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Home My WebLink AboutWQ0029653_Application_20190807DWR Division of Water Resources State of North Carolina Department of Environmental Quality Division of Water Resources NON -DISCHARGE SYSTEM RENEWAL FORM: NDSR 02-19 This form is for renewal without modification for all non -discharge system permits, except Residuals Management and Single - Family Residence Wastewater Irrigation System permits. For more information, visit the Water Quality Permitting Section's Non -Discharge Branch. I. PERMITTEE INFORMATION: 1. Permittee: Rial Corporation 2. Signature authority's name: Daniel Sumerel per i 5A NCAC 02T .0106( b } Primary Telephone number: (919 300-9316 Select Email Address: dsumerelnscotchhall�reserve.com 3. Permittee's mailing address: PO box 159 City: Mera Hill State: NC Zip: 27957 4. Billing address (if different from above): City: State: Zip: -. Secondary number: (252) 482-4008 Select 5. Contact person's name (if different from signature authority): Brian Jernigan Title: ORC Primary Telephone number: (252) 325-0771 Select Secondary number: (252) 217-5500 Select Email Address: bkjshp@gmail.com H. PERMIT INFORMATION: Title: General Mange 1. Existing permit number: WQ0029653 2. Has the facility been constructed? ® Yes or ❑ No If yes, has the facility been constructed in accordance with the permit and the Division -approved plans and specifications? [15A NCAC 02T .01111 ® Yes or ❑ No If no, a formal permit modification request shall be submitted to the Division. 3. Has any of the property ownership within the facility and/or disposal area changed from what is indicated in the current permit (Attachment B — disposal field owner/lessee)? ❑ Yes or ® No Has the Permittee had a name change or has the permit changed ownership? ❑ Yes or ® No If yes to either, a permit modification request shall be submitted to the Division. f 15A NCAC 02T .0105J 4. Is this facility a Privately -Owned Public Utility? ❑ Yes or ® No If yes, provide two copies of the Certificate of Public Convenience and Necessity from the North Carolina Utilities Commissior demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the non -discharge system. f 1 in NCAC 021.0115 (a)(1)1 5. Is the Permittee a Home/Property Owners' Associations or Developers of lots to be sold? ® Yes or ❑ No If yes, provide the following: • For Home/Property Owners' Associations — Qperational Agreement (FORM: HOA) and a copy of the proposed or approved Articles of Incorporation, Declarations, and By-laws [15A NCAC 02T .0115(c)J • For Developers of lots to be sold —Operational Agreement tFORM: DEVl [15A NCAC 02T .0115f bll FORM: NDSR 02-19 Pagel of 3 DWR DMsion of Water Resources State of North Carolina Department of Environmental Quality Division of Water Resources NON -DISCHARGE SYSTEM RENEWAL FORM: NDSR 02-19 III. SITE MAP: 1. Provide an updated site map in accordance with 15A NCAC 02T .0105r that shows the following: The site map is not required to be signed or sealed by a Professional Engineer. However, the map must indicate the source of information. For example, parcel lines taken from a county GIS map should reference the GIS website. T` Legend, north arrow, scale, and legible in black and white Topographic contour intervals not exceeding 10 feet or 25 percent of total site relief Soil mapping units on all disposal sites All facility -related structures and fences within the treatment, storage, and disposal areas %l 4P All habitable residences and places of assembly within 500 feet of all treatment, storage, and irrigations sites N/ A J4 Location of all wells, streams (ephemeral, intermittent, and perennial), springs, lakes, ponds, ditches, and other surface drainage features within 500 feet of all waste treatment, storage, and disposal site(s) 4— Location and identification of each monitoring well (identify any background/upgradient wells) * Latitude and longitude coordinates of all monitoring wells (decimal degrees to 6 digits) Location and identification of major