST. BOX (IN) 14,22 E I ��•� ,���' ` WHITE P ID RESIDENTIAL ZONE: RF ' [ BIRCH PORC I „ SETBACKS: FRONT 30' 4 INVERT AT DIST. BOX (OUT) 14.08 F € oo / po ti r a SIDE 15' REAR 15' SEWAGE DISPOSAL INVERTS AT LEACHING FACILITY: a FF,p - `� PROPOSED EMET MINIMUM LOT SIZE: 43,560 SF F D Box ,. SYSTEM DESIGN a � FF • N. 4 INVERT AT BEGINNING �,�I �00, �� -- q o�•,,� GROUNDWATER REPAIR OF LEACHING CHAMBER 13.60 G o MAN A EXIST. r OVERLAY DISTRICT: AP(NOT A ZONE 2) Q°� / C LAWN 2 STORY l ` ��• 2 cq \/CyF,pR WOOD / ') DWELLING �� , F,� TOP of / 22C} VINEYAR! RD ELEVATION AT BOTTOM i UP ��r ".•Vr FOUNDATION 11.6 H lla �� 17.6 COTIUT, Mi OF LEACHING CHAMBER 1 -' �a _ • �� r � CONCRETE BOUND DRILL HOLE TP 1 . •� O � / � Q FOUND (HELD FOR LINE) " Co NO GROUNDWATER -°° � r OBSERVED 6.40' J 2,000 ° O �� OP. . 10 LOCUS PLAN: NO SCALE ��,•cHOF-1114 � � O �O f J�C V� yG 9, GAL. TANK PA p' J' p� O�v''' ' Yt t . � a 0AVIDJ. O Q ,C� 1 �1' 4 x 3 CRISPIN H #2 My �0 0 OQ CMt. '� `C� Q• . i�' �°j�e"�'�9)�' L a` w,wt� d �S F ` rt t- t 't I�..___�,� VARIANCES REQUESTED: _ A` k +'� Q`� a�� �• r 1 (��(/r ..il'�a ",en' q. k Sze _.� yt , ."' � : � j , ?; s. rm� i `C '� ' .'� •`dp{i,b r.�,. meµ'� � �, ,� x`¢ b�, -�yq st ^a A tt�{ 52332 J PREPARED F R: 'l/p x•"� m.wMmmrc��a4i •O' ,sy h#s # t�s s sST k v adzes+n • � �°` . e r r Dr. GERALD & ELISA HTINE NONE 31 HOLLY ROAD * NOTE: CONTRACTOR TO COMPLETE TEST PIT W/ ENGINEER .1000, ' WABAN, MA 02468 ice ;. fi xxar a ¢ i H AGENT AT LOCATION OF PRIOR TO CONSTRUCTION art ; T r r DATE: FEBRUARY 24, 2c )� AND B.O. GE FpO .. � Fo�F F�4 r , of l �fi E COMP./DESIGN: K. HEA' Y x g CZFq r CHECK: D. CRISPIN PLAN- Vi EW / DRAWN: K. HEATY S. RiCHARD i y x t r LL I ipr R u 6 P zk FIELD: DS/BC/PH/AD/ SCALE: 1" 20 FEET x t t FILE NO. 5782SP5.DWG 0 10 20 40 FT + E " r {}�3� x SHEET 1 OF 1 4y #a �' _ DWG NO . 4294 03 • ` rti4 '7 ;} JOB NO. 4-5782.00 • INDICATES INDICATES INDICATES SEPTIC TANK DETAIL: 2,000 GALLON DISTRIBUTION BOX DETAIL: NOT To SCALE LEACHING DETAIL' NOT TO SCALE REVISIONS SOIL TEST PIT DATA: PERC. - V OBSERVED V ESTIMATED TEST GROUND WATER SEASONAL HIGH 18" DIA C.I. (60# MIN.) MANHOLE N0. DATE DESCRIPTION GROUND WATER NOT TO SCALE COVERS BROUGHT TO FINISH GRADE NO. OF OUTLETS 5 1. 