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HomeMy WebLinkAbout0010 BOXWOOD DRIVE - Health ' 10 Boxwood Drive West Barnstable ' } A-216 - 063 e j a (I i 4 TOWN OF BARNSTABIL& LOCATION IO L i 6 W 6 0,0 /9 A. SEWAGE # S VILLAGEW- 4©4Z.5-f A e ASSESSOR'S MAP & LOT 6&1'7� INSTALLER'S NAME&PHONE NO._ S /• ,.s1.1 C U ,M /5 el' - S 6:N SEPTIC TANK CAPACITY LEACHING FACILITY: (type)y Zt/f/1-"Tf'Af©45 (size)32-9-a 30 "`O's NO. OF BEDROOMS ' BUILDER OR OWNER PERMITDATE: I�� IJ COMPLIANCE DATE:_ Separation Distance Between the:, _ Maximum Adjusted Groundwater T4 lc to the Bottom of Leaching Facility Feet Private Water Supply Well and Leachng.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., © ,� � � .\ i� 1 I \ �� \: � � v . ' o .� ' -� , .� � a �� � r ��. .. .�`i.. � _ Y . F No. O `T / Fee a THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Rpplication for Migozal *pztem Cott.5tructfou Vermit Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) 0 Complete System ❑Individual Components Location Address or Lot No. D r OJ `� � Owner's Name,Address and Tel.No. i D boX W qq 5 'S W ice, Assessor's Map/Parcel Installer's Name,Address,and Tel.No. 33�J DesiMY, ' e, dress and Tel.No. �$ r 6 700 D-T, n�A&wVYu-,tr t 1 a� p e " �P. i'� S ,�3 . VA k)±ILV Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 33 Q gallons per day. Calculated daily flow v gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank 1 Type of S.A.S. Description of Soil Natur, of Repairs or Alterations(A swer when ap licable) O 2 1 53 O c� Y_x Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issu by this Poard of ealth. / Signe w Date% I o Application Approved by.(_!1_/ Date Application Disapproved for the following reasons Permit No. �� �iC Date Issued--------------------------------------- s --No.C —C.J ��" 5'7 / ' 'r`.:' : . :a: _ _ Fee { T.HE COMMONWEALTH OF MA�SSACHUSETTS� Entered in computer: .�, PUBLIC HEALTH DIVISION - TOWN OF\BARNSTABLE., MASSACHUSETTS Yes . �, Ropllcatiott for Migpogal *p$tem Con5truction Permit Application for a Permit to Construct( . )Repair( )Upgrade(,,-)Abandon( ) E]Complete System ❑Individual Components a Loca ion ddress or of N . Owne 's Name Ad r and Tel No. „ KL Assesso3's Map/Parcel _ 4 Vj wq� �►?--� ne Installer's Name,Address,and tel.No. kesigner, N 9, ddress and Tel.No. ) U j..` . 1�1 P.L.fA vt v1� 0.r+1 5 0�+ t I Type of Building: Dwelling No.of Bedrooms 3 Uot-Siz_e sq.ft. Garbage Grinder( ) Other Type of Building. No.'of Persons Showers( )9 Cafeteria( ) Other Fixtures Design Flow 33 Q gallons per day. Calculated daily flow ? gallons. 'Plan Date Number of sheets Revision Date Title ` Size of Septic Tank I Type of S.A.S. w .,-?,Description of Soil N Naturj of Repairs or Alterations( swer whe appplic ble)O 1" CA ej 1�O o 15 I � �Cho Q G C l� i S r I�+��t o X Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of ealth. } Signed itv o. Date<VI^`J 1,9_5 . Application Approved by Date /©// -3 Application Disapproved for,the following reasons Permit No. `�►.cG 5 S�/ Date Issued a `)- g i THE COMMONWEALTH OF MASSACHUSETTS �? BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CE ,RTIFY, t{at the On-site Sewage Disposal System Constructed( )Repaired ( /\)Upgraded( ) Abandoned( )by -S ,i) wxc Dvt,,6- ' wiA 50 at. n X <J 0� p S w Y �` - has been constructed in accordance with the provisions of Title5 an the for Disposal System Construction Pe 't NO. a�5 5 �dated I / 5 InstallerCn 11 h 1 Designer ® _ t The issuance of this permit Rhall not be construed as a guarantee that the system i u c 'on a designed. -� Date k l 1 'it t Inspector .� No. 7.9 Fee leo THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migozal *pgtem'Cott!5tructton permit .Permission is hereby granted to Construct )Repair( �tZp grade( ^ Abandon( ) System located at J0 Sz Ww, Q� (`.� w JSC3lf-tl ckbLo, ;1w. f and as described in the above Application for Disposal System Construetion 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 Date:_.