Loading...
HomeMy WebLinkAbout0082 WAKEBY ROAD - Health 82 Wakeby Road _ - —� Marstons Mills 1 - Ml A = 043 016 aLi J TOWN OF BARNSTABLE LOCATION 2 GUG4IC��GI �N' SEWAGE # d02--200 ' r 7ILLAGE •M14erol kI S !? 11/s ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. 0401,"1 SEPTIC TANK CAPACITY MOO 601 LEACHING FACILITY: (type) 2-SIN (0*/ di^tov, size) X Z.- NO. OF BEDROOMS n/ BUILDER OR OWNER PERMITDATE: . '- 5—O Z COMPLIANCE DATE: 02 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 fa ih Feet Furnished by� 1.0-- 0_ zG kJJ I lq e / w �Y T OF BARNSTABLE 1.:OCATP QN w2A ? SEWAGE # .. j I VILLAGE AA i ASSESSOR'S MAP & LOT INSTALLER'S NAME& PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE: 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 B4 v a 444d — 1) R72 Lp$cleoQ n 20�2 7 Y++ It 2 DO 3 n 1� 1 23 6 ,, 6 1 -- 2 2 i r_ ' � ,17 i 3 'y r No: � � �- ""� Fee VYe / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Zipprication for Migool bpeum Construction Permit Application for a Permit to Construct( air( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. E l{%�y,� Owyyer's Name,Address and Tel.No. 4�Iy L El�ll�l:l�Cr/i!�^i Assessor's Map/Parcel �J f 41.1 / w4 �f 7 (� /cam C/ Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. , 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 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 Nature Qf Repairs or Alterations(Answer when plicable)�&!Yi/slz -2— ,S'dU t��!' Dig �j ee, /l 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 d by this Board of Health. Signed Date Application Approved by 42 Ide—qate Application Disapproved for the following reasons Permit No. Date Issued �. Fee THE CO MONWEALTH OF MASSACHUSETTS " q' Entered in comppter: Yes \1.PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS { 2 ppricaiion for Wood *pztem Construction Permit Application fora Permit to Construct( air( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �, /� E gal Owner's Name,Address and Tel.No. Assessor's MapTarcel / Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 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 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. f Description of Soil Nature of Repairs or Alterations(Answer whe licable) j2jtJ S'ra fV a 6 y 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 Health. Signed // Date Application Approved by .. �1 _ate 0 ---� Application Disapproved for the following reasons V717 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( ef)-Repaired( )Upgraded( ) Abandoned( )by at /1 has been construcyed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. _2`Z 1 dated /0 Installer .14ce-& Designer s' "- !"/Ni✓ The issuance of thin permit shall not be construed as a guarantee that the systep�,ill function as dbsig ed.. Date 4d I )1 02. Inspector --------------------------------------- vV THE COMMONWEALTH OF MASSACHUSETTS ,.0� PUBLIC HEALTH DIVISION - BARNSTABLE,, MASSACHUSETTS MiOpo5ar *pgtem Construction Permit Permission is hereby granted to Construct( & r( )Upgr de( )Abandon( ) System located at 6e , 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:Constructiodmus e c leted within three years of the date of thi ermit. ' Date: z Approved by i TOWN OF BARNSTABLE LOCATION � k ,�'/, SEWAGE # A2-�® j �2 � ���C" — L ® : t� 4 .LiltYls ASSESSOR'S MAP &LOT '0/ VILLAGE NL d,_6frn — — INSTALLER'S NAME&PHONE NO_20_3 "— ?V,2at e SEPTIC TANK CAPACITY 1000 f LEACHING FACILITY: (type) o ® �� ®�size) ILL Z� I NO. OF BEDROOMS i ' LletiyI4 GVol"04 BUILDER OR OWNER 14,_ rl PERMIT DATE: COMPLIANCE DATE: 02 Separation Distance Between