components of the waste disposal system The wetted perimeter of all irrigation fields with field names (named according to the approved permit) 19— Location and ownership of property boundaries within 500 feet of the disposal area (including road/rail right-of-ways) .91 The delineation of compliance and review boundaries :99, Distance measurements verifying all setbacks are being met J Stormwater drainage controls �%A 100-year floodplain (if applicable) Ak ❑ For reclaimed water eneration ermits only_. provide a separate map showing all distribution lines and utilization permit locations that are connected to the water generation facility and are permitted by the Non -Discharge Branch (excludes Local Program permitted facilities). Include all reclaimed water distribution line and reclaimed water utilization permit numbers. IV. SETBACK WAIVERS, EASEMENTS, AND LEASES: 1. Does the permit have any setback waivers, easements, or leases? IV or ff No If yes, provide copies of all documents and complete the table below: 6sema'A_ Document Type Grantor or Parcel No. Grantee Expiration Date County Registered Deed Book Deed Page Document Description Select RJA T PLAG A//IA- 1 Ll Select Select Select Select Select Select Select Select Select Select 1. The document description shall list any reduced setbacks with distance, etc. FORM: NDSR 02-19 Page 2 of 3 J_ State of North Carolina DWR Division of Water Resources V. RELATED PERMITS Department of Environmental Quality Division of Water Resources NON -DISCHARGE SYSTEM RENEWAL FORM: NDSR 02-19 1. If this permit has interactions with other wastewater permits (collection systems, NPDES, etc.), complete the table below (provide additional pages if necessary): Applicant's Certification per 15A NCAC 02T .0106(b): I, 06, alb , attest that this renewal application has been reviewed by me, and is accurate and complete to the best of my knowledge. I understand that any unauthorized discharge of wastewater from this non -discharge system to surface waters or the land may result in an enforcement action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application are not completed, this application may be returned to me as incomplete. I further certify that the Applicant or any parent, subsidiary, or other affiliate of the Applicant has not been convicted of an environmental crime, has not abandoned a wastewater facility without proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any active compliance schedule, and does not have any overdue annual fees. NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation. The Applicant's Certification shall be signed in accordance with 15A NCAC 02T .0 1 u6+ b a . Per 15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from a person who meets the criteria in 15A NCAC 02T .0106(h_) Signature: ! �� 4 . _ _ Date: _ THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO: NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY DIVISION OF WATER RESOURCES WATER QUALITY PERMITTING SECTION NON -DISCHARGE BRANCH B• U.S. Postal Service: B� Courier: Ry Email Non -Discharge Branch Non -Discharge Branch — Archdale 640D Non-Dischare e.Re[_ _ . i ncd 1617 Mail Service Center 512 N. Salisbury St. Raleigh, NC 27699-1617 Raleigh, NC 27604 TELEPHONE NUMBER: (919) 707-3654 FORM: NDSR 02-19 Page 3 of 3 waoozg693 Firrt I -- 1fiCi�I y 114a-P 7131 /2019 ConnectGIS Feature Report .. N TGI. WEB "CSTING i31ounty Printed Juulyly31,2019 r rt I' 'v`.t5:. Parcel r.,es — LEACER_4 Nr-S h,€t1 V�"s'EF - PAIL CEN'Ea B'vi; R a' E 31 USHsg ma; 31s 2I,K !,gjN%3; 325 t,furmctpai r, ie-nie Alga Lr~Et.1-APLE rALIFk:. 703 Feet r �PrC4/-1-A5r`'PJ https:llbertiecounty.connectgis.com/DownloadF!le.ashx?i=_ags_map7el 4467c707747a59929318947a94424x.htm&t=print III 7/31 /2019 ConnectGIS Feature Report JRCONNECTGIS m 9 •�r11 i ter.• .r''`.� �� •� - BertieCou�ty Printed July 31, 2019 �T M, c F:3rcet -, r=es C0UN7 8%ct" — I AC'F ";t.4 1 IXA b*A-ER its " -ti .d1•w�•> yra•r�.{'Y�1� 7 �.Jur'P.•. 31 USHrI;Ilmai r 215 325 t.iurrtrp�t 33 Cc rto_rs L-AeS J .