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Home My WebLink About0255 CAP'N CROSBY ROAD - Health E255Cap'n Crosby Road le A 178 t l cllll � �y� .7 z UPC 17534 % �� No.2153COR ,� ' KASTINGS.UN Fee!�✓�_ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication for Miopogal *pgtem Construction Permit Application for a Permit to Construct(V)'Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Lp 7V 2 SSr , Owner's Nne, d resS d Tel.No. GU,I-t ��,,�HYi. 6nlLr `i �sa oc,ski /M/lPkt..tw0 Assessor's Map/Parcel 19 »��v f Io (� [k)l Rd ��wam; 1 7r In st er's N e,Ad¢ress,and Tel.No 'y Designer's Name,Address and Tel.No. ol ' 4tj(ac, C,r, Y171cw �G� Cex-v,l k-h n w)61 ft-0 Type of Building: Dwelling No.of Bedrooms 17 Lot Size 31,97Y sq.ft. Garbage Grinder(N? Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow '33D gallons per day. Calculated daily flow 73) gallons. Plan Date r - Numb r sheets Revision D to Title 5117E a ;SS Size of Septic Tank /S 7.0 WIL Type of S.A.S. Description of Soil �Cf, AA 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 'tle 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been isslel thi Board of Health. Signed Date Application Approved - Date ':Z,-- Application Disapproved for the following reasons 1 Permit No. — Date Issued No Fee 1., Entered in computer: T � THE COMMONWEALTH OF MASSACHUSETTS Y PUBLIC HEALTH DIVISION - TOWN OF"BARNSTABLE; MASSACHUSETTS , 0(pprication for ]Digpo!6al-,*P;�-tem ,Cl-on!6truction Permit ' 1 •- Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) El Complete System El Individual Components .Location'Address or Lot No. 2 S - r ,&j 7 Owner's N Rq uTh /�f�des jd Tel�1o. S IK4�1t6u5k r rr�nn/c1 /(/� LtGn yr k �� Y,c.� �Y r�;<*• o Assess s Map/Parcel 192 ! / (,J», l o !1 u rc, Installer's Nre,Ad ress,and Tel.No Designer's 3 '�! Designer's Name,Address and Tel.No. P. u5cu��4�lac, ��s�. ,, J( ,- StwT�c.� k"_'j,l .f. Type of Building: a a' Dwelling No.of Bedrooms J Lot Size 3 1,9 XI sq.ft. Garbage Grinder(101 Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow -1 3D gallons per day. Calculated daily flow 7 0 gallons. Plan Date Number o sheets o? Revision D to /off Title We— Size �� T n rLl.� �cT a53 Ccn (.�/) � of Septic Tank �S��((W 6h L Type of S.A.S. Description of Soil - SCL VAA ' Nature of Repairs or Alterations(Answer when applicable) � y a 1d 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 'tle 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue thi Board of Health. Signed Date -7"c2-7-01 Application Approved b + Date / Application Disapproved for the following reasons { Permit No. — Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(Repaired ( )Upgraded"( ) Abandoned C by at - y _ has been constructed in accordance with the provisions of Title 3 and the for Disposal Syst In Construction Permit No " "I ZSated Zs' '` a�s"�' g sc Installer Designer The issuance of this permit shall not be construed as a guarantee that the syste will f�jction as gesigne . 