Loading...
HomeMy WebLinkAbout1039 Great Island Road Proposed Sewage Disposal System 3/2F.2 Ci 2 RELOCATE UGW PROPOSED \ \� GARAGE �� LIMIT OF ZONE OF \ \ TOP OF SUB \ INFLUENCE (SCALED) -27.2 �CNDERGFtOi ND \ \ \ \ N.'ELL HO ti E / \ / PROPOSED '4 '� DRIVEWAY PARKING \4,I \ \ PROPOSED` \T DWELLING TOF = J27.5 \\I 247 F /1 �� v GRAVEDFiVEv'JAY DEEP TEST HOLE OBSERVATION LOG #1 DEEP TEST HOLE OBSERVATION LOG #2 DATE: 12/05/01 JOB: 0-9978 3"MAX. a PERFOPMED BY: DAN SULLIVAN WITNESSED BY: AMY VON HONE BAFFLE PLOT PLAN DEPTH FROM SOIL j SCALE: 1 in. = 20 ft. SOIL TEXTURE SOIL COLOR (FT) ASSESSOR'S MAP 2 PARCEL 11 (USDA) (MUNSELL) MOTTLSNC LOT AREA: 114.389 SO. FT. f 23.3-23.2 0-1 O - _ _ Vi �-,. 23.2-22.8 1-6 A - PROPOSED LIMIT OF ZONE OF 235 ROOTS, FRIABLE 22.8-21.2 INFLUENCE (SCALED) SANDY LOAM 2.5 YR 6/6 NO SANDY LOAM FRIABLE 21.2-17.8 25-66 Cl RELOCATE UGW PROPOSED \ \� GARAGE �� LIMIT OF ZONE OF \ \ TOP OF SUB \ INFLUENCE (SCALED) -27.2 �CNDERGFtOi ND \ \ \ \ N.'ELL HO ti E / \ / PROPOSED '4 '� DRIVEWAY PARKING \4,I \ \ PROPOSED` \T DWELLING TOF = J27.5 \\I 247 F /1 �� v GRAVEDFiVEv'JAY DEEP TEST HOLE OBSERVATION LOG #1 DEEP TEST HOLE OBSERVATION LOG #2 DATE: 12/05/01 JOB: 0-9978 3"MAX. a PERFOPMED BY: DAN SULLIVAN WITNESSED BY: AMY VON HONE BAFFLE ELEVATION DEPTH FROM SOIL SOIL TEXTURE SOIL COLOR SOIL SOIL TEXTURE SOIL COLOR (FT) SURFACE (IN) HORIZON (USDA) (MUNSELL) MOTTLSNC (USDA) OTHER 23.3-23.2 0-1 O - _ _ << 1 U _ 23.2-22.8 1-6 A L SAND 10 YR 4/2 NO L SAND ROOTS, FRIABLE 22.8-21.2 6-25 B SANDY LOAM 2.5 YR 6/6 NO SANDY LOAM FRIABLE 21.2-17.8 25-66 Cl SANDY LOAM 2.5 YR 7/6 NO SANDY LOAM LOOSE 178-1.2.8 66-126 C2 MED. SAND 25 YR 714 NO MED. SAND 2.5 YR 8/4 PARENT GEOLOGICAL MATERIAL GLACIAL OUTWASH STANDING WATER IN HOLE: NO WEEPING FROM FACE: NO STANDING WATER IN HOLE: DEPTH TO BEDROCK: WEEPING FROM FACE: NO ESMATIED SEASONAL HIGH GROUNDWATER AT EL = 120.0•• (NGVD) DEPTH TO BEDROCK: PERCOLATION TEST: BOTTOM OF PERC. AT 78', COULD NOT SATURATE PERC., PERC. RATE < 2 MPI y LOCUS 1• • F A..rwx f - rt Gal t SCALE: 1 IN. = 2000 FT. GENERAL NOTES 1. ELEVATIONS REFER TO NGVD 1929. REFER TO BENCHMARK ON PLAN: CUTNAIL IN UTILITY POLE ELEV = 24.42 2. ALL CONSTRUCTION AND MATERIALS TO CONFORM TO TITLE 5 OF THE MASSACHUSETTS STATE ENVIRONMENTAL CODE AND THE BOARD OF HEALTH REQUIREMENTS FOR THE TOWN OF YARMOUTH. 