- 1�d�agl S Approved by NOV-21-05 03 :53 PM R. J. CALILLAC, PL{, RS 505 775 9700 P. 01 Town of Barnstame 0 Regulatory Services Thomas F. Geller, Director BARWrABLE, 9 63s omJ" Public Health Division �FbN1I�� Thomas McKean, DirCCtDr 200 M11ain Street, Hyannis,MA 02601 Officc: 508-862A644 Fax: 508-790-6.704 I_nstaller & Designer Certification Form Date; 1� �z a_1.0 s-- _J . 014 1LL C-�--- Installer: J+ Address: Address: d o 6 7 On O( /m� _ q — l�lfJ�.v'l1__ was issued a pennit to install a (d<+tc) (installer) septic system at - teased on a design drawn by .. .�C . ._l. a address) 9 D 1 ._J'.(— _bi� ._t1?S dated . 6� �� �6 1 I61oS u (designer) I certify that the septic system referenced above was installed substantially according to tie design, which niay include minor approved changes such as lateral relocation of the distribution box and/or septic tank. 1 certify that the septic system referenced above was installed with major changes (i.e, greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. IiAOF RONALD (Insta ler's ignature) JrWW163 CAU AC u A 35772 9 (D(!signer'Qlfignature) (Affix De s Stamp Here) PLEASE, RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- RUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q Hc:,lth!Scptic/Dcsigrer C:crtiftcation Fomi f �.s'SHE Town of Barnstable •' Ism o � `9 , ' Board of Health � A 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. July 11, 2005 Mr. Ronald Cadillac, R.S. P.O. Box 258 West Yarmouth, MA RE: 10 Boxwood Drive, West Barnstable, A= 216- 063 Dear Mr. Cadillac, You are granted variances on behalf of your clients, John and Margaret Whyte, to install a replacement septic system at 10 B oxwood Drive, West Barnstable, pending the outcome of additional soil evaluations and percolation tests (see* below). The variances granted are as follows: 310 CMR 15.211: The soil absorption system will be located five (5) feet away from the side property line, in lieu of the ten (10) feet minimum separation distance required. 310 CMR 15.248: No reserve area provided as required. Section 397-2, Town of Barnstable Code: The soil absorption system will be located 106 feet away from an onsite private well, in lieu of the 150 feet minimum separation distance required. The variance is granted pending the following: *Soil evaluations and percolation tests shall be conducted in the proposed disposal area in compliance with the "Emergency Construction Notes" described on the submitted plan and four feet of continuous suitable soil shall be found. If four (4) feet of continuous suitable material is not found, this variance request is to be continued to the next available Board of Health public CadillacWhyte2005 I � b meeting for review and voting regarding "Option A" described on the submitted plan. The above listed variances are granted with the following conditions. (1) No more than three (3) bedrooms maximum are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (2) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system shall be installed in strict accordance with the plans dated June 14, 2005. (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the plans dated June 14, 2005. This variance is granted because physical constraints at the site severely restrict the location of a new soil absorption system due to the location of neighbors' wells. S' c rely you s, Wayn Miller, M.D. Chairman CadillacWhyte2005 �7 r DATE: TO"NiN OF y 4 ge TABLE . . = L105 MAY -4 Pig 2: 28MASSL . BY165 E 1 Town of Barnstable DATE:-)� f d Ba� '�bf Health 200 Main Street, Hyannis MA 02601 Office: 08 862 4644 Susan G.Ra*RS. 0 FAX S 862- W Summer Kaufman,M.S.P1i Wayne A.Miller,NLD. VARIANCE REQUEST FORM LOCATION Property Address: iY-UA3 00U�l '[)Q Assessor's Map and Parcel Number. Z-1�0 I G 0 3 Size of Lot: 15, 5 0 0 FEZ Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: 1�t e Ui APPLICANT'S NAME. Jo4�r�-+ r`11�,cot�C�� Phone Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name:,)()jj u m 19-6 n to\k y.l Name: ep,3 AL-\? J . C f 131 U LA C, Address:LV ?0�/- w 0 o D Address: U• F,C14 Z S$ Vj K\Q(Y\J L T N Phone: C G S 3 2- - Ll 8�7 Phone: 509 -7-)5 9 7 0 0 VARIANCE FROM REGULATION(t.at Rcg.) REASON FOR VARIANCE(May attach if mote space needed) IS-ZllC> , vpr4 �t"Vj r eci 1tr,Q,bvivP At, 5' 5, PCo'J" ed Y LL- t,0 15. 