• River tj n �ourdary -cRNWLE 50r.0 CM�:t.3P. 252 Feet �r.s• - _ -i ...�E�tt1vV C1-i WW iP '�5« https://bertiecounty.connectgis.com/DownloadFile.ashx?i=_ags_mapgf3fO9e84937485f8adOffcOf2dc56e7x.htm&t=print 1/1 7/31 /2019 ConnectGIS Feature Report 1&+ # 'fl F('. G/ July 3County Printed July 31, 2019 L i 1 : 712 Feet I S,,t I (holepien 6j 5, r/ q r e-I(J https:Hbertiecounty.connectgis.com/DownloadFile.ashx?i=_ags_mape38cg8cOcabe4d 85ad36649OeO79aOe1 x.htm&t=print 1 /1 TREATBENT P.kR SME D S _e EFFWERP � UEWIATEO YhllANb P M ER. QP1i�OPERFII BOIMDARY. Bd1NOlYf T1Pl' sod EX. PROPER7Y� BOURORY TYP. r SUN. Jom W. PRO Em BOUNDRYI. - TTP. OFF 11 1B0' BUFFER �OFUPROPERIY TINE (7YPJ v I - 1 20NE BOUNDRYI — TYP. I. EX PROPERTY BOIMDRY TYP. Y TYP. BUFFER FROM r UFFER FROM /NNSBROOK FUTURE DEI/ELOPMEw ry d ff a I 67 a a� a � Z z O cal � �g �e � Nl'\ ) 0.~O W U oa � J I- 2 0 � 6 INNSBROOK GOLF AND MARINA O1.-5o m w W F - WASTEWATER TREATMENT PLANT SPRAY IRRIGATION SYSTEM BERTIE COUNTY, NORTH CAROLINA 1 r a w z¢ m k� FINAL DRAWINGS- w^m^ w^ ^^P NOT RELEASED FOR CONSTRUCTION N 35 59 ' 202 W 76 42.739 N 35 58.775 mvv-I \A/ 76 42.850 v, Oc 2015 GDOgle MVV-2 v Lat/Long point at ba,c:,e of triangle N 35 59.008 \A/ 76 42.531 7/31 /2019 ConnectGIS Feature Report 74t � �-Aff 0.2 k T" BertieCG Printed July 31, r-, - � �vr:-., erg=: •' tt�9f F [ r:f S r lL'T�Lr.Ei FAt' �Er.'ER 0_2 P C'F AN140A L Duel+,_t • y: CHANCE FLU .. 5,_�.r•,.,e:c�y HAZARD ,- c w'JUAFji A CHANCE 315 HA ZA ;; I Ic 0I P G T A N 3, 5 sr,-; -toy CHANC ' Ha•cEl: s r . '� r x D �MGti?t•, l�EF'uf�F •,� - :tr3 42 �W��eE » > ; sa • . 1270 Feet \oJ MuP https://bertiecounty.connectgls.com/DownloadFile.ashx?i=_ags_map47a131823 ed74b02bfbb28aa9840c32bx.htm&t=print 1l1 713112019 ConnectGIS Feature Report CONNFCTG15 7 1 }7! ^ w. 0.2 Phi ANNUAL CHANCE ' I FLOOD HAZARD rcl Fri: S r BertieCounty Printed July 31, 2019 https://bertiec.ounty.connectgis.com/Download File.ashx?i=_ags_map4b8b4l 9f7aOa484b976d0546c92d4688x.htm&t=print 1 /1 INNSBROOK GOLF AND MARINA WASTEWATER TREATMENT PLANT SPRAY IRRIGATION SYSTEM vccadw m" BERTIE COUNTY, NORTH CAROLINA Hobbs, Upchurch & Associates, P.A. Consulting Engineers, Surveyors & Land Planners Southern Pines, North Carolina 28387 300 S.W. Broad Street, Southern Pines, North Carolina 28387 Phone: (910) 692-5616 — Fax: (910) 692-7342 WD 3 WD 7 WD 9 NE 2 F- dw rW g= UX W W �a O? cc a LEGEND C L'i.�j ) Q FULL CIRCLE SPRINKLER 67' RADIUS / / , / , , , I N/ , p j ig 4 PARTIAL CIRCLE SPRINKLER 67' RADIUS • Flu CIRCLE SPRINKLER 57' RAMS �/� /y// J, / 1 f ` 5., 5 PARTIAL CIRCLE SPRINKLER 57' RADIUS / `��\ \. OiSRNG EDGE ep N99/!! OF WETAN°5 I LiE y ® EXISTING MONITOR WELL AR RELEASE VALVE `. IRRIGATION PIPING PROPERTYBOUNMRfy l // /`TA•—a°-�� YOKE BOUNDARY EDGE OF OF SOPRROUPFFTY OFF PROPERTY BOUNDARY E�xmin WETLANDS /Too' uFFER MIN. BOUN"nmE RENEW 15a BUFFER OFF` �.� ./ �-��_ ..� �..f _o- �•� •� 1 �1`\ • \ _ OF PROPERTY LINE w `� Z 1N W? ZONE 2 W O ( R f NOTE: DONED1 y ALL MONITORING WELLS SHALL BEAWN AS PER 1 TC Z sECIEN OPERATION. 0R�M SPRAv \ O W co o a PIPING ZONE OFF l _ // \ _ Z � d' 1 I IONS BOUNDARY I' �. _ -- ' .. � rIY %' I R I I --� —_�'� � G C� C� If �'�/ 7� za � `®1 ZONE 3 r _ Ilit JJ JAN 2 5 "-8 i GIG 1 E OU PIGATIOI-_ L- - Ai 9gMN f I PIPPING FINAL DRAWINGS- WASNINGiorl�n�i:NE T� 3 A 1, 1` �, ` 1 NOT RELEASED FOR CONSTRUCTION �Ia is BOMPLIAN RY A. ! (RMINMRY PIPINO \ I \ F� ZONE 1 \ , 1 � i / BMLGAPON— / PIPING h'-/ ;/� / i BLACK WALNUT CREEK SWAMP C\ ISO- BUFFER OFF 'S0 \ OF PROPERTY UNE 20' EFFLUENT EASEMENT ED GE ZONE BOUNDARY, --I BOUNDARY IRRIGg10N�_ ,PRIG — C -NOT 1 N\ O I EDGE WE UN \\ PROnNG PERTY BOUNDARY ,BO' SUPPER OFF OF PROPERTY L" 100• BUFFER MI , ,T 1 ZONE OF ZONE BOUNDARY I I ZONE 4 I T � � v ;7 -' F� T ALL MONIIORNG RGifS $IAli BE `_— nGsysmm °NAuswSS_p,M6R 17 svRAv ij FINAL DRAWINGS - LEASED FOR CONSTRUCTION_ 4 Soo ___..