6/05/00 OMIT INTERIM TEST PIT #1 TEST PIT - 2 NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, 00 0 0 00 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o D-BOX GRD. EL. 17.7' GRID. EL. 16.4 REINFORCED CONCRETE. SCHED, 40 PVC OR CAST-IN-PLACE CONCRETE. FINISHED GR E o0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o o a o 0 0 00 GW EL. NONE , GW. EL. NONE 2. SEPTIC TANK TO WITHSTAND H-10 LOADING ZEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE 2 WALLS NOTES: ° o 0 uV,l II UNLESS UNDER PAVEMENT, DRIVES OR COVER 0 PERFORATED 4 PVC PIPE o0 2. 6-17-00 8 BEDROOM SYSTEM 0' ! I!il;ill ' LOAMY SAND 10YR 5/4 o 3 6 TRAVELED WAYS, WHEREIN H-20 LOADING �• " 1. DIST. BOX TO WITHSTAND H-10 LOADING o 52 12 » LOAMY SAND 10YR 5/4 1� Ili'i;' ' ti uil' » LOAMY SAND 2.5YR 6 SHALL APPLY. v +•• •v �• +•• •+ 2c � 0 1 i!'i!illl!i'Ijil jj I' I�il 13 LOAMY SAND 2.5YR 5 2 8 / 17 / "I'"III l' 3. ALL PIPE CONNECTIONS AND CONCRETE UNLESS UNDER PAVEMENT, DRIVES OR o° 00 a III{III it II'l'''I TRAVELED WAYS WHEREIN H-20 LOADING 1'-8" o0 0 0 0 00 0 0 0 o p o 0 0 0 0 0 0 0 0 0 0 0 o a ° o ° 0 0° 2' Ilililil ;ill'I;I'ili'ii'Il�llllji� lilll� 2' .II" ' ''II'�!li�l.i (.�III (�I'I�I�j . LOAMY SAND 10YR 5/6 CONSTRUCTION SHALL BE WATERTIGHT. �lu'"i it"r'ill' LOAMY SAND 1 OYR 5/6 ( '!'j » 4. FILL ALL UNUSED KNOCKOUTS WITH T 15" SHALL APPLY. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3+ :Ii l{!!lli'il l!U!!I''i'I I!' 36» 3' 32 2-24" DIA C.I. (60# MIN.) MANHOLE COVERS T ' MORTAR. " '' d• g" 2. PROVIDE INLET TEE OR BAFFLE WHERE GENERAL NOTES: EL 13.6 BROUGHT TO FINISH GRADE 6 5,5 OUTLETS I-■ ' 2 LONG TRENCHES ' " EL 14 7' TEE TO BE UNDER SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR 1 -8 1. THIS PLAN IS FOR DESIGN AND 4' 4' M.H. OPENING COVER » o� A. J oor odw .,o„ T IN PUMPED SYSTEM. PLAN VIEW - LEACHING CHAMBERS CONSTRUCTION OF THE SEWAGE ` �� 3 �a ��a� � � cbgJc �� " DISPOSAL FACILITY ONLY. //o/o z 2 3. FIRST TWO FEET OF PIPE OUT OF DIST. 5' C 5' C RAISE M.H W�L.. 4" BOTTOM ON LEVEL , ! LOAM & SEED DISTURBED AREAS 2. ALL CONSTRUCTION METHODS AND 10'-0" STABLE BASE 6" MIN. 3/4" TO BOX TO BE LAID LEVEL. MATERIALS SHALL CONFORM TO MASS. SEWER BRICK :� <, . :�. -_- �: 1 1/2" CRUSHED y, „ D.E.P TITLE 5 AND LOCAL BOARD 6 6 9 -4 & MORTAR �: 12„ :� CROSS-SECTION STONE BASE 4. ALL PIPE CONNECTIONS AND CONCRETE 3' MAX. C MPACT b FILL 36 MAXIMUM, 12 MINIMUM OF HEALTH REGULATIONS. NORMAL WATER LEVEL CONSTRUCTION SHALL BE WATERTIGHT. 