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HomeMy WebLinkAbout0074 LADD ROAD - Health 74 LADD RD. CENTERVILLE IN A = 206 057 i No. L Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes 3Z� PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS P01pprication for Migooar bracm Conotruction Vermit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) O Complete System El Individual Components Location Address or Lot No. '%A.4D Y? 7tcl Guilts Owner's Name,Address and Tel.No.Assessor's Map/Parcel —1 d n6 0S Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. '3A,4Q1LLP#A8 3� Type of Building: Dwelling No.of Bedrooms _ Lot Size sq.ft. Garbage Grinder(O) Other Type of Building 27 , ( No.of Persons Showers Cafeteria(� ) Other Fixtures Design Flow D gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil 1 1" S'A,,.I.x Lm,—4 1 Y"( L4,jjjj, s-0-d 3 o" 1^4tu.y 5 y,� Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been ' ue Board of He lth. Signe Q Date Q " Application Approved by / / Date Application Disapproved for the following reasons Permit No. Date Issued TO 0 BARNSTABLE LOCATION SEWAGE # q — VILLAGE o4f rVi ' ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY 1500 LEACHING FACILITY: (type) S (size) � J rd NO. OF BEDROOMS 4 BUILDER OR OWNER i'Z J CQ n � Jr. PERMITDATE: I /` COMPLIANCE DATE: (17L5 koo I 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 1 T �— l 1 L� ._ �� ti !17' 17Z- t CRAIG R. SHORT, P.E. 23S Goat W"=Road P.O.Boat 1044 TonO Olt South Dennis.AAA 02660 Fax (WS)398-3083 PROFESSIONAL CIVIL ENGINEER,SOIL EVALUATOR.SEPTIC INSPECTOR SEPTIC SYSTEM OgSIGNS,COASTAL 6 BUILDING DESIGNS TO: ' Taal McKean Halth Diroctor Bamstable Board of Heakh 367 Main Street Hy&wis,MA 02601 R& ' CERTIFICATION OF SUBSUIVACE SEWAGE DISPOSAL SYSTEM LocxnON of SYS-MM: 78 Ladd Road,Barnstable(Ceoterrille) CLIBtyI':Philip B.Meaay Jr Tcast PLAN DATE:•3/19/99 Last raised 3/22100 Ftt.a w 1-842 BATE(S)OFnTM OF INSPECTIONS; 04/27100 iaspoct Site 05f0 M Imspocx Footing Stool(Take Pict) 05/18/00 lnspocx Wall.Stoal(Take Pictures) OS/24M Inspect Asphalt&Vinyl(Take Pictures) 06/15/00 Inspect S.A.S„Septic Tank&D-Box 0611900 Inspect dt Measure for As-Built 1, Craig R.Short; Civil eor, ddy licensed as saeh in the Commonwealth of A�=achusetu, do , hareby certify that this Sim has visually iaspec W the=shvcted subsurface sewage disposal system shown on the refmwtcod approved p1m ad futtha ca*that the system. as coastrucced and shown au dw attached As-Built,gervally oonforan within acceptable tolenmce to the rogtdad ms, as varied set forth in 310 CMR IS.000 and the Town of Bamaprabk Board of ReaUh Rgpda ions. ;. 46 Craig R 86rk P.L.Fm&m Daft tx: File 1-842 Client Philip E.Maaay Cow"" Bevilaogma Coms"ation Rob Donaldson Barnstable Conservation Commission z TOTAL P.a3 PROJECT DESCRIPTIONt ! 3114 IZ A \ l ! AA A�'. 4.. are .47.,�' H N 3/�Z' q4.4 _49 F _ZwV yi_�ww4!_r_i a w �pO•pR� . - •'1► • �7 ram„ _ p/-i.�!� Ila air 1_a'o Mir AS= FOR. PM Al p E M 94Ny CMG FL SWRT RL = MA!G ��� �Ocu�: 78 4AW-0 X-C PA am 10" SNORT �r CIVIL '^= TOWN: Z'1A2A�S TA8l.