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HomeMy WebLinkAbout0020 LITTLE NECK WAY - Health �_� i �I '� i TOWN OF BARNSTABLE ." LOCATION o / w4 SEWAGE # © ` VILLAGE &tip a4S erfS ASSESSOR'S MAP& �0 INSTALLER'S NAME&PHONE NO. Ca/V SEPTIC TANK CAPACITY /lam f LEACHING FACILITY: (type) 3 _ '4- r1,c»ftd (size) NO.OF BEDROOMS BUILDER OR OWNER PERMU DATE: COMPLIANCE DATE: _ 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 r � � -es A 3.-.yl'6 6j3 40 so' 1 i ii . 3 . k � r" 9 V, No. Z _' .r 1 Fee (/(O�'!/ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: COMMONWEALTH Yes 0 PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS OL Rpprication for Mi.5pool *pgtem Construction Permit Application for a Permit to Con truct K Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components l-ram �/� Owner's Name,Address and Tel.No. Location Address or Lot No. Ll Assessor's Map/Parcel W rk � -Vi�f91 j'a►�i�1' Ceitlr✓vjt.y MIGi�AIaL Lr= Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. ®i2 MAib 57- Type of Building: Dwelling No.of Bedrooms - 4 Lot Size 6 3 6q 5 sq. ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 44-o gallons. Plan Date -D FL• 2, 1411 Number of she ts. i Revision Date `p4M• 74, t 0t q,f Title S t 44 ci`for � LiT(7 " Al,M. _ Size of Septic Tank MOO AL-t Type of S.A.S. L-EA&14 ��MMb� w tz S/Rab Description of Soil -`Z°� (O -�°f `��T-31 V2"- "127+ C"49 SA90 112YE"� 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 by this Bo f Health. Signed Date Application Approved by Date ? � Application Disapproved for the following reasons Permit No. l 7- Date Issued No. I Z. � " " r + - ...�, Fee V! ry THE COMMONWEALTH OF MASSACHUSETTS -----Enteredin computer: 0 f k 1,14 �' Yes PUBLIC HEALTH DIVISION - TOWNOFBARNSTABLE., MASSACHUSETTS Ll /AppricationAor Mkopaal *pgtem Congtruction Permit r Application for a Permit to Co K Repair( )Upgrade( )Abandon( ) El Complete System El Individual Components Location Address or Lot No. d. t Owner's N_rrtEy ame,Address and Tel.No. Assessor'sMap/Pazcel /"t Cfrj'{�f Al^r!/1 / JA��' &NVOLLI f 'Aj(C_WAe-L. MAP .7& pc L• `S Installer's Name,Address,and Tel.No. - Designer's Name,Address and Tel.No. 15AXTEY_ e- 1Jy I� i 812MA►N 77- s ,. 47-0-q(3� Type of Building: r + Dwelling No.of Bedrooms 4 Lot Size t�7 Gq S sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) - Other Fixtures Design Flow 4-40 gallons per day. Calculated daily flow 4 --d gallons. Plan Date. —- Z, 1 q9 8 Number of she is O Revision Date D�z 2�, 1 019 Title G(TP_ ?LA33 OF LOr d- ZO UTT-LZ 4. M.M. . Size of Septic Tank Type of S.A.S. LGA&V (AA MbER4 IN P2735 RieLD '� 2't'7 E -] �= 3 alp'�-. 