3. ANY CFTANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND SCHOFIELD BROTHERS OF CAPE COD. 4. FOR PROPER PERFORMANCE, THE SEPTIC TANK SHOULD BE INSPECTED AT LEAST ONCE PER YEAR. THE TANK SHOULD BE PUMPED WHEN THE TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS 1/3 OF ITS LIQUID DEPTH. SCHOFIELD BROTHERS OF CAPE COD DOES NOT ASSUME RESPONSIBILITY FOR MATERIALS ENCOUNTERED DURING EXCAVATION. 8. ALL UNSUITABLE OR DELETERIOUS MATERIAL ENCOUNTERED MUST BE EXCAVATED AND REMOVED TO A DISTANCE OF 5 FEET FROM ALL SIDES OF THE SOIL ABSORPTION STSTEM (S.A.S.) AND TO A DEPTH OF 6 FEET. BACKFILL MUST BE CLEAN SAND MATERIAL MEETING TITLE 5 SPECIFICATIONS. CONTACT 'SCHOFIELD BROTHERS IF ANY DOUBT OR QUESTIONS ARISE REGARDING SOIL QUALITY. 7. INSTALLATION CONTRACTOR SHALL CONTACT SCHOFIELD BROTHERS FOP, EXCAVACERTIFION INSPECTION AND PRIOR TO BACKFILLING FOR SYSTEM /PROPOSED /! ! / / / \ ` _ 8. EXISTING CESSPOOL IS TO BE PUMPED, ABANDONED AND COLLAPSED OR BRICK / /may\ _'// CLEANOUT FILLED WITH CLEAN SAND. .i 1© / SITE RESTORATION REQUIRES ALL STRIPPED TOPSOIL AND SUBSOIL TO BE EX'S1hK �// �// .PATIO? I f ,, )1. , Y / 9. STOCKPILED AND REUSED AT OWNERS OPTION. RE -SPREAD OVER CESSPOOL 70 C A' DISTURBED AREAS TO PROMOTE OPTIMAL GROWTH. v PE A.SANDONED / l / i 1 r, \/AA� `G7 10. NO PERMANENT STRUCTURES SHALL BE CONSTRUCTED OVER THE y` RESERVE LEACHING AREA. . . C/,� `1 11. ALL SEPTIC SYSTEM COMPONENTS ARE DESIGNED FOR A MINIMUM.H-10 N I , 25 7 \ J LIMIT OF OVERDJG } TN J : �` LOADING. ANY COMPONENT THAT WILL BE SUBJECT TO VEHICLE 7R SHRUBS J;,,, ";jam ; 1� ` .[�1 BENCHi�F+.R�: ,'''' .: • 4 f� .. OTHER HEAVY EQUIPMENT TRAFFIC SHALL REINSTALLED WITH H-20 �+ i,;, LOADING CAPACITY '3.3 , r. CUT N?.IL InJ �.F'. `o" .t. L ' e r ,-_ ,t. "J"EK SPO1JNU UIILi 11'u`i SHOWN T.'< APPROXIMATc. CONT^nnt,orir.LL'- 'o1`�* a N 1F ' ' I , i VERIFY ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. j % r i2.-8 t, , EL -24.' 2 (HCVD) ` ,,. I '" /3. NO KNOWN WELLS EXIST WITHIN 200' OF THE PROPOSED LEACHIN„ AREA MAP 2 LAV' N � r % Z'J' S � Is MAN � ' {� 1 r PARCEL 12 '�, ABEH / ! } ' ! 0. 32'.x`5 t, _ EXCEPT THOSE THAT ARE SHOWN. 23.;N I i - �. 'IFC AERE ,c I 0 4 -.VM S�pN411a40 �If r`',. 