2y8 -L. a rCSef%1C, CArCok cavkd4E kcal - ,. cA vook to \ otc q% 44' NATURE OF WORK House Addition ❑ House Renovation ❑ Repair of Failed Septic System GreoG/ist(m be comp/eted by office stofflerson receiving vw mrce request application) _ Fan(4)copies of the completed variance request form _ Four(4)copies of eugineeted plan submitted(eg.septic system plans) _ Fora(4)copies of labeled dimensional floor plans submitted(eg.house plans or resta"nam kitchen pAaas) _ Signed letter stating that the property owe authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for True V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap varw=requests only) _ Variance request application fee collected (no fee for lifeguard modification renewals, grease trap variance renewals [same ownafleasw only],outside dining variance renewals[same ownedleasee only],and variances to repair failed sewage disposal systems [only ifno expansion to the building proposed]) _ Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rasly 1LS->CtuzR NOT APPROVED Sumner Kaufman,M.S.P.IL REASON FOR DISAPPROVAL Wayne A Miller,M D. c:\Documents and Settings\decollik\dal Settings\Temporary Internet Files\OI.KFB\VARI DOC "--/ LI ( 9/ �(�S • • r I .11 Nil � � ��l/ i►�i III � ;il�� r_-���C7+ �. it FLAM • ,�. lso FOY ORf " k Ir NOW � I RONALD J. CADILLAC, PLS,RS Professional Land Surveyor&Registered Sanitarian P.O. Box 258, West Yarmouth, MA 02673 (508)775-9700 ABUTTER LIST AND NOTIFICATION DOCUMENT To: G*W N)S 1 A al - ?)C'R CzZ D F SALT 1-1 Date: Re: Proposed Project at: 1 © F)Q)t W OQ� AM Z 16 Lot Owner/ApplicantN Signature: Date Notices mailed: ABUTTERS: Maps Ll b Lot A Map o I� Lot(q2. Tjk Q rnAS W . G u EST E L t Nxym, poux-S 37 (Zln gl�- eoA o w gtaev.�STaF���, tinfl. ©Z 6660 w �Atz.rv.S c 3C. �m� QZb& � Map ,I1 Lot II MapZ16 Lot Z( Jr-,F�+��I, s CVlS Q-t L- m_ �A Lt,FAv 2� `11t�6� ROPt- ego �1915T Pm64kW ) 114)�- SEQv�C t o t'�Ige.�s i A 3G�. E mA azbb8 8<-L 3 ST�, mrf),DroS pa re w A pA -7�8`� Map .)b Lot_Ik MapZJU Lot �d >� t\ 0 -C>. ow G,05 m�� flfL� rfi 4- 1Cv2 Co. 6A eo,c AIs e mA oZ 618 t� � `C3�R.Q.S'C A 3L C , mA, Map Lot Map Lot— RONALD J. CADLLAC, PLS, RS Professional Land Surveyor Registered Sanitarian P.O. Box 258, West Yarmouth, MA 02673 (508) 775-9700 ESTIMATEMORK ORDER Date: May 4,2004 Client:M/M John&Margaret Whyte Locus: 10 Boxwood Dr. 10 Boxwood Drive AM 216/063 W.Barnstable,MA 02668. Phone: 508-362-4897 Job: ,septic design site plan ❑stakeout ❑ asbuilt ❑prop. survey ❑ other Description: Prepare conventional Title 5 septic upgrade plans for existing house. Town pert fee is additional Backhoe expense at percolation test is addition Inspection at time of construction is addition Filing for Variances from Board of Health lus fees&postage (includes attending one hearing) Not Included: (If encountered) Cost to find nearby wells if location unkown is additional, additional perc tests,repair of sprinkler lines or other unmarked utilities severed during perc test,Board of Health filings&hearings,Conservation filings,high groundwater septic designs with walls, pumps impervious barrier,or alternative systems,tying elevations into NG ,if nearest lot control monuments are.over 1200 feet away,utility markout,recording/filing fees,postage, delivery of plans to town/state,or backhoe expense at perc tests. Estimate of Cost: lus backhoe,perc fee and any additionals. Signature: Date: If you wish us to proceed please send a$400 deposit, and sign below,returning one copy to us with deposit. Payment is due when plans are received. C with any question. Thank you. Clients signature: Date: 01-- Page 1 of 2 a t Home: Departments:Assessors Division: Property Assessment Search Results 10 BOXWOOD DRIVE Owner: WHYTE,MARGARET A Property Sketch Legend Map/Parcel/Parcel Extension 216 /063/ Mailing Address WHYTE,MARGARET A 10 BOXWOOD DR W BARNSTABLE,MA.02668 6 2004 Assessed