the: Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) -Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching fa ility) Furnished by - dark �q i , FN N. AT EL. 73.0 SYSTEM PROFILE TEST HOLE LOGS TOP 'D s� ACCESS..COVER TO WITHIN 6 OF FIN. GRADE (NOT TO SCALE) _ - ACCESS COVER (WATERTIGHT) TO ARNE If. OJALA, PE MINIMUM .75' OF COVER OVER PRECAST WITHIN 6 OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM ENGINEER: 67.0' WITNESS: DAVID STANTON 2' DOUBLE WASHED PEASTONEI 4/11/02 -I y RUN PIPE LEVEL DATE _ ' p FOR FIRST 2' 3 MAX. PERC. RATE _ < 2 MIN/INCH EXISTING 1000 T GALLON SEPTIC , 66.3't 64.0' I LOCUS TANK (H- 10 > GAS t] D o L1 © O C CI CLASS SOILS P# -L"210 WEgY (REUSE EXIST,) BAFFL 63.67' �� `�63.50 4 63.17' 0 0 0 0 0 0 o C' o �' 4' AROUND oo-coo CI oaco KaRY 6' CRUSHED STONE OR MECHANICAL 2' [� o O EJ o 0 o � o 0 61.17' ELEV. COMPACTION. (15.221 E23) mG MIN DEPTH OF FLOW = 4_____. ( 3.3Y. SLOPE) (--Ly. SLOPE> 3/4' TO 1 1/2' DOUBLE WASHE') STONE z 0/A TEE SIZES SL INLET DEPTH = 110 8" 1OYR 3/1 OUTLET DEPTH = 14" B LOCATION MAP NTS - FOUNDATION- EXIST SEPTIC TANK LEACHING LOAM 78' D' BOX 13 FACILITY ASSESSORS MAP 43 PARCEL 16 97, 8' 20" • 10YR 5/4 + 53.5 S s�`SS C1 UNSUIT. S ASS LOAM s 611, S, 56.17 64.17' ' 2.3 6`5r C 2 + 69.8 6s *CONTRACTQR -rG CONFIRM SUITABLE SOILS P`RC ° TO 5' BENE�TI•I LEACHING FACILITY AT TIME CMS + 60.7 OF INSTALLATION 3.3 2.5y 5/6 I , 12 OAK a + 5. 68.0 120" 57.5' j NO WATER �E S 71.1 727 F-NCOJN7ERED ,.j 17 SHED 69.9 ,7 65.7 1 '�'FPTIC nF^Tr,N: OAR ;C 11cpr<,cR AL-OWED 1, DATUM IS PPROXIM/ 'LD FROM QUAD CR APPLE 3 (SAS 70 734 DESIGN FLOW; 3_ Pc : 11 _ 7D'1S <____ uPD) = 330 GPD 2. MUNICIPAL WATER Io, EXISTING _ d � USE A 330 GPD D-S. uA FLOW 3. MINIMUM PIPE PITCH TO BE 1/8' PER F`00T, �j Qj(�,3 LP 7.8 I SEPTIC TANK: 330 _ _ 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10 . 5. PIPE JOINTS TO BE MADE WATERTIGHT. FLA STONE < BENCH MARK - TOP OF USE A 1000 GALLON SEPTIC TANK (RE--USE EXISTING) 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. BR K 739 RET. LLS Q 7.1 FOUNDATION WA L (SAVE) EL = 73 0' LEACHIING; ENVIRONMENTAL CODE TITLE V. GA EN x 0 o SIDES 2(25 12.83) 2 (.74) = 112 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT O To BE USED FOR ANY OTHER PURPOSE. 74.5 6 25 x 1283 ( 74. . O 7.7 p � BOTTOM. ) _ 237 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. 6 I TOTAL: 472 S.F. 3``J GPD 9. COMPONENTS NOT TG• BE BACKF!LLED OR CONCEALED WITHOUT + 4.3 + 71.4 x USE 500 GAL. LEACHING CHAMBL-RS (ACME OR INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED DECK �2 FROM BOARD OF HEALTH. EQUAL) WITH 4' STONE ALL AROUND 10, PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING 'LEACH PIT i + 72.4 TOP FNDN = 73.0� _ EXIST. DWELL. 78.1 EGEND + 6.2 TITLE 5 SITE PLAN 71. + .3 ** THIS IS AN ASSUMED WATERLINE / LOCATIONI (NOT MARKED AT TIME OF 100.0 PROPOSED SPOT Ei. EVATION OF Q .1 r�� TEST HOLE). CONFIRM LOCA:TiON 8 2 WAKE B Y ROAD PRl ;R TO EXCAVATION 100xO EXISTING SPOT EL%:'\/ATION IN THE TOWN OF: 7 + ��� 1070 PROPOSED cONTOUI? ( MARSTONS MILLS) B A R N S TA B L E 7 2 REPARED FOR: SHERRI LEA`� 4 ENWORTH o � �?'4 100 EXISTING CONTOUR � 111, r\ + 76.4 75. W 2.0 76.3 20 0 20 40 60 .� GRAVEL DRI 7 / PARKING 74.5 BOARr OF HEALTH �s - - MA SCALE: 1" = 2 ' DATE: APRIL 19, 2002 c =740.00' © .5 APPROVED APPROVED DATE -� / 75.7 Z 25.00 76.4 77.0 L^1 00 off 508-362-45�41 (+ ! ©7 .2 77.0 fox 508 362-'eW =-= -3 t 7`7•' +76.9 r I -�.., ��lH 0 i ,y,�4 n down cope engineering, Inc. ����" °F z� / Y ROAD D o AR NE H. Gs WAKES �� ARNE 9�y OJALA H. °; C' CIVIL ENGINErrRS f� OJH. � ClC�VVIL ' `v No.2 '48 :,. LAND SURVEY :IRS 9 939 main st. arMouth, ma )2675 , / a Y i+V H. OJALA, ., P.L.S. DATEE 92--333 76.9