5.0' ` TNS ,✓ " NOF y,_ f r O LEGEND x �e A. DESIGN CALCULATIONS � Ursa - i No ttYp- as 0 ver- PROPOSED CONTOUR LINE 1. ESTIMATED HYDRAULIC LOADING: 00 } \ 4}f,17} ---XX- - - EXISTING CONTOUR 2 BEDROOMS AT 110 GPD PER BEDROOM = 220 GPD PGARBAGE GRINDER IS NOT ALLOWED WITH THIS DESIGN O --' J c7 \\r�'r�NlTliglA yi �,� EXISTING CESSPOOL -W- WATER LINE 2. SEPTIC TANK SIZE. OF 23 0 - -- \ ✓ AVERAGE DAILY FLOW = 220 GPD X 2 DAYS = 440 GALLONS oo PROPOSED 1500 GALLON SEPTIC TANK ANK PROVIDED_ PROPOSED 100 13OFFER 7 gANKONS ONE 10 70 i X WORK LIMIT {t1 y✓\\Y ° _°❑_ ° PROPOSED DLEACHNGIAREA ON X 3. DESIGN SEPTIC TPERCOLATION RATE =1500 2GALLMINUTES PER INCH 2, 4 C9 V _R SOIL TEXTURE SANDS, CLASS _� / [- _] PROPOSED LEACHING RESERVE AREA PROPANE CONTROL yt / \��� `S EXISTING SPOT ELEVATIONS 310 CMR 15.242 EFFLUENT LOADING RATE = 0.74 GPD/SF TANKS \ BARRIER 4 �} L��� �'j TEST HOLE LOCATIONS 4. LEACHING ARFh: i yO I !E PROPERTY LINE TOTAL SIDEWALL AREA PROVIDED = 185.2 SF X 0.74 GPD/SF PROPOSED SPOT ELEVATION a GPD ' TOTAL BOTTOM AREA PROVIDED = 428.8 SIS/E X 0.74 GPD/SF 22.7 I ) ' i ' \ \/ / -OH OVERHEAD UTILITIES _ -T177 GPD 2 2,9.._� _ «,` / -UG- UNDERGROUND UTILITIES MAXIMUM ALLOWABLE LOADING UNDER TITLE 5 = -45-4.3 GPD ACTUAL HYDRAULIC LOADING = 220 GPD (SEE 1.5- /cl FG FINISHED GRADE 1 DESIGNED LEACHING AREA EXCEED? LEACHING AREA REQUIRED UNDER 22n- UP UTILITY POLE BOTH TITLE 5 AND THE TOWN OF YARMOUTH BOARD OF HEALTH ' ^ TOF TOP OF FOUNDATION ELEVATION REGULATIONS 5. NITROGEN SENSITIVE AREA LOADING CALCULATION:(SIX BEDROOM MAIN PROFILE OF SYSTEM - NO SCALE TYPICAL LEACHING TRENCH CROSS SECTION - NO SCALE HOUSE. 2 BEDROOM COTTAGE & 2 BEDROOM DWELLING/GARAGE) FG=24.7 PROVIDE 20" MIN. -DIA. WATERTIGHT ACCESS MANHOLE 2" LAYER OF LOT SIZE REQUIRED = 1100 GPD X 10000 SF/110 GPD =100,000 SF 3" MIN. PROVIDE 18" MIN. DIA. WATERTIGHT LOT SIZE PROVIDED -114,389 SF AIR SPACE AND COVER CONSTRUCTED OF DURABLE MATERIAL 1/8 3/8" ACCESS MANHOLE AND COVER FG 23.0 BROUGHT TO WITHIN 6" OF FINISHED GRADE DOUBLE WASHED CONSTRUCTED OF DURABLE MATERIAL INV. _ l �+ 1� FG=23.0 STONE BROUGHT TO WITHIN 6" OF FINISHED 22.47 GRADE rrP. ALL CHAMBERS PROPOSED SEWAGE DISPOSAL SYSTEM 2.47 I� FG= 23.7(MAX FG = V1RIE5 SFE PLAN 2^ MIN. GRADE OVER SYSTEM �� - AII-I d I 1 z ¢a FOR: EXISTING TWO BEDROOM DWELLING TO BE REBUILT CLEAN BREAK AT: 1039 GREAT ISLAND RD. 2" INV. _ BACKFILL OUT YARMOUTH, MA i I6"MIN. 6" MIN. 19_95 _ INV. = 19.6 _ INV. = 19_6 N ro JL77 ro EL = ELECTRIC METER 24.3 o DEEP TEST HOLE OBSERVATION LOG #2 2 MIN. - DATE: 12/05/01 3"MAX. a JOB: 0-9978 FLOW LINE BAFFLE PERFORMED BY: DAN SULLIVAN W17NESSED BY: AIRY VON HONE ELEVATION DEPTH FROM SOIL SOIL TEXTURE SOIL