Values: Appraised Value Assessed Value Building Value: $97,300 $97,300 Extra Features: $2,500 $2,500 Outbuildings: $0 $0 Land Value: $135,700 $135,700 Interactive Property Map: ap requires Plug in: Totals:$235,500 $235,500 1 have visited the maps before Show Me The Map April 2001 photos available Sales History: Owner: Sale Data Book/Page: Sale Price: WHYTE,MARGARET A 9/15/1993 8792/048 $1 WHYTE,JOHN J 2508/257 $0 2004 Tax Information: Tax Rates: (per$1,000 of valuation) Town Tax $1,556.66 Town Fire District Rates Other Rates 6.61 Barnstable 2.01 Land Bank 3%of Town Tax W.Barnstable FD Tax $320.28 C.O.M.M. 1.10 Cotuit 1.52 Land Bank Tax $46.70 Hyannis 2.03 West Barnstable 1.36 Total: $1,923.64 Due to rounding differences these values may vary file://C:\DOCUME—l\Ron\LOCALS—l\Temp\ZE7GE2E3.htm 5/4/2004 R RONALD J. CADILLAC,PC,PLS,RS Professional Land Surveyor. Registered Sanitarian 411 Rte. 28,P.O. Box 258, West Yarmouth,MA 02673 (508) 775-9700 May 4, 2005 ADMINISTRATIVE REVIEW OF VARIANCES BARNSTABLE BOARD OF HEALTH To: Abutters Project Location 10 Boxwood Drive,West Barnstable AM-216/063 Applicant: John J. and Margaret A.Whyte 10 Boxwood Drive,West Barnstable Project Description: Applicant seeks to repair a failed septic system. Variance'requested: 1. Vary leach are to property line by up to 5'(5' provided) 310 CMR 15.211 (1) 2. No reserve area is provided. 310 CMR 15.248 3. Vary well to leaching by 44' (106' provided).Local Reg. Applicants Agent: Ronald J.Cadillac Hearing Scheduled: A hearing for this project will be held on June 14,2005 at Barnstable Town Hall,2°a floor hearing room,at 7:00pm. Plans are on file at the Health Department(508-862-4644), which is open Monday thru Friday,8:30am to 4:30 pm. y tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 . yarmouth port mass 02675 dOWO MPe engineeting ` civil engineers& land surveyors structural design June 13, 2005 ;; _ Arne H.Ojala P.E., P.L.S. . 1 Daniel A.Ojala, P.L.S. land.court Ronald Cadillac, PLS, RS Timothy H.Covell, P.L.S. surveys 18 Brewster Road West Yarmouth, MA 02673 site planning _ Dear Mr. Cadillac "sewage system Enclosed please find a copy of the seive analysis for the soil sample taken'from 10 designs Boxwood Drive, West Barnstable which you provided us. inspections The analysis indicates that the material is medium to coarse sand with very few fines. permits Very truly yours, 1A Arne H. Ojala, PE,PLS Down Cape Engineering, Inc. encl z t SIEVE ANALYSIS Weight Sample(Grams): 385.5 SIZE ; RETAINED WT. RET. % RETAINED: % PASSED _____________ ___ __ ind----y _(sum) ___-______-------a 1. -------------J-------------------- ---------------------- 3/4'. 0 0 0%: 100% ---------------------------------- --------------Q-i---------------------O 1/2" 0 0-------------0/o ff-----------------10- /o 3/8" ; -------------37 5_ 37.5----------- 10%�------------------9% -------------J- -------------J--------------45.2_ 82.7-----------21%i------------------79% #10 -------------34 9 117.E_____- 31%T__-______---------69% ------------- - #20 85 202.6 53%' 47% #40-------------------------97_ 299.6-----------78%�------------------22% #80 -------------61.4 361 ----------- 94%: 6% ------------------- #200 ____________ 7__ 7 384. 100%� _-- ----_% PAN: 0.8 385.5_______-__100%T--------------------0% ----------- - SAMPLE:-- -------------3-85.----5- SITE: 10 BOXWOOD DRIVE, W.BARNSTABLE I JOB NO. B05-03 MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: NOTES WHYTE.DWG 1. VARY LEACH AREA TO PROPERTY LINE BY UP TO 5'(5' PROVIDED). c.B.in.H. 1. LOCUS IS A.M. 216, PARCEL 63. a° 310 CMR 15.211 (1). 2. ELEVATIONS SHIOWN ARE TOWN GISt0.5'• r 2. VARY WELL TO ,LEACHING BY 44' (106' PROVIDED). 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED AUGUST 19, 1985. LOCAL REG. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) BOXWOOD DR. en3. NO RESERVE AREA IS PROVIDED. 310 CMR 15.248. 