------------ - --- ----------- ZONE 2 ALL WOWTORWG WELLS SHALL BE ABANDONED AS PER STATE SPECIRI`ARONS PRWR W SPRAY SYSTEM OPERATION. LEGEND FULL CIRCLE SPRINKLER 67' RADIUS PARRAL CIRCLE SPRINKLER 57- RADIUS FLU CIRCLE SPRINKLER 57' RADIUS PARTIAL CIRCLE SPRINKLER 57- RADIUS CRUSTING NONROR WELL AIR RELEASE VALVE — IRRIGATION PIPING BLACK WALNUT CREEK SWAMP A+ 1 1 I 1p 1 IIIII � / L ,50' BIIFTER 'OFF J PROPFM /NE / ZONE MUNOARY / ZONE 3 OF WE 11 FINAL DRAWINGS ZONE 7/ NOT RELEASED FOR CONSTRUCTION , P ZONE 5 \ � f 50' \� BOUNDARY `\ LEGEND PNPoaEORR1Y BOUNaAm: FULL CIRCLE SPRINKLER 6Y RADUS PARML CIRCLE SPR-. 67' RADIUS FULL CIRCLE SPRINKLER 57' RADIUS PANIIAL CIRCLE SPRINKLER 57' RADIUS EKISRNC NONROR WELL AIR RELEASE VALVE R RIGAiION PIPING EDGE OF WERANG ZONE BOUNOW PROPERTY BOUNDARY \r of rItGPERIYPERn un r rr \ \ \ r r \ MNE S. ff� r � 2QNE 3 � `� V Imo-%_✓ \ SCALE' t' . EO' FINAL DRAWINGS - NOT RELEASED FOR CONSTRUCTION \ 0 W Lo F-W 00 z O a z�W �WFrA� z�z� LLLa � l o� Z yWEE o'Lo at LJ W F 2 Q y m 6 L REMONS qT \ / �`` l�'� ---- --- ZONE 4 '� 9 ZONE 3 4_ CPIPWMING In 0 ems; D OF DS_ ,00' BUFFER `Ilk, "ING EDGE OF TONE BOUNDARY I I o ZONE 8 NOTE: ALL NONRORWO WELLS SHALL BE ABANDONED AS PER STAYS SpEC6V�,nON5 PRIOR TO SPRAY SYSTEM OPERATION. L If, — qL — — COMPLIANCE BOUNDARY Ifr B01NDMr� 50. ----------� ZONE 9 / 'INL Or -IC_ FINAL DRAWINGS - NOT RELEASED FOR CONSTRUCTION 5 0 g� WQ } �w zz Q N 2 - h- z�z w W, aw-z .j 0 F 0 1- 2 O W o: z ~D Z� Do ZONE 7 ZONE 6 All J PPING J _ ZON ;'f \ \'•� ii=' _�� -; J -�' of WETLAMS I � y� too BUFFER Nw: \* � � /// W Z co RRIOXPON�- co CD PIPM a 1 / ZONE 9 i it f/ 1 I j 90 J 1 f "Nc ¢ UNPARY r/— BUFFER M f.1 2 Z ++ ofF rRoacM��wc f r/ 1 I zo g 0) c) • I ¢ z o o — co + \\/ \ 1 \' \ - _ - " '- /\ itR1• BUFFER OFF / i V / +z/F' G. /- \ W F^ PRQ�Rf'ME Z 4' tRRIOA110N P\-IIOY..mm PMG �18— /� I �'� /+Cf r - ROTE: �/ ,` \� I I - 1F 'r:,.._.. - GGoi 1 NEEO iSPR SrATE BE SPECIRG710NS PRIOR to SPMY ��-.. B+s�NyPERAnoN. r� FINAL DRAWINGS - ' '--�' NOT RELEASED FOR CONSTRUCTION Be PROPOSED PUMP STATION BEGIN IRRIGATION LINE STA. 0}DO 6' PVC IRRIGATION PIPE RJR TECHNICAL COMPANY { DB 801 PG 900 t' T ILO' UTILITY EASEMENT 6' PVC P IRRIGATION PIPE O l EDSEI- J OF WEWIG DS' `� s�_sJa I BEGIN DR11 744 F S' DRI I HOPE PIPE i I HOPE DIRECTIONAL BORE SHALL BE WSTAU.ED B' MIN. UNDER WETLANDS I BLACK WALNUT CREEK SWAMP STA. 36+02 END B' DRII NODE WRECTIONAL BORE TIWNOARY �/'' REVIEW 50' BOUNDARY Mow PROPERTY BOUNDARY TOOSTING EDGE OF WETLANDSa, PVC / "+C IRNICAION PIPE I ISO' BUFFER OFF OF PROPERTY LINE ZONE 4 � r }{ 11 }1 ENTRANCE TO INmSBROOK , t 1, 1' 1 { ,} tT} IT, t s '}1`1 et tlt t' 1 11 li II I II / l4 IRRIGATION LAYOUT FROM v _WWTP TO ZONES FINAL DRAWINGS - NOT RELEASED FOR CONSTRUCTION - g w aFa o4pwy Q i Q ag J F 2 c oars m LL 3.W (� LL Z a IT ® m RENSIONS LEGEND FULL CIRCLE SPRWIER V RADIUS lI 1' I // 1 / j ��(/ `/\^\ 0.\ e PARML CIRCLE SPRINKLER 67' RADIUS ///JF / /" I/'•-•_.- 1 \` // \\\\\\ v ` / �l ' // /8 FULL CIRCLE SPRRRKLER s7• RADIUS PARTIAL CIRCLE SPRINKLER 57' RADIUS �l `, a 1 oclsnelc EDCE `l €' / \\ 1\j 1\ ® IXISIINC MONROR WELL j� _-%i —'f ofee o❑ NR RELP.sE VALVE /,/ // //// /,jam/f/ / IRRLGAi10N PpNNG // /, / //// 2�� 1� I� / C+\ \� �—'� aR$$ RRICAIION PIPE / —.. —. -- ei EDGE OF WETUND IX6RNC I // / // / f .�/J/ -- —. — — — ZONE BOUNDARY PROF EMY BOUNDARY'' /, / / / / / / / i / .JIB l `+\ `� OF PROPERTY UNE ///l ` �`\ \ 150' BUFFER OFF PROPERTY B"DARr / , / / ' // / / % / f /h I I -` 'a `\ +\..• — �\\\ mmm um COMPLIAN I of �i �� i // ,J�/-// ✓ / y' ;3r + �.�, `+\ \ �\ \. ` 1 • — BOUNDMYCEI� REVIEW"� 750' BUFFER OFF OF PROPERTY LINE LLI so -- i� — — J ZONE 1 \ i� i `+ +\ �`�� O LLJ QF NR RELEASE VALVE ®. ®. ® f ` 1 j \ ® .g yam- ZONE 2 jj ALL AS PER BE U SPECIFIGTIONB PRIOR TO SPRAY 1 SYSTEM OPERATION. \ Q ZW > U zz 49 - � o r� 11 OF � :IzaRc�ASLDIR LU In z 18, t 15 ctm�i ® ZONE 3 —,IRR AIM PIPE a •` ` PIPING N Lt 2 1/Y CAIE VALVE� - -- ----- �' AS SWO 1 ' /! i6 PL N FINAL DRAWINGS - As 1 PLOD TAPPED 2-,/Z• 9� D �� w / 1 l *' - A'rArON PIPE NOT RELEASED FOR CONSTRUCTION 10 ` IRRIGATION PIPE / e' HOPE I'll, ReASR2N5 COMPLIANCE } �\'DIRECTION RFA w"Nu GORED r ' -. BOUNDARY BLACK WALNUT CREEK SWAMP //-7\!.+��=-� �Cp°9 /� xo• EFrtivErrr EnsEMENr / / /_ .� \\ .� -00 a DRI1 NODE CONTNONE PRPROPIERTY BOUNDARY —/ / f// / \ \ �\ OIRECRONAL BGIa INSTALLLAiHLR NECESSARYS�lFl51INGS \`+++/` \ r,OF WETLANDS Or HDSRRY PE TOTO TRANPVC SITION FROM 1sO• auFFTx OFFPVC STING EDGE OF PNOPFRTY IRRIGATION PIPE 4 WETLANDS�\�i�I ��+_ \ a� �N /• /f^` ,�'!- -�` '�� may`\� ,vd a ZONE OF E BOUNDATf +• �� J _ i' li - _- T--� �. \\\\\ \ y 14 Nh z, , • GATE VALVE � \ ® PER ZONE PoGAT,00 PIPE / / , �� ;.�_ 150' BUFFER OFF � r \.• — -- '-- � ZONE tIJ OF PROPERTY uFr IRRMARON PIPE r y. 1/00'�R NIn \� ZONE I IT AIR RELEASE VALVE Lu Q N Lu ® 2• PVC 1"---� --- ---'- 2 04. 04 GRD-- IRRIGATION PIPE. r1RRIGAl1oN PIPE 1 I `} x da. t µ GRID � � iI 2 de. I fe NO � 2-ijr GATE VALVE IL.Li ZONE 3 2-112• PVCz_ZOt(6 { ~. �p W IRRIGATION PIPE t- i 1 ..� /2• PVC _ --N Z IRRIGATION PIPE 2• rvc I I �e\xa" TEE "HIGH PONT6.1f4• TEE ,.---. , / LL 0 O ` J Ij , �4' PLUG TAPPED 2-1/2" �t•.". ,. J Q Z IRRIGATION PIPET i i 4' PLUG TAPPED 2-1/2- IPER ZONE — —� I. ` 0 AIR R90SE VALVE- %/ r J /J ,a, _�-.-- ---� - �- I I •�--•--�I•� -� �I �� \ \ --�. J ,; a _ i 1 ALL MQ ANRoRWG WELLS SWILL BE caIW—.. �FDGE OF ABANDONED AS PER STATE i ZONE BOUNDARYSYSTEMOPEiAnN. SPECIFICATIONSIOPWOR TD SPRAY Z _ we If IIRRIGATION PIPE PLUG -'`�'- \e _ 1 .t NOF. aom _ - __ `--_- �!TAPPED 2-,/Y "-' --- -.-gip AiCp,y PIPE x' --- �J FINAL DRAWINGS - -" NOT RELEASED FOR CONSTRUCTION 0eC �..-�Blce' TEE 2 0e,�1 je GR0� , 6' PLUG TAPPm 2-1/2' HCNe t' - Fo' AS 9tlA'N i , fa GRID - . �- ^-z-1%z- t----- 11 _ IRRIGATION PIPE PVC �, . -- — I � TION PR'E ,-c-•,�C•�� 92� ` \ \ ,e IRRIG41gN PIPE �� _ 6• a+„ NOPE 1-IRPoGVION PPE -LEGEND Fuu• clwcLE sPRnuixtER sY RADIUS BLACK WALNUT CREEK SWAM -� �` =`•-- �aa—\\� / IREXISDNa CE PARTIAL CIRgi SPPoNNLFR or RIDIl15 PROPERLY BOUNDARY * FULL CIRCLE SPIRMIX ER 5Y RADIUS\ ...GGG...!!! CLROLE SPPoNNtER 57' RADIUSREVIEW SO'�i\\ \\\ BOUNDARY ® UnTiNG NIXJROR WELL AIR RELEASE VALVE ZONE 2 .'- - - - - - - - - IRRIGATION PIPING / / / AIR RELEASE VAWC-.- • \ \ _ .. _ .. _ EDGE OF WMANO //�. •� I• IRRIGATION PIPE •* \\\� \ — — — — --- ZONE BOUNDARY // /' ' f,' 'I ) I I •I II _,8-- - \\\�\ ED oOF STIWWETLANDS NOTE ALL 110NOORING WELLS SMALL BE �\`�" ABANDONED AS PER STATE PE PE7� TO SPRAY STEM OO,w, euFEEn� �\ ) \/ �7��Y`�r� J� •` = `_ --� OF PROPERTY WIE� f ; I ' 11-•1 I / B• PW IRRIGATION PPE. 2'PVC - -- � 14. 1 /4 GRO 6.94• TEE 4• PLUM TAPPED 2-1Y 6• PVC IRRMdigN PIPET z �B' I ps G27 PE�t ZONE -,/x• cAn[ vAivE_ --.�-- + ZONE 4 i /�/-� a / 1so' BUFFER I FDGE \ ZONE BOUNtMRY ZONE 3 - 116 EASTINC EDGE 01 WETwIOs// a I a a o gzy pWco 0 f- WEE Ha� o co a.',--: Z 02 Jill Ass _ WAIP V . IV I I I /ZONE 7 // •FINAL DRAWINGS — / a �a 12 I 1 1 s NOT RELEASED FOR CONSTRUCTION , ��\` a \ _ ZONE 1 2-1/2- GATE VALVE ZONE 6 EDGE OF L \ 111 zoNfi BWND/ID'1 \ y ~RR PIPE \ / ✓ ' ' 'g \/yam .-4.pvc,. PIPE\\ \ - ` \ 4•%4• TEE l � �' ^ uC b � �s `•JPEIIG TAPPED 2-i/2• \\ / ��.� 'Y l iQd g �" -•` �- \ (No PROPERTY 8XIVIARY I % ` / `\ ^ —� •Ig y`, y, \� / / '� / \♦ \ y,\ 2 N4. 1 B4 ORD i ZONE 8c PVC 1 � , J / \ \ 1 ♦`♦ ® MPoGAnON PIPE}` 14.1I4- TEE { — 4- PLUG TAPPED r /f- / 4• PLUG TAPPED J 2-1/2- , \ , \ •\ 7 ,, ,_, i ;` 2-1/2• GATE VALVE l \ IL7Jr \ 1 � y 2-,/z' WE VALVE- � I /I RA WT ON PIPE IARIwroN PIPED, \ 4 K4 TEE `y� f i PP= I= z-t/2• 4' PLUG TAPPED 2-i/2 ,. —4 L J N� 1. 1, ♦ ♦ 1lRRIGTR7N PIPE / "I W so' ♦•� `\\ z-1/z• GATE VALVE—� `�> / ZONE 9 U Z \ N IJ ` g rl 1 z r � / � e �� x\ � \,. `♦ RRIW7ION PIPE ` / �,I \/ !`� `♦ ZONE 5 ` \ � \ COMPLIANCE / BOUNDARY \ \ \ \ \ REEW / y� \-�2-+/z• PVC ♦ Q 21` PVC `\ p' ♦ 1 NUBGAnoN PIPE L---`- Z S m a_ IRRIWON PIPE y ASS \y l a F b+ _ LEGEND \\ \\ \\� `�♦ �ti♦ CID' iOPOINTPERt°} \♦yy♦ M \\ ) yyyyy /� ` O r ONE 27:! ®= '7 FULL CIRCLE SPRIIOKIER 67' ProwAso R OFF 3s \\ OF PTKwEnTY UK i�•l Fa PARTIAL CIRCLE SPRINKLER 67' RADIUS ,'sue . FULL CIRCLE SPRINKLER 57' RAOUS _ } V tS S' 16 PARTIAL CIRCLE SPRINKLER 57' RADIALSyWI --♦ ® EXISTING MONITOR WELL 4 \\ \\ \\ \ \`♦\ /� -- ! ALL MONITORING WELLS SINLI BE yyyy Z Q !L \/ AsAUDONED AS PER STATE no AIR REIPASE VALVE \ y� \ \ ` SKnONS DOOR TO SPRAY IRRIGATION PIPING \ \ r Nw, m" EDGE OF WERANO \ \ — AR RELEASE VALVE ✓ �- r W y �\ _ — — — — — ZONE BOUNDAW \ ( \, lm 1 — PADPEKTY BOUNDARY \ \ FINAL DRAWINGS — r' \\ EL kT RELEASED FOR CONSTRUCTION Q 36 \ \ \ \ � \, � 13 ZONE 4 °-_— ca •.ntiw- - °us n swar iwaalwN , IRgI0Al1\0N PIPE ZONE 3 r x /6. 1 /6 GRD 6•z6' PEE / / / J / — — _ •` `\ �� \ �'� f i- --�` +r 'i6• PLUO TAPPED 2-1/Y x-,/z• cAn¢ MGATION PIPET '- -��. / // EnGE� _/'- -^--� a y \ = j•.v'/ /� BUFFER i / ` I � '^ __ 1pD' MIN, IRPoCAnOt(F `� l� I NO pan / zo B°FouNDAmI x 06. 1 f6 aro�� /..�` R I vw�vEl _ ( ✓✓ RIOGATION PIPE // •/ /r/!I d'" � ✓ I _ /' - r I � N,` `. J@X\ POI PER ZPOINT ONE f' �l PER ZONE loo, MINI ZON£ 6il- \ OF ROPER3Y U U N LLI _1I 1=110N PIPEElISTI // s `PROP NERtt FAIR -�r � F IRR1QAJ O PIPE // 1 QiRHd1TNRV PIPE N01L \ N r p W Co U NALL OTE oNfn �l5° WELLS PER STATE BE I( 2d F p fspwF1fAnON6 PRIOR TO SPRAY 5mrEM OPERAnUN. If/ x-1/x' caE VALVE \\ g r �! 1 BOUNNwRv \� ,` ,��` ZONES �SO'•:I I //////� O 4"xv TEE \\ I�/ /� / \ 0 Q >. 5 - 14• PLUG TMPm x-,/x• �S !/ - \.- _ — J- — J-^6DUNDA III' JJJ"'aaa� � r/ / / m W g r ,� z 06. 1 p6 GNo ✓ ------ --- / /r ! / / / Z ~ vai w i� ? 3 DO `�z /a, , /+ G." ® FOP. 26�, PVG iIr IRRIGATION E' ZONE 9 6iRIGAT1pN PIP NOT RELEASED FINAL p OR I �� CONSTRUCTION NGS -/ ,� � I REVISIONS ZONE 7 \ ZONE 8 4EDGE OF ZONE BOUNOW 2-1 /2• PVC \ IRRIGATION PIPES - IRRIGATION PIPE ` J —IIRRCq,ON PIPE ` EXISTING PROPEa _.®" \ PROPFRs,' BOUIJ`OARV -��Q•• C&i o°uF TINO ED E!-- WErL -•-x-I/2'�GATE VALVE - (�- -Air- AR, 4' RFOEASE V FA'• 1 /// J PL •`�` TAPPED TAPP2-1/2'`_ 2 04. , #4 CPO —._-.-- 1 to ORD I /J -- -tip^ V ,ow BtffFER 4"X4" lEE MiPoGAMN PIPE' < • '�'`' i ��' '� .� .. � "T ► ,z z �4• P41G vv?m 2-1/2• ` ¢ 0 �^ 2-i 2" GATE VALVE 1 1 1 �. / NICK PDIM� \ � - � ' �-.� ,:Y AIR REL%ASE VPL ! / � / / ' J LLI 2-,/2" GATE VALVE 2-1%x- IWC TIQN PIPE 4•I4• TFi �4• KW TAPPED 2 Q i PLUG TAPPED x-,/2" / // g ( I� / f '. Z Q 4' PWG TAPPED 2-1/2' J �� F - I! l r , EL Z 31 PVCEL MRIFATI0E1 PIKE ' �-�� —` I ,so'(eupFFJe�oF'F f ` 2-1/Y GATE VALVE S ` �`,6 l .1 �I 4 1 a PPOPERTYiuixE I r /r \ ` a W z TiON pPE \ \ • �` J` �" ___� ( IJ IP11""cE ' Q z 01 XN V W REVIEW 4 L7 Q } tJ a J BauxDARY \`, EIIGII POINT`_ +--�� FN `\\ \� V` PER ZONE f ---" '-' - �y -- '% OF ROPERIY�LINFFy— ID. / 1 1 / Z Q m \\ , .2-1/2' PVC `--- �. ,4- IRRIGATION PIPE r (/ y — — �� i �� •� r / / ! I I xw_ 2aoT EDGE OF ZONE. BOUNDARY /' J '�. ' f ' \ ` \ 2 /4, 1 & M C ALL As ER115 SNALL BE — SEE \ I o� Af 9xOMN \ ALL L MET FOR i7 ABMIDONED AS PER STORE \SPECIFICATIONS PRIOR TO SPRAY FINAL DRAWINGS - Q 15 NOT RELEASED FOR CONSTRUCTION f lI SWING JOINT ASSEMBLY INSTALLATION PROCEDURES I. PARTS A. S, C, D. AND E/F ARE PRE - ASSEMBLED VIA GASKETD THREADED JOINTS. THESE JOINTS ARE PRE- UIBRACATED MID SHOULD NOT DE DISASSEMBLED. 2. TIGHTEN EACH GA KEIED THREADED JOINT COMPLETFIY AND THEN BACK OUT THE MALE PART ONE FILL TURN TO ALLOW THE JOINT TO SWIVEL A FURL 360 . ■ 3. CUT OR ORDER PARIS C, H, AND I TO DESIRED LENGIHS AND SOLVENT WELD THEM TO THE SNHG JOINT ASSEMBLY WHERE SHOWN, G A IT IS ABSOLUTELY NECESSARY THAT THE INSTALLER BECOME FAMILIAR WITH A GIVE PROPER SOLVENT CEMENTING PROCEDURES BEFORE PERFORMING i B THSMP. INCORRECT SOLVENT CEME INNG PROCEDURES WILL _ PRODUCE UNSOUND CONNECTIONS is B. CARE MUST BE TAKEN TO PESVETR THE SOLVENT CEMENT AND PRIMER FROM NMI (•` COMING INTO CONTACT WITH THE ro' RINGS OR THE UIITIRE55 THREADS. 