7' SAND 2.5YR 7/4 7' SAND 2.5YR 7/4 3" o o°oo°000° °o°o0000°o 3" LAYER 3. ALL PIPES LOCATED UNDER PAVEMENT _ 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. PEASTONE OR TRAVELED WAY SHALL BE SCHEDULE PRECAST SEPTIC TANK 10" 20" Q o HIGH 0 00 O 40 OR EQUAL 8' 8 INLET TEE 5'-11" 30 1/2" 30.5" 00 O DENSITY O 0 0 _ 24 Q O POLYETHYLENE 0 Q 4. THERE ARE NO KNOWN PRIVATE WELLS 9111 9' )(D5'-10" 5'=7" 6'-7" " EFFEC. �Q p CULTECT 330 HD 00 OO Q PROPOSED LEACHING FACILITY NOR 4'-0" MIN. 90•BEND ON LOCATED WITHIN 150 FT. OF THE 15 1/2 DEPTH LEACHING Q EL 7.7' » 10' EL 6.4 „ - z = LIQUID DEPTH OUTLET TEE1 00 CHAMBER Q ANY KNOWN WELLS PROPOSED WITHIN 10' 120 120 6 6' = PRECAST DIST, INDICATES 150' OF ANY KNOWN LEACHING FACILITY. OBSERVED �, - Box GROUND WATER `- �= " _ f " 5. WITHIN LIMIT OF EXCAVATION REMOVE :���:::'`. ::<�:::: :.:�:' �:_��:'<E::< 46" 52" 4.6" �_ WA 1 1 2 ALL TOPSOIL, SUBSOIL AND OTHER 12' 12 WASHED STONE �c BOT�CR N LEVEL STABLE BASE ��c 3» � �,,,,J 12' IMPERVIOUS MATERIAL PLAN VIEW 7 1 f2 6. REPLACE WITH CLEAN WASHED SAND DATE: DATE: INDICATES 6" MIN. 3/4" TO ���``�� � ��'��� �'� � OR OTHER CLEAN' GRANULAR SOILS 11/30/99 11/30/99 V ESTIMATED OSS-SECTION VIEW PLAN VIEW OF CHAMBERCONFORMING TO 1 1 2 STONE SIEVE ANALYSIS: THE FOLLOWING TEST BY: SEASONAL HIGH f " TEST BY: GROUND WATER THE BSC GROUP, INC. THE BSC GROUP, INC. ° 10� (MAX) BY WT. SHALL PASS No. 50 SIEVE WITNESSED BY: WITNESSED BY: 'I 'fi DESIGN CRITERIA. <10 S% OF . 1 4 SIEVE SHALL D. MIORANDI D. MIORANDI INDICATES , TO,,=rPRQPOSED IR IGATION WELL PASS No. 100 4 D04PERC. f �,H R'ELOCATIQK <5 % F No. 4 SIEVE SHALL PERC. RATE: PERC. RATE: TEST F . 0 `r � r DESIGN FLOW: PASS Na. 200 <2 MIN./INCH <2 MIN./INCH ' e, ��. I� No. 4 UNIFORMITY COEFFICIENT 0 .. .,.,.•.•. .,.•.•..,. .•,.,.,•., , � � ,_ �' .r.. � SIEVE </=6.0 SOIL EVALUATOR SOIL EVALUATOR 8 BEDROOMS AT 110 G.P.B./D 880 G.P.D. M. FITZPATRICK M. FITZPATRICK w,. ...,.... 7• INDICATES �' � � ;Vie € � �" ` � �� �- t `` �,� EXISTING UTILITIES WHERE SHOWN li IN THE DRAWINGS ARE APPROXIMATE. IjIIIII�IIII,' THE CONTRACTOR SHALL BE RESPON- SOIL CLASS: SOIL CLASS: { PERC. u € 1 1 TEST REQUIRED SEPTIC TANK: SIBLE FOR PROPERLY LOCATING AND »» . N, \ COORDINATING THE PROPOSED CON- . 