12p�� C. C'n4a4 e 5A�1 10 Description of Soil D-Z O, �� Nature of Repairs or Alterations(Answer when applicable) Date last inspected:' - Agreement: ' s 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 by this BoW+ f Health. Signed t�% - Date S'�-3 ' Application Approved by Date "`? Application Disapproved for the following reasons ! . �.✓ . t Permit No. l Z O Date Issued /1-19 9 ----, , --------------- --_----------_---- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System'Constructed Repaired( )Upgraded Abandoned( )by ' at �-01`-� 4 LU has been`constructed in accordance with the pffii�visions of i and the,for Disposal Sy tern Construction Permit No. Z dated 3 Installer O Designer The issuance of th�P�Olvl e c strued as a uazantee that the to ill.fu�nr Pion as6Qi ned.//� Date s g Inspector : 1m, , No. --------------------—------ Zo Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS wligogar *pgtem Congtruction Permit Permission is hereby granted to Co struct( )Repair( Upgrade( )Abandon( ) System'located at jrkp_, + M- M- 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 mu s be-ee4plleted/within three years of the date ofA's%pe_ritut Date: e / l�/ ! Approved by'j ! - j �' TOWN OF BA.RNSTABLE LOCATION o SEWAGE # VILLAGE &��—a4S ASSESSOR'S MAP & INSTALLER'S NAME&PHONE NO. CON SEPTIC TANK CAPACITY Ili LEACHING FACILITY: (type) 3 — ;6:6/4--d c4mhelf (size) NO.OF BEDROOMS y BUILDER OR OWNER PERMTTDATE: COMPLIANCE DATE: 2 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 h sV +J l r6g^ �•� ,� 9,FiS , Z {1 soF- I � -'BOGUS R F g �O MINIMUMS N �O N AREA = 43,560 S.F. FRONTAGE = 150' C.B. �� .�► -FRONT SETBACK 30' FND.OFF LOT 5 2 ` O ED AR Q SIDE SETBACKS = 15' 1.5 REAR SETBACK _ 15' _ �O -BAY -NECK RD. $UiLDING HEIGHT = 30' 1 C.B. O� PND.OFF IOT 4.5 33.12 S73:43 34,E NORTH .BAY 10T �5 x 29.84 2�fl C.B. FN D.OFF LOCUS AP " 33.54 x . .81 10.1- SCALE 1 ; -25,00{l x 21. 6 -ASSESSORS � ;2v .MAf' 76 PARCEL 56 - I . -LOT 4 83,698 sq.#t. x 24.57 -1;D 2 trcres � c� o -& -RF 35.18 �, jv ZONES `� - I co f x 31.7 r r� x 8.4 22. f �' Q 3X9 1 �f /35.50- x 31.3 �„q F 24' oak J x 17.5 31.1 co 3S. 32.6 .x 27 j 28.U9 ) tCNv C1 35.53 OS�-� / -17 29.2 0= pT x 30.56 4/� x 9 29. Q2 G' <2 x 17.2 30A7 �} �- 28.3 f /23.9 42J 1 x32:09/ �T DATA �� ' 2.2 70 3a. 28,7 enr , x D 36" white pine 31.0 x 25.3 SINGLE FAMILY- 4 BEDROOMS WATER SERVIC x o x 23.D I� NO GARBAGE GRINDER DAILY FLOW = 110 X 4 = 440 G.P.D. r :, x 22.9 SEPTIC TANK 440 X 200% = 880 W x 48 �� C.B. _ USE ]500 GAL. SEPTIC TANK x 31.1 FN D.� 33.90 24.4 ]i371ai ,T�if�>f7><ftn 4D.29 38. fi� x 23.5 �Z-�--saasssi $� DIMN FND. 2.15 \}r. CHGER It x O x 29.9 x 32.17 BENCHMARK ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED 35.78 TOX OF C.B, �79 p 27.4 WITH CAPPED ENDS x EL. = 32.15 6,6. O USE 1 - 4" DISTRIBUTION LINE IN 4 RECHARGER UNITS ��, I34p•. x IN A 12'X 35' WASHED STONE TRENCH AS SHOWN 1 x 30,2 LEACHING AREA REQUIRED 33.9 C.B. 440 G.P.D./.74 = 595 S.F. �o f7ND. 2(35 + 12) X 2 = 188 S.F. SIDEWALL AREA (12 X 35) = 420 S.F. BOTTOM AREA ELEVATIONS ARE BASED ON 'N.G.V.D. 608 S.F. TOTAL PROVIDED 5 4 ��, Nz)- sj c� g { p 41: ( x 34.9 10 7 x '12s -FN D. / ' 6 '6g �• 50.6 � - 45. 42.9 x�51.]ed C.B. �f_ Ve FND. _ 'en f r �C f4(3.o 2. v� y - - 4 TOTAL UNITS 1 STARTER,1 END, & 2 INTERMEDIATES. a ~ 7.5 fi.25 6.25'4:4 --� / 1 1.5" WASHED STONE BAN _ P x 36.50 ;�... . . , 77 _ 7 26'-2" SCALE 30 35.00' PLAN: OF -CH DRENCH SCALE: 1" = 20' TEST HOLE DECEMBER 22'1998 BAXTER & NYE INC. COVERS LOCATED TO WITHIN #P-9310 6" OF F.G. - PIT #1 ELEV. = 29.5' ' 0 ORGANIC TOP OF FND. = 33.0 F.G.- 30 f F.G.= 29'f F.G.- �� -2" PIT #2ELEV. = 26.5' �- E SANDY LOAM 10YR 4/3 0 ORGANIC LEVEL r� -7" " INV. - 1500 GAL. 4' DIAMEire I g,-SANDY LDAM 1-OYR 4/3 26.0 INV SEPTIC TANK INV - SCHEDULE LEACHBER - DIST. 40 P. C. ! ' CHAM S i' B SANDY LOAM 10YR 5/6 25.6 ENV. =25.4 BOX ::...,.....:• INV. a 25.2 INV. = 25.0 B SANDY LOAM 10YR 5/6 10.00' _.. ....."`----6.. STONE BASE .. MIN. -3 `-4' PERK TEST BOTTOM ELEV. EL 23.0 3'_ 2» 1 C COARSE SAND 10YR 7/6 15% GRAVEL C COARSE SAND 10YR 7/6 PRO ' -10' NO WATER EL. = 19.5 15% GRAVEL NO SCALE , -12' NO WATER EL. = 14.5' 12' - ' FINISHED GRADE \ \j / \ 36"MAX.- 12"MIN. /\ COMPACTED FILL\ \ \ \ \'` \ _ ._ • 2" ....._..._................_.......... -..._..._..._..._...____..._._._... PEASTONE 4 30.5" S.: 0 ., 3J4 70 1 1 J2 SITE PLANOF LOT 4 s. :a. DOUBLE a WASHED STONE AT 20 I 1 1L NECK WAY IN (MARSTONS MILLS) SECTION BARNSTABLE, MASS. NO SCALE FOR JANET B. CONNOLLY AND NOTES 1. REMOVE UNSUITABLE SOILS-BENEATH PROPOSED SYSTEM, BACi<FILL WCHAEL T. NOLF WITH CLEAN GRANULAR -MATERIAL FILL TO BE GRADED AS FOLLOWS: NOT I CERTIFY THAT THE BUILDINGS MORE THAN 15% RETAiNED -ON -No. -4 SIEVE, -NOT MORE THAN 90% RETAINED SH©WN HE,70N COMPLY WITH THE HORIZONTAL SCALE: 1" = 30' _DATE: DEC. 23,1908 ON No. -50 SIEVE, OF FRACTION PASSING -No. 4, 10% -OR -L-E-SS TO -PASS No. DIMENSION'l REQUIREMENTS OF THE LOCAL REV DEC. �9,1998 