4. THE CONNECT" TO THE SUPPLY TEE MAY REQUIRE A THREAD ONE END (T.O.E) H NIPPLE. A PUDI END NIPPLE, OR THE SPIGOT x GASKET THREAD PART. S. WHEN MAKING UP THE THREADED CON- NECTIONS W THE SPRINKLER HEAD OR THE SERVICE TEE USING A THREADED NPPLP SPEARS MANUFACTURNC CO. RECOMADEMENDS THE USE OF A QUALITY TAPE, ICE OF EITHER OF TEFLON D TAPE.PAST. OR OTHER TA ' OR O EITHER JOINT COMPOUND IS TO GIVE PIPE JOINT ANDPDE OF of THE MANUFACTURER'S INSTALLER. HE ANUFAN LITERATURE THE THESE LITERATURE E FOR THESE PRODUCTS SLEOUIDBE RENEWED FOR PROPER SELECTION AND APPUCATgN PROCEDURES. RECOM ENDADOER3 FOR ISEA4iltS AND USERS: WARNING: SOME PIPE JONT COMPOUNDS PLASM PIPING SYSTEMS SHOULD BE ENGOICERED, OR EEFLON PARTS MAY WNTAN INSTATED AND OIPFRATED INACCORDANCE WITH ESTABLISHED DESIGN AND ENGINEERING STANDARDS SUBSTANCES THAT COULD CAUSE STRESS CRACKING TO PLASTICS. AND PROCEDURES; FOR PLASMPIPING SYSTEMS. SUITABILITY FOR THE INTENDED SERVICE MPLICATM SHOULD BE DEMWNED PRIOR TO INSTAUAROK CUT B" PVC PIPE TO SADDLE ISMATION VALVE FOR ADEQUATE PROTECTION. PVC MAINLINE 'RAVE BOX COVER IIa .�nAn ,10' ROUND VALVE BOX T .,OF SLEEVE TO PROTRUDE APPROXIMATELY _�B' ABOVE BOTTOM EDGE DF VALVE GOX !' PVC PIPE APPROX 24• TO 30• LONG. SOLAIM CATE ISOLATION VALVE ACCESS BOX ASSEMBLY NTS OOTE COUPLING VALVE TO BE LOOP S�PRPQJKLERk., POSITIONED APPROXIMATELY V-O' HEAD FROM FROM EDGE OF VALVE BOX HIS NIPPLE TO BE STALLED WITH A ESTING ANGLE OF 45 EGREES PLUS OR NS TG DEGREES ROM THE VERTICAL WIRING TO HEAD WI ti �+ NOTE PVC PIPE LINE TEFLON THREAD SEALING TAPE TO BE USED ON ALL THREADED FITTINGS PVC SERVICE TEE ..� (Go x GKT X FPT) - - TORO 834S & 835S SERIES SPRINKLER MOUNTED ON TRIPLE Firs -- ELBOWS LNG JOINT 3/8' GALVANIZED STREET ELBOW I" MWET(___.j-}r ELBOW I (r VALVE BOX WITH UO AT GRADE LEVEL N �y JAR flEl.&lSE VALVE 1' IPS W/ T/16' ORITCE t' OME VALVE I"x 3" -i GALVANIZED NIPPLE SWING JOINT (ADJUST 7i ;TO ANOLE) WYE STRAINER I' IPS I / T'XI2' W/B ZE BODY AND ' OILVrED PIMOE VALVTi NIPPLE T^ x Y GALVANIZED NIPPLE MAINLINE SIZE TAPPED OOUPUNG BY T• Im To BE FACING UPWARD AIR RELEASE VALVE DETAIL ms FINAL DRAWINGS - NOT RELEASED FOR CONSTRUCTION 4 k N J F— IlJ z 0 F-- Q Q.' Z (r a. D W co U Z 0� � 6 Z8 a: LU QH 3DO� NOTE' GROUND WIRES AND POWER WIRES SHAD. RUN OUT OPPOSITE SIDES OF CONTROLLER. (IF POSSIBLE) CO�NTROOLLLERRSS r ELECTRIC CONDIRF FOR ELECTRIC /8 BARE COPPER WIRE FROM-�' POWER CONNECTION (120 VAC). CONTROLLER 70 eE anA(:Nm 2" BD DEGREE ELECRUCN. CONDUR N BRAND ROD USING - SWEEP ELBOW FOR LOW VOLTAGE CONTROL CAOWELD OONNECTICN. WIRE AND COMMUNICATION CABLE. 24 VAC. CONRROL WRRES/TUMM 5/S' B 10' GROUND ROD JSING DOUBLE NUTS,FASTEN THE BOLTS TO THE TEMPLATE WITH WPROX 1-1/2- OF BOLT ABOVE TEMPLATE. WITH THE BOLTS IN POSMON. FORCE THE TEMPLATE INTO FRESH CONCRETE FLUSH WITH SURFACE. 3. AFTER THE CONCRETE HAS SET UP. THE TOP NUR CAN BE REMOVED AND CONTROLLER CABINET CAN BE INSTALLED. 4. THE CONCRETE PAD SHOULD BE RAISED T' ABOVE FINISHED OWE k SHOULD FIVE SLOPED BORDERS FOR ADEQUATE DRAINAGE FROM CONTROLLER 5, GROUNDING ELECTRODE CONDUCTORS) SHAl1 8E WBRED TO CONTROLLER AND RESSTANCE OF CROLNOITO ELECTRODE/COIAUWOR SYSTEM S1MLL BE CONFIRMED ANO MEASURED WIM WBROGROUND INSTRUMENT OR EQUAL PRIOR TO ANY CONNECTION OF YI70NC TO CONTROLLER. GROUND RESISTANCE MEASURED WITH MEGGER DIRECT RESISTANCE TESTING INSTRUMENT (ALWUFACTURED B1• VAMES G. DOODLE CO., PLYMOUTH MEETING, PA) OR EQUIVALENT. VALVE BOX COVER �I _10' ROUND VALVE 101 TOP OF SLEEVE TO PROTRUDE L�Ls APPROXIMATELY PVC MNNUNE-V '9* PVC PPE APPROX 24' TO 30' LONG. �NIBCO P-BIV-RID SERIES SgATOH VALVE MIMI 11,111, WINvi 4USN T,_ EB. /DWELCO INSIDE CION OX `POWER SET REAL' MATERIAL. USE ATRROXONmY SO-1CO 6 PER PULE 4" • BB' COPPER PLATE WI1H 25' 06 BARE COPPER WIRE 1B• TORO VALVE COVER TO FT 4- PVC PIPE SLEEVE. PVC SERVICE TEE (G X G i 4' PVC PIPE SLEEVE MAINLINE PVC PIPE / DRAW VALVE PIPE AND FlffINGS TO i--1/2" W N1IO�MINLL. 52E UNL65 OTHENVASE NOTED. SCHmIJLE 8oPVC Be DEGREE ELBOW- -ICTFOM OF SLEEVE TO SADDLE VALVE AND PIPE AND THREADED NIPPLES.MOUNT SLEEVE ON 7W0 BRIE(S. 3' NIPPLEBRASS GLOBE VALVE WITH BONAN VALVE INSTALL PVC DRAIN LINES TO EUT AT GRAL' _ M, SEAT WASHER GRAVEL SUMP WITH 3/4' WASHED GRAVEL SUMP AT OWNER'S APPROVAL ' F PVC WE TO TO.MYUGHT. OR_ p- �IMNEIIAmrT�REIINAiE IH GRAVER., SUMP:.. _ 'Vp� (OWNER'S OPODN). - 1,T MANUAL DRAIN VALVE WITH SLEEVE agz Oz Q iE F Q 15 co FINAL DRAWINGS - 17 NOT RELEASED FOR CONSTRUCTION I a 1. 7" - WALL OF TYP.