4 ` Date�!� 2 Inspectors//A, ---ee��------------------------------------ No. +�� /e- Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS , 30i6pozar 6pgtem Con.5truction Permit Permission is hereby granted to Construct( )Repair17 ( )Ungrade( Abandon ) , System located at 01 and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this ermit. �j j Date: 7 I (�1 �)2 Approved by Av V I ? I 1 I I ' I i; t -------------, - i I j CD w is CD ...... a f Cn O Cn C CD - ----- N ti C O CDcn y C) a �N O a 4 � J�C4/�r-1tiF-Y-wo/ov/G<�=f'<�nT lord I': Ca � `'•7�, P1 klll . I 17 a i - ii t o } 6 0 d � yx W C d W GU -1� ti co C co HY ' Ni Of A11()N`::.`�r 1~rlr...I.M l:ull•Yny:Y.�l�.�l I 4 /7 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) A -k� - - I m / LI DATA i " = __... .: .. � LEGA �C�T�CES - � �' "19aRt�'+� •'r••ac.e'..t.a: ill '�� •� S ',IIt•I_ Ar •1��.aw u l ' ,t �J,�».s�` .r �:_�1'4��,,<• t t�:=ttt m,.�r .t-•a-1•t�. f :I - 1;�1a - i.. 'try,_ �•r�`��•1�s�tt.+ y -'�.�. ;d <t�°��t. .:t •y, :•: Lt a� ?�`td.�F� �"�*�1�Y��j'�,it S t,`�,t1� a,�F• ' , .:.. a� j , tal�„%�(It- _'! ,tom" ` 1 a� t.a�• ^rart�P�`� afrm az. a, ,# if it�•'f• 1� If • a,11M]EIV.ii „�'t��;�',l '+.Y.l •�'Y �},jt:.. " Y�+.1 , • dSti ft +�fit%rc� C1F�fe a� � j` y +�,yar►' ' a• ;4�~..r Y. FP (¢ 1 h S3 `++•dr�•y,�• -./sa. - �� '1'Ifl"! Ili ' •t �l?,+ 1• .dplt l',¢?•.1 r ' t t , !i� • fr'� 3°si�. 1••�,.Y*,,F�:'- y: VVIS art 1 a, a al I 1• >, t "Ci: .,r. =fir. ) •_ s' am �I,�it• 1 �.1! 11• • t•�V��y y�4�1 • 1 •`-• r •i 1 • �r at !Z� Y p,�u}l u_ del'Iti � 10 ' ... t -�• y jl lal� 't •I_ 1 i •a ., . t►' r �' e i1 1 i 71 l-2—III—�Lllllj L:�;l BAR[I'cSTABLE LAND t63 9 . Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal.2000-88 & 89 - Kalakowski Variance-Section 3-1.3 RC Bulk Regulations, Minimum Lot Area Summary: Granted with Conditions Applicant: John and Ruth Kalakowsky Property Address: 255 Cap'n Crosby Rd&6 Three Ponds Dr., Centerville, MA Assessor's Map/Parcel: Map 193/Parcel 178&Map 173/Parcel 050 Zoning: Residential C Zoning District Groundwater Overlay: AP Aquifer Protection District i� Background: 010 The properties at issue in Appeals 2000-88 & 89 are two vacant undersized lots located on either side of a f pond. The lots are in identical ownership and for the purposes of zoning have merged into one developable lot. The first lot-.Appeal 2000-88 is Lot 178, a 0.73 acre lot(0.57 acres upland)fronting on Cap'n Crosby Road. The second lot-Appeal 2000-89 is Lot 050. a 0.48 acre lot(0.40 acres upland) fronting