100 SIEVE AND �% OR LESS TO PASS No. 20fl SIEVE, SOIL TO BE APPROVED ZONING BY-LAW, AND THE DWELLING DOES BY -ENGINEER FOR COIvIPUANCE PRIOR TO PLACING ON SITE. NOT FALL IN 'A SPECIAL F.E.M.A. FLOOD BARTER & NYE INC. '2. LOCATION OF UTILITIES NOT SHOWN ON THIS PLAN, AT LEAST 72 HOURS HAZARD A SEA. REGISTERED LAND SURVEYORS PRIOR TO ANY EXCAVATION FOR THIS PROJECT CONTRACTOR SHALL MAKE THE REQUIRED NOTIFICATION TO DIG SAFE (1-888-344-7233) AND APPROPRIATE DATE: JALS. CIVIL ENGINEERS WATER DISTRICT TO DETERMINE .UTILITY LOCATIONS. . - oF�'gss flSTERVILLE, MASS. ��� ° sa TEPHENA. � $ALTER `'Qt 9U��FCtSTER��,y��Q OFFSETS TO PROPOSED BUILDINGS SHOULD NOT �v SS�CNALE��'� BE USED 10 ESTABLISH PROPERTY LINES. DEED REFERENCE: BOOK 11364 PAGE 170 PLAN REFERENCE: BOOK 272 PAGE 29 #98120 -LOWS NIRF M L1/ MINIMUMS S AREA = 43,560 S.F. N FRONTAGE = 150' C.B. � 1.5� � FRONT SETBACK = 30' FND.OFF LOB 52 l SIDE SETBACKS = 15' , 0 EDAR REAR SETBACK = 15' ' 0- C.B. v ON BAXTER NECK RD• $UiLDING HEIGHT = 30' ND.OFF T -E \ 4.5 33.12 ` NORTH BAY T -51 . % x 29.84 `` t L 8.09 �+ l FN D.OFF ]LOCUS CUS MAD 33.54 � � x�p8.81 l � l 10.1 SCALE 1 ; -25; 0fl ,. : i " 21. s 0 ASSESSORS � 4- 7 -MAP 76 PARCEL 56 J $3,698 sq.ft. � x 23.57 ONES 1.92 acres C14 A.P. & RF 3s.18 Co � v / x 31.7 r tV x 28.4 f 22. f <J� 32.9e , x 35.50 p G` x 31.3 / cp L/ F 24 oak J f / r ) `3S' =32$ 31.1 x 27t6 � co / j28.09 ! ' 0 35.53 A / 30.17 29.2 e CV 2 PTx 30.56, 0 x 17.2 30.07 x .29.9 Q 28.3 / 23.9 / x32.09/ �k2o 3012'' �, / ! x .7 x -DIMN DATA LOT 4 /�a / 32.27 28.7 0 od to 36" white pine 31.0 #1 x 25.3 t / / x � PT �� SINGLE FAMILY- 4 BEDROOMS X 34 46 WATER SERVIC �� y ROp, � x 23.0 NO GARBAGE GRINDER P x 22.9 DAILY FLOW = 110 X 4 = 440 G.P.D. / � �, SEPTIC TANK 440 X 200% = 880 j x 3 48 C.B. x 31.1 FND. x USE 1500 GAL. SEPTIC TANK 33.90 24.4 `� 23.5 - 40.29 38. 6 C..$. CULT [$� DESIGN 4 x FND. 2.15 x__l" `I MCEMr R 'DR T -BENCHMARK x :29.9 1 � � x 32.17 ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED 1 35.78 TO OF C.B, 77��0, 27.4 �, WITH CAPPED ENDS x S EL.t= 32.15 663, :� x - USE 1 - 4" DISTRIBUTION LINE IN 4 RECHARGER UNITS r 4 ��"�, IN A 12'X 35' WASHED STONE TRENCH AS SHOWN ` g x 30.2 LEACHING AREA REQUIRED 33.9 C.B. FND. 440 G.P.D./.74 = 595 S.F. 2(35 + 12) X 2 = 188 S.F. SIDEWALL AREA \ (12 X 35) = 420 S.F. BOTTOM AREA 1 Q �`v ,� ELEVATIONS ARE BASED ON N.G.V.D. 608 S.F. TOTAL PROVIDED 53. 4 41: �oJ x 34.9 A0 11 C. -125 , -FND. ' ' - 03 68 50.6 j 45. 42.9 -Zi.1ed C.B. =f�� FND. _ e-r4_T,_n t 44. 