5. WELLS WITHIN 150' OF LEACHING ARE SHOWN. ACORN DR. 6. COMPONENTS 'TO BE AASHTO H-10, UNLESS NOTED.R/D (3 S� o 7R . INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14", o 8. IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW 2 NOT TO D-BOX EXIT PIIPES TO BE LEVEL FOR FIRST TWO FEET. c`� OPTION A VARYS DISTANCE 9. DEPTH OF COWPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. SCALE COVERS: BUILD UP COVERS TO 6, BELOW GRADE--2 ON TANK, 1 ON 0-BOX, 1 ON LEACHING \ ��y FROM WELL TO PROPOSED OAD 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP LEACHING BY 50 100 IS ( 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, PROVIDED) LOCAL REG. CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 12. IF AN OVERDID IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING ^� 37, `� ^ IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN „ .� LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. (inches) ELEV. feet 14. ALL CONSTRU(CTION TO MEET TITLE 5 AND LOCAL REGULATIONS. DEOPTH inches 92 4 ( ) 2.9 ;:; w'I 1 �` „ fill 6 �::::`:• A layer 10 3 4 ,..:;::•:.� NO GRADE CHANGES TEST HOLE DATE: February 16, 2005 Y 10yr / �J �::::::. s/°6 3 9 °�' ' % 5 ARE PROPOSED PERFORMED BY: Ron Cadillac, Soil Evaluator 16„ silt loam ti i::: 93.73f WITNESSED BY: Donald R. Desmarais, IRS B layer 10yr 5 6 PERC RATE: <2'-00"/inch (C layer) silt loam c:r :., f: :::/ To Foumd. 36 89.4 20 !: :•.. � :."':� N�F WELL p SOIL SURVEY(1993): Barn.-Plym.-Nant. complex ` C1 layer 2.5 5 4 ::;; Invert 9(0.82 (inside) GEOLOGIC MAP(1986): Sandwich moraine deposits Y Y / 25 OPTION A C '".:; INVERTS SHOWN °° ,,� - silt loam & sandy `'`'' ' ' �''"` ' 4 IN PARENTHESIS H OWES Exist. Cast Ilron ti ' ' ::.:: ON SYSTEM 84.4 Invert 90.15 96„ loam mixed =20� 17 �` CROSS SECTION. N Invertt 90.67 Use Gas Baffle (Invert 88.93) 4 INFILTRATOR C2 layer 2.5y 5/ 1: 1 �:� / a- / Exist.. Cast Iron Invert 87.83 3050 S loam sand ^ 9 GUEST » >. �1:6 ^ ry n ; +„ 9 min. cover Proposed Y 2 92,7 x 3 S=1/2 /ft - 88.3 (89.4) 144" ............. .::::::.:::::. ....:•...:::. .............; 80.4 1 P S=3 8 ft+ s medlacoarse sandy.: m I Proposed)- / / TOP PEA STONE y y / n- 1 Invert 90}.40 1500 �-- 6 rrPVC INSPECTION TH 2 1 Pro owed Septic Tank 1 _ :w/stone-20� gravels I 1 Prop owed ------ „ ;{few fines-see sieve analysis):;:; �, 92:6 BENCH MARK--N.W. CORNER OF i ; --- 24 192" "` ""`'''no""wa'e ' ' 76.4 o TOP 93.2 TOWN GIS± i 1 93.5 `V LOT 4 6544, STOOP 9 1 1 Invert 89.10) 85.8 86.9 I " I 1 �� Invert 88.00 Invert 87.8 (88.9) , , o x 93,9 x 93:4rs H. ' 1 6 Stone or compact Proposed 1 11 (12.1 ) Bottom hs 1 1 p I P Proposed 1 TEST HOLE 2 z wy 0 0 S. �'1g 4 i-4'-1+---7' X 93.8 1 1 1 I , i - 92:6 (37 ) rn (1 ) Bottom TH2=74.8 DEPTH (inches) ELEV.(feet) 92 9 \� .4 N IF rn 0 90.8 DESI GN DATA 5„ fill 91, i o Alaer10 34 i 9 `i \ 92,7 ^� Y 10yr / `• • •`'`'�:..� e� � TR 0 E silt loam i BEDROOMS: 3 WELL 92:4 LEACH AREA 16 B layer 10yr 5 6 p 5 *2�3 i` 94.0 ° GARBAGE GRINDER: No 36„ silt loam 87.8 WELL LOCATION APPROXIMATE �-" 93 : 2 8 C' ^ -� 93,7 REQUIRED CAIPACITY: 330 GPD USE 4 INFILTRATORS 3050 S WITH BASED UPON ASBUILT FOR E bQse �'Q� 91,03 0 �3.2 / �c 3:9 SEPTIC TANK: 1500 GAL. APPROXIMATELY 2 1/2' OF STONE �. E S ,/ 0 ON THE SIDES, AND 1 1/2' OF C1 layer 2.5y 5/4 BARNSTABLE SEWAGE PERMIT e F r BOTTOM LEACHING AREA: 288 SF /�/ > 9 2.7 9 .4 / / , , �1 92. "•9.2,8 t , , STONE ON THE END 70.. S MAKE A N0. 83-196 O 32 X 9 i 7 ... � 02.9LI`�PE�����LE �( )� , , , s It loam WELL p z,932 X 9 X 2 DEEP LEACH AREA. 88 87 z TH 1 / CALL R.J. CADILLAC TO SIDE LEACHING AREA: 164 SF / , , 7 �INSPECT PRIOR T A I \ E 0 B CKF LL 2 32 + 9 X 2 DEEP r 0 � ( )� WELL O ... x 20 \ 5 REMOVAL „ ::2,•8. .. E L v .. . _52� _ DESIGN CAPACITY. _. 