on Three Ponds Drive. The lot lines were drawn over the water and the two share a common boundary of 54 feet in the middle of a pond. \ �� The applicant is seeking a bulk variance for each of the undersized lots so that each will be buildable under . ' zoning. --1- C_: G Procedural Summary: e-I J These appeals were filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on July 27, 2000. A public hearing before the Zoning Board of Appeals was duly advertised and notices sent to all abutters in accordance with MGL Chapter 40A. The hearings were opened October 11, 2000. At that \� -S hearing the Board determined that both appeals would be heard together and that one decision would be rendered for both appeals. At the conclusion the Board granted the variances with conditions. Board Members hearing this appeal were Gail Nightingale, Richard Boy, Dan Creedon, Ralph Copeland and Chairman Ron Jansson. Attorney Stan Nowack represented the applicant before the Board. Chris Kelly and -'- Diana Dupont spoke in opposition to the petition. 1 Findings of Fact: At the hearing of October 11, 2000, the Board found the following findings of fact in Appeal 2000-88 and 89: 1. In Appeal 2000-88 and 89, the applicants, John and Ruth Kalakowski, have requested a Variance to Section 3-1.3 RC Bulk Regulations, Minimum Lot Area. 2. The properties are located as 255 Cap'n Crosby Rd &62 Three Ponds Dr., Centerville, MA, Assessor's Map 193/Parcel 178 & Map 173/Parcel 050. They are both located in an Residential C Zoning District and an Aquifer Protection Overlay District 3. The properties at issue in Appeals 88 & 89 are two vacant lots located on either side of a pond,.each fronting on its own way. '4. Lot 178 is a 0.73 acre lot, 0.57 acres of which is upland. The lot has 40 feet of frontage on Cap'n Crosby r Road. Lot 050 is a 0.48 acre lot, 0.40 acres of which is upland. The lot has 106 feet of frontage on Three Ponds Drive. 5. The topography, with a pond between the two lots creates unique conditions that affect this locus only. 6. A literal enforcement of the provisions of the Zoning Ordinance would involve substantial hardship, financial or otherwise to the petitioner. 7. The relief may be granted without substantial detriment to the public good and without nullifying or substantially derogating from the intent or purpose of the Zoning Ordinance. The Vote was as follows: AYE: Gail Nightingale, Richard Boy, Dan Creedon, and Chairman Ron Jansson NAY: Ralph Copeland Decision: Based on the findings of fact, a motion was duly made and seconded to grant variances to both lots subject to the following terms and conditions: 1. The variance is issued only to lot area. All other bulk requirements shall be met. 2. Development of the lots as permitted in the RC Zoning District shall conform to all requirements of the Conservation Commission, Board of Health and Building division. 