COLOR SOIL ( 33.5' _ (FT) SURFACE (IN) HORIZON (USDA) (MUNSELL) MOTTLING UNUSED OUTLETS SHALL BE OTHER 23.7-216 0-1 << 1 U LAS/RJF PRECAST REINFORCED CONCRETE PLUGGED WITH HYDRAULIC CEMENT 23.6-23.2 1-6 A L SAND 10 YR 4/2 NO CAPE COD ROOTS• FRIABLE 23.2-2 F.0 6-J2 B SANDY LOAM 10 YR 4/6 NO - VERY FRIABLE 21-0- 177 32-72 C1 SANDY LOAM 2.5 YR 7/6 NO JCl i'\v LOOSE 17.7-12 7 72-132 C2 MED. SAND 2.5 YR 8/4 NO 508 255-2098 PARENT GEOLOGICAL MATERIAL: GLACIAL OUDVASH STANDING WATER IN HOLE: NO WEEPING FROM FACE: NO DEPTH TO BEDROCK: ESTIMATED SEASONAL HIGH GROUNDWATER AT FL. - 120.0" (NGVD) PERCOLATION TEST: y LOCUS 1• • F A..rwx f - rt Gal t SCALE: 1 IN. = 2000 FT. GENERAL NOTES 1. ELEVATIONS REFER TO NGVD 1929. REFER TO BENCHMARK ON PLAN: CUTNAIL IN UTILITY POLE ELEV = 24.42 2. ALL CONSTRUCTION AND MATERIALS TO CONFORM TO TITLE 5 OF THE MASSACHUSETTS STATE ENVIRONMENTAL CODE AND THE BOARD OF HEALTH REQUIREMENTS FOR THE TOWN OF YARMOUTH. 3. ANY CFTANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND SCHOFIELD BROTHERS OF CAPE COD. 4. FOR PROPER PERFORMANCE, THE SEPTIC TANK SHOULD BE INSPECTED AT LEAST ONCE PER YEAR. THE TANK SHOULD BE PUMPED WHEN THE TOTAL DEPTH OF SCUM AND SOLIDS EXCEEDS 1/3 OF ITS LIQUID DEPTH. SCHOFIELD BROTHERS OF CAPE COD DOES NOT ASSUME RESPONSIBILITY FOR MATERIALS ENCOUNTERED DURING EXCAVATION. 8. ALL UNSUITABLE OR DELETERIOUS MATERIAL ENCOUNTERED MUST BE EXCAVATED AND REMOVED TO A DISTANCE OF 5 FEET FROM ALL SIDES OF THE SOIL ABSORPTION STSTEM (S.A.S.) AND TO A DEPTH OF 6 FEET. BACKFILL MUST BE CLEAN SAND MATERIAL MEETING TITLE 5 SPECIFICATIONS. CONTACT 'SCHOFIELD BROTHERS IF ANY DOUBT OR QUESTIONS ARISE REGARDING SOIL QUALITY. 7. INSTALLATION CONTRACTOR SHALL CONTACT SCHOFIELD BROTHERS FOP, EXCAVACERTIFION INSPECTION AND PRIOR TO BACKFILLING FOR SYSTEM /PROPOSED /! ! / / / \ ` _ 8. EXISTING CESSPOOL IS TO BE PUMPED, ABANDONED AND COLLAPSED OR BRICK / /may\ _'// CLEANOUT FILLED WITH CLEAN SAND. .i 1© / SITE RESTORATION REQUIRES ALL STRIPPED TOPSOIL AND SUBSOIL TO BE EX'S1hK �// �// .PATIO? I f ,, )1. , Y / 9. STOCKPILED AND REUSED AT OWNERS OPTION. RE -SPREAD OVER CESSPOOL 70 C A' DISTURBED AREAS TO PROMOTE OPTIMAL GROWTH. v PE A.SANDONED / l / i 1 r, \/AA� `G7 10. NO PERMANENT STRUCTURES SHALL BE CONSTRUCTED OVER THE y` RESERVE LEACHING AREA. . . C/,� `1 11. ALL SEPTIC SYSTEM COMPONENTS ARE DESIGNED FOR A MINIMUM.H-10 N I , 25 7 \ J LIMIT OF OVERDJG } TN J : �` LOADING. ANY COMPONENT THAT WILL BE SUBJECT TO VEHICLE 7R SHRUBS J;,,, ";jam ; 1� ` .