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Home My WebLink About0253 SADDLER LANE - Health 25)3 Saddler-L'ane West Barnstable A= 152-053. lip k --- , 0 i I i I i I 1 TOWN OF BARNSTABLE ✓�� LOCATION 95 3 Sac ca"e r 'L'L SEWAGE # VILLAGE SSESSO OT INSTALLER'S NAME&PHONE NO. \J25'/" Sou za4 SEPTIC TANK CAPACITY S :LEACHING FACILITY: (type) e[ (size) -NO.OF BEDROOMS BUILDEROROWNER e.t� PERMITDATE: r7if5 0? COMPLIANCE DATE: 30 )3 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 3 et of leaching facility) Feet Furnished by f art A 3 e� 43l_ �lu Lo 0-2 (01 < r No. o ` -0 3) / ` Fee Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS ,t Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01ppYication for Miopozar *potem Construction Permit Application for a Permit to Constnacoll)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Add res Lot No. Owner's Name,Address and Tel.No. Z53 IZZ'r I-a,, W. r-na �� I`yi i✓Q�ai.�e. B��!!� rc V1 Assessor's Map/Parcel ,g—Z g �� Z Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. f L F4,-SOA fawvo, — )%0L z f'�-d Yet! arc. S Type of Building: Dwelling No.of Bedrooms _ Lot Size 11j 1910sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( Cafeteria( ) Other Fixtures Design Flow //_ Z/ gallons per day. Calculated daily flow gallons. Plan Date 6 v 2 — 03 Number of sheets. 2: Revision Date Title Size of Septic Tank Type of S.A.S. t; G�►�t d►c. [° kg�e�r Description of Soil Sa,n,L 4t sN�� 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 be issued b this Board of Health. Signe Datelamp � - Application Approve Date Application Disapproved for the ollowing reasons Permit No. �ab", 3 3 Date Issued :2 �� ®✓- r � VT No "/0 V THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 2ppricatton for Mtopogal *pgtem Congtruction Permit- Application for a Permit to ConstrucoQ Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. 25"3 5ac�dh�� 1-4, w. &rn341*.Wt tlat W4�nr- ;44/1g f c ✓► Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Jasc2vA Sawtr%,. - Albove 6-mjG• �'an Sµr`V cwt3u ��an 5 Type of Building: Dwelling No.of Bedrooms_` Lot Size 11"�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 Z w 0 3 Number of sheets. 2.. Revision Date Title Size of Septic Tank /b Vy Type of S.A.S. tegCLN",W�, r ilgq ..' I�e r 's Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: oe 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. Signe Date `b Application Approve Date J Application Disapproved for the following reasons Permit No. Date Issued 7 /5/G3 --------------------- 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 z5 3 SG ,Q Oki.5A .LIO , has been construct1dd in Accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ��3` 3 I dated 13� G Installer Designer The issuance of thi permit shall not be construed as a guarantee that the syste t c I s ( ' .�� Date rl �a'0103 Inspector No.� > � / C -------------------------Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Qigpogal *pgtem Congtruction Permit Permission is hereby granted to Construct Repair( Jpgrade( Abandon( ) System located at Z> ? J� 111 �r. L► I.:�1 I Z ems, and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to I comply with Title 5 and the following local provisions or special condit'.ons Provided: Cons 7075 be completed within three years of the dat of this t. Date:_ / Approved by TOWN OF BARNSTABLE - yo 3-31'7 LOCATION . 3 �� r 'L SEWAGE # O VII LAGS �� 1"�S 6� ASSESSOR'S MAP &LOT CSZ"D5 3 Sl/l'► ? H- Oar 6 HONE N0. S INSTALLER' S NAME&P � w z.�4 � SEPTIC TANK CAPACITY LEACHING FACILITY: (type) Fle-(CQ (size) NO.OF BEDROOMS BUILDER OR O PERMIT DATE: r2? COMPLIANCE DATE: 30 3 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 Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 3 et of leachin�ffacilh�ty) i Furnished by I A4 3 8 ' a y �e_ fie 4 31_ y Lo 0 C A �, �'0 -(94 k i. WEST BARNSTABLE t`' , „ r �fd LOT 29 ' �0 OPEN SPACE A.M. 152157 0. ,� , LCT 23 T q � A.M. 151147 N ' o LOT 22 /�� ° b SADDLER fps / �� 1 / LAN AREA=17,890E S.F. ° \ �;;:, / lb- 0 CATCH® LOCUS MAP 0� o / / CATCx® •row ,�, OF L,g5.4 s /O LA. PAU 's s QQ js0 \ \ ��Cx (0 ��. / NiERITNEW 3 m \ �Sb SS�4 � �NKSITE AND SEWAGE PLAN 0 LOCATED A T.