5.3 `. '-,46.8 x ; - J X3-F 4 TOTAL UNITS 1 STARTER,1 END, & 2 INTERMEDIATES. 4,1,7.5. 6.2516.2 f'4.44, �. 1-1.5' WASHED STONE PLAN a x 36.50 ■ N 26'-2' SCALE 1 " _ 30' 35.00' PLAN -OF 1ACH TRENCH SCALE: 1" = 20' r TEST MOLE DECEMBER 22'1998 BAXTER & NYE INC. #P-9310 COVERS LOCATED TO WITHIN 6" OF F.G. PIT #1 ELEV. = 29.5' F.G.= 30'f F.G..= 29't -0 2 ORGANIC" PIT #2ELEV. = 26.5 TOP OF FND. = 33.0 , . ; ' \ F.G.-28 E SANDY LOAM 10YR 4/3 ,� 0 ORGANIC, ` �.. LEVEL �� �� INV. - 1500 GAL. 4' DIAMF T �'� I ME E ;SANDY LOAM 10YR 4/3 26.0 INV25.8 SEPTIC TANK INV. _ �R SCHEDULE LEA HI 'G CHAMBERS - 8 Di ST. 40 P.V.C. 1 B SANDY LOAM 10YR 5/6 25.6 INV. =25.4 Box INV. =25.2 INV. = 25.0 B SANDY LOAM 10YR 5/6 10.00 -..........-----------=.'`_----6" STONE BASE -3' MIN. -4' PERK TEST BOTTOM ELEV. EL = 23.0 -3' 2" e C COARSE SAND 10YR 7/6 15% GRAVEL tn ' C COARSE SAND 10YR 7 6 " -10' N 0 WATER EL. = 19.5 PROFILE 15% GRAVEL NO SCALE _ __. -12' -NO WATER EL. = 14.5' 12, FINISHED GRADE 36"MAX.- 12MN. / /\ /`y j�//�i \/\j\j�/�yJ,;/ COMPACTED FILL ., \ \ \ \ \ \ \ ��' PEASTiONE . - .. a.: 3/4" TO 1 1/2 p SITE PJ.�A OF LOT 4 30.5 �.. O ° a. DOUBLE ,• WASHED STONE AT #20 LITTLE NECK{ WAY IN (MARSTONS MILLS) SECTION BARNSTABLE, MASS. NO SCALE FOR Y� JAM B. CONNULY AND -NOTES 1. REMOVE UNSUITABLE SOILS-BENEATH PROPOSED SYSTEM, $ACKFILL I CERTIFY THAT THE BUILDINGS IUCHAEL T. NOLF WITH -GLEAN GRANULAR -MATERIAL FILL TO BE -GRADED AS -FOLLOWS: NOT MORE THAN 15% RETAINED ON -No. 4 SIEVE, -NOT MORE THAN 90%' RETAINED SHOWN -HERON COMPLY WITH THE -HORIZONTAL SCALE: �" = 30' DATE: DEC. 23,1998 ON No. 50 SIEVE, OF FRACTION PASSING No. 4, 10% -OR LESS TO -PASS No. DIMENSIONAL REQUIREMENTS OF THE LOCAL REV. DEC. 29,I998 100 SIEVE AND -5% OR LESS TO PASS No. 200 SIEVE, SOIL TO BE APPROVED ZONING BY--LAW, AND THE DWELLING DOES BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE. NOT FALL IN A SPECIAL F.E.M.A. FLOOD BAXTER & NYE INC. .2. ,LOCATION OF-_UTILITIES •NOT-SHOWN ON THIS PLAN,-AT LEAST 72 HOURS HAZARD AREA. REGISTERED LAND SURVEYORS PRIOR TO ANY EXCAVATION FOR THIS .PROJECT CONTRACTOR SHALL MAKE THE REQUIRED NOTIFICATION TO DIG SAFE (1-888-344-7233) AND APPROPRIATE DATE: CIVIL ENGINEERS l2 " LS. WATER DISTRICT TO DETERMINE UTILITY LOCATIONS. ,0 OF L�j OSTERVILLE, MASS. OF ���., ;�p,LjN �� 4 w4- r ,y �S TEFHENIPD u 11AAXTER �. - %h 2 NO .30216 ar' UHF ?/STERN OFFSETS TO PROPOSED BUILDINGS SHOULD NOT �� G SS/ONALE���'a BE USED TO ESTABLISH PROPERTY LINES. ` DEED REFERENCE: BOOK 11364 PAGE 170 PLAN REFERENCE: BOOK 272 PAGE 29 12 Z4 .q$ Ae #98120