3. The septic system shall be located as directed by the Board of Health and shall be as far away from the pond as possible. The Vote was as follows: AYE: Gail Nightingale, Richard Boy, Dan Creedon, and Chairman Ron Jansson NAY: Ralph Copeland Ordered: Variances to the minimum lot area has been granted to the lots with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised in one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision. A copy of which must be filed in the office of the Town Clerk. Ron S. Ja n, Chairman Date Signed I Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of G under the pains and penalties of perfury. ' . Linda Hutchenrider, Town Clerk 1E " 2 Planning Labels 1-22-Sep-00 RefNo mapper ownerl owner2 addr city state zip 88 173 014 002 BALERNA, ALFRED J TR ELIZABETH REALTY TRUST P 0 BOX 457 E FALMOUTH MA 02536 173 014 003 PINA, YVONNE V 201 OAK ST W BARNSTABLE MA 02668 173 050 KALAKOWSKY, JOHN C S RUTH J 976 MAIN ST WALTHAM MA 02154 173 051 HEGARTY, MICHAEL J 6 HEGARTY, MARIANNA 52 THREE PONDS DR CENTEVILLE MA 02632 173 052 MCMAHON, SCOT M 360 BAY LN CENTERVILLE MA 02635 173 053 BEAUCHAINE, KAREN K 55 THREE PONDS DRIVE CENTERVILLE MA 02632 173 057 DIPESA, BONITA M - 11 PEEP TOAD RD CENTERVILLE MA 02632 173 058 SENOSKI, RICHARD T 10 PEEP TOAD RD CENTERVILLE MA 02632 173 059 SENNOTT, LESLEA J 14 PEEP TOAD RD CENTERVILLE MA 02632 173 060 MELPIGNANO, ROBERT TR fi MELPIGNANO, JOSEPHINE TR 35 BAY VIEW ROAD BARNSTABLE MA 02630 173 062 KLUSKY, PETER J 6 CAROLINE 40 PEEP TOAD RD CENTERVILLE MA 02632 173 063 CYBURT, EDWARD V 6 CYBURT, KAROL M 42 PEEP TOAD RD CENTERVILLE MA 02632 173 064 BARNES, PATRICIA A 10 CUMMINGS AVE LEXINGTON MA 02173 173 065 HERBST, DIANNE M 35 PEEP TOAD RD. CENTERVILLE MA 02632 173 066 HARTMAN, HUGH SANDRA HARTMAN 21 PEEP TOAD RD CENTERVILLE MA 02632 173 068 FUCILE, DOMENIC S MADELINE FUCILE 38 PEEP TOAD RD CENTERVILLE MA 02632 173 069 MELVIN, DONNA M 66 THREE PONDS DR CENTERVILLE MA 02632 173 070 SILVA, ALBERT L TR A.L.S. NOMINEE TRUST P 0 BOX 471 CENTERVILLE MA 02632 173 071 GILLILAND, DWIGHT GARY 6 GRAVES, KAREN M 129 MANOR AVE WELLESLEY MA 02482 193 154 DELEAR, FRANK J MARION R DELEAR 308 PATRIOT WAY CENTERVILLE MA 02632 193 163 DWYER, PETER 3212 HASTINGS ROAD HUNTSVILLE AL 35801 193 170 SANTACQUA, VALERIO A 4 SANTACQUA, CAROLYN J 258 OAK ST W BARNSTABLE MA 02668 193 174 GIUGGIO, ANTHONY P 6 GRACE 305 PATRIOTS WAY CENTERVILLE MA 02632 193 175 GIUGGIO, ANTHONY P GIUGGIO, GRACE L 305 PATRIOTS WAY CENTERVILLE MA 02632 193 176 MCDONALD, MARTHA JANE 250 CAPT CROSBY RD CENTERVILLE MA 02632 193 177 BERGSTROM, JOHN