�G C P�ol�r�wul OW a gd ow k ow No. 2 To83 U=rmd Ca mo m awpwvbw waspga a 0 .10 ; �ECI Si �%/ DATE: Oo Fi 1.1i �" 640 ra s.p -ssr-Plwr-mpA ASM��1mm coop" f OAlot�1�68311 F���� • eo SHE" / Ov ! Fee'. "} «Entered in,com uter: THE COMMONWEALTH OF MASSACHUSETTS, � P 3 Z PUBtiC HEALTH DIVISION -TOWN OF-BARNSTABLE' MASSAC ET USTS Yes 01pplication for Migpogal *pgtem CotVaruction der' mit Application for a Permit to;Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components i Location Address or Lot No. '?$AAD A 7t1d �e of e.curlt/� Owner's Name,Address and Tel.No. "dd red 1?.ta.j-U/Tom— , Assessor's Map/Parcel -1 r06 Installer's lyame,Address,and Tel.No. Designer's Name,Address and Tel.No. CC�� / aka c Type of Building: Dwelling No.of Bedrooms Lot Size 3 Y(o© sq.ft. Garbage Grinder(D) Other Type of Building TI . , ,a t No. of Persons Showers Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title T .Size of Septic Tank Type of S.A.S. Description of Soil I J" Sn �,�/fit / J?`' 6 o�tH s d Z 30" Ito/es y 50H d °8 Ca .e e yi.,d Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue Board of Health. q Signe �. °'' Date ! Application Approved by i Date Application Disapproved for the following reasons t �> Permit No. , 1 Date Issued 1. �, THE COMMONWEALTH OF MASSACHUSETTS r BARNSTABLE, MASSACHUSETTS Certificate of Compliance �I • THIS IS TO CE IFY,t at the On- 'te wa a osal Syste Co cted( Repaired( )Upgraded( ) Abandone )by i ' > at ' i a constructed in accordance with the provisions of`Title 5 and the for Disposal System Construction Permit No. ' dated. _ Installer Designer N "y''F.r�` F A A Q The issuance of s petmit sha'�1 not be construed as a guarantee that the s s e .6wi11'function as d iigned. , ) r Date Inspector > :�`��/ / v / No. ) Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS migpogaY pgtem Congtruction Permit Permission is hereby grant Co tru t Repair Up r System located at / and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. f 0 � Provided:Construction must be co let- within three years of the date of thi $e rmitr �� / Date: / Approved by - f R��l J 10 * alterations & additions to EXISTING RESIDENCE 40 LADD ROAD, CENTERVILLE, MA June 15, 1999 ARCHI-TECH ASSOCIATES, INC. FRONT ELEVATION t r .Qytlwnwmw�4mmew.wurmsv1�/ .¢ktlY`1C�i�d�,:d'S.R::OR.^<'.!PJ,XLM:.:.IiS•:r.�......t..nvwA'/::.•:NY.;!�.......�-.-.........r. ,.. r ............. rear elevation existing 20' r- 16' 4 �t side elevation i Ex+�fc{• Houma t m.e• Cki-h uP 6t• �}rr�oi?l L'��Irtern tcccnte new Mudrrx�n + I , �I—oh FIRST FLOOR PLAN 1/8" = V -0" 1� I 1 1 I � � -io r.�rtx.+c tr�irm. G� P�Irot' , I 1 I I i I 1 I ------------------- � I alterations & additions to SECOND FLOOR PLAN ! EXISTING RESIDENCE 1!8" = V -0" 40 LADD ROAD, CENTERVILLE, MA r June 15, 1999 I ARCHI-TECH ASSOCIATES, INC. i I -f�, 1 1 )�Mcn i I p n EXISTING FIRST FLOOF I c V LIV as �- 3 Public Healfh Division Town of Barnstable PO Box 534 © Hyannis,Massachusetts 02601 Q Fax(508)775-3344 Phone(508)790-6265 . 