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HomeMy WebLinkAbout0045 WATERFORD DRIVE - Health + 45-_WATERFORD__DR{_i--COTUIT I I CIS TOWN OF BARNSTABLE LOCATION b 3 W4-i n—. se SEWAGE #L7— VII,LAGE ESSOR'S MAP &LOT 2,9 -Ga L.XQAS' INSTALLER'S NAME&PHONE NO. 'DOC.6 10,8'9- SEPTIC TANK CAPACITY LEACHING FACILITY: (type) LA�e.�: .+`c_ /�z. s►dA ize) . b am- .'NO.OF BEDROOMS BUILDER OR OWNER "=TS: PERmrF DATE: 7 COMPLIANCE DATE: 9 7 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) fl/ Feet . Furnished by I, S �v co tl K 3c) { No. / -- tj Fee �®D THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 0(pprication for Oizpogaf *pztem Construction Vermit Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. er as� l t c cd 'b/` Owner's Name,Address and Tel.No. Assessor's Map/Pazcel CG T vq /T /J,4`75/D'_ t3 1—b 6 ..P s6 P c)6ar xOs Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. -U_4F Dte f 4AI D -- EGO 3ef Type of Building: Dwelling No.of Bedrooms Lot Size 79 'FP7 sq. ft. Garbage Grinder(Ala Other Type of Building ti s No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow ,d gallons per day. Calculated daily flow 330 gallons. Plan Date Number of sheets / Revision Date Title Size of Septic Tank 67J Type of S.A.S. Description of Soil el d /JQii w Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenan e of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Co and not to place the system in operation untP a Certifi- cate of Compliance has been issued t i B doj Health, Signed Date A—Ag Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued TOWN OF BARNST"LE LOCATION L b 3 Loj% n-A it d. r2 . SEWAGE # 7 r d VII,LAGE �H�� t,T�n S rVt*1IS ASSESSOR'S MAP & LOT O.S� INSTALLER'S NAME&PHONE N0. SEPTIC TANK.CAPACITY I�0 LEACHING FACILITY: (type) Q�+c-�+' �+ /�1,i+.r►b� size) .' �_�f Z- 1 NO:OF BEDROOMS__ BUILDER OR OWNER jnY'-�S'�Ln l�a W CLrL PERMrr DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching FacilityZ 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 /p within 300 feet of leaching facility) Feet Furnished by i C a `noa s L ll E Z Z3 No. ., Fee /V V THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN�PFiBARNSTABLE, MASSACHUSETTS 9 ZippYication for Mfi5pozar 6p,5tem fongtruction Permit Application for a Permit to Construct( V)Repair( )Upgrade( )Abandon( ) El Complete System []Individual Components .Location Address or Lot N.YSgF UI T U1e D01 Owner's Name,Address and Tel.No. COT LI i7 /3A4­15 I'DE b6 . Assessor's Map/Parcel1h p _ 44. . P 0 Q a, X 0 S, �IQ Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 7 � �7 3 _ J_OF D(G M^/U ' -•- D 97 CO W u E k r 115s,f C Type of Building:Dwelling No.of Bedrooms Lot Size ?k l(y sq.ft. Garbage Grinder(NAG} Other Type of Buildin No.of Persons Showers( ).Cafeteria(' ) Other Fixtures Design Flow gallons per day. Calculated daily flow 3 3 L gallons. Plan Date Number of sheets / Revision Date Title ' Size of Septic Tank Type of S.A.S.(g;Q5CV W j Description of Soil s AaPA 4'4 Nature of Repairs or Alterations(Answer when applicable) f � Date last inspected: 4 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 Co e and not to place the system in operation.unt'l a Certifi- cate of Compliance has been issued •y thi ar Health. Signed. "" 'Date Application Approved by Date Application Disapproved for the following reasons .pia• Permit No. A V- 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 P Y P ) Abandoned( . ')by V N} 0;l 11 A)0 j4 at q5 GUI l 'IZFOR v Corti l7" has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit N ru dated e1 — L<d 5F'� Installer Designer The issuance of this permit s all of bcco strued as a guarantee that the system will f°nctio_n as designed. Date — I Inspector No3l_;�� Fee r THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLEs MASSACHUSETTS lwigaaY pgtem Construction Permit Permission is herebyranted to Construct �Re air Upgrade Abandon g ( ) P ( ) Pg ( ) ( ) System located at I q 5 W'9 T+fAFd e-D .?• C 010 i r f 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 permit. Date: Approved by 1 k TIC © ! -,--- -- - �- � � -` \ `-� TEST HOLE LOG '7 ,ss o ' DATE: SEPT. 13,1989 P-7395 SOIL EVALUATOR: DOWN CAPE WITNESS: J.DUNNING �� �,�• ` / ( �� PERC RATE: <2 MIN./IN. , - 1 _ \ 47.5 0" �AM 45.5 SUBSOIL 24 1 MEEDIIUM �Jr41'( f SAND Lit,' �� t I ?" p A ss� O Q c 36.5 132" / 1 i NO WATER ENCOUNTERED DESIGN DATA co DAILY FLOW: (3)BDRMS.x 110 GPD= 330 GPD SEPTIC TANK: 330 GPD x 200%=660 GPD USE: 1500 GALLON PRECAST SEPTIC TANK LEACHING FACILITY: USE: (2)500 GALLON DRYWELLS W/4'OF STONE X,� CAPACITY: .� SIDEWALL: 76 x 2 x 0.74= 112.5 1 BOTTOM: 13 x 25 x 0.74= 240.5 f } \ TOTAL: 353.0 GPD i WOOJ. �'r, CJ DANIEt E. � � � � DRAMAN avn NOTES: y No.32686C vj 1. ALL PIPE TO BE 4"DIA.SCH 40 PVC. �gA; � q � 2. PIPE TO BE LAID LEVEL FOR 2'OUT OF DISTRIBUTION BOX. . ` vFISTE�G��4. ¢ 3. RAISE ALL APPLICABLE MANHOLE COVERS TO WITHIN G6,O p 6"OF FINISH GRADE. SURC;.-l"" 4. SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A ' ? ` �� (�' ��+".Q 7 GARBAGE DISPOSAL. 7 11 5. SEPTIC TANK AND DISTRIBUTION BOX TO BE INSTALLED ON A 6"LAYER OF STONE. 6. INSTALL GAS BAFFLE IN OUTLET TEE. 2"LAYER OF 3/8"PEASTONE OVER 3/4"-1 112"WASHED STONE ALL AROUND TOP OF FOUND. E'L. --yc> \ 10" 14" / "Tcpf C- Y6.3 l/5/o a r yZ,S'a \yZ.33 „► v or'� .� �1,• f3.oc n/'o»ss -�o� ...ssr•7 �, SEPTIC SYSTEM PROFILE SITE SEWAGE PLAN GENERAL NOTES FOR 1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION LOT 3 WATERFORD DR., COTUIT, MA. TO�UTILITIES, Xc VA IO ABOVE TCTI UNDERGROUND,PRIOR LCP# 23747 B 2. SEPTIC SYSTEM TO BE INSTALLED IN COMPLIANCE WITH 310 CMR 1&00:TITLE V. PREPARED FOR 3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE BAYSIDE BUILDING, INC. DETERMINATION, 4. ALL DISTURBED AREAS TO LOAMED AND SEEDED. DATE: MAY 28,1997 SCALE: 1"=40' S. CONTRACTOR TO PROVIDE 24 HOUR NOTICE FOR ANY REQUIRED INSPECTIONS. 14 r Iarc 4- C70 a � �4 A WELLER & ASSOCIATES FEF1645ALMOUTH ROAD CENTERVILLE, MA. 02632 EL: (508)775-0735 FAX: (508)775-0754 APPROVED BY: TEST HOLE LOG I DATE: SEPT. 13,1989 P-7395 SOIL EVALUATOR: DOWN CAPE WITNESS: J.DUNNING PERC RATE: <2 MIN./IN. j \ 47.5 0 fI l ! LOAM & / 45,5 SUBSOH, 24„ 3c;VIA CLEAN MEDIUM �►NF SAND o 'x' sg!c> Ip Q 5(0 36.5 132 o° 60 NO WATER ENCOUNTERED i \ DESIGN DATA \ \ \ DAILY FLOW: (3)BDRMS.z 110 GPD= 330 GPD \ \\ yam."-- SEPTIC TANK: 330 GPD z 200%=660 GPD USE: 1500 GALLON PRECAST SEPTIC TANK LEACHING FACILITY: USE: (2)500 GALLON DRYWELLS W/4'OF STONE \ ~� CAPACITY: SIDEWALL: 76 z 2 z 0.74= 112.5 BOTTOM: 13 z 25 z 0.74= 240.5 l \ \ \ \ TOTAL: 353.0 GPD 7- BR NOTES: - � aVIL y 1. ALL PIPE TO BE 4"DIA.SCH 40 PVC. No.32686C O y 6 2. PIPE TO BE LAID LEVEL FOR 2'OUT OF DISTRIBUTION 'O ` BOX. GrSTE� � � �.�' 3. RAISE ALL APPLICABLE MANHOLE COVERS TO WITHIN o ,, FSSr 6 G6,o O ,/' 6"OF FINISH GRADE. �, WIN r I 4. SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE DISPOSAL. t 5. SEPTIC TANK AND DISTRIBUTION BOX TO BE INSTALLED ON A 6"LAYER OF STONE. 6. INSTALL GAS BAFFLE IN OUTLET TEE. 2"LAYER OF 3/8"PEASTONE OVER 3/4"-1 1/2•WASHED STONE ALL AROUND TOP OF FOUND. �Q EL. /. O \ 10" 14" / -��d �+• ,rj/o.7 0 33 ` �• �o l n/o7 Y.3,00 yz,257 yo, o0 SEPTIC SYSTEM PROFILE SITE SEWAGE PLAN GENERAL NOTES FOR 1. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES,ABOVE AND UNDERGROUND,PRIOR LOT 3 WATERFORD DR., COTUIT, MA. TO ANY EXCAVATION OR CONSTRUCTION. LCP# 23747 B 2. SEPTIC SYSTEM TO BE INSTALLED IN COMPLIANCE WITH 310 CMR 15.00:TITLE V. PREPARED FOR 3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE BAYSIDE BUILDING, INC. DETERMINATION. 4. ALL DISTURBED AREAS TO LOAMED AND SEEDED. DATE: MAY 28,1997 SCALE: 1"=40 5. CONTRACTOR TO PROVIDE 24 HOUR NOTICE FOR ANY REQUIRED INSPECTIONS. WELLER & ASSOCIATES FFF1645ALMOUTH ROAD CENTERVILLE, MA. 02632 EL: (508)775-0735 FAX: (508)775-0754 APPROVED BY: