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HomeMy WebLinkAbout0034 JULIE LANE - Health 34 Julie Lane cotuit A = 021 102 r t. TOWN OF BARNSTABLE G\ � LOCATION — OLV UQ, SEWAGE # VILLAGE C—Q,IV�i ASSESSOR'S MAP & LOT �►�,� INSTALLER'S NAME&PHONE NO. PA-5TORRa, 1525 C -V P 10 SEPTIC TANK CAPACITY �J bl0 GL LEACHING FACILITY: (type) z 60-O l C,1A (size) NO.OF BEDROOMS BUILDER OR OWNE ' = C331 PLLG, lice. PERMITDATE: COMPLIANCE DATE: 1 Lr.� 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 ® 2 AZ 13 A3, z 8 z 4 AY 69 � y 3 F? G<,p NO. THE COMMONWEALTH OF MASSACHUSETTS FEE ov cp-m r B O A RDy� ,O F HEALTH �51 ' nn �� APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct ( Repair ( ) Upgrade ( ) Abandon ( ) - Complete System ❑Individual Components C . Location Owner's N oz v ca ap/PL�4,. Address O 1 a5 t# � �� ` n Telephone t_a � Installer's Name �JC Designer's Na AddressAddress Telephone# Telephone# Type of Building: Lot Size �&7, Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) 5S gpd Calculated design flow3 � gpd Design flow provided��pd Plan: ate ,�-j 3-6 3 Number of sheets �— Revision Date Title ff Description of Soil( ) �—Z"�U "- l2" wld Z.S 2"' (�^� ram- & --(Zv` Soil Evaluator Form No. Name of Soil Evaluator D-S&—m Z�;, Date of Evaluation "-7'� DESCRIPTION OF REPAIRS OR ALTERATIONS l" — I6Z�C) The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further ° ees n _to a system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed -�' Date Inspections FORM I - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 ` { tTV —3 -t ``--.THE COMMONWEALTH OF MASSACHUSETTS FEE �O ` BOIAARD OF HEALTH APPLICATION FOR DISPOSAL SYSTEM CON TRUCTION PERMIT Application for aTermit to Construct.( O Repair ( ) Upgrade ( ) Abandon ( ) - D Complete System ❑Individual Components I3 � A I Location Owner's N i 12 C 1 to'Z. Address ap/P el# Add . , [# 04, Telephone tk i Installer's Name v �� Designer's Na i - i Address /V72— I Telephone# Telephone# J s Type of Building: Lot Size S , Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building t No.of persons L9 ' Showers_ ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) 55 gpd Calculated design flow3 gpd. Design flow provided 34-5 gpd Plan:,Date �-f 3-D 3 .� Number of sheets Revision Date Title A ana Q ',:,� ' Description of Soil(s) ` �- (Z" 'l� Z.S 2'-' L a G•w Lc����7•U a S�-� -Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation r DESCRIPTION OF REPAIRS OR ALTERATIONS (7" IGZ C The undersigned agrees to install the above described Individual Sewage Disposal System-in accordance with the provisions of � r a" i} TITLE 5 and further s not to -fie th system in,operotion until.a Certificate of Compliance has been issued by the Board of Health. _ F Signed i 'Date u Inspections i 4 f - FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 A � 1}— ';N �' THE COMMONWEALTH OF MASSACHUSETTS m FEE la I 61-1Q BOARD OF HEALTH - CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) Complete System f , The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) by. ,t at 3"1 `) u t p- .. .LA,v n_ lit�-t has been installed in accordance with the provisions of 3 0 CJR 15.00'(Title 5) and theapproved design plans/as-built plans relating to application No.UQ0 - S dated 1 2803 Approved Design Flow (gpd) Installer . j Designer: Inspector Date D The issuance of this certificate shall not be construed as`c guarantee that the system_ will function as-designed. j. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM5/96, No. 3_3ys THE COMMONWEALTH OF MASSACHUSETTS FEE BUG Yn_ CA. 1 - b BOARD OF .HEALTH f DISPOSAL SYSTEM CONSTRUCTION PERMIT °- Permission is hereby granted to Construct (CjC) Repair ,( ) Upgrade ( ) Abandon (. ),an individual sewage disposal system at .3 as.described.a r 1,_ '-`-in the application for Disposal System Construction Permit No. 2��3.: 3 S dated '7 '2 3 Provided: Construction shall be completed within three years of the date of th' 1 cal conditions must be met. Date / /v Board of Health o..�..'�..� � k,..,. - RM 2 - DSCP DEP APPROVED FORM 5/96 j 4, KFORM 1255 (REV 5/96) H&W HOBBSB WARREN TM PUBLISHERS- BOSTON `=`f f� ' f r - TOWN OF BARNSTABLE LOCATION - ul_V LN, SEWAGE # 4C' '`t VILLAGE C t 1U-1 ASSESSOR'S MAP & LOT e_ . INSTALLER'S NAME&PHONE N0. PAST XGA-vACT 0rJ SEPTIC TANK CAPACITY CJ f�0 GL iLEACHING FACILITY: (type) '-i 1;00 !91 C.K (size) NO. OF BEDROOMS BUILDEROROWNE PERMTTDATE: �`~ j COMPLIANCE DATE: i j 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 3 ® Z . A- 6e7— AY 60 38 ��j% a TOP OF SYSTEM PROFILE FOUNDATION NOT.TO SCALE - EL. 72.7 r^� SFINISH EPTIC TRADE OVER FINIS GRADE OVER --' DISTRIBUTION BOX 66.0 _-o FINISH GRADE OVER TRENCHES 67.0 RISERS TO 6" OF FINISH GRAD - o• ,. ,, _,, r, ,, �; , o -, ,, � , PRECAST CONCRETE °3"MIN. RISERS TO 6" b' 500 GALLON DRYWELLS a >; " OF FINISH GRADE - OUTLET PIPE(S) LEVEL H-10 REINFORCED LOADING 3" FOR 2'( MIN.1%SLOPE TRENCH LENGTH = 25'-0 6" " MIN.SLOPE'I% ° BEYOND MIN 13°'MIN. O DRYWELL LENGTH = 8'-6" o= 64.50 14 - „ U L 6 SUMP v %'� Lo � '° •O r. r a e ��, r e r. '' , MO:a ,O , ., q,0 a o a 'd Q;O:1 ,�rv, • o.q - - 6 64.25 63.76 ., o ° , r \; - PVC OR CAST IRON TEES' ,o:' -'` GAS BAFFLE6 -b �b� 'o,.o �� f•a ,o: .b b ,a:ao ° ¢ 'a�a;•o°� .,'o - DISTRIBUTION BOX 3.2 ' r _ :•� � ;�' '` ' � 1500 GALLON MINIMUM INSIDE DIMENSION 12" 3/4"- 1-1/2" DOUBLE „ , 0 ' o :� OUTLET INVERTS 2" BELOW INLET INVERT ' �, i" WASHED CRUSHED 3/4 - 1-1 2 DOUBLE 4, �, --! BSMT.FLR. FINISH GRADE PRECAST CONCRETE Q 'q MINIMUM CONCRETE WALL THICKNESS 2" b� STONE 17` WASHED CRUSHED ELEV. 65.2o=o �. ;�. EL. 66.0 -�y a !'. INSTALL ON COMPACTED LEVEL BASE STONE H-10 REINFORCED a - _ CEDAR SWAMP EL.44.0 MIN.SLOPE 1% �rf TRENCH SECTION '. � :4°• r. o Or. � �• •^o'' r 0'' as r 0� , 0 , Or '°• r. � 1 '�' j !4 _ NOTE: EXCAVATE TO =C= STRATJM .IP; ORDER TO SEPTIC TANK a 4 .• • REMOVE ALL =A= & =B= IMPERVIOUS 64.70 INSTALL ON COMPACTED LEVEL EASE u WITHIN 5 OF THE SAS. REPLACE WITI'`CLEAN , 9" MIN. 3" OF 1/8 1/2" . z CLAY-FREE SAND 4 DIAM. 36" MAX: DOUBLE WASHED ` PEASTONE ., � by �� Ic= •: 4 ,•, ', Pr ,, '�0,�,pr,,I (� `►`'''�^ r III EL.61.20 3/4 1 1/2" DOUBLE 1 48" 5'-2" „ -WASHED CRUSHED © •, STONE • o TRENCH WIDTH LET 6 2 ss"E 13'-2" / .59,300 SF. , / y • ° , ' ,� . p NUMBER OF TRENCHES 1 40 375 SFAMAND •. o NUMBER OF DRYWELLS 2 / � t n '°�) �6/ `� OBSERVA I iON PIT GENERAL NOTES: P-10280 PEFCOLATION RATE: < 2 MINAN gip,, 1. ELEVATIONS SHOWN ARE BASED ON ASSUMED WTNESSED BY: D.STANTON 2. ALL PIPES IN THE SYSTEM MUST BE CAST IRON BAR`JSTABLE BOARD OF HEALTH OR SCHEDULE 40 PVC. DATE: AUG.1,2002 3. HEALTH AGENT/CAPE & ISLANDS ENGINEERING DESIGN DATA MUST BE NOTIFIED WHEN CONSTRUCTION IS COMPLETE PRIOR TO BACKFILLING. o,, Tx#1 of, TH#2 /Iti/ 4. ANY CHANGES IN THIS PLAN MUST BE APPROVED =A= LOF�M =A=LOAM l �� / / / ; DRYWELLS FOR ROOF RUNOFF Ids o BY CAPE & ISLANDS ENGINEERING AND THE BOARD 10 YR 2/2 10 YR 2/2 NUMBER OF BEDROOMS 3 6 REQU D 0G� I I iil 11 i i� OF HEALTH. 2° 2„ GARBAGE DISPOSAL NO h� i 5. MATERIALS AND INSTALLATION SHALL BE IN =E=SAND 2.5 a R 6/2 =E=SAND 2.5 YR 6/2 DAILY FLOW 330 GPD. / \\ h o2,�d I / / / I �� 'e �2 !� I COMPLIANCE WITH STATE SANITARY CODE 12^ 12" SEPTIC TANK REQUIRED 1500 GAL. s� I I T =B=SANDY LOAM =B=SANDY LOAM '� � I I a 6o I ► [TITLE AND LOCAL APPLICABLE RULES AND SEPTIC TANK PROVIDED :1500 GAL. REGULATIONS. 