7 V 0 0 0} } Z N j Z i Public Health Division Town of Barnstable PO Box 534 Hyannis,Massachusetts 02601 - Fax OW)775-3344 f�4 Phone(50�7K0 E2 L5 ! • CRAIG R. SHORT, P. E. 235 Great Western Road P.O. Box 1044 Telephone(508)398-8311 South Dennis, MA 02660 Fax (508)398-3063 PROFESSIONAL CIVIL ENGINEER, SOIL EVALUATOR, SEPTIC INSPECTOR SEPTIC SYSTEM DESIGNS,COASTAL&BUILDING DESIGNS TO: Tom McKean Health Director Barnstable Board of Health 367 Main Street Hyannis,MA 02601 RE: CERTIFICATION OF SUBSURFACE SEWAGE DISPOSAL SYSTEM LOCATION OF SYSTEM: 78 Ladd,Road,Barnstable(Centerville) CLIENT:Philip E.Meany Jr.Trust PLAN DATE: 3/19/99 Last revised 3/22/00 FILE#: 1-842 DATE(S)OF/TYPE OF INSPECTIONS: 04/27/00 Inspect Site 05/08/00 Inspect Footing Steel(Take Pictures) 05/18/00 Inspect Wall Steel(Take Pictures) 05/24/00 Inspect Asphalt&Vinyl(Take Pictures) 06/1.5/00'�' `,`InsIi&t`S.A:S.;'Septic Tank&D-Box 06/15/00 Inspect&Measure for As-Built I, Craig R. Short, Civil Engineer, duly licensed as such in the Commonwealth of Massachusetts, do hereby certify that this firm has visually inspected the constructed subsurface sewage disposal system shown on.the referenced approved plan, and finther certify that the system, as constructed and shown on the attached As-Built, generally conforms within acceptable tolerance to the regulations, as varied, set forth in 310 CMR 15.000 and the Town of Barnstable Board of Health Regulations. Craig.R. 8fiort,P.E.,Engineer Date cc: File 1-842 Client Philip E. Meany Contractor Bevilacqua Construction Rob Donaldson.` Barnstable Conservation'Commission . ru PROJECT DES.CRIPTIO.W. .SE�'T/C SyST.�M � S ,! V/GT" I I I I 1 F At ?. o .a q _ Q o�r.SET _ 7ES ... LA.3' _Zf 318'---- ' A I 37.6_ AZ 2.7.0 N ZV_01 F_ocn+aAi-ra�u /040 - N a sT, ti - ----- 9 98 ' �Tov7- 9.7/ D:.Q m vT 9�50 Member ASCS FQR: Ph//41 P E M EANX Sr TRGI,S CRAIG M.SHORT. P.E. Locus: 78 LAZ D ?Z17 P.O.BOX 1044 , GRAIG c� SOUTH DENNIS,MA 0.2660 SHORT o OWN: 23/92NS7R,0 -� C Professional Civil Engineer-Soil Evaluator " CIVIL c^ Ucensed Construction Supervisor•-Septle Inspector No. 27483 ,l Septic«Slta•-Plers:•,Structurss_•-House Designs A� RF O a DATE:. 2 00 FILE # Office:(SW 398-8311 Fart(50'398_+2083' N, E - SHEET OF TO O BARN STABLE LOCATIONrq4 " SEWAGE # _ 3 VILLAGE ASSESSOR'S MAP & LOT n0b`A 5 I INSTALLER'S NAME&�P�jHONE NO. 1 I SEPTIC TANK -ACITY 1500 I —Z LEACHING FACELI TY: (type) SYA 14ufo rS (size) fAjj ixhrd NO.OF BEDROOMS 4 BUILDER OR OWNER I Jr. PERMTTDATE: / �03' 90 COMPLIANCE DATE: 0 0 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 p F-1 SAE-2-4, BF -� I P�e -2.z}3 56 _4-7.2 , fAGJAH -� DI J °2' S - ,0. 5, 1. 27 v Jrl' F- -E 1 DEED RESTRICTION WHEREAS, PHILIP E. MEANY, JR., TRUSTEE OF THE LADD ROAD REALTY TRUST, u/d/t dated recorded with the Barnstable County Registry of Deeds, Book q S 6g Page )7 D is the owner of 78 Ladd Rd. located at Centerville, MA(hereinafter referred to as `Ladd Road Realty Trust") WHEREAS Ladd Road Realty Trust is the owner of said lot and has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a variance from the required 100' set back from wetland to 50' and to obtaining a building permit for this lot; WHEREAS, the Town of Barnstable Board of Health has as a pre-condition to granting .the variance from the required, Vro 100' setback m wetland to 50', and authorizing the issuance of a building permit for the construction of a single family home on this lot is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be.put on record with the Barnstable County Registry of Deeds by recordingthis document. nt. NOW THEREFORE, Ladd Road Realty Trust does hereby place the following restriction on its above referenced land in accordance with its agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1. 78 Ladd Rd. Centerville, MA may have constructed upon the lot a house containing no more than four(4) bedrooms. Ladd Road Realty Trust agrees that this shall be a permanent deed restriction affecting 78 Ladd Rd. Centerville, MA. For title of Ladd Road Realty Trust see the following deed: Barnstable County Registry of Deeds, Book 9 S6 9 Page 17q . ri s EXECUTED AS A SEALED INSTRUMENT THIS ff7W DAY OF DECEMBER, 1999. C PHILIP E. MEANY, JR. COMMONWEALTH OF MASSACHUSETTS County of W o n vj!53 jV� , ss Then personally appeared the above named Philip E. Meany, Jr., who acknowledged execution of the foregoing instrument as his free act and deed, before me Notary Public My commission expires: fi BAFw ISLE CC, PITY RY A TRUE ropy,ATTEtS't JQHN. AgE,a )f RErf8'TER BARNSTABLE REGISTRY OF DEEDS SOIL TEST : j DATE OF SOIL TEST TOP OF FOUNDATION 20 FT. MINIMUM 'ROM CELLAR I .__ __ _.-._._ _________..__._r__._______..______.�.__�.-___ _._ � '4 RE-BAR n L t_ n R n 1-u N n SOIL TEST DONE BY • s' `'' � '� ' .a '� 10 FT. MINIMUM FRUf4i SLAB OR CRAWL SPACE '"- ---- rMTNES'SED BY - ''nr. ELEV. I Z '4 3 -� 10 FT. MINIMUM CLEAN SAND » T n P VI/ 3 ' t)V F R I-A P, , t�� + rdG.vD 0 z4' HDCI MANHOLE' EL I)1 r 11rIJ . OBSERVATION HOLE 1 -. -•- 4' HD H r LQAM AND SEED rTJ�T,c� t r 6 3„ �' _.7 � t t 111 I t Ittl t c t�I Ur:I•:(. I I: S I R(_NGTII r v - 3 , (10I) f S 1 PERCOLATION RATE MIN./lNCN AT _.._ INCHES 4' SCHEDULE 40 PVC PIPE -I� 1-v' ".. -_.__ ___ ^''__"__4_ t 1 I t! i t tt)hl 11-1 I >1 R I N�,TH F h = L 0 , 0 0 0 P S ! r DEPTH HORIZ COL MOTT. OMMIH _ MIN. PITCH 1/8' PER FT. (.M AX.) _ - - 2' LA YER OF 1/8- TO 1/2' 3 M N. j - .. /,(.L CONNECTIONS 6 SPLICES TO 13E TIED ('I:R CODE SHED STONEVENT __. �- __ RE-BARS (1 18" O .C . WA - ..�...-.--. 4' CAST IRON PIPE - - -- NOT REQUIRED { .4 CA '" y `t- - --- r►� Rr�' -DARS co 9" O. C. TOR EQUAL) MINIMUM -�7 ______-_ ---' ----- - --- - PITCH 1/4' PER FT. - _L_ j +'1ifi ,? ? 1 CU. FT:. OF - _ I --------------CONC$ETE + ASPtIALT COAT F DOUBLE ANCHOR i c < _ "'' _ FLOW LINE -- _ 1 �$ °' - s ,- _Y LnNT G MIL P O l �!:A _ r i ,.•. • ELEV. - MIN. I O o ° Y I 1 _ELE V/. LE L F ELEV. = - -J BAAF S i ELEV w _ _.. 6" SUMP ELEV. = (MIN �'.,,,._....., � - - .�' --�' DISTRIUTiON / t� �,kl r 4 L i J G r•; l .� i r'� ELEV. _ � W ` RE-BARS (? 1 fl U . C . L} UID OUTLET - BOX 1 X _._.: � W I"t•* STONE IN AN � � \ � n l 0 N G - FINChiES (TO BE PLACED ON FIRM BASF_) ? a - I -- - - WATER ENCOUNTERED AT r ELEV m 0 BE WA tER TESTED " - -�- - - .' : . ., - .,, .a r_' E?�r, FORMATION - .,. 'N --�--„'-'-- . 5 FEET 19 INCHES GALLON IF MORE THAN ONE OUTLET _.- --- -- � �, w�✓ I � - -. _._- 'r_�RE WELL tr t f v. - - 8 FEET ?.4 INCHES ► h 1 7 E7 _ 34 INCHES J SEPTIC TANK (�o BE PLACE;. ON FIRM BASE, SOIL ABSORPTION ZONE .9T _ � - --=-�-- AS SHC)w^/ 3/4" TO 1 1/2" -' � �S� �M ��5 A S� INDEX 2 -�� � WASHED STONE ADJUST 2. - *I _:._. ___�j �_ t__ - LEGEND: DESIGN CALCULATIONS 4 NUMBER OF BEDROOMS _ USGS PROBABLE WATER TABLE ELEV. _ _ 0.82 ��'" -- - DISPOSAL UNiT _. O j t7J� CoM 3'��T£D -s^NO EXISTING SPOT ELEVATION OOxO GARBAGE SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / 'r - ) ELEV. _�._ - 0.89 __ EXISTING CONTOUR ----00- -- ''-'"' TOTAL ESTIMATED FLOW NOT TO SCALE BOTTOM OF TEST HOLE ELEV. = WATE ^� 1?9- FINAL SPOT ELEVATION EDGE ,'VRI�I' i•1NAL CONTOUR ( 110 GAL/BR./DAY X 4 BR.) GAL/DAY RE MINING WALL DFSI(N SO'L TEST LOCATION REQUIRED SEPTIC TANK CAPACITY GAL UTILITY POLL ACTUAL SIZE OF SEPTIC TANK ` GAL BUOYANCY CALCULATIONS: TOWN WATER �•W SOIL CLASSIFICATION L 15W GALLON SEP 9, : TANK O � � 1•�37 .-. - 3.5 CATCH BASIN �®� DESIGN PERCOLATION RATE � '�_ MIN./IN. yIQ{ #Y Of WATER DISPLACED J:9 � WATER s - ' 20_- �1 72 g EFFLUENT LOADING RATE 0.74 SO. FT.GAL/DAY/S.F. e.,v G`' LBS• � / S/T SET E WA�2 CLEAN OUT -_ C•o LEACHING AREA SO. FT. WEIGHT OF ,4NK r')FR MANUF ACTIJRER `_?.3 'L ' •.. / CESSPOOL C.P. WEIGHT ( ., 3.23 LEACHING CAPACITY (AREA X RATE3GAL_/DAY �4 3.08 RESERVE LEACHING CAPACITY GA /DAY } EXCESS WEIGHT TG O1�F.-T PLOTATION _ 09 2.95 121 L 1.15 _ -- - 136 .41 - EDGE WATER -SM10 �_ --�� - 2 Inspection of the construction of. septic system and concrete breakout barrier wall : EDGE WA 3.16 3.14 TOB 1� NOTES: ? 44 �-EDGE WATER _ 24� 1) Stake out of concrete wall --T- F `�- FLAG-SM9 E 3 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. r EDGE: WATER- - ? 3.{t) -SM7 OB 5L 3 ;r , ' -"`' 92 2) Tnspection of removal of unsuitable material prior TITLE 5 AND THE TOWN OF .,;� - "°RULES AND { 3.04 REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. I 3,87 l Rt;- SM5 TO �; to placing new sand 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO 31 �� 42 q4 ` 1 WITHIN OF FINISHED GRADE- " �' FLAG- 3.23 LAG M14 g p 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF F -§ !1 330- Oh3 3) Inspection of reinforcing steel in footin rior to 1$ 2 ,EL�iG-Stvi3 f WITHSTANDING H-20 LOADING. 0 �r 5.32 �, 1 pouring of concrete 148 q•� 95 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL y 4•ps &:9 �, O T' 1-7,,0 40 S 110 4) Inspection of reinforcing steel in wall f�ri c;r to 8E MORTARED IN PLACE. OE pouring of concrete 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH -7.�- 4•1 g 78 E� 9 DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 77 - f\TOB (7 aIt and vinyl. barrier. Lior to 6.� `� n I _ OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. �74 T / 1 f 1 " It 1 � /�!