H 6 JOHN H JR TR BERGSTROM REALTY TRUST 295 PATRIOT WAY CENTERVILLE MA 02632 193 178 KALAKOWSKY, JOHN C 6 RUTH J 976 MAIN ST WALTHAM MA 02154 193 179 FINGADO, PHILIP C DOREEN G FINGADO 241 CAP'N CROSBY RD CENTERVILLE MA 02632 193 180 SAULT, LOUIS J 6 VITTORIA C 275 PATRIOT WAY CENTERVILLE MA 02632 193 181 BLAZIS, SCOTT G 4 DIANA E J 4 THREE PONDS DR CENTERVILLE MA 02632 193 182 MAILLOUX, ROBERT J JR P 0 BOX 2297 CENTERVILLE MA 02634 193 183 VEACH, ANNE R 28 THREE PONDS DRIVE CENTERVILLE MA 02632 193 184 DASTI, DIANE 6 STEPHEN 31 JANICE RD STOUGHTON MA 02072 Re1No mappar ownerl owner2 addr city state zip 193 185 DUPONT, ROGER A DIANE J DUPONT 43 THREE PONDS DR CENTERVILLE +MA 02632 193 210 KEOUGH, MAURICE J MARGUERITE C KEOUGH 204 CAP'N CROSBY RD CENTERVILLE MA 02632 to = 7D a z �ma � n"31 "._ cl m T '' -47 n: rr 7 D00 Jw v rrll a 2 C07 TOWN F BARNSTABLEL LOCATION SEWAGE #�9 VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAMES9&PHONE NO. • w SEPcor-6farhon TTCAPACTTY I LEACHING FACILITY: (type)l 21. E C, e 0' (size) NO. OF BEDROOMS BUILDER OR OWNERK�06 D PERMITDATE: iZ COMPLIANCE DATE: .Z Od - Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 LO RpUTE 6 ROAD" SITE & SE WA GE PLAN ACC�S e PREPARED FOR 5 JOHN GREEN IP (FWD) - LOCA TED �� A.M. 193150 1006,01 0��$ ,�1255 CAP N CROSB Y ROAD o c i BARNSTABLE (CENTERVILLE), MA. DECEMBER 7, 2000 CONANT s REVISED. DECEMBER 14, 2000 CB ELEVATION= 100 (rBM) o� \ 7nP OF CA7CH BASIN �oe AS LOT 68 (fnd) / � 1 foo AS LOT 178 a OUT 24,927t sq/!t UPLAND � ) 0 0 5, DjG w CAP 'N LOCUS MAP 6,94 7't sq/ft POND ,off >=—— p ?t7TAL AREA= 31,8741 sq/tl ° CA � ftoPOS� vE o�0 -___ R y CTF REF` f101059 `O C�O0-D ASSESSORS MAP.- 173 PARCELS. 178 _—'_ flOAD ZONING. RC"100 FLOOD ZONE.- "C" 98 _--- PLAN REF` 38507 B °� _ O VERLA Y DISTRICT. "AP" SILT FENCE - \� LIMIT �'- / AS LOT 179 NOTE• ELEVATION DATUM SAME AS ASSESSORS LOT 50 (162 THREE PONDS ROAD) �,�'3 14�� LEGEND. - EMSTING CONMURS ---- 100 ----- 7VP OF WA MR �Al�p f PROPOSED CON7VVRY----- !00 ----- �� o AS OP 111121100 OF O V4,r I g1 YANKEE SURVEY CONSULTANTS � Qi 1H Ot,QI' :.'� E;7LUAll�1 `sue P.O. BOX 265 ARLENE WILSON �``� j ems. AD PAUl. ' < 1�E6��MAN - MARSTONS MILLS, MAY 0�648 A. %". W. 73971 o H s MEnI?hTv1 "' �,� P, �� PH.(508)428-0055 - FAX(508)420-555J Na 22M w� AS LOT 50 GRAPHIC SCALE / C£RT/FY THAT THIS SURVEY AND PLAN WERE MADE 40 0 20 40 80 ISO IN ACCORDANCE WITH THE PROCEDURAL AND TECHNICAL T STANDARDS FOR THE PRACTICE OF LAND SURVEYING /N MMONWEAL TH O MASSAc;HUS£TTS. IN FEET ) I1� AS LOT 51 PAUL A. MERITHEW, P.L.S. D 1 inch = 40 M JOB/ 52546C CB 7VP OF FV UNDATION 20' MIN. 10' MIN. CONCRETE COVERS 4' SCHEDULE 40 P. VC. MIN PITCH 1/8 PER FT. 2"LAYER OF ELEV=102' i, EZE'v 101.5 1/8"-/12" CONCRETE COVER WASHED STONE f 6"MAX, / ' ' / / EL.