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Home My WebLink About0062 WREN LANE - Health T 62 'Wreri bane Marstons Mills A=029-023 '\ TOWN OF BAMSTABLE LOCATION m n a �i ti A 6,r d SEWAGE # !RIL41L VILLAG A ASSESSOR'S MAP& LOT�l`'3 INSTALLER'S NAME&PHONE NO. C A R y TAi y,liF z i,,,s SEPTIC TANK CAPACITY LEACHING FACILITY: (type)o Acuff'. (size) -3 0 AP 6- NO.OF BEDROOMS 3 M_ BUILDER OR OWNER// u e �rw, PERMTTDATE: 2 !G /Q COMPLIANCE DATE: - Q -T Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility �/g Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Edge Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of le hing facility) 64 04 f Feet Furnished by T4,e C d¢L / `ate � � _ � �� ,y`1 p� .��-' (�c �� No. _ 4�-0�3 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS foMv5po�af *pztem Conztruction Permit . r1iration . a�y Apphcahon fora Permit to Construct( Repair( )Upgrade( )Abandon( ) []Complete System ❑Individual Components Location Address or Lot No. 9 Owner's Name,AddreAILLS '�JI.N a MOC � � 9 � ��J �-W T Assessor's Map/Parcel �j�� ) . [Pp Installer's Name,Add n 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 of Repairs or Alterations(Answer when applicable) . A J P 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 Co nd not to place the system in operation until a Certifi- cate of Compliance has beer ed b and of He t Signe Date Application Approved by Date Application Disapproved for the following reas n Permit No. Date Issued 'l '.•.f,.."'Aio•"'` - "'"Fee—�� r c' 01 Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS' Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS �'( application fo Migw5al *pgtem Construction Permit Applibation fo a Permit to Cgnsfruct( )Repair( )Upgrade( )Abandon( ) O Complete System El Individual Components F Location Address or Lot No. ( yyl„n/J�n fj� Owner's Name,Address and Tel.No. Assessor's MapTarcel d �,� L ►t-,MO L 'S L17 Installer's Name;Address_an Tel. o; Designer's Name,Address and Tel.No. Type of Building: t 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. 4 Description of Soil ' 6\ 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 s te�sewage disposal system . in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in Tration.unt•,1�a;C�ertifi- ti cate of Compliance has beeniss ed Z i and of Healt f.� --'' ' r Signedj 119, Date Application Approved by %t Date Application Disapproved for the following reas s f 7 Permit No. Date Issued ——————————————---———————————— ———— — THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS - ° Certificate of Compliance `f THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(Repaired( ) Upgraded( ) Abandoned( )b at s b n constructed in accordance F with the provisions of Title 5 and the for Disposal System Construc' n Permit No. ated Installer 0 Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date 1 /J Inspector z /I — ��1 —————————————————————————————— ——— No.�� Fee ' THE COMMONWEALTH OF MASSACHUSETTS PU" ,#SIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS igozar pgtem Construction Permit ro Permission is hereby granted dtto�Cons ct( )Repair( Wp%ade( )Abandon )System located at /�1 I � 1 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. /% f Date: 1_4 — / - y'7 Approved by 1�r� 1 TOW,N OF BARNSTABLE LOCATION t!o T /��• 1 Vvt n Irt a�a I�i ti c,� SEWAGE # ,�-f`�— `7 1 4 VILLAGE �' �� '�`:1�flAs ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. A 1Z Ai V IZ 1-C SEPTIC TANK CAPACITY re, LEACHING FACILITY: (type) �l �e�. (size) 10 A d B NO:OF BEDROOMS BUILDER OR OWNER n , e ir PERMITDATE: V I. /1 r COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility g Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) !r t^cca ' Feet Edge of Wetland and Leaching Facility(If any wetlands exist `within 300 feet of le hing facility) / d" ":1 '' Feet Furnished by �4�L C, tit,�:l.i if. =" a� LOT 143 / S79-1 OF w JOHI yGv, 148 03 `LANDERS-CAULEY g U.POLE CIVIL 7 I . n 1 No. 35101 LOT 142 L E� AREA=20,195 S.F.t co I i00ul 0 2 % o 'D 1� $ 0 1 to pROpOSED m h' GARAGE I t at Iv �loterudate) r / m LOT 141 I /PROPD� I °' I 1500 GAS- � ,8.0' TANK /F_OF E V I:EV•'! I m 37.5 total 10.6' /I 103.00 cn .5 ' / 36.0' 1 I 20 ,� APPLICANT: I ® R ASEE I - ® o / ST U BAKER P. O. BOX 910 WEST FALMO UTH, MA 02574 P. 9g PROJECT LOCATION: _ �S814g20PW LOT 142 MOCKINGBIRD LANE EDGE _ OF _ PAVEMENT FALMO UTH, MA 02540 — CATCH LAN E BASIN CKINGB�p J. E. LANDERS- CAULEY, P. E. M CIVIL ENVIRONMENTAL ENGINEERING BENCHMARK:TOP OF TAGBOLT #1381 P.O. BOX 364 WEST FALMOUTH, MA 02574 ON FIRE HYDRANT (508) 540 - 3022 ELEV.=100.00' (ASSIGNED) AS S. # DATE: FEB. 6, 1996 SCALE: 1" = 30' DRAWN BY: JDR JOB NO. 50871 588 SHEET: 1 OF 2 It F.F. ELEV._103 PROPOSED F O'min. - ELEV.= 101.0 ELEV.= 101 _ ;{ 4" CAST IRON OR CONCRETE COVERS SCHEDULE 40 P.V.C. 4" CAST IRON OR 4" DIA SCHEDULE 40 PERFORATED PLASTIC PIPE END CAPS ON ALL PIPES i SCHEDULE 40 P.V.C. 5' ON CENTER A 3" LAYER OF DIST.=10.6' SLP.= 0.02 SLP.= 0.00 12 min 1/e"-1/2" . INVERT DIST.=4.5' CONCRETE COVE DIST.=37 5_ WASHED STONE 97.91 FLOW LINE ---- SLP.= 0.02 0. 0 0 0 _ 0 0"0„0„0„0 0„0 0 0„0 0�0 0 0„0 0„0 0 0„0„0 o a„o„a„o o„o�ELEV.=---- ELEV. 97. 70 INVERT ELEV. 9_7.18 08000000 000000000000000000000000000000000000000000 00000000000000000u0o0c ELEV=97.O i 10" MIN. 19" _o_o_o_o o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_o_ _o_o_o_o_o_o_o_o_o_ ELEV.= 97.45 < 8" LAYER OF � ELEV.= 97.36 —' ELEV.= 9_7.19 0 0. /4" TO I O v v v t� c� c� U U U U C, O O U U U (� U U o C`WASHED STONE f 4" CAST IRON OR O O O O O O O O O O O O O O O O O O O O SCHEDULE 40 P.V.c. DISTRIBUTION BOX 0-0 0 0 0 0 0 0 0 0�0�0�0� � ono o„o 0 0�000 ELEv.=9-6.5f1 USE STONE A f 1500 GALLON SEPTIC TANK TO BE WET TESTED IF TO LEVEL THE 7.0 TO BE PLACED ON MORE THAN ONE OUTLET. BED AS NEEDED. 6" OF STONE OR TO BE PLACED ON f MECHANICALLY COMPACTED SOIL. 6" OF STONE OR _------------------------------------ USE A TANK WITH THREE COVERS. MECHANICALLY COMPACTED SOIL. BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELEV =89.5 ---- l USE H-20 LOADING SOIL TEST DONE BY: J.E. LANDERS-CAULEY P.E. IF MORE THAN 4' OF COVER. WITNESSED BY: ED BARRY PERCOLATION RATE: -2_-_MIN/INCH P# 8638 TEST HOLE 1 DATE: 1_212�9_5_ ELEV._�QOiS _ �o`�o�o�o"o�o �o�o"o"o"o"o� i•eI'"Y1/� OF ;st ice" v ,�A9F�D S[oNE t PROFILE OF DEPTH HORIZON TEXTURE COLOR MOTT. OTHER o0 o A0 0 0 0 0 0 0^ 6• OF 9/4 1-1/2- smm SEWAGE DISPOSAL SYSTEM 4 PERFORATED PIPES NOT TO SCALE 0'-6" 0 SECTIO — _ 6"-24" A SILTY LOAM 0F4`�� t � N { GENERAL NOTES: 24"-54" B SILTY LOAM ;' LANDE' CAULEY C iL No 3 101 . 1. THIS PLAN IS FOR THE CONSTRUCTION OF A NEW SEWAGE DISPOSAL SYSTEM. 54"-120" C MEDIUM/ teV T Rio 2. PLAN REFERENCE LOT142 BARNSTABLE REG. OF DEEDS. COARSE 3. THIS PLAN IS FOR THE INSTALLATION /REPAIR OF SEPTIC SYSTEM SAND AND NOT TO BE USED FOR SURVEYING AND ZONING PURPOSES. DES DATA: 4. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. NUMBER OF BEDROOMS 1H&EF(�___ 5. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN TEST HOLE 2 DATE: 1212�95 ELEV. ! 12" OF THE FINISHED GRADE. DEPTH HORIZON TEXTURE COLOR MOTT. OTHER GARBAGE DISPOSAL - Y011 (0)_____ 6. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE TOTAL ESTIMATED FLOW 331Z_____ GPD SAME, UNLESS NOTED BY FINAL CONTOURS. . 7. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE 0"-3" 0 ( 112__ GAL/BR./DAY X ___ BR. ) OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR SEPTIC TANK CAPACITY 1512Q-GAL-_ WITHIN 10' OF DRIVES OR PARKING AREAS. H-20 LOADING 3"-29" A 31LTY LOAM SHALL BE USED UNDER OR WITHIN 10' OF DRIVES OR PARKING LEACHING AREA REQUIREMENTS AREAS UNLESS NOTED. 29"-52" B ILTY LOAM 8. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL SIDEWALL AREA Q _-_ GAL./S.F. ' BE MORTARED IN PLACE. 9. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH BOTTOM AREA -f-Q0 --- GAL./S.F. DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO 52"-128" C MEDIUM/ OBTAIN SUCH DETERMINATION FROM APPROPIATE AUTHORITY. COARSE LEACHING CAP.(BOT. & SIDEWALL)_444_ GAL. 10. THE EXCAVATOR/CONTRACTOR SHALL VERIFY THE LOCATION OF ND ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. RESERVE LEACHING CAPACITY _444 GAL. I APPLICANT: STU BAKER DATE: FEB. 6 1996 SHEET 2 OF 2 JOB ## 501371