//C} 4 5) inspection of asph Y p 6• UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR 4.4� /'�OB �y�s: /� �� ` ^° v P � placement of sand IS TO CALL "DiG-SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS 5.. 50 73 / T08 _ U Az (' Mi6 1.49/ PRIOR TO COMMENCING WORK ON SITE. TOES. Gr iA( TQ M�' 4?4 - � ,�f� �� ��''��.}1`� 4 -,y, 114 6) Inspection of new sand 7. ITE C NDITI IS TO VERIFY GRADES ANG ELEVATIONS AS WELL AS t-- F ATER SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARiA?lON / r'L IS TO BE BROUGHT 70 THE ATTENTION OF THE DESIGN ENGINEER ` 31 5.34 c A �?�' g' 7) Supervision of soil absorption system �.`6 fit' 149 53M j 7 (L IMMEDIATELY. 51 1 �-��r 4.OF P � .u. i �. 8- PARCEL !S IN FLOOD ZONE, j 1 64 ` 1 09 ��� 8) Inspection of 1- -rcnp Test 9. LOT IS SHOWN ON ASSESSORS MAP AS PARC`'L .. '•. �_ 5.4 lL -.:, 10. ALL. UNSUITABLE MATERIAL SHALT BE REMOVED FROM UNDER AND FOR I � rDW`� �0 ` 89 ik OE As-Built plan and certification letter. to r�" I A MINIMUM OF 5` AROUND SOIL ABSORPTION SYSTE?� AND BE REPLACED i 1 -. •• ` .� 9) iy,47; ►n YlitttlhL rvJ Jf Li.IP fLu 14`i J��v L.:Q\f iJ.G�s./,,1 t j _ g PROPOSED 0 'Mir, R TO 11 63 - ?OV / ADDITION 6.01 71 'C: < NCYTF S RESPONSIBILITY OF r CQMi ACTOR EXISTING SEPTIC- ARE TO BE PUMPED AND BACKFtLLED. " � ,. IT I TI F R SPON 9 IJC7I7 F`C 'l4iF DF.Si(aIV FTIC;INi?F.R 4$ II(A IRS - t - 52 ti `\ cam` T A'I`P !'RI(7R i '&9$ G 08 _ 62 �� 2 .� • G+tDW k, STK FN .. � Fv CAj �•Anr : .. _.: ,•. T� J si:" ATER6 �` 1 fi >l :"�,J tr. +�. J�1�a.,.t ,'ui ;",.. s �" �, .39 "•'-,`•w t � ,, 9' S9 I '�� �, � 88 '��`__ a +F? t w € J' F C"7) "tr' e, 40} N It;- SET �. f y+:. f • 8 �"`� 6.9 �Y 10 6 ~" 70 NE10/SE11� T,L s�,. a: r,tr����C. «.� .:�sr.1.i � 'f6�?,:`�� � l .�` ` r � 'l y^' f � 1 /� �Q ✓'/ca �'',.1f`'�•�w�C. •i�` :'+.� •4,'Y"�. .J �.ILf 35 42 LL 0 ` 1 5 _ / BhI. 4 C � p, A6 M20 / 117 "'. �`•"'. -_' , r- �...... 7_Qlt3 r / E3H �" 36 0 E ATER 60 7.9 C- C 34 43 GrDW 3 / 1107 { 1 C ,� EXISTING C 330 \ F 1 30 DWELLING � 44 1 T x / - J �C a D 118 87 f E W TER ! 10.17 c ' a ' jj 101 7.35 K L , ' S9 j S�?'"'I�' ` (� 1�, 10fa ,�•' �J'L 17 z�`T +� ."sr' C: �. 7 :� VIIvW �{ j%^ff�f �1 � 4' ,wt ` to "{ l� a \ � ' �Gr � APPROVED: BOARD OF HEALTH N �. 5119 oc 6`8 W TER . ' 4 g 02AV M,22 rL 7.3 ^� �.� i0.36 DATE AGENT s J 2 5?t' ' . :, t t 1015 PROPOSED SEPTIC DESIGN x GrDW ., FOR A 9 srT?W 7.16 .-�.._ c F 4 8 t RAD 82 ` } - GrDW 2b- I J :� 7.1 g �", 9. 2 ' 1 LOCUS' � , i r. - 58 Gr T 8 / "r W 0 I `� J PROJECT LOCATION t SE1019, 8 I -i� LADD ROAD t STK N(� I � '� �. ._ I RN TART.F ( .FNTFRV!LLE. - CS YOE ti �� / � 6/ 9`- 6 4 ,. 8 t ,�' ,� CWG R. SHORT 84 1 � .�' �``'.,. PROFESSIONAL ENGINEER r•1 ` R r /l ` ,�•88 .t< !.7 T� I I �c� S rO E WA�TERO '- _ P.O. BOX 1044 I � - 398�$311 SOUTH DENNIS. MASS 02650 7.49 > /.F P H I L I j E. 1 J f A f � X J R. ,�"' f�`s' � "'� �! `f � � DATE r r Y .� SCALE » _ ' L GrDW t„� I� 14AVWA,64D 1.C, REVISED _ FJOB N0. _. s , _ 1 1 ` LOCATION MAP REVISED '9 SHEET OF b 10� CRAM.R, ! !�`, P.E.