—TRENCH I- POSITIONING STAKES 3,/4' STEEL REBAR OR 3,/4" GAL. IRON PIPE (1YP.) DRIVE STAKES TO 12" PENETRATION 90 DEGREE ELBOW l 45 DEGREE ELBOW ALL WIRE AND TUBING ARE TO BE BUNDLED AN ROUTED ABOVE THRUST BLOCK CASTING TEE THRUST - BLOCK TYP. CONCENTRIC - REDUCER CONCENTRIC REDUCER THRUST BLOCK TYP. GATE VALVE MAIN LINE ISOLATION GATE VALVE NOTE: POURED CONCRETE THRUST BLOCK TO BE CONSTRUCTED OF 2000 PSI RATED CONCRETE. 1 PART CEMENT 2 PARTS WASHED SAND 5 PARTS GRAVEL ALL THRUST BLOCKS TO BEAR AGAINST FIRM UNDISTURBED EARTH. CALCULATING THRUST BLOCK AREA THE SIZE AND TYPE OF THRUST BLOCK DEPENDS ON PIPE SRI- LINE PRESSURE, TYPE OF FITTING. DEGREE OF BEND. AND TYPE OF .1 IN MOST CASES, THE SIZE AND TYPE OF THRUST BLOCK WILL BE DETERMINED BY THE ENGINEER. THRUST BLOCK SIZE MAY BE CALCULATED AS SHOWN BY THE FOLLOWING EXAMPLE: EXAMPLE: DETERMINE SIZE OF THRUST BLOCK FOR e" CLASS 160 PIPE WITH A 90 OEIMEE ELBOW. AND AN OPERATING PRESSURE OF 100 PSI. THE ED SOIL IS MHNM CLAY WHICH CAN BE SPADED. STEP 1 ADD 50 POUNDS FOR PRESSURE TESTING TO THE WORKING PRESSURE OF THE PIPE FOR THIS EXAMPLE, 100 PSI WORKING PRESSURE PLUS 50 PSI TESTING ALLOWANCE ISO PSI. MULTIPLY THIS FIGURE BY THE APPROPRIATE VALUE 94 THE FOLLOWING TABLE, POUNDS OF THRUST PER PSI OF WATER PRESSURE IN PVC PIPE AT VARIOUS FITTINGS DEAD-END. EE, TOR 90DEG 45DEG 22.5GEG PIPE SIZE IN-UNE VALVE ELBOW ELBOW ELBOW 1.5 3 4 2 1 2 4 8 3 2 2.5 6 9 5 3 3 10 14 7 4 4 18 22 2 6 6 34 49 26 13 6 58 B3 45 23 10 91 128 69 35 12 128 16L 98 50 15 184 260 141 72 16 275 358 210 107 21 302 540 292 149 24 493 663 370 IB9 27 614 BOB 470 239 USING THIS TABLE, THE THRUST WOULD BE 12,450 POUNDS (83 X ISO). "CAP" OR DEAD END CONCRE E THRUST BLOCKKDI"AIL NTS STEP 2 DETERMINE THE BEARING STRENGTH OF THE SOIL FROM THE TABLE BELOW. BEARING STRENGTH OF SOILS BEARING STRENGTH SOIL TYPE LBS PER SQUARE FOOT SOUND SHALE .................... ............. 10.000 CEMENTED GRAVEL AND SAND DIFFICULT 70 PICK .........................4.000 COURSE AND FIRE COMPACT SAND...................3,000 MEDIUM CLAY -CAN BE SPADED .............. 2.000 SOFT CLAY......................................1.000 MUDDY SOIL.......................................0 FROM THIS TABLE BEARING STRENGTH IS 2.000 POUNDS PER SQUARE FOOT FOR MEDIUM CLAY THAT CAN BE SPACED. STEP 3 DIVIDE THE TOTAL THRUST OBTAINED IN STEP 1 BY THE BEARING STRENGTH OF THE SOL OBTAINED IN STEP 2. THE "BEARING STRENGTH OF SOLS" TABLE SHOWS THAT MEDIUM CLAY WHICH CAN BE SPADED HAS A BEARING STRENGTH OF2.000 LOS, PER SQUARE FOOT. DIVIDE THE TOTAL THRUST OF IZ450 POUNDS BY 2.000 POUNDS PER SQUARE THE SOIL BEARING SIRENGHT. THIS GIVES THE SQUARE FEET OF THRUST BLOCK AREA NEEDED. IN THIS CASE IT IS 6.23 SQUARE FEET, FOR VOCH AN APPROXIMATE AREA OF 2.5' X 2.5', CAN BE USED. SIDE THRUST ON CURVES AN OUTWARD PRESSURE EXISTS ON ALL DEFLECTIONS FROM THE STRAOHT UNE. GOOD SOIL PROPERLY TAMPED, IS SUFFICIENT TO HOLD SIDE THRUST ON GRADUAL CURVES UNLESS SOIL CONDITIONS ARE UNSTABLE. IN THAT CASE. SOME ANCHORAGE MUST BE PROVIDED ON EACH SIDE OF THE JOINT, BUT 00 NOT THRUST BLOCK THE JOINT ITSELF. CONSTRU01ION OF THRUST BLOCKS THRUST BLOCKS SHOULD BE CONSTUCTED SO THAT THEIR BEARING SURFACE IS IN DIRECT UNE WITH THE MAJOR FORCE CREATED BY THE PIPE ON FlT7IMG. 7HE EARTH -BEARING SURFACE SHOULD BE UNDISTURBED. ONLY THE SIMPLEST OF FORMS IS REWIRED. USE CONCRETE, FLUID ENOUGH SO THAT IT CAN BE WORKED UNDER THE FITTING AROUND AND UP TO THE TOP OF THE UNE. KEEP ALL JOINTS FREE FROM CONCRETE. J W 0 O Q C7 F- I�21 r Fi OZ ZWco0 LL oz. c� X C R Z 0in �ao z ¢�w •e As 8 FINAL DRAWINGS - 18 NOT RELEASED FOR CONSTRUCTION 6 Ii Scotch Hall r ��C 241NO 9 t I, Thomas Niederkofier as President of Rial Corporation, give Daniel Sumerel signing authority to complete permit Application No. WQ0029653 for Rial Corporation's Scotch Hall Preserve Waste Water Treatment Plant System. Thomas Niederkofler, President, Rial Corporation Date 105 Scotch Hall Court Merry Hill, NC 27957 phone 252.482.4006 fax 252.482 4008 1 µrww.ScotchHallPreservp.com