334 GPD 76.8 IN, ::. �� / �/ n [(288 SF + '164SF) 'X .74 GPD/SF] AND UNDER iC2 layer 2.5y 6/6 DO 5 ALL AROUND 9:0 \ 9 3:64 93:0 \2,4 / / REMOVAL DOWN 14 FEETt TO medium sand \ :: MEDIUM SAND. �06. /,<v �'`• • ::� (no fines) .............................................................::: \ / / no wa er 74;8 \\\ y80, 90,04sssf 91.5 / �), 1,7 �' 9 IN, `SO4 9154 - F'r•` 1 1:7^ ry % EMERGENCY CONSTRUCTION NOTES: \ F\ :. \\ \\ 6 / 5 4 1. CALL HEALTH AGENT AND/OR R.J. CADILLAC TO VERIFY 4 OF SAND \ 90,89 / I i: : , / \\ UNDER PROPOSED SYSTEM AT TIME OF CONSTRUCTION. Bath Den Bedroom \\ 90: 90,99 �H 0 ; 92.7 2. IF 4 OF SUITABLE MATERIAL IS NOT FOUND CONTRACTOR WILL BEr_j 90.55 90,8 �.: ri <..:::: j / / Kitchen ;, DIRECTED BY BARNSTABLE HEALTH DEPARTMENT TO INSTALL EITHER / , Garage \\ \ 9108 , ... •.... ! OPTION A, OR OPTION B. (SEE BELOW AND OPTION A DETAIL) \ ® 1 .. ' \ i N F Bedroom Living Room 8th V ......... . / , i \ F \ 7 + '�::::::::: 5 \ �`'�' 91.3 ' ALLEN FIRST FLOOR 9 .27 \ 91,4 ,/ / OPTION B C� \ \\ / �� i NOT TO SCALE __ \\ \ 92:09 MAINTAIN 150' FROM LEACHING TO ALL ABUTTING WELLS AND / BENCH MARK TOP PK NAIL IN \ \ �\ ,/ 2.e VARY UP TO 2 FEET OF NATURALLY OCCURRING PERVIOUS MATERIAL. PAVEMENT= 91.20 clst F \ \ \ (MINIMUM OF 2' PERVIOUS MATERIAL PROVIDED) 310 CMR 15.415 (2) 92,7 \ \ \ \ � � 92,7 N/F F \ \ \ OWEN S F 93: \ 92,98 93:2 ,0 SITE PLAN w FOR ��• THIS PLAN IS A VALID COPY ONLY IF IT BEARS JOHN J. WHYTE AN ORIGINAL RED STAMP AND SIGNATURE. ' °x LOT 16, 10 BOXWOOD DRIVE, W. BARNSTABLE, MA. LEGEND OF Mgssq N Mgss APRIL 29, 2005 SCALE: 1 "=20' -Q} TH 1 TEST HOLE LOCATION, NUMBER , oNa �Gm R N L 9cym W WATER LINE MARKINGS WELL E OVERHEAD ELECTRIC WIRES (IF SHOWN) Bann AM G GAS LINE MARKINGS # Soso #35779 RONALD J. CADILLAC, PLS, RS, PC ; x 5 x $,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) / � � ��0- 9. ESS�°tee- / SAN,TAR\P' q"�SUR\J PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN EXISTING CONTOUR j 11 g PROPOSED CONTOUR O� ��1 �� P.O. BOX 258 -- O T G WES YARMOUTH_ MA 02673 UTILITY POLE (IF SHOWN) (508) 775 9700 ® EXISTING DRAINAGE CATCH BASIN x FENCE (IF SHOWN, NOT ALL SHOWN) IN 0 TREE (IF SHOWN, NOT ALL SHOWN) \. HEALTH AGENT APPROVAL DATE REV. 6/14/05--SIEVE ANALYSIS & EMERGENCY OPTIONS ADDED ��\ C 2005 BY R.J. CADILLAC PAGE 1 OF 1 1 i _ JOB NO. 805-03 NOTES WHYTE.DWG R.Q.25 Q C,B•/D•H, MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 1. LOCUS IS A.M. 216, PARCEL 63. 2. ELEVATIONS SHOWN ARE TOWN GISt0.5'. TO PROPERTY LINE BY UP TO 5' 5' PROVIDED . 3. LOCUS IS IIN FLOOD ZONE C ON FIRM DATED AUGUST �19, 1985. 45 1. VARY LEACH AREA ( ) 4. ALL PIPES TO BE 4 SCH 40, AND PITCHED AT 1/4 PER FOOT. (UNLESS NOTED) BOXWOOD DR. ACORN DR. `� 310 CMR 15.211 (1). 5. WELLS WITIHIN 150' OF LEACHING ARE SHOWN. 2. VARY WELL TO LEACHING BY 44 (106 PROVIDED). 6. COMPONENITS TO BE AASHTO H-10, UNLESS NOTED. ' o LOCAL REG. ' 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14", o R/D (3 3. NO RESERVE AREA IS PROVIDED. 310 CMR 15.248. 8. IF TWO OR; MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW 2 NOT TO ROAD-BOX EXIIT (PIPES TO BE LEVEL FOR FIRST TWO FEET. SCALE 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. COVERS: BUILD UP COVERS TO 6" BELOW GRADE--2 ON TANK, 1 ON D-BOX, 1 ON LEACHING 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, M CONTACT 'THE BOARD OF HEALTH, OR R.J. CADILLAC. M 12. IF AN OVE:RDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 a 13. PUMP AND) FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH ARIEA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. ro 6„ fill 92.4 NO GRADE CHANGES y Soil Evaluator silt loam PERFORMED DA E• Ron Cary a6,' 2005 A layer 10yr 3/4 ARE PROPOSED 16 1-1 93.7;3f WITNESSED BY: Donald R. Desmarais, RS B layer 10yr 5/6 Top (Found. PERC RATE: <2'-00"/inch (C layer) 36„ silt loam 89 4 WELL SOIL SURVEY(1993): Barn.-Plym.-Nant. complex C1 layer 2.5 5 4 Invert: 90.82 (inside) GEOLOGIC MAP(1986): Sandwich moraine deposits Y Y / 0.0 96„ silt loam & sandy loam mixed N/F Exist. Cast Iron Invert 90.15 84.4 HOWES Irnvert 90.67 N/F ._ F,3/ Baffle 4 INFILTRATOR C2 layer 2.5y 5/ � Exist. Cast Iron Invert 87.83 3050'S loam sand x9 GUEST Y ; 92.7 x 3 � S=11/2"/ft 9 min. coverProposed 88.3 144" 80.4 i Proposed t+ TOP PEA STONE C3 layer 2.5y 5/6 Invert 90.40 1500 6" PVC INSPECTION med. coarse sand " I Prooposed Septic Tank ___________ „ w/stone-20% gravel .