[�1 BENCHi�F+.R�: ,'''' .: • 4 f� .. OTHER HEAVY EQUIPMENT TRAFFIC SHALL REINSTALLED WITH H-20 �+ i,;, LOADING CAPACITY '3.3 , r. CUT N?.IL InJ �.F'. `o" .t. L ' e r ,-_ ,t. "J"EK SPO1JNU UIILi 11'u`i SHOWN T.'< APPROXIMATc. CONT^nnt,orir.LL'- 'o1`�* a N 1F ' ' I , i VERIFY ALL UNDERGROUND UTILITIES PRIOR TO ANY EXCAVATION. j % r i2.-8 t, , EL -24.' 2 (HCVD) ` ,,. I '" /3. NO KNOWN WELLS EXIST WITHIN 200' OF THE PROPOSED LEACHIN„ AREA MAP 2 LAV' N � r % Z'J' S � Is MAN � ' {� 1 r PARCEL 12 '�, ABEH / ! } ' ! 0. 32'.x`5 t, _ EXCEPT THOSE THAT ARE SHOWN. 23.;N I i - �. 'IFC AERE ,c I 0 4 -.VM S�pN411a40 �If r`',. 5.0' ` TNS ,✓ " NOF y,_ f r O LEGEND x �e A. DESIGN CALCULATIONS � Ursa - i No ttYp- as 0 ver- PROPOSED CONTOUR LINE 1. ESTIMATED HYDRAULIC LOADING: 00 } \ 4}f,17} ---XX- - - EXISTING CONTOUR 2 BEDROOMS AT 110 GPD PER BEDROOM = 220 GPD PGARBAGE GRINDER IS NOT ALLOWED WITH THIS DESIGN O --' J c7 \\r�'r�NlTliglA yi �,� EXISTING CESSPOOL -W- WATER LINE 2. SEPTIC TANK SIZE. OF 23 0 - -- \ ✓ AVERAGE DAILY FLOW = 220 GPD X 2 DAYS = 440 GALLONS oo PROPOSED 1500 GALLON SEPTIC TANK ANK PROVIDED_ PROPOSED 100 13OFFER 7 gANKONS ONE 10 70 i X WORK LIMIT {t1 y✓\\Y ° _°❑_ ° PROPOSED DLEACHNGIAREA ON X 3. DESIGN SEPTIC TPERCOLATION RATE =1500 2GALLMINUTES PER INCH 2, 4 C9 V _R SOIL TEXTURE SANDS, CLASS _� / [- _] PROPOSED LEACHING RESERVE AREA PROPANE CONTROL yt / \��� `S EXISTING SPOT ELEVATIONS 310 CMR 15.242 EFFLUENT LOADING RATE = 0.74 GPD/SF TANKS \ BARRIER 4 �} L��� �'j TEST HOLE LOCATIONS 4. LEACHING ARFh: i yO I !E PROPERTY LINE TOTAL SIDEWALL AREA PROVIDED = 185.2 SF X 0.74 GPD/SF PROPOSED SPOT ELEVATION a GPD ' TOTAL BOTTOM AREA PROVIDED = 428.8 SIS/E X 0.74 GPD/SF 22.7 I ) ' i ' \ \/ / -OH OVERHEAD UTILITIES _ -T177 GPD 2 2,9.._� _ «,` / -UG- UNDERGROUND UTILITIES MAXIMUM ALLOWABLE LOADING UNDER TITLE 5 = -45-4.3 GPD ACTUAL HYDRAULIC LOADING = 220 GPD (SEE 1.5- /cl FG FINISHED GRADE 1 DESIGNED LEACHING AREA EXCEED? LEACHING AREA REQUIRED UNDER 22n- UP UTILITY POLE BOTH TITLE 5 AND THE TOWN OF YARMOUTH BOARD OF HEALTH ' ^ TOF TOP OF FOUNDATION ELEVATION REGULATIONS 5. NITROGEN SENSITIVE AREA LOADING CALCULATION:(SIX BEDROOM MAIN PROFILE OF SYSTEM - NO SCALE TYPICAL LEACHING TRENCH CROSS SECTION - NO SCALE HOUSE. 