36" 1OYR 5/i 42" 10YR 5/4 LEACHING REQUIRED 330 GPD. / 1 . • I I "o � 1 � I i I 6. NORTH ARROW IS FROM RECORD PLANS AND IS 70' I NOT INTENDED FOR SOLAR ENERGY PURPOSES. I 4 \ ro,' 7. WATER SUPPLY: MUNICIPAL WATER SYSTEM. SOIL ABSORPTION SYSTEM CALCULATIONS: 8. FLOOD ZONE C [NON-HAZARD] =C= M(eDIUM .SAND =C= MEDIUM SAND 10YR 7/�t 1oYR 7/4 SIDEWALL AREA = 152 SF. CEDAR SWAMP 152 SF: X .74 G/SF. 112 GPD. BOTTOM AREA = 329 SF. 60 i �I I I I � I \ NO Gt�OUND'INATER „ NO GROUNDWATER 329 SF. X 0.74 G/SF. = 243 GPD. II 1 �v v i 45� 1 I 1 I I I LEGEND I20 Ito LEACHING PROVIDED — 355 GPD. \ s \ I 52 PROPOSED CONTOUR SINGLE FAMILY RESIDENCE, ---52--- EXISTING CONTOUR 'I JULIg LANE OBSERVATION PIT PROPOSED SEWAGE DISPOSAL SYSTEM \ R n s . PREPARED FOR 1 \ I �6 1\ / ,--�I \:�� ► ' I , ❑ DISTRIBUTION Box <> GRETCHEN REILLY \\ i / ,' /I h i �•\I i I °� I �� � � LOT 6 [HSE.NO`.34] JULIE LANE A S 68°00'1 ��E I o 0 o SEPTIC TANK �i� , , � �� :,� .� COTUIT,MASS. t SOIL ABSORPTION SYSTEM 1oG PLAN NO. 051303 SCALE: AS NOTED / / / I I RESERVE RESERVE AREA �` �` �r " a FILE NO. 337BA DATE:MAY 13,2003 ' // / / •�. 11 I ' - �� �.- �,•�°r SEPTIC FILE NO. 72 PCS FILE: JULIE LANE 22.26 PIPE INVERT ELEVATION "�= CAPE & ISLANDS ENGINEERING J 0 0 800 FALMOUTH ROAD,SUITE 301 C PLOT PLAN 21 102 6 34 5 5 5 �, SCALE: 1" = 30' MAP SEC PCL LOT HSE _%? MASHPEE,MA 02649 (508) 477-7272 SOP OF SYSTEM PROFILE FOUNDATION NOT TO SCALE EL. 72.7 FINISH GRADE OVER FINISH GRADE OVER 0 SEPTIC TANK 66.0 DISTRIBUTION BOX 66.0 FINISH GRADE OVER TRENCHES 67.0 _000, - - RISERS TO 6" ' A^ OF FINISH GRAD— N,7,L K r PRECAST CONCRETE 500 GALLON DRYWELLS 3"MIN. RISERS TO 6" o H-10 REINFORCED LOADING OUTLET PIPES LEVEL _o OF FINISH GRADE ( ) 3r, FOR BEYOND)IN.1% SLOPE TRENCH LENGTH= 25'-0" �.. o- 0 6" ' MIN.SLOPE 1% o 7 - MIN _ _ Q DRYWELL LENGTH - 8' 6" _ 13"MIN. 14" - A m e °= 64.50 6++svMP PVC OR CAST IRON TEE,. _<y 64.25 63.76 :I �: .� °,o:� 63.60 ° 0 S'°�� ,;: .; t�-' o;+o +�or,C �r�' ° GAS BAFFLE 6 ;b �;b° �h• '�o. ,h,'';�'o� ;b p°+ � ,;, a,�o° o a 1 DISTRIBUTION BOX MINIMUM INSIDE DIMENSION 12" 3/4"- 1-1/2" DOUBLE 1500 GALLON OUTLET INVERTS 2" BELOW INLET INVERT 3/4 - 1-1 2 DOUBLE BSM T,FLR. =! FINISH GRADE 4' WASHED CRUSHED WASHED CRUSHED 4` ;o:-o'�`. ; PRECAST CONCRETE '4 MINIMUM CONCRETE WALL THICKNESS 2" STONE 17 ELEV. 65.2 0, ..-p EL. 66.0 �y a `!'. INSTALL ON COMPACTED LEVEL BASE STONE ° s H-10 REINFORCED ,� `4 CEDAR SWAMP EL.44.0or ' - > r -MIN.SLOPE 1% >,o,. °,, ,o , o. , ° , or •°. ,. � �,a 4' _ TRENCH SECTION Q SEPTIC TANK 1, `'\ - _4 •''' NOTE: EXCAVATE TO =C= STRATUM ?N ORDER TO - I p '.- e �'�`, .• ; REMOVE ALL =A= & =B= IMPERVIOUS MATERIAL " 64.70 INSTALL ON COMPACTED LEVEL BASE WITHIN 5' OF THE SAS. REPLACE WITH CLEAN, I 9" MIN. 3rr OF 1/8"- 1/2" CLAY-FREE SAND r� N (f �u. 4 DIAM. 36" MAX. DOUBLE WASHED �, PEASTONE cn 9' •cz a o• r r. o.. ..• A �: y �••,•• .... . EL.61.20 48� �� �' . 