= 101' / / / / / / / / / 4" CAST IRON PIPE (OR EQUAL MINIMUM 6" MIN 6" MAX >..:_. PITCH 1/4 PER FT CLEAN w SAND F6"M 10 FLOW LINE 99.8 INVERT 1 10" A;&. 14" 5' o00o O o000 EL- - lool --2.0'� 00° o0000000000 ogoo ° INVERT LEVEL o 0000000000o g _ INVERT• BAFF[£ EL•= 99 65 INVERT 6SUMP INVERT '� •°o°° 0 0 0 0 0 0 0 0 0 0 0 °0°8° L97" EL.= 99.9 EL.= 99.45_ EL.= 99.2 - f 4.° (2) 500 CAL. (TO BE PLACED ON RRM BASE) DISTRIBUTION 5' DIG-OUr CHAMBERS RAVUIEiQUIRED MECHAN/CALL Y COMPACTED OR 6" OF STONE BO j1 EL.= 99.o AS PER TIME IV �l 717 C" LAYER __ 1,�OQ__GALL ONS TO BE WATER TESTED 12.8'x 25' TRENCH FORMA TTON SEPTIC TANK /F MORE THAN ONE OUTLET Ji PLACE ON 6" STONE 3 SOIL A BSORP TION /4" 7t7 1-1/2" DOUBLE WASHED SMNE SYSTEM (SA S> PROFILE OF SEWAGE DISPOSAL SYSTEM BOTTOM of TEST HOLE ELEV=_87' (ADJ WT.-92) INDEX WELL SDW 252 NOT TO SCALE OBSERVA T/ON HOLE 1 ELEV.= 100__ OCT. DEPTH 47.9' AD✓ + 5.0' PERCOLATION RATE _S�_ M,`N./ INCH AT __,16-"______ OBSERVA T/ON HOLE 2 ELEV.= 100'__ a` DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COL OR MO TT. OTHER 0-2" A SA 10 YR. 4/2 0-8" A S/L 10 YR. 4/2 2"-24" B SAND 10 YR. 5/6 irl"NS 8"-60" B SAND 10 YR 4/8 ,vsD r/ GENERA L NO TES 24"-J6' B1 SAND MED Vr " C f'Ns 10 YR 4/8 FUN 60 -15 SAND 10 YR 4/8 M6D/civuRs J6"'-144 " C SAND 10 YR 4/8 /some � P B.As 1) ALL WORKMANSHIP AND MA TERIAL S SHALL CONFORM TO D.E.P. I PEBBLAY TITLE 5 AND THE TOWN OF ___8ARNSrBB�E__ RULES AND NO WATER ENCOUNTERED DAMP- WATER TABLE ADJ. REQUIRED REGULA TONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO SOIL TEST PERCH 9868 WI THIN 6" OF FIN/SHED GRADE, OTHERS W/THIN 12" DATE OF SOIL TEST 11121100 SOIL TEST DONE BY W/LL/AM LIEBERMAN (SOIL EVAL UA TOR) J) ALL COMPONENTS OF THE SAN/TAR Y SYSTEM SHALL BE CAPABLE OF Wl THSTAND/NG H-10 LOADING UNLESS THEY ARE UNDER OR 'WITHIN WITNESSED BY: DONNA MIORANDI .H.D.) 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE DESIGN CALCULA TIONS.' USED UNDER OR W/TH/N 10 FT. OF DRIVES OR PARKING AREAS. INSTALL: 4) ANY MASONAR Y UNITS USED TO BRING COVERS TO GRADE SHALL (2) 500 GAL. LEACHING CHAMBERS NUMBER OF BEDROOMS . . . . . . . . BE MORTERED /N PLACE. WITH 4' STONE ALL AROUND GARBAGE DISPOSAL . . . . . . . . . NO 5) NO DETERM/NA T/ON HA S BEEN MADE AS TO COMPL/ANCE W/TH 12.8' X 25' TO TA EST/MA TED FL OW DEEDED OR ZONING REGULA TONS. OWNER/APPL/CANT /S TO ( __I10 GAL./BR.IDA Y x _1 BR.) Jjo GAL/DA Y OBTAIN SUCH DETERM/NA T/ON FROM APPROPR/A TE AUTHOR/TY. REQUIRED SEPTIC TANK CAPACITY 1500 GAL 6) UTIL/T/ES SHOWN ARE APPROX/MA TE ONL Y, EXCA VA T/ON CONTRACTOR IS TO CALL "DIG- SAFE" AT 1-800-J22-4844 AT LEAST 72 HOURS SOIL CLASS/F/CA T/ON . . . . . . . . 