880 X 200% = 1,760 GAL. •». � �' � � STRUCTION ACTIVITY WITH DIG-SAFE L.T.AR. L.T.A.R. - �'• I � �`""•.�•, � SEPTIC TANK PROVIDED: - -2,000 .GAL. AND THE APPLICABLE UTILITY 0.74 G.P.D./SQ.FT. - G.P.D./SQ.FT. `\ d I I 9,1, COMPANY AND MAINTAINING THE lee LOT 1 �� �,° EXISTING UTILITY SYSTEM IN SERVICE ._LIAANg COURT PLA 115'42 I � I I `\ G,pT DATUM: DIG-SAFE SHALL BE NOTIFIED PER °3• I A SIZE CF LEACHING FACILITY REQUIRED: THE STATE OF MASSACHUSETTs R I STATUTE CHAPTER 82, SECTION 409 OR O I I AT TEL. 1-800-322-4844. THE \ 2 F >> DESIGN PERC. RATE: < 2 MIN./ INCH PROPO�,E� O `��, ) I .� �., .,� SR ENGINEER DOES NOT GUARANTEE VERTICAL DATUM: N.G.V.D. ` RELOCATEOr" DRIVE �s �' I `° �'� LONG TERM APPL. RATE 0.74 G.P.D/S.F. THEIR ACCURACY OR THAT ALL ,,,,�_ �p .a � I � � UTILITIES AND SUBSURFACE STRUCTURES BENCH MARK SET: NAIL SET IN U. POLE ELEVATION 19.03' "ivo" T \ I I ARE SHOWN. LOCATIONS AND �'`� I 880 GPD / 0.74 GPD/SF = 1190 S.F. ELEVATIONS OF UNDERGROUND UTILITIES w/o \ TAKEN FROM RECORD PLANS. THE 7� � \ I \ e C,q ��,__�' � �., CONTRACTOR SHALL VERIFY SIZE, PROFILE. NOT TO SCALE °9 li I , � � RT p SIZE OF LEACHING FACILITY PROVIDED: LOCATION AND INVERTS OF UTILITIES Jl ` Tjy AND STRUCTURES AS REQUIRED PRIOR EL.=A FIRST PIPE LENGTH `\� '� \ I ''� I USE CULTEC- HD 330 RECHARGER TO THE START OF CONSTRUCTION. TOP FOUNDATION l CAST IRON GONERS TO TO BE SET LEVEL ,,, " _ �� I '•5, "� � FINISHED GRADE. FOR MIN. 2' �' '',. \ I I � \ \ 2-12' WIDE, 2' DEEP, 72 ' LONG TRENCH 8, THIS SYSTEM IS NOT DESIGNED FOR 12x( )X(2)+(72X(2')X(2')) = 336 S,FSIDEWALL THE USE OF A GARBAGE GRINDER. �,.» A GARBAGE GRINDER IS NOT 2 MIN. 4" PVC (PERF) II \ 1 12 x 72 = 864 S•F BOTTOM RECOMMENDED DUE TO RECOGNIZED _ ,, - 7 •� �. 4 P „ t I '' 1200 S.F, TOT AL LEACHING AREA ADvR1 IMPACTS To THE LEACHING , , LEACHING CHAMBER I NR1Lk T'1iN WELIL' TO BE FAG �• ScH 40 4" PVC scH 4o I _ F�� � � �� � . 1 00 x 0, 4 GPD SF=888 - GPD (TITLE 5 -° s LOT \ - 5305 UTILITY POLE ABANDONED I=6 I=D I_G ems, L ELEVATION �� B 9.03' NGVD I I=E 6" H 9F 63 ♦ P(�S URA 1 0 P WITH H. R 1.14 • SYSTEM M WI ,❑, EG o Y E COMPLIES B I c S S R ,G 3 OUTLETBOX I=F P N��S ,�� P I BECAUSE LEACHING AREA IS ❑VER 250 FT, ' �`�.