5'-2° •r'� . .� ° �'• rr 3/4"- 1-1/2': DOUBLE STONE WASHED CRUSHED S,5102 LOT 62ss„E .E TRENCH WIDTH e . 13'-2" / 59,300 SF. 40 375 SF/UPLAND NUMBER OF TRENCHES 1 I / ° ' o NUMBER OF DRYWELLS 2 � 6�) /66 / a ,� '.f i:.i�r✓I''�V��1 : f V i V P I i qI , I GENERAL NOTES: P-10280 PERCOLATION RATE: < 2 MIN /IN 1. ELEVATIONS SHOWN ARE BASED N ASSUMED VoITNESSED BY: D.STANTON S O S 0 SSU 2. ALL PIPES IN THE SYSTEM MUST BE CAST IRON BAF'NSTABLE BOARD OF HEALTH OR SCHEDULE 40'PVC. DATE: AUG.1,2002 3. HEALTH AGENT/CAPE & ISLANDS ENGINEERING DESIGN DATA MUST BE NOTIFIED WHEN CONSTRUCTION IS COMPLETE PRIOR TO BACKFILLING. 011 TH#1 0„ TH#2 I� 4. ANY CHANGES IN THIS PLAN MUST BE APPROVED =A= LOAM =A= LOAM / G I r �o`y� o/ l �� BY CAPE & ISLANDS ENGINEERING AND THE BOARD 10 YR 2!2 10 YR.2/2 NUMBER OF BEDROOMS 3 DR�C"WELLS FOR ROOF RUNO F l l i , OF HEALTH. 2 2 GARBAGE DISPOSAL NO " 6 REQ D =E=SAND 2.5 YR 6/2 =E=SAND 2.5 YR 6/2 5. MATERIALS AND INSTALLATION SHALL BE IN 12" 12" DAILY FLOW 330 GPD. COMPLIANCE WITH THE STATE SANITARY CODE SEPTIC TANK REQUIRED 1500 GAL. �2 o r I =B=SANDY FOAM =B=SANDY LOAM h I [TITLE AND LOCAL APPLICABLE RULES AND o I� h s� I I �11 I I I I I „ 10YR 5A 10YR 5/4 SEPTIC TANK PROVIDED 1500 GAL. r I \ i r i I REGULATIONS. 36 42" LEACHING REQUIRED 330 GPD. 6. NORTH ARROW IS FROM RECORD PLANS AND IS. f 70 . NOT INTENDED FOR SOLAR ENERGY PURPOSES. r I 4 1 !o� (" I I i ► I 7. WATER SUPPLY: MUNICIPAL WATER SYSTEM. SOIL ABSORPTION SYSTEM CALCULATIONS: I 8. FLOOD ZONE C [NON-HAZARD] =C=MEDIUM SAND =C=MEDIUM SAND I I ► 1OYR 7/ 1OYR 7/4 SIDEWALL AREA = 152 SF. 152 SF. X .74 G/SF. = 112 GPD. CEDAR SWAMP BOTTOM AREA 329 SF. b° 3 329 SF. X 0.74 G/SF. = 243 GPD. LEGEND 120" NO GROUND 120„ NO GROUNDWATER LEACHING PROVIDED_ 355 GPD. PROPOSED CONTOUR SINGLE FAMILY RESIDENCE I �� ----52-—- EXISTING CONTOUR . ,cf,•�° �� PROPOSED SEWAGE DISPOSAL_ SYSTEM `'A . JULI� LANE �� l OBSERVATION PIT �F ;: � w. I PREPARED FOR NA {, li is9`s°� I i r—'i •`31 I`� ' I I ❑ DISTRIBUTION Box �i GRETCHEN REILLY �\ i �v�bJL LOT 6 [HSE.NO.34] JULIE LANE o 0 o SEPTIC TANK COTUIT,MASS. isN1 SOIL ABSORPTION SYSTEM r � i`_ / // / / 1 I ,�►.n . , PLAN NO. 051303 SCALE: AS NOTED 0 RESERVE AREA ti� FILE N0. 3376A DATE: MAY 13 2003 RESERVE „ , / / / �`• 1 I �,�,„ , �• SEPTIC FILE NO. 72 PCS FILE: JULIE LANE 22.26 PIPE INVERT ELEVATIONS �' " CAPE & ISLANDS ENGINEERING I I � � �{t'�as f �� z z "z 21 102 �. ��; a ' 800 FALMOUTH ROAD, SUITE 301 C' PLOT PLAN 6 34 5 5 5 ( '�i, �` : :, MASHPEE,MA 02649 (508) 477-7272 SCALE: 1" = 30' MAP SEC PCL LOT HSE ' sz . ,