1 PRIOR TO COMMENCING WORK ON S/TE. DESIGN PERCOL A TION RATE . . . . . . < 2 MIN./lN. 7) CONTRACTOR lS TO VERIFY GRADES AND ELEVA TIONS AS WELL AS EFFLUENT LOADING RA TE . 74 GAL/DA Y/S.F. I S S(TE COND/TIONS PR/OR TO COMMENCING WORK ON St TE. LEACHING CA PA Cl TY (AREA X RA TE) J47 GAL/VA Y *8) PARCEL /S /N FL 000 ZONE____"C" RESERVE LEACHING CAPACITY . . . J47 GAL/DA Y 9) LOT /S SHOWN ON ASSESSORS MAP _19_3 AS PARCELS 178 (25X12.8X.74)+(25+25+12.8+12.8)X2X. 74) SHEET 2 OF 2 JOB NUMBER___52546--_-_- \ ROUTE 6 I SITE & SE WA GE PLAN , � ACCESS ROAD. ' I C; y PREPARED FOR 5 JOHN GREEN � /P (END) c LOCATED A. M. 193150 cRcs vOC� #255 CAP'N CROSBY ROAD \ 0P$ c `' g� r'9gJ �1 0 0 BARNSTABLE (CENTERVILLE), MA. B �' BASIN o� DECEMBER 7, 2000 REVISED.- DECEMBER 14, 2000 oER� CONANT o CB / Of �. �ELEVA NON= 100' (TBM) AS LOT 68 (fed) g / �� __� \ MP OF CA7L^/f °� AS LOT178 � � 24,927t sq/ft UPLAND a /7'O 00 5 SIG O W /� ' LOCUS MAP 6,947t sq/ft POND CAP N 7VTAL AREA= 31,874t s q/ft °� ') �No�o ROPos�R1vEy CTF. REF` 1101059 CROSS ASSESSORS MAP' 173 a-c o. a ` PARCELS.• 178 __ � ,,ROADZONING. "RC" 0 — c �� 1 p0 ---- FLOOD ZONE. C„ t� \ ''� g8 - PLAN REF 38507 B 0 , �� O VERLA Y DISTRICT "AP" SILT FENCE \� r` \ —— LIMIT / AS LOT 179 NOTE ELEVATION DATUM SAME \ o y0 \ �\ / _ AS ASSESSORS LOT 50 (162 THREE PONDS ROAD) N113 14�� - LEGEND.- 1 � \ - EXISTING CDN7t7URS ---- 100 ----- 7OP OF WA TER- V% �Al�p _ PROPOSED CON7t7URS-- -- 100 --- BB 85' w No- AS OF. 11/I1/00 Ir sl +� YANKEE SURVEY CONSULTANTS H OF �. FLAGGED BY � K s O IAM � t _; tr1ll � P.O. BOX 265 ARLENE WILSON d ti. - iEFteSMAN a L � -. TRY ROAD -Sa' PAU3. .- _ UNIT 5, 40B INDUSTRY D A %'! I t:i]. ?39710 MARSTONS MILLS, MA. 02648 I Na PH.(508)428-0055 - FAX(508)420-555J AS LOT 50 GRAPHIC SCALE / CERTIFY THAT THIS SURVFY AND PLAN WERE MADE .0 0 20 40 e0 160 IN ACCORDANCE WITH THE PROCEDURAL AND TECHNICAL STANDARDS FOR THE PRACTICE OF LAND SURVEYING IN MMONWEALTY O Mill SSACHUSETTS. �-Z42�- - /Z ( IN FEET ) AS LOT 51 PAUL A. MER/THEW, P.L.S D I inch = 40 M S�e I 1 ✓OB,4' 52546C CB EL. = 102 8 TOP OF FVUNDAT/ON 20' MIN. f I 10' MIN. CONCRETE CO VERS ; a 4" SCHEDULE 40 P. V C. ELEV=102' MIN. PITCH 1/8 PER FT. 2"LAYER OF ELEV 10/.5 1/8"-1/2" CONCRETE CO VER WASHED STONE 101' 4' CAST IRON PIPE (OR EQUAL MINIMUM 6" MIN 6 AX " M ' PnrH 1/4 PER FT. CLEAN SAND 101 FLOW LINE 99.8" MAX. INVERT 1MN 14" 5' o00o O o000 - 100.1 --2.0' °8 0 EL.— o 00 0 0 0 0 0 0 0 0 0 0 0 0 --- GAS INVERT LEVEL 6' pOO o0000000000 °g ° INVERT BAFFLE EL.= 99.65 INVERT SUMP SUMP 000 o 0 0 0 0 0 0 0 0 0 0 0 0°0 ° L= INVERT o 0o000000000 8 97' = 99.9 EL.= 99.45 = 99.2 4 ----- EL. -- - (2) 500 GAL. LEACHING CHAMBERS TO BE PLACED ON FIRM BASE DISTRIBUTION 5' DIG-OUT D - 99.0 UT U/RE P M HAN/CA Y CAt/ AC1E'D T EC LL GM7 6 OF STONE E EL.