� STK set 92,6 BENCH MARK--N.W. CORNER OF 24 192'� no wa er 76.4 LOT �. N s STOOP = 93.29 TOWN GIS± 93,5 93,9 93,4�S 44,spa ,� Invert 88.00 Invert 87.80 11' 85 8 ry`O x c9. w 6i Stone Or compact Proposed Proposed i Bottom TEST HOLE 2 if 5) 5 0 0± S. f �4_1g 4 �4'1---.7' --i 4 58' i i N i 1�� x 93.8 , 1 6 ' DEPTH inches 4 < ' Bottom TH2=74.8 0 (inches) ELEV.(f�e0e 92,9 N �F DESIGN DATA 18 `° 5" fill 91, � �s 92,7 x 9 � �-' h� TI \0 E A layer 10yr34 ��c �2 6 silt loam WELL F <92 4 BEDROOMS: 3 LEACH AREA 16 B layer 10yr 5/6 92.5 �c 94.0 .o GARBAGE GRINDER: No 36„ silt loam O *2.3 87.8 WELL LOCATION APPROXIMATE 93': �8 C -� 93,7 REQUIRED CAPACITY: 330 GPD USE 4 INFILTRATORS 3050 S WITH BASED UPON ASBUILT FOR E E bose y��s 91,03 Q �3.2 ' x ,9 SEPTIC TANK: 1500 GAL. APPROXIMATELY 2 1/2' OF STONE '� STK s t ' ' ON THE SIDES, AND 1 1 2' OF C1 layer 2.5y 5/4 BARNSTABLE SEWAGE PERMIT �1 e,�� ;: � 92 7 9 4 � � BOTTOM LEACHING AREA: 288 SF / NO. 83-196 92, ''9;2 8 �O ; ; SPECTION SCHEDULE [(32' X 9')] STONE ON THE ENDS TO MAKE A silt loam WELL 70 92 2.9 TH 1 2'9 ,' i CALL R.J. CADILLAC TO SIDE LEACHING AREA: 164 SF 32 X 9 X 2 DEEP LEACH AREA. WELL \ �So, x 2,0 INSPECT PRIOR TO BACKFILL. [2(32'+ 9') X 2' DEEP)] 5' REMOVAL \ 92,8 �� \ slab 'S i i 34 GP 68 \ \ 93 1 DESIGN CAPACITY 3 D 5, ,A _ .. :. 1 ; x _ [(288. SF + 164 SF) X .74 GPD/SF] C2 layer 2.5 6 6 6.8 :.. / _.__� __ DO ALL AROUND AND UNDER 64 93.0 92,4 / . �, ' _ .. REMOVAL DOWN 14 FEETt TO medium sand/ /'� MEDIUM SAND.\ \\ Os. / \<v �3.7' s ,4 192" 74.8 / i r no water ....... 1.7 1 90.04 Ssry �0< x 91.5 ��� i \ 80 \ �`�"� 91.54 ... 1 1.7� d \ \ O 6 : :: .1 hhh ... 5' � i 90.89 \ 90.99 / 92.7 �90,55 90.8 t:. , ,.::.:.,,: , \ �91,08 i i ` i P set\\ ...;�,� �� / Den \ \ `` :::::; .......:;:: Bedroom Bath \ \.� 7 + 5 �. \ F �.......... 91.3 , \ \IN, ``••" 92.8 ; A L L E N Kitchen 9 .27 \ 91,4 / ; Garage \ , g Bedroom Living Room ethI BENCH MARK TOP PK NAIL IN \\ 92 09 i 2.8 PAVEMENT= 91.20' GIST . F\ IN, \\ \ / 92.7 FIRST FLOOR \ 7INI , NOT TO SCALE \� \\ w \'4i 92,7 N/F \ \ OWENS F411, \'x 93, ' F \ 1 92,98 932 ,0 SITE PLAN W FOR ��• THIS PLAN IS A VALID COPY ONLY IF IT BEARS JOHN J. WHYTE AN ORIGINAL RED STAMP AND SIGNATURE. LOT 16, 10 BOXWOOD DRIVE, W. BARNSTABLE, MA. LEGEND s ��of r��, '��;� � APRIL 299 2005 SCALE: 1 "=-20' � , �� „ � tiCr� s r� '% r o TH 1 TEST HOLE LOCATION NUMBER PONALD W cr 2 :WATER LINE MARKINGS �� �� 0a� WELL f, ' ate ' E OVERHEAD ELECTRIC WIRES (IF SHOWN) c � �' �r\, J' RONALD J. CADILLAC, PLS, RS, PC G GAS LINE MARKINGS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN x EXISTING & PROPOSED ELEVATIONS ( X MARKS POINT) `ate"`' � 1 P.O. BOX 258 9.5 x $,7 �•-6--,, EXISTING CONTOUR � � D� WEST YARMOUTH, MA 02673 g--- PROPOSED CONTOUR 508 775-9700 UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN x FENCE (IF SHOWN, NOT ALL SHOWN) TREE (IF SHOWN, NOT ALL SHOWN) \ HEALTH AGENT APPROVAL DATE C 2005BY R.J. CADILLAC PAGE 1 OF 1 - _ - _ - JOB NO. 805-03 MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: NOTES WHYTE.DWG q ,25 - 1. VARY LEACH AREA TO PROPERTY LINE BY UP TO 5'(5' PROVIDED). C.B./D.H. 310 CMR 15.211 (1). 1. LOCUS IS A.M. 216, PARCEL 63. 2. ELEVATIONS SHOWN ARE TOWN GISt0.5'. 2. VARY WELL TO LEACHING BY 44' (106' PROVIDED). 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED AUGUST 19, 1985. LOCAL REG. 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED 4 3. NO RESERVE AREA IS PROVIDED. 310 CMR 15.248. 5. WELLS WITHIN 150' OF LEACHING ARE SHOWN. BOXWOOD DR. ACORN DR. N 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED, Q RID 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". 0 o 8. IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW NOT TO 0A 'D D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. SCALE 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. Q COVERS: BUILD UP COVERS TO 6" BELOW GRADE--2 ON TANK, 1 ON D-BOX, 1 ON LEACHING 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1 �., 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 6„ fill - 924 NO GRADE CHANGES TEST HOLE DATE: February 16, 2005 A layer 10yr 3/4 PERFORMED BY: Ron Cadillac, Soil Evaluator „ silt loam ARE PROPOSED 16 93.73t WITNESSED BY: Donald R. Desmarais, IRS B layer 10yr 5/6 PERC RATE: G2'-00"/inch (C layer) „ silt loam N /F WELL Top Found. SOIL SURVEY(1993): Barn.