• BRc'UCE �� oo ,' �/ 253 SADDLER LANE MURPHY No. 749 _ ' - TP //� ' NSTABLE, MA. r y / WEST BAR , �rll dp- / , PREPARED FOR: Tp, ' WA YNE HALLGREN LOT 21 1� ' •� `� / s -36 -S-q A.M. 152152 ��. _.� / I JUNE 2, 2003 98 SCALE: 1"=20' PLAN REF 420/96 & 38261 lb �'� �,��YANKEE SURVEY CONSULTANTS ` RESOURCE PROTECTION �� /� / 0� // 0 VERLA Y DISTRICT �. �� 4� �o� /�,� ��, �� UNIT 1, 40 INDUSTRY ROAD P. O. BOX 265 FLOOD ZONE: "C" �4 vQ' S�� o� �y\ /w� � / � 0�/ MARSTONS MILLS, MASS. 02648 GRO UND WA TER PROTECTION / �� I �` / G TEL: 428-0055 FAX 420-5553 0 VERLA Y DISTRICT "AP" 4� �` Op' /EA W // �� / � 4 �� CA N� -;r�,1'�ARgS 5 PAGE 1 OF 2 J# 53407 GM f FOUND. EL.=_99.0 20' MIN. MIN. V CONCRETE COVERS j 4" SCHEDULE 40 P.VC AON. PnVH 1/8 PER FT. 21AYER OF CONCRETE CO VER WASHED SHED S7YINE 6'MAX 6sNA� , / / .T/T, . . i / EL=96 / . . . . . . . 4" CAST'IRON PIPE 6" MAX P17rH 14 MINIMUM f w CLEAN SAND FLOW LINE /� EL=95,5 INVERT INN 14. 5, ! _ _ _ = O = = o = EL.=_96.5'_ ADD CAS INVEA7 `EVEL = = o = = = = = = o = ego° o0 oo---- BAf"S —96 0' 1 INVERT 6 SUM LEVEL °°oo; o == 0 =_ __ _= 0 =_ __ =o '8 o =92,7' INVERT EL.—_—• INVERT o EL.=96.25 L-L.=S5 75' al..=9_5.5 - 4'0 (3) 500 GAL LEACHING CHAMBERS 4' __1QQC__GALLON5 DIST��TION EL.—R42' FIVE FOOT STRIP OUT AROUND S.A.S. EXIST. SEPTIC TANK M BE WATER TESTED 12.8' X 35.5' TRENCH FVRMATION ti O IF MORE THAN ONE OUTLET PLACE ON 6" S70NE 3 SOIL ABSORPTION PROFILE OF 7t9 �' DOUBLE WASHEDE0 s7 S7 nNE SYSTEM (SAS SEWAGE DISPOSAL SYSTEM NOT TO SCALE TOP OF PERCHED WATER IN OPEN SPACE KETTLE HOLE (6102103) EL =87. 7 BOTTOM OF TEST HOLE NO OBSERVED WATER TABLE (719/85) ELEV.= 8_3.5 OBSERVATION HOLE 2 ELEV.=97 5_ INSTALL• OBSERVATION HOLE 1 ELEV.= 97.5_ PERCOLATION RATE SS__ MIN./ INCH (3) 500 GAL LEACHING CHAMBERS DEPTH TEXTURE DEPTH TEXTURE ._ SPACED I' APART -- CONNECTED BY PIPE 0-2 TOP AND SUBSOIL O-1 LOAM 2'—Il' MEDIUM FINE SAND 1'-2' SUBSOIL WITH 4' STONE ALL AROUND W/FINES (BONEY) 2'-14' COARSE SAND AND 12.8 X 35.5 GRA VEL WITH TRACES FIVE FOOT STRIP OUT AROUND S.A.S. 1'-12' HARD COMPACT FINES OF SILT APPROX DEPTH OF 2 FEET NO�XATER ENCOUNTERED HEALTH DEPT. TO INSPECT PRIOR••TO INSTALLATION NO WATER ENCOUNTERED GENERAL NOTES SOIL TEST 1) AL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. DATE Or SOIL TEST 719185 SOIL TEST DONE BY DOWN CAPE ENGINEERING TITLE 5 AND THE TOWN OF _ BARNSTABLE_—_ RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. WITNESS-ED -BY: JIM CONLON (B.O.H.) 2) ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO 07THIN 6" OF FINISHED GRADE, OTHERS 12 3) AL COMPONENTS OF THE SANITARY SYSTEM SIHALL„BE CAPABLE OF DESIGN CALCULA TIONS: WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 4 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE NUMBER OF BEDROOMS . . . . . . . USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. GARBAGE DISPOSAL . . . . . . . NO = 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL TO TA ESTIMA TED FL W BE MORTERED IN PLACE. 11 GAL/BR./DA Y x __ 4 BR.) 440 GAL/DA Y 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH ( --0--- DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO PROPOSED SEPTIC TANK CAPACITY 1500 GAL OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR SOIL CLASSIFICATION . . . . . . . . 1 IS TO CAL "DIG— SAFE" AT 1—800—322—4844 AT LEAST 72 HOURS DESIGN PERCOLATION RATE . . . . . < 2 MIN./IN. PRIOR TO COMMENCING WORK ON SITE. 4', EFFLUENT LOADING RATE . . . . . . • 74 GAL/DA Y/S.F. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS LEACHING CAPACITY AREA X RATE 478 GAL D SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. / A Y 8) PARCEL IS IN FLOOD ZONE "C" __. RESERVE LEACHING CAPACITY . . 478 GAL/DA Y PACE 2 OF 2 9) LOT IS SHOWN ON ASSESSORS MAP _152 AS PARCEL _53___. (35.5XL2,8X. 74)+(35.5+35.5+12.8+12.8)X2X 74) Jl 53407 a' � • ° l r � � � � S � �� y i y .r � , { ,. c • ,_ �--- •/l{�CSC Go-c�J �� ' W ,,� j i IY �. • ,r f