2 BEDROOM COTTAGE & 2 BEDROOM DWELLING/GARAGE) FG=24.7 PROVIDE 20" MIN. -DIA. WATERTIGHT ACCESS MANHOLE 2" LAYER OF LOT SIZE REQUIRED = 1100 GPD X 10000 SF/110 GPD =100,000 SF 3" MIN. PROVIDE 18" MIN. DIA. WATERTIGHT LOT SIZE PROVIDED -114,389 SF AIR SPACE AND COVER CONSTRUCTED OF DURABLE MATERIAL 1/8 3/8" ACCESS MANHOLE AND COVER FG 23.0 BROUGHT TO WITHIN 6" OF FINISHED GRADE DOUBLE WASHED CONSTRUCTED OF DURABLE MATERIAL INV. _ l �+ 1� FG=23.0 STONE BROUGHT TO WITHIN 6" OF FINISHED 22.47 GRADE rrP. ALL CHAMBERS PROPOSED SEWAGE DISPOSAL SYSTEM 2.47 I� FG= 23.7(MAX FG = V1RIE5 SFE PLAN 2^ MIN. GRADE OVER SYSTEM �� - AII-I d I 1 z ¢a FOR: EXISTING TWO BEDROOM DWELLING TO BE REBUILT CLEAN BREAK AT: 1039 GREAT ISLAND RD. 2" INV. _ BACKFILL OUT YARMOUTH, MA i I6"MIN. 6" MIN. 19_95 _ INV. = 19.6 _ INV. = 19_6 N ro JL77 ro EL = ELECTRIC METER 24.3 o a 2 MIN. - 3"MAX. a GAS FLOW LINE BAFFLE ' INLET OUTLET ` -20._ ASSESSOR'S MAP: 2 PARCEL: 11 INV. - 6", o o p O o opoQo 0 oo°opo C] 0 0 0 E3 o ED C3o 0 0 0 0 APPLICANT: CHRIS BURDEN TEL. NO.:(508) 477-0469' _20_12 o a °a 0 0 0 0 p o�od o 3/4" - 1.5" 'o cl C3 00 0 ap 6" OF o �� ° DOUBLE WASHED > °p O O O O C7 O O 0 0 O O O C7 O P.O. BOX 550 00 STONE opQgI fl°ao°o$ C3 0 0 0 E3 �gOp STONE ' o ED CD 0 0 0 E3 ED ED ED C3 0 ED c 0 ED 0 �G a NEW SEABURY, MA 02649 JOB : 0-9978 o0BELOW 35' o�Op�° C3 E3 0 0 0 °g$ppOo�o ° o ° 0 0 0 0 0 0. ED 0 CD C3 0 0 ED C7 0 0 ° $oQq�° 10' MAX oo ao�oo ° ^"_' DATE: 4/08/02 - DESIGNED BY: p4 Ric DISTRIBUTION X H-10 x rnITicOF 4' _4.8 4 E 8.5 -�}� 4. BOTTOM �c F, OF SYST. >- "' N �,. _ DRAWN BY: INVERT ELEVATIONS OF ALL r 6' OF'a o 0040 0o pQD �'OOOOgD%oYA OOOQO o O 0 0° - OUTLETS TO BE THE SAME 12.8` 25.5 - £L. - 17 6_ Lr' -. a e RJC RJF / _o� STONE o° SEPTIC TANK (H-10)08'-oo0000 p BELOW ( 33.5' _ - r n f`rt _ CHECKED BY: = _ 1500 _ GALLONS UNUSED OUTLETS SHALL BE USE (3) SHOREY PRECAST << 1 U LAS/RJF PRECAST REINFORCED CONCRETE PLUGGED WITH HYDRAULIC CEMENT 500 GALLON LEACHING DRYWELLS (H-10) S.A.S CONSISTS OF TF^EE (3) 1021 X 58" W X 24" EFFECTIVE DEPTH LEACHING DRYWELLS, PLACED END TO END YH j� �Jyy . SCHOFIELD BROTHERS OF ENGINEERING - SURVEYING CAPE COD OUTLET PIPES SHALL BE LEVEL INA - PERMITTING NOTE: ALL PIPE TO BE 4" DIAM. PVC TIGHT JOINT SCH. 40 FOR AT LEAST TWO FEET OR APPROVED EQUAL 35.5 L X 12.8 W 'PENCH WITH 314* - 1.5" DOUBLE WASHED STONE SURROUNDING SET TO ELEVATIONS SHOWN. / JCl i'\v P.O. BOX* 101, 161 CRANBERRY HIGHWAY ORLEANS, MA _ 508 255-2098 _.