•�•: DIST. BOX SEPERATION t '(E � '' - 2,000 GALLON O �`� SEPTIC TANK t'4, 4,, •_-•_ FROM MEAN HIGH WATER 6" STONE BASE ( NO OBSERVED GROUNDWATER ' Gy /tEXISTING {, s J BOTTOM OF TEST HOLE `�� ( �A S WELL�.,E ` W" The BSC Group, Inc °Ge °F LOCUS INFORMATION INVERT ELEVATIONS: AR1NG _u, •... ,. w TEL PROPOSED SOIL p. 657 ROUTE 28 UNIT 6 ' TOP OF FOUNDATION 17.60' A ABSORPTION SYSTEM I �' ,,.• -"' � •�,, i; T � , ''"• CURRENT OWNER: Dr. GERALD & ELISA ENTINE � ( ) 4, WEST YARMOUTH, MA 02673 CULTEC 330 HDV LAWN 4" INVERT AT BUILDING 15.07' B I TOTAL PLAN REFERENCE: LC11542R/H 4" INVERT AT SEPTIC TANK (IN) 14.82' Co. I LOT AREA ` (508) 778-8919 55,366t S.F. PROPOSED L T 11"` ASSESSORS MAP: 15 4" INVERT AT SEPTIC TANK (OUT) 14.57' D q< WALK LAID OUR PLAID 11542H PARCEL: 5-1 " INVERT AT 14.22' E � P t�, PROJECT TITLE: 4DIST, BOX (IN) ' . .���' WHITE D , , RESIDENTIAL ZONE: RF ' BIRCH PORC " SETBACKS: FRONT 30 4 INVERT AT DIST. BOX (OUT) 14.08 F ©o / � ti SIDE 15' SEWAGE DISPOSAL o � REAR 15' INVERTS AT LEACHING FACILITY: j PROPOSED CD it I- "D'OBOX fT� EMET MINIMUM LOT SIZE: 43,560 SF SYSTEM DESIGN C, 4 INVERT AT BEGINNING l 0,0. 4 q yi GROUNDWATER = OF LEACHING CHAMBER 13.60 G REPAIR o M�IV Rq \ EXIST. Q�o�, pr OVERLAY DISTRICT: AP(NOT A ZONE 2) > l 3 2 C,y LAWN 2 STORY 4, N l e Vr F� WOOD / ~ co l O G'q�00p'� RFF R y TOP OF / DWELLING .� 40F 220 VINEYARD RD cn ELEVATION AT BOTTOM U.P � sy�1ti FOUNDATION j OF LEACHING CHAMBER 11 .6 H CONCRETE BOUND / DRILL HOLE TP#1 ��o° . Q.a� '' P„ I' COTIUT, MA FOUND (HELD FOR LINE) � p �, NO GROUNDWATER a ^� �� LOCUS PLAN. 6.40' J � (Y � N❑ SCALE SNOF OBSERVED 2,00o O 0 oP. o �� } GAL. TANK S PA p /J o �r i �`V © 0' � SF`� �P4 a� r�'��.,Iaa �A� �„ *,t��' ,s� � � 1 ° W1Y ID J. TP 2 TO O Q,r � t a z t <� 3 CRISPIN y # •, „ �C Q' • Y/ h aR 1'#,4 Y�`vy ''' .�+. v` L 2 .,k '4' cli VARIANCES REQUESTED:cli CD a� f�{fP �e1 � s kf1x vS to v addts ...... - ..•° 24` �' ,itP ty �� t { t PREPARED ...,... O .., .... ......... ...... 40° �,w„„ it,!,,,E �+ •1�'��, '3 ��� :t. r ���}.' � R " K'f r � .�+s 3*.i,,,,. zt `; OR LISA ENTINE NONE ........... ROAD,,,,, , s x > L tss r t':�.a t l * NOTE: CONTRACTOR TO COMPLETE TEST PIT W ENGINEER "Cry'' � }ray � � / � � ��} ��'� L , �� �� � WABAN MA 02468 � t� s ,` � �. £`ii'r rZ�"+�.vy �c z^ .