-Plym.-Nant. complex 36 C1 layer 2.5 5 4 89 4 / Invert 90.82 (inside) GEOLOGIC MAP(1986): Sandwich moraine deposits Y Y / silt loam & sandy HOW 0,0 Exist. Cast Iron loam mixed Invert 90.15 96" 84.4 N/F Invert 90.67 Use Gas Baffle (Invert 88.93) 4 INFILTRATOR Invert 87.83 � C2 layer 2.5y 5/ 9 GUEST Exist" Cast Iron Proposed 3050 S loamy sand 92.7 3 r i 9 min. cover ....:.::.. ::::.::.: . .... 80.4 S=1 2 ft 88.3 (89.4) 144" m Proposed /S=3/8"/ft+ TOP PEA STONE C3 layer 2.5y a- i Invert 90.40 1500 r 6" PVC INSPECTION : med, coarse sand I _ Proposed Septic Tank /stone-20% gravek:; ----------- 24" 192 `{few..fi..sa-s�as.. 'analysis)r 76.4 92,6 BENCH MARK--N.W. CORNER OF " .N� LOT 4 6S� STOOP - 93.29 TOWN GIS± I Invert 89.10) 93.5 ,� 4'10„ I i Invert 88.00 Invert 87.8 (88.9) , 85.8 86.9 Al) 93.9 93,4rS w i 6 Stone or compact ProposedProposed 11 12.1 Bottom TEST HOLE 2 h� �9 15, 5 0 0± S. F. '�94,1 4 �- p I P l 9 i .4, , 7' ---1 , 58' N 1 , x 93,8 i i I s (37') rn (1') Bottom TH2=74.8 DEPTH (inches) ELEV.(feet) 92,6 \ \ 0 90.8 '4 N /F ° 92,9 DESIGN DATA 5„ fill 91. ' 92.7 9 �� TROE A layer 10yr 3/4 0e � silt loam WELL c� `92,4 BEDROOMS: 3 LEACH AREA 16 B layer 10yr 5/6 Is, > o,5 �63 94,0 0 GARBAGE GRINDER: No silt loam WELL LOCATION APPROXIMATE ,� 93 ' 2.8 �' 2.3 93,7 36" �f REQUIRED CAPACITY: 330 GPD USE 4 INFILTRATORS 3050 S WITH 87.8 E 60S �OtJ ;.•:.. 91.03 j9 3,2 ,9 BASED UPON ASBUILT FOR SEPTIC AN'K: 500 GAL. APPROXIMATELY 2 1 2' OF STONE BARNSTABLE SEWAGE PERMIT ' ' _ ON THE SIDES, AND 1 1 2' OF C1 layer 2.5y 5/4 S L ,---' �e� F � � � BOTTOM LEACHING AREA: 288 SF / NO. 83-196 1 92, :�,28 t /�/p > 92.7 014�9 ,4 / i �/ [(32' X 9'�] STONE ON THE ENDS TO MAKE A silt loam ".:• 9 CALL R.J. CADILLAC TO - WELL INSPECTION SCHEDULE 1 229 : 32 X 9 X 2 DEEP LEACH AREA 7 a O 92 TH •1 � : SIDE HIING A E LEAC AREA: 164 SF � WELL ~'8 rsa• x �o INSPECT PRIOR TO BACKFILL [2(32'+ 9") X 2' DEEP)] 5' REMOVAL _ \ 92,8 S/fib ,5 DESIGN CAPACITY: 334 GPD 41 168" 76.8 ! [( 88 SF + 164 S GP /S ] - D: C2 layer 5 6 4 \ .. , , _ 2 �) x 74 F 0 5 AL AROUND AND UNDER y y %6 X89,0 \ Cal 3.64 :;r., 93,0 �2'4 / ; D REMOVAL LDOWN UN14 FEET_± TO medium 2 sand O i (no fines) •�,3. � 4 �O : MEDIUM SAND. ...... ....... ...... 192„ no...water. 74i.8 ~\ 7 1,7 1 �2 co 90.04 x 91,5 91'5 4 � 1,7 TEST HOLE 3 9 /:' �i DEPTH (inches) ELEV.(feet) 0 90.8 \ 90. 1,ITH 7� :' r f::. , , Bedroom Bath Den 5„ fill 90,99 7 ':T 3 ,' \ ) 92.7 A layer 1Oyr 3/4 0.55 T 90.8 i.: ! \ i `/ Kitchen silt loam t. . 16,1 :y f. .. O , Garage B layer 10yr 5/6 I \\ \ k91,08 .° . r : / „ silt loam doom Living Room 36 87.8 N /F 91,/ ALLEN Y Y / \ \ � 92,8 FIRST FLOOR C1 layer 2.5 5 4 9�,27 \.� x 914 ; �/ silt loam NOT TO SCALE �\ �� ` 165" 77.0 BENCH MARK--TOP PK NAIL IN 92A9 2,8 ........::::.::::::::..........:::::..............;;. PAVEMENT= 91.20 GISt F\ \\ \ i #C2:::layer:::2.5y 6/3; ~\ s< \ 192,7 :med. coarse sandi'i: (no fines) ... 72.6 \ � no water 92,7 N/F OWENS F \`� \� 93, \ / 92,98 093.2 0 SITE PLAN w FOR ��. THIS PLAN IS A VALID COPY ONLY IF IT BEARS JOH N J. WH YTE AN ORIGINAL RED STAMP AND SIGNATURE. LEGEND LOT 169 10 BOXWOOD DRIVE, W. BARNSTABLE, MA. -Q} TH 1 TEST HOLE LOCATION, NUMBER �-� ` �` OFM�ss'�ti j�AOFMgss9c APRIL 29, 2005 SCALE: 1 "=20' W WATER LINE MARKINGS �� R NALD E OVERHEAD ELECTRIC WIRES (IF SHOWN) WELL CADILE � ES [ G GAS LINE MARKINGS Y 9.5 x $.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) �F o Al `' RONALD J. CADILLAC, PLS, RS, PC EXISTING CONTOUR / SgN�TARPN ���oSUR„E PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN 8-- PROPOSED CONTOUR P.O. BOX 258 0 UTILITY POLE (IF SHOWN) O WEST YARMOUTH, MA 02673 01 EXISTING DRAINAGE CATCH BASIN G (508) 775-9700 - x FENCE (IF SHOWN, NOT ALL SHOWN) 0 TREE (IF SHOWN, NOT ALL SHOWN) REV. 8/16/05 -TEST HOLE 3 ADDED & EMERGENCY OPTIONS DELETED - HEALTH AGENT APPROVAL DATE PAGE 1 OF 1 REV. 6/14/05--SIEVE ANALYSIS & EMERGENCY OPTIONS ADDED 2005 BY R.J. CADILLAC \ C