-___ AS PER TITLE /V X BO 7V C" LAYER GALL ONS TO BE WATER TESTED 12.8' x 25' TRENCH FORMA 770N SEPTIC TANK IF MORE THAN ONE OUTLET PLACE ON 6" STONE SOIL ABSORP TIONLn 3/4" 7t7 !-1/2" DOUBLE WASHED SMNE ,SYSTEM /SA S) PROFILE OF SEWAGE DISPOSAL SYSTEM BOTTOM OF TEST HOLE ELEV.=-87_ (AD✓ W. T.-92) INDEX WELL SDW 252 NOT TO SCALE OBSERVA TION HOLE 1 ELEV.= 100_ OCT. DEPTH 47.9' ADJ f 5.0' PERCOLA TION RA TE _S�_ M/N./ INCH A T __,T6"______ OBSERVA TION HOLE 2 ELEV.= 100'__ DEPTH HORIZ TEXTURE COL OR MO TT. 0 THER DEPTH HORIZ TEXTURE COLOR MO TT. OTHER 0-2" AO S/L 10 YR. 4/2 0—8" A S/L 10 YR. 4/2 " B SAND 10 YR. 5/6 SAND '. " B SAND . 2 —24 �/trHE 8 —60 10 YR 4/8 QED r/ GENERAL NO TES 24"-36' B1 SAND 10 YR 4/8 ANE /W/ 60"-15 " C SAND 10 YR 4 8 )NE AfEDIMURS ,36"'-144 ' C SAND MEDICVURs V/SOME 1) ALL WORKMANSHIP AND MA TER/AL S SHALL CONFORM TO D.E.P. 10YR 4/8 r/SOME PEBBLEY TITLE 5 AND THE TOWN OF �AB/y,�IABLE__ RULES AND PEBBL�T NO WA:TER ENCOUNTERED DAMP— WATER TABLE ADJ. REQUIRED REGUL A TIONS FOR THE SUBSURFA CE DISPOSAL OF SEWAGE. 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO SOIL TEST PERCI¢I 9868 WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12" DATE OF SOIL TEST 11121100 SOIL TEST DONE BY MLLIAM LIEBERMAN (SOIL EVALUATOR) 3) ALL COMPONENTS OF THE -SAN/TAR Y SYSTEM SHALL BE CAPABLE OF WITHSTAND/NG H-10 LOADING UNLESS THEY ARE UNDER OR W/TH/N WITNESSED B Y: DONNA M(ORANDI H.D.) 10 FT OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE DESIGN CALCULA TIONS.' USED UNDER OR Wl THIN 10 FT. OF DRIVES OR PARKING AREAS. INSTALL: i 4) AN Y MA SONAR Y UN/TS USED TO BRING CO VERS TO GRADE SHAL L (2) 500 GAL. LEACHING CHAMBERS NUMBER OF BEDROOMS . . . . . . . . BE MORTERED IN PLACE. WITH 4' STONE ALL AROUND GARBAGE DISPOSAL . . . . . . . . NO 5) NO DETERM/NA TION HA S BEEN MADE AS TO COMPL/ANCE WI TV 12.8' X 25' TO TA ESTIMA TED FL OW DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO ( -_ 110 GAL./BR.IDA Y x _.3__ BR.) ,330 GAL/DA Y OB TA IN SUCH DETERM/NA TION FROM APPROPR/A TE A U THOR/T Y. REQUIRED SEPTIC TANK CAPACITY 1500 GAL 6) UTILI TIES SHOWN ARE APPROX/MA TE ONL Y, EXCA VA TION CONTRACTOR SOIL CLASS/FICA IS TO CALL 'DIG- SAFE" AT 1-800-J22-4844 AT LEAST 72 HOURS ION . 1 RA TE 2 MIN./lN. PR/OR TO COMMENCING WORK ON S/TE. DESIGN PERGOLA TITION ON 7) CON TRA C TOR IS TO VERIFY GRADES AND EL EVA TIONS A S WEL L AS EFFL UEN T L OADING RA TE . . . . . . • 74 GAL/DA Y/S.F. Sl TE CONDI TIONS PR/OR TO COMMENCING WORK ON Sl TE. L EA CHING CA PA Cl T Y (AREA X RA TE) J47 GAL/DA Y 8) PARCEL IS IN FLOOD ZONE____ "C" _. RESERVE LEACHING CAPACITY . . . J47 GAL/DA Y r 9) LOT /S SHOWN ON ASSESSORS MAP _19_3 AS PARCELS 178 _. (25X12.8X. 74)+(25+25+12.8+12 8)X2X. 74) SHEET 2 OF 2 JOB NUMBER___52546____—_ 1