���e t�i�s23''� , I / -' NV r 1 1 eC �A' .x'� �i s. '4 : S''x •y `e F z € 2 s DATE: FEBRUARY 24 2000 �, AND B.O.H. AGENT AT LOCATION OF PRIOR TO CONSTRUCTION Fo n FOp '' � , �Y, ?r ;,s, r ,s ',� k , > F '7` � 3` a:^ R w t s � '�i� i ' a�'. mt "�`'� 3€ A c: a , � �4 a 3 e -p y ,..r..,."�"• .» ,` ^a� $'s^�''�`3 ' t, ~ ='v, 'a°',mot L' 0. e s. Y.. COMP./DESIGN: K. H E ALY Lo In F Cx Fq�, �' �C���� ��� �� � i �t � � �� tj,=� s g ary CHECK' D CRISPIN Cu cc LIM PLAN VIEW r R kr � � a yR9 i g x S rt zz� DRAWN: K. HEALY/S. RICHARD N ��� FIELD: DS/BC/PH/AD/ _ 3. .,''+s co SCALE: 1 20 FEET ,.0 r L�C7 *€ a, Y k435 t '�F�+ •a r Sa'', E t TiF i" [�, �,*=I R r„ C rtr r rG 1 w. FILE NO. 5782SP5.DWG '� { �' � S *>' ,SiS.• ,ri''r fY t . 3 r d f y'2r(i Z 'k. -acv tt , z cl- u'4 b .� ., 5 a�tr h a,'�x l el e .a* �r "s�•= � � � a ty c a'*i ''k� kx. .-,'� Y� _ z;a 0 10 20 40 FT. ,E ' s , �� S fi y 4294-03 � z i _ r�� � }'���,� �, � u ���r = T � 4 SHEET 1 OF 1 „ JOB N0. 4-5782.00 i •,'t .... .,Y ,.:: 7. ,: ,.�,. .... .:l, : Y..,n r.... :_*�".4.-- .�,. ..".1 '}"''. ::.tVt'y� I PacaVi Pon r7) \ r• ' e i Ill + lit To Dmutt' i1 Li i , � f .C3edroc>�n � � f p L jL j J-.•.. r 1` Law VW41 foom 1 • 1 Des ij n � p1 t r i o he o r) ` e >� D -Ate : 912d a� � Scale • b -_•..+.._�. .rr.•aVr+r�..�..,�+`�-•r•�_+r+�M-M... --. _.. -..:_-w-_.r.,....sw.i......1'a*.,^_r+•.!'rg•a.�•+.r..._�.._ra_...__.�,. s.._..._.a..-v,_._...�w,.•..-...w-_�...»".._+r.,..-.,....,-...•M••_..._-.w_.r.-�. ..-_.. _..w.-.... _,"..__-.._�..r,.-__—._.�-_•mow_._..-..»_�-_.-».. _._._.._.__-s.____ __,..._.+_- +w.•.--._...._._...___.._.....w...�,_«..._.,r_�_.._ ...____ _._.«..__....++r__w.._ 4 ,..:,.r., '1< ,;+ �.•" ', 'p'`''6`• 't. ;r,"`.deE. .�"�7, �+ '4"y:F• ': � ''�i' fit r "�e� s�.. .,�:s�+:..:� ;a. ae�',.�p' . ,.t fi'•:.1' hr"',�,,.. ,. 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'*9�1,�`a�u� '�:� : . . �'r`.,CiErc'�r� :,�.x"�,�`:�' K�� E:' '"M a�. � tt ,, ,k '�, ��` � '' `�,` �i,':�.iaitc ;sd �;�l;d». ,tx+F �K^'� .�° e �'• ,:,1". `k4aa!�` s,.,c '�_:_ - ;; ,:zwn>r��. ;.�r� '�i:. _.i'x.;,;,., h6'tii.e'_s'�,t't'RI�:-- .���. `,.: �:�';�7Ci•Y��"�f�s.�. �ao-P..... :�A'n�+. ��.`.� '''. . ..ar� � ,