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Home My WebLink About0286 NOTTINGHAM DRIVE - Health 286 Nottingham Drive A= 171 —040 Centerville 5 M EAD� Wa Z�168Li0R UPC In" .m..a�• wa.mwu► �s� TOWN OF BARNSTABLE7LOT1'7/- eLLOCATION alO�o /�/��r% yd��, c(✓ SEWAGVILLAGE . Ce'?AeV,' lle ASSESSOR'S MAP010 INSTALLER'S NAME&PHONE NO. So�� C. �5 �t� fon��`s�•C��°, SEPTIC TANK CAPACITY /SRO LEACHING FACILITY: (type) c2- 5-004 (size) NO. OF BEDROOMS 3 BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: 3-26 —(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 +) O� L' 3 I T�k G,nn•- 3 V13 I� o ruH/c OVI/. a� 5-13�.� � I i — No. �DD� i { � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01ppfication for �Bigogal *pgtem Congtruction 3dermit Application for a Permit to Construct( )Repair(/)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. -Lpj(� C�U t+ 14 ''Q Owner'¢Name,Address and Tel.No. Assessor's Map/Parcel �g, . .it/fl�7`; Installer's Name,Address,and Tel.No. Designer's Nq"LA5 arLj TeIIJ0YLE & ASSOC. sfd��f, c: 42 Canterbury Lane �fl, /sox 337 East Falmouth, MA 02536 {t, Type of Building- '......ws 1•..;i. ).�QW'.l f M,�icti�c k Cel in No.of Bedrooms .� Lot Size lsq.ft. Garbage Gnrider er Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures / Design Flow 730 gallons per day. Calculated daily flow 2 G gallons. Plan Date 0%-Z-L-@,'I- Number of sheets 1 Re`vi ion Date o-s-►'2-o'Z Title SrcAk. sysT'. ZttWb,lL PILA" 1~oz Z4�(o l�ko��at.re�bTh 7R. Size of Septic Tank I CDC> Type of S.A.S. [a!kw*-nat n>,�O&d Description of Soil Storrs- Sit-t-" .►ate ll_ �N Nature of Repairs or Alterations(Answer when applicable) e 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 is this B d of lth. Signed Date 7 2� ®Z Application Approved by _ Date —a.S=-0 Application Disapproved for th ollowing reasons Permit No. a 0®2- /ZS- Date Issued - 5�V Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUB, IC,HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYfcation for Mfgpool *pgtem Construction Permit `\ Application for a Permit to Construct( )Repair(✓)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. -Lb G D M �3 �� — , Owner's Name,Address and Tel.No. 1,� 1;��n 5 Assessor's Map/Parcel �6 N�77`�','��is.n-, dI— 'N 14 Installer's Name,Address,and Tel.No. Designer's Name,� '�1iJ Te No i . DOYLE & ASSOC. 13OX 33 9 // O�Gyi 42 Canterbury Lane ast. Falmouth, MA 02536 G '� Type of Building: 508/540-2534 (Dwellin - No.of Bedrooms .� Lot Size 15_ D�sq"ft., Garbage Grinder `H e� Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 73 a gallons per day. Calculated daily flow f gallons. Plan Date o L-'t Z-o"L Number of sheets l Revi ion Date o-s-IZ-0'7_ Title 5T;-v.�. sy sT, Zc�.�>W.CL ►7'LlI&I I=o tt Size of Septic Tank 1900 t7a CRIZ-. Type of S.A.S. G.►AAMar,.tL Description of Soil S r--_s= StT t= �t� 1 t_ t-o cl Nature of Repairs or Alterations(Answer when applicable) f i 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 issuned "this Bo d of alth. Signed Date �'��' ` OZ Application'Approved by 4 Date �-a.S y 2 Application Disapproved for th ollowing reasons Permit No. U d ? - 1 2S 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( )by at has been constructed in accordance with the provisions of Tit e 5 and the for Disposal System Construction Permit No. �00 2-1 d 5- dated 3"2_S --u � Installer-Zd `—A ,a Designer The issuance of this permit shall not be construed as a guarantee that the syste • will f nct, n a designed. Date - -07 Inspector h�,� � .y, v No. )Ud 2,� Fee •_ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS 'fgpogal *Pztem con5tructfon Permit Permission is hereby granted to Construct( )Repair( Ugrade( )Abandon( ) System located at G�r- C9^ �1n11'ilt 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 pe• ii Date: Approved b, TOWN OF BARNSTABLE LOCATION —4786 1��r;'�y��,,, d� SE AGE # e?00.2 VILLAGE_ l'e�7i'ri; •/% ASSESSOR'S MAP & LOT — D O INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY _ /vj�? LEACHING FACILITY: (type) g;7- 5004 l`rsy.ay�r�•s (size) NO.OF BEDROOMS 3 BUILDER OR OWNER PERMTTDATE: 3—e?5- COMPLIANCE DATE:_ 3-�6 `d; 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 //;n 1 02 ( 1 t7 1 1 i ys 3 l.,4 k ��.>« 3 y " AG ' Q o o-sox y3 3Dz- - cti�•�ef� Yir 371 1 0-1hX a w�s/'ST�+e avv�� YtS SZ G 17y-, 5 7Y_j TOP FOUND. EL A 2" of 118" - 1/2" Peastone -------'-- WATER TIGH' COVERts ` - o e 2' LEVEL --ry FLOW LINE � �-� I p • � -----___._ ___.. ,._ Total .Tremb Length z� o 1Or INN. 62r ;a° INV. EL. r- c��;tzc� --� ,�, - .1-1;:2" hashed Crushed Stone MIN. 6' 30 5 3�4 �1c 1 2dtb '-� �. •' LOM OEM j SUMP x" — T'J ' " Mashed w L� / Crux ed Stone INV. EL. Qal-� < PROPOSED S. A. S TRENCH SECTION j INV. EL. �0•!o III V. El —' _�- +.- ' - ..- -- INV. EL _30,4 o L o c� �� c� c� c� c� EZ ze.•a ... No. of Trenches 1 I PRECAST REINFORCED CONCRETE No. of 500 Gallon Precast Chambers z DISTRIBUTION BOX 314" - 1-1/2" Washed Crashed Stone 1 J INSTALL ON A LEVEL BASE MINIMUM WALL THICKNESS = 2" \ — �� MINIMUM INSIDE DIMENSION - 12" OUTLET INVERTS SHALL BE EQUAL TO EACH OTHER AND AT 2" MINIMUM BELOW INLET INVERT. THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX , SHALL ALL HAVE EQUAL INVERTS AS DETERMINED BY FLOODING THE DISTRIBUTION BOX TO THE HEIGHT OF THE DISTRIBUTION ' LINE INVERT AFTER ALL LINES HAVE BEEN SEALED IN PLACE. ° INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE AND NON-DEFORMABLE MATERIAL PERMANENTLY FASTEND TO THE '' u LINE OR RECONSTRUCTING THE LINES UNTIL ALL INVERTS ARE OF / �/ T7 P EQUAL ELEVATION. ' ' T' 7CC TAia 62 � 6 t 04 Existing �016 Pa ve 35 Pump & Remove 1 �� ck �«,.o Exist, L`P. 2 �+s �� ate, a ' DESIGN DATA: �6 �,� 62.6' ,\ X STRUCTURE 6,� �' Proposed S T,O G' �.S M-A TYPE NO. BEDROOMS GARBAGE DISPOSAL DESIGN FLOW 3 r� ��o = z-a.J ?rA. \-uap j / Op Jam" 30' e�8 2. 1s00 " d,/b f SEPTIC TANK D �asi—E rrc1 J ' , 62. 9' �'Ya X Awst 1000 LEACHING FACILITY —T•-L �-3,z -Z j-N?5)!t 7.,o = 15 Z ,� o I Gallon 61 82 8,2 - Tank ¢p ZONING DISTRICT RC N / �`6� x ems. ,�yti O IERLA Y.• GP ez e' BUILDING SETBACKS:- X Fenced FRONT 20 61 Q'�� Swimming SIDE & REAR 10' Pool area ✓� ti� 6 ASSE,�'SORS DATA: MAP 171 PARCEL 40 s 62 Deck off, sz ? X ` STREF,'T ADDRESS:/Colo #286 Nottingham Drive 4 Q �e 62.5' Soil Logs X JJ� LOT 21 � Test Date: March 8, 2002 15, 000 sq. ft. Siol A'valuator.- Stephen Doyle G'^ N 01 '14s Sewage Sy-stem Repair Plan General Construction Notes +�� s+� Pre ared For. Pere Rate: <.;2 MinlInch P pp r�`' 286 No t tin ham Drive 1. All the workmanship and materials shall conform to D.E.P. Title 5 and the Town of U 1 lSw G"��, y I1�HEN Barnstable rules and regulations for the subsurface dis sal of sewage. + 'f J. g" p° r g i bP DOYt.E In 2. At least one access port over tank tees shall be accessible within 6 inches of finish grade, � No 7 Centerville, Ma ssa eh use t is with any remaining access ports brought to within 12 inches of finish grade. W y' 0„ �,A--t- Scale. 1" = 20' Date: February 22, 2002 "A " SL 3. All components of the sanitary system shall be capable of withstanding H-10 loading " Prepared By: 10•j'r 3/2 Stephen .1 Doyle And Associates q(" unless they are under or within 10 feet of drives or parking. H-201oading shall be used 42 Canterbury Lane, E. Falmouth, MA 02536 „B» h5 under or within 10 feet of drives or parking unless noted. Telephone: E Falmouth, h, 34 22" F2e�3v3sfor� F1ve� � 4. The excavator/contractor shall verify the location of all site utilities prior to any GRAPHIC SCALE „C" excavation. 20 0 �0 20 ♦o so MER Pere ,24" SAND 10 5/6 5. Sewer pipes shall be 4-inch Schedule 40 PVC laid at 0.02 slope. 0,W% & ( IN FEET ) GRA VET 6. Any masonry units used to bring covers to grade shall be mortared in place. i inch = 20 it. 120" 7. Finish grade shall have a minimum slope of 0.02 feet per foot. I 03-r Z-o-C ►